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DS-14-588 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217782 Permit Number: DS -3-14-588 Scheduled Inspection Date: August 13, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 555 NE 87 Street Miami Shores, ISL Project: <NONE> Permit Type: Driveways/Sidewalks/Slabs Inspection Type: Final Work Classification: New Phone Number (305)326-9308 Parcel Number 1132060200970 Contractor: EDEY PEREZ EQUIPMENT INC Phone: (786)251-0004 Building Department Comments REMOVE EXISTING ASPHA(T AND INSTALL NEW ASPHALT ON THE DRIVEWAY Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-217567. Landscape must be finished &MPA,&t�V,) 7"-rc✓ P! -IN 1W c5S , Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 12, 2014 For Inspections please call: (305)762-4949 Page 26 of 32 GEOTECHNICAL - TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ROOFING ASBESTOMiami, August 7, 2014 Mr. Daniel AbRYNATECH ENGINEERING CORP. CANDELA DEVELOPERS, INC. P. O. Box 133159 Hialeah, FL 33013 Re: Existing Parking Pad @ 555 North East 87`" Street Miami Shores, FL Dear Mr. Abreu: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on August 7, 2014 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 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 test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, r D IYNATECH NGINEERING CORP. �®�®� ®�� Cel m,� Florida Reg. No. 39584 �° )V® ��•" a Special Inspector No. 757 3g684 Certificate of Authorization No.: CA 54910" 8 y 750 West 84 Street, Hialeah, FL 33014-3618 • Phone: (305) 82-- 0) `�( 8-9598 E -Mail: Dynatech@Bellsouth.net° .)�RmycW PVW DYNATECH DATE: CLIENT: PROJECT: ADDRESS: ENGINEERING CORP. MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST August 7, 2014 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 CONTRACTOR: Candela Developers Inc MATERIAL DESCRIPTION: Crushed White limerock SAMPLED BY: RN TEST RESULTS Sample TESTED BY: RN The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T -180-C. % MOISTURE 6.6 7.0 7.8 12.0 DRY DENSITY 120.0 121.0 122.0 117.6 Optimum Moisture 8.4 Percent 100% Maximum Dry Density 22.8 lbs./cu.ft. % Passing V Sieve 88 i Percent Sampled By: RN Tested By: RN Checked By: WN As a mutual protection to clients, the ipublic 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 Y bitten approval. D R Y D E N I T Y e®®�6®® 9 No. 39514 8 10 12 14 — o o :ROJSTURE STATE OF Retvely sub it�ed, a �y 0 `ORI®�� _ �4®A`Z T .gym aamant, .E. ®INIAI 8 �Florida�TECH ENGINEERING CORP. Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N I T Y DYNATECH ENGINEERING CORP. 750 WEST 84' STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: August 7, 2014 CLIENT: CANDELA DEVELOPERS, INC. PROJECT: Existing Parking Pad k ADDRESS: 555 North East 87th Street, Miami Shores, FL CONTRACTOR: Candela Developers, Inc. Test No. 1 Location: West side of pad limerock base Test No. 2 Location: Center side of pad limerock base Test No. 3 Location: East side of pad limerock base Test No. 4 Location: North side of pad limerock base Test No. Location: Description of Material: Crushed white limerock TEST NO. 1 2 3 4 DEPTH 8" g" g" 877 FIELD DENSITY 120,9 121.4 121.1 121.6 MOISTURE CONTENT % 6,9 6.7 7.3 7.1 MAX. DENSITY IN THE FIELD % 98,4 98,8 98.6 99.0 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 122.8 1 122.8 1 122.8 1 122.