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DS-15-2381 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243746 Permit Number: DS-9-15-2381 Scheduled Inspection Date: November 09, 2015 Permit Type: Driveways/Sidewalks/Slabs Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SANCHEZ,VAL Work Classification: Addition/Alteration Job Address: 101 NW 102 Street Miami Shores, FL 33150- Phone Number (305)962-9175 Parcel Number 1131010220050 Project: <NONE> Contractor: VAL SANCHEZ, LLC Phone: (305)962-9175 Building Department Comments INSTALL NEW BRICK PAVER DRIVEWAY/WALKWAY. Infractio Passed Comments DRIVEWAY-50'X 10' WALKWAY-4'X 18' INSPECTOR COMMENTS False 8"X 8" FTG ALL AROUND PERIMETER WITH 1 #3 REBAR ( DEMO-EXISTING 20 X 10 APPROACH-AND 20 X 24 DRIVEWAY) Inspector Comments Passed 79, Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 06,2015 For Inspections please call: (305)762-4949 Page 17 of 42 Miami Shores Village �' FSriCl1t 7y r { i� i �tCS/StE##5 10050 N.E.2nd Avenue NV work Ctassifioah ;Addition/Alteration,_ Miami Shores,FL 33138-0000 or Phone: (305)795-22043 permit Stat s-At�pf vEn IsBu F .'lt1l6l201 Expiration: 04/03/2016 Project Address Parcel Number Applicant 101 NW 102 Street 1131010220050 Miami Shores, FL 33150- Block: Lot: VAL SANCHEZ, LLC Owner Information Address Phone Cell VAL SANCHEZ, LLC 3125 SW 80 Avenue (305)962-9175 MIAMI FL 33150- 3125 SW 80 Avenue MIAMI FL 33150- Contractor(s) Phone Cell Phone $ 2,900.00 Valuation: VAL SANCHEZ, LLC (305)962-9175.._.. Total Sq Feet: 580 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Work: INSTALL NEW BRICK PAVER DRIVEWAY/ Additional Info: Review Planning Bond Return: Classification:Residential Review Planning Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# DS-9-15-57135 $2.00 09/18/2015 Credit Card $50.00 $92.80 DCA Fee $2.00 Education Surcharge $0.60 10/06/2015 Credit Card $92.80 $0.00 Permit Fee $125.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $142.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,ME&A WINDO DORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th egoing information ' accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe r '11 oriz he above-na contractor to do the work stated. October 06, 2015 Authorized Signat caner / Applican / Contractor / Agent Date Building Department Copy October 06,2015 1 iami Shores Village Hding Department OU 6 2015 "1 50 N.E.2nd Avenue, Miami Shores, Florida 33138 \ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 t-A ING Master Permit No.-t)!��'�— ERfi&T APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING /REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �� J LAJ 102— City: ®2— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ®/_ 3/0/— ®�� ®�, Is the Building Historically Designated:Yes NO Occupancy Type: ! Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: Address: —3 ( 2,5— �' s> -� G ��A7znr _ City: 47-" r State: Zip: Tenant/Lessee Name: Phone# Email: C'- 11A CONTRACTOR:Company Name: V Phone#: Address: 6 City: AA (fit State: Zip: , Qualifier Name: 14 2__ ` Phone#: State Certification or Registration#: /3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: A r State Zip: Value of Work for this Permit:$Ior/ ®. Square/Linear Footage of Work: Type of Work: ElAddition ❑ Alteration ❑ New Ef-kepair/Repjace De olition Description of Work: � �"f fl � w X /G / aP� � Specify color of color thru tile: `� `� Submittal Fee$ Permit Fee$'CASs CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ o (Revised02/24/2014) 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 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 ays after uilding permit is issued. In the absent fed notice, the inspection will not be approved an j r ' specti will be ch ged. Signature Signature OWNER or AGENT CONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged beforemethis 06 day of 20.1�� by day oto. �lJ�V 1(/— 20 > by v�1lr .NGIL who is personally known to � � _ ��ilU W-2� who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: oto ` Notary Public State of Florida Ce Notary Public State 0f F1@Fid@SindiaAlvarez Seal: `My Commission FF 156750 cSindia AlvarezExpires 09/0312018 P My Commission FF 9!1®9�®P Expires 09/03/2016 APPROVED BY La Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f a R or H U, V PROPERTY s: BENCH MARK USED � 101 N.W.1022 STREET m x � N J MIAMI,Ff.33150 W°m W z �p�+ ®gam -� Q (FOLIO No.11-3101-022-0050) N/A z (C A -A CRIPTION WwYES ot3 and the East of Lot 14,in Block 1, �`' 7 05 _ W m WED f "GOLD CRESTASUBDIVISION" wWccordingto the Plat thereof as ��>> 5Scale 1"=20 �J ef�➢ $�R O ®�� <<k, F/4-f/e,2$ .... ' Q� g II ecorded in Plat Book 21 at Pa a 5S of a a " " " a• a a a the Public Records of Miami-Dade o w a € " ' z LU County, Florida. :`. ' 0 �.. ::: :: E LOT-9 LOT-10 LOT-11 LOT-12 a ect ........ .. :0 0 0....0 a property that are There may be �not shown on the Map ofal restrictions on the Survey II Y W W OCT 2015 BLOCK-1 BLOCK-1 BLOCK-1 BLOCK-1 Iy Z o o that may be found in the Public Records of o 0 o i o Miami-Dade County,or the records of any other w z 4' CHAIN LINK public and private entities as their jurisdictions ' d= a Z o W FIP 1/2° ® FIP I/2 may appear. /Y. l 13 - JOB J Z NO LD. FENCE 8J°23(R8M) NO I.D. ;, �l�' 'I'Al �o zp zoc'�i �/1� 25 00 , The Map of Survey is intended to be displayed at ap �o�x�xmY 0.67'C L the stated graphic scale in English units of o U o �, "'�FF o KW W— wW Wf ./ 9 o" W h �O measurement.Attention is brought to the fact that i tn3 a z 8 x x m N m�w 2 999 Z ananaanaann g i ° _ I Q`+ said drawing may be altered in scale by the 2 g y a '•o d l° . R reproduction process. jq(� • .00. THE WEST I/2I / I e This Survey was conducted for the purpose of a Q •••• *00 •• : • �. x 0.53 / / 34.70 -. ?Ve SURVEY only and is not intended to r BOUNDARY •�� //// �` // p�a/ 4 delineate the regulatory jurisdiction ofany federal, ®CACI®N IMAP (NOT TO SCALE) W < w ••••• • . z U //// / �/// / //// / ,> '9 CC state,regional or local agency board,commission U U • :•:.•: =w // //// 1/ // //// //// '/ I or other entity. 00 W a U / / q / / / / 3,a. 1N a If shown elevations are referred to N.G.V.D.of 1929 x Z o w ••••• • •. .. •• Legal description was furnished by the client. Q W a U • • • • • a / / / / / / 8 1E. sY > Z ••••a ••a• •••••• / //// / //// / // rpNO The elevations of well-identified features as The surveyor makes no representation as to W F ° depicted on this survey and map were measured ownership,possession or occupation of the w Z LL 0000• > W o o O w • • • s / / / / / / / '' » ' = - �/�s�� 11 to an estimated vertical positional accuracy of 1/10 subject property