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS n Respectfully submitted, Sampled By: RN ��®�\�% 9 , i 6 t i A� ` Tested By: RN ®®� �� d `2 C m � Wh Checked By: N Wiss ani, P.E. 4�i®' °���YNA ENGINEERING CORP. ®� o Florid4 Reo. 39584 ®� STATE O�Certif _ AeAuthorization No.: CA 5491 ®� °° ° 4 "A density test determines the degree of compaction of the tested 1®iv, ate*i@Fl® pin no stuff a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior to construction je e `sdbsoil- ' ' �41' a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and autiidr;; Wu��� "vhf statement conclusions or e{ttracts from or regarding our reports is reserved pending on our written approval. ®" 9 0 1 GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING Miami, AugusttlA;ATFCH ENGINEERING CORP. Mr. Daniel Abreu CANDELA DEVELOPERS, INC. P. O. Box 133159 Hialeah, FL 33013 Re: Existing Parking Pad @ 555 North East 87th Street Miami Shores, FL Dear Mr. Abreu: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on August 1, 2014 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 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 test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yourA, . owl I I I II/N� 10 P .SS CL U ,®® tZ' AA",- ���� WiseATECH aamam, P.E. �?9� e's D ENGINEERING CORP. _;a `� ; Z Florida Reg. No. 39584 �+ A���� Special Inspector No. 757 �� vx a IDP. Certificate of Authorization No.: CA 5491 �� ENO� 44a R 750 West 84 Street, Hialeah, FL 33014-3618 - Phone: (305) 828-7401. (305) 828-9598 E -Mail: Dynatech@Bellsouth.net DYNATECH ENGINEERING CORP. 750 WEST 84'x' STREET HIALEAH, FLORIDA 33014 (305) 828-7499 MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: Au Zust 1, 2014 CLIENT: CANDELA DEVELOPERS, INC. PROJECT: ExistingParkin Pad ADDRESS: 555 North East 87`h Street, Miami Shores, FL CONTRACTOR: Candela Developers, Inc. MATERIAL DESCRIPTION: Brown sand w/rock SAMPLED BY: RN TESTED BY: RN 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 10 lb. Hammer and an 18" drop AASHTO designation T -180-C. % MOISTURE 6.1 7.1 7.9 12.0 DRY DENSITY 110.0 111.1 112.0 107.6 Optimum Moisture 8.8 Percent 100% Maximum Dry Density 112.8 lbs./cu.ft. % Passing %" Sieve 86 Percent 0\1111111jA' Sampled By: RN �`��SAA0 Tested By: RN Checked B WN 9 p a n As a mutual protection to clients, the putt��urselves'Ir6rts are submitted as the confidential property'otco authorization for use, publication of statements, conclusioA our reports is reserved pending our written appro° a®®jvA - as®dBW611��� 114 112 110 108 106 104 6 8 10F ' 12 14 % MOISTURE Respectively submitted, Wissam aamani, 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 DYNATECH ENGINEERING CORP. 750 WEST 84T" STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: August 1, 2014 CLIENT: CANDELA DEVELOPERS, INC. PROJECT: Existing Parking Pad k ADDRESS: 555 North East 87" Street, Miami Shores, FL CONTRACTOR: Candela Developers, Inc. Test No. 1 Location: Center of parking pad subgrade Test No. 2 Location: South of parking pad subgrade Test No. 3 Location: West of, parking pad subgrade Test No. Location: Test No. Location: Description of Material: Brown sand w/rock TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 110.9 111.3 110.7 MOISTURE CONTENT % 7.7 8,1 8.3 MAX. DENSITY IN THE FIELD % 98.3 98,6 98.1 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 112.8 1 112.8 112.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Respectfully submitted, Sampled By: RN Tested By: RN Checked By: WN��� Wissa. aamani, P.E. DYNATECH ENGINEERING CORP. °° Florida Reg. No. 39584 ®_ ®_ Certificate of Authorization No.: CA 5491 ° B .acv *A density test determines the degree of cornpaq�kion of the %0sted layer of ma �'atmly. 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 yev9 su�oil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of cli�`tlts,,,a�� +B t iv- or publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. " �1',rA1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.22"Fax:5) 756.8972 INSPECTION'S PigR: (305) 762.4949 BUILDING PERMIT APPLICATIO,R,S Permit JOB ADDRESS: UILDING Permitz)T 20 )q—Sw Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 3313 a Folio/Parcel#: "- 32Z)/- -02© - 0970 Is the Building Historically Designated: Yes NUJ Flood Zone: OWNER: Name (Fee Simple Titleholder): ' J ofJ1, T l l DiA)1 > ZN -C ° Phone#: Address: PATOA / //VA1P%C r :f -Ale- . 475_ /V UJ 6-r City: Tenant/Lessee Name: State: 2rlo Zip: -93 114 2 Email: M_CPe®t"eT�/sohrioAueal-ail„ C.om CONTRACTOR: Company Name: 9rQdjMEA/r r"C-. Phone#: Address: St !r N W 3.2 M/5 City: M/6 M 1 -F], State: VL Zip: 33125 Qualifier Name: E1S� 04L/64/4c'Phone#: 1!q / 2 * 7'- ` -P 96 State Certification or Registration #: � t/®®� Certificate of Competency #: Contact Phone#: q%4 7- 7803 � °.7 jo: Email Address:.A4 ,L7"� CPA', M�s o1vriDA s 0 GmAd. co" DESIGNER: Architect/Engineer: -ITQMlA) A- MA- r&l Phone#: Value of Work for this Permit: $ 7,6'19 — Square/Linear Footage of Work: 1" 7 'C'V Type of Work: ❑Addition ❑Alteration ❑New *epair/Replace ❑Demolition Description of Work: L X1.S'f !J� AS PMIAL T ANP E A!M 70 /I 621r a 11 F 77--> J' Vs7_h tC Color thru tile: Submittal Fee $®- Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ C�- Bonding Company's Name (if applicable) Bonding Company's Address city 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 EVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMIVIENCEM ENT: ' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is s ed� In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent I C:onlractor The foregoing instrument was�knowledged before me this a day of � l , 20 l=; by�� e r s y 4� Q +J The foregoing instrument was acknowledged before me this 2s day of h, 20 9 `1, by • J OAS ?Ca-$� who is personally known to me or who has produced �l . ���t1I91liltl/l/// As identification ana, a'�q�ath. NOTARY PUBLIC: N��Q`� X416 Sign: r My APPROVED BY who is personally known to me or who has produced Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY P LIC: Sign: Print: My Commission u LUIS D DE LA CRUZ Nagy PubBt - SbAt 01.1mida My Comm. EXPIM Jd 10.2017 ........ ..... zoning Clerk Detail by Entity Name z. , 6 'AJOVI HOLDINGS, INC. cument Number I/EIN Number to Filed .ast Event °vent Date Filed _vent Effective Date 'rincigal Address 515 NW 22ST AIAM I, FL 33142 ;hanged: 01/21/2005 flailing Address 515 NW 22 ST AIAM I, FL 33142 ;hanged: 01/21/2005 legistered Lkgent Name 'EREZ, JAYME RPRES 515 NW 22 ST 4IAM I, FL 33142 Jame Changed: 01/21/2005 ►ddress Changed: 01/21/2005 )fflcer/Director Detail lame & Address 'itle P 'EREZ, JAYME RPRES 515 NW 22 ST IIAM1, FL 33142 P98000099692 650953829 11/30/1998 FL ACTIVE REINSTATEMENT 04/01/2011 NONE Page 1 of 2 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail/EntityName/dome-... 3/25/2014 Detail by Entity Name Page 2 of 2 VPS 'EREZ, JOAO RVP 515 NW 22 ST 16W6, FL 331d&tact us E -Filing Services Document Searches Forms Help Report Year Filed Date 2011 04/01/2011 2012 02/10/2012 2013 04/16/2013 04116L2013 ANNUAL REPORT View image in PDF format 02/10/2012 ANNUAL REPORT I View image in PDF format 041Q01/2011 —REINSTATEMENT I View image in PDF format— ­1 04/0212009 ANNUAL REPORT View image in PDF form -at 03/06L2008 ANNUAL REPORT View image in PDF format 01115/2007 ANNUAL REPORT View image in PDF format 02/10/2006 ANNUAL REPORT View image in PDF forma—t---] 01 /21/2005 ANNUAL REPORT View image in PDF format 03/102004 ANNUAL REPORT View image in PDF format 04/14/2003 ANNUAL REPORT View image in PDF format 004/22/2002 ANNUAL REPORT View image in PDF format 07/16L2001 --ANNUAL REPORT View image in PDF format 04116/1999 ANNUAL REPORT View image in PDF form -at 11 L3011 998 Domestic Profit F—View image in PDF format Convrioht @ and PrivaKy Policies State of Florida, Department of State http:llsearch.sunbiz.orgllnquirylCorporationSearchISearchResultDetaillEntityNameldomp-... 3/25/2014 . . ... . . . ... . .. . ... . . . . . ... . . . . ... CERTIFICATION OF COMPLIANCE WITH PARKING LOT ILLUMINATION STANDARDS M'CHAPTER On Of THE CODE OF MIAMI-DADE COUNTY M • • ... ... ••. • y DATE: DATE HERE . ........ .. Y . ... . . . . . ......... . Re: Case No. ' ' FYEARSERIQ'S • • kvl ; p' rh �& !0101-e- fl FL- 33 138 - 3 -rt 6 Property Address: Al E 18 9 ST Bldg. No..-- Building o.:Building Description: CO M ry+ R r c. FO -l_ J Je. — p yid k -o ) _C M v w e- t S. Q— Y The undersigned states the following: 11 1. 1 am a Florida registered professional engineer or architect with an active license. 2. On 06-31 , 20A, I measured the level of illumination in the parking lot(s) serving the above referenced building. 3. The level of illumination provided in the parking lot(s) meets the minimum standards for the occupancy classification of the building as established in Section 8C-3 of the Code of Miami -Dade County. �P� A18,,',,,, lt ,. <xGENSk., NO 76021 VI ' per,'.• STATE OF ; ty g,Z•. , IL . n...nP-•;�S or trr A,,VONAI. RAF,AE` AF -A46-0 < P.e. (Print Name) .. ... . . . . . .. • . .. ... . . .. . . . . . . .. 0. • . .see . . . .. . .. . . .. . ... . . . . ... . . . . . . . . . . . . .:. :. .: 009 . .. .. • • • • • • • • • • • • ••• • • • • ••• • • • • • •• •• • • • ••• ••• ••• • PA Ti i� ''. ° 8 - � t -'7... ted . 1n1 "�i-t �T2 C C2 G r F g A >v 6 E, 0 -I-o FC-- u L. wll_t 0--J'v t "A6l,+ f -r .-- t Y70 .n' A yrr�fiSt.O p ti _,a��`�s lc-,� l 7�%0 �, . �� -� o� �C. ► � � � � r�, n � �j vs1',' � � 5 S � o� r ,$ � ✓ �S� ��- 5-�-• ;mark? llq toVl\Vj 04-4-) 0V ja`3cc$ 5 5--r ) 8 5�- A vV\ �l n F-p-cezS" � l- _ if I -G 7 I.0 �- c.� A,5 pe Y G- 3 )_ ak 1 " /fi d. _ ® f c . lie AJ 2�G':�. cx� -:,09K Prepared by and return to: Victor T. Armstrong, Esq. Attorney at Law Law Offices of Victor T. Armstrong, P.A. Monaco Building, Suite 204 4101 N. Andrews Ave. Oakland Park, PL 33309 Telephone: 954-537-7717 Fite Number: Pajovi Perpetual hasemem Will Call No.: PERPETUAL INGRESS AND EGRESS EASEMENT AGREEMENT h THIS AGREEMENT made and entered into this day of July 2014, by and between PAJOVI HOLDINGS INC., a Florida corporation (hereinafter referred to as "Grantor"). ' r as to the physical location of the Property at: 555 N.E. 87'h Street. Miami Shores, ` FL 33138 and PAJOVI HOLDING, INC.. a Florida corporation, (hereinafter referred to as "Grantee"), as to the physical location of the Property at: 559 N.E. 87'h Street, Miami Shores. FL 33138. As used herein, the term Grantor shall include any and all heirs, successors, or assigns of the Grantor and all subsequent owners of the "Property." and the term Grantee shall include any and all heirs, successors, or assigns of Grantee. RECITALS WHEREAS, Grantor, PAJOVI HOLDINGS INC., a Florida corporation, is the fee simple owner of the Property located at: 555 N.E. 87'h Street, Miami Shores, FL 33138, and more particularly described as follows: Lots 17, 18, and 19, of Block 23, of EL PORTAL SECTION 4, according to the map or plat thereof, as recorded in Plat Book 12, Page(s) 56, of the Public Records of Miami -Dade County, Florida; a/k/a 555 N.E. 87" Street, Miami Shores, FL 33138; Folio Number: 11-3206-020-0970; and WHEREAS, Grantee, PAJOVI HOLDINGS INC., a Florida corporation, is the fee simple owner of the Property located at: 559 N.E. 871h Street. Miami Shores, FL 33138, and more particularly described as follows: Lots 20, 21, 22 and 23, of Block 23, of EL PORTAL SECTION 4, according to the map or plat thereof, as recorded in Plat Book 12, Page(s) 56, of the Public Records of Miami -Dade County, Florida; a/k/a 559 N.E. 871h Street, Miami Shores, FL 33138; .. . . . . •. Folio Na.mbe..r; ?t-*:Q04-CCZl0 0390; and 00 .. 00 000 Pajovi Floldings, Inc. Perpetual Easement AgTemcrR • • • • • • • • a • • • July 2014 ; • • : • • • • , • i • • Page 1 or 4 • : • i • • • 000 0 • • • ••• • • ••• • • • •• r WHEREAS, Grantor is desirous of granting a perpetual, free, continuous and interrupted non-exclusive ingress and egress easement, access to, upon, over, and through the Property and to provide vehicular and pedestrian, invitees, guests and others of the general public access to this Property and other property owned by Grantee, and maintenance agreement on the Property for the Grantee to utilize the Property as a shared parking area for said Property; WHEREAS, Grantee is desirous of obtaining said easement: and WHEREAS, the parties hereto are desirous of memorializing the terms ofthis Easement Agreement. NOW, THEREFORE, in consideration of the mutual promises contained herein and other good and valuable consideration to which the parties acknowledge receipt of, the parties agree as follows: 1. The above recitals are true and correct and are incorporated herein by reference. 2. Grantor grants to Grantee a non-exclusive perpetual easement in favor of Grantee for the purposes stated above, The Easement granted herein shall run with the land and be binding upon the Grantor, its successors and assigns forever. Grantor hereby. covenants, warrants and represents that it is lawfully seized of said Property in fee simple; that the Property is free and clear of all encumbrances, that Grantor has good, right, and lawful authority to convey this Easement, and Grantor hereby warrants and defends the title to the Easement hereby conveyed against the lawful claims of all persons whomsoever. Regardless of the foregoing, the parties hereto, however, recognize that this Easement is non-exclusive. 3. This Agreement shall be construed in accordance with the laws of the State of Florida. Should any dispute arise from this Agreement. venue shall lie in Miami - Dade County. 4. This Easement Agreement shall bind and inure to the respective benefit of the Grantor and Grantee. As used herein, the terms, Grantor and Grantee, shall include the present and future owners and mortgagces, is binding upon the parties hereto, their heirs, personal representatives, successors, and assigns of the Grantor's property and Grantee's property, respectively. 5. This Easement Agreement may be terminated at any time by an instrument executed for such purposes and signed by the parties. The termination or abandonment of this Easement must have the express consent and approval, in writing, to be executed by the Attorney for The Village of Miami Shores. Miami -Dade County. Florida, as to its legal sufficiency. 6. This AgcUddnI stAl riot b*r t o4s*trued against the party who drafted the same as all parties to•thisgirej�i@nCh$vov participated in the drafting of same. 000000 00 sees* Pajovi Holdings, Inc. • Perpetual Easement AgtecmeR;• • • July 2014 i i • i i :•: • Page 2of4 •• •• •� •�• �� • • ••• • • •• •• • •• •• 000 • ti J 7. Nothing herein shall relieve the fee simple of all obligations as to the fee simple titleholder to the Property. IN WITNESS WHEREOF, Grantor and Grantee have hereunto set their authorized hands and seals, this day of July 2014. AS TO GRANTOR: WITNESSES: Signature �A r GL -r,,. ��� STATE OF FLORIDA :ss COUNTY OF MIAMI-DADE: GRANTOR: PAJOVI HOLDING NC. B y Ramon Perez, Vice President I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments appeared RAMON PEREZ. as Vice President of Pajovi Holdings, Inc., a Florida corporation, who I P' is personally known to me or [ ] has produced as identification. to be the person described in and who executed the foregoing instrument, who acknowledged before me that he executed the same on behalf of the corporation, and who did or did not take an oath. Witness my hand and official seal. this day of'J ly 2014. Notary Pub ....... . .. Print Name •� •� : : : : :•: 1Ay Commission Expires: 0- •• ••• •• • • • •• Pajovi Holdings, Inc. Perpetual Easement Agr:cmcdt � • • : • • • : • • • • • July 2014 ... .• : : Page 3 of 4 • : :. ' : • : • :.. • . • or . ..... . .. . RECHAf� EDWARD SMCHEZ Co+ivrftft 6 EE 883241 Exp2017 iT@SFJU(ylr�use3 80V i0t9 Y AS TO GRANTEE: WITNESSES: Mali -° .%�( 2 Print me 4*017 Signature Print Name STATE OF FLORIDA :ss COUNTY OF MIAMI-DADE: GRANTEE: PAJOVI HOLDINGS INC. Ramon Perez. Vice President I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments appea d RAMON PEREZ, as Vice President of Pajovi Holdings, Inc., a Florida corporation. who [ is personally known to me or [ J has produced as identification, to be the person described in and who executed the foregoing instrument. who acknowledged before me that he executed the same on behalf of the corporation. and who did or did not take an oath. Witness my hand and official seal, this /(v day of,gly 2014. . Pajovi Holdings, Inc. Perpetual Easement AgrcemeAb • July 2014 ;•. Page 4 of 4 • ' • Notary Publ� Print Name My Commission Expires: 7//--3// • • • • • • • • • • • •• •� •�• . �� • 000 0� ••• ••• • • • • . • • • •• • • • • • ERICHARD EDWARD SANCHEZ Camrts0on i EE 1183211 MS July 13, 2017 Ba INOTT Fjh 0M t9 �� 000 0� ERICHARD EDWARD SANCHEZ Camrts0on i EE 1183211 MS July 13, 2017 Ba INOTT Fjh 0M t9 u 00 cD CD LOT 20 BLK 23 PHOTOMETRIC PLAN SCALE: 1/16" = 1'-0" • 000 LOT 20 BLK 23 00 LUT --- M W M M U LL to LU ti W m000 0LLi= 0 z — 0,7 CL LO Q U')m Date Of Issue: 06-16-2014 Revisions: Submital Type: 000 00 LUT --- M W M M U LL to LU ti W m000 0LLi= 0 z — 0,7 CL LO Q U')m Date Of Issue: 06-16-2014 Revisions: Submital Type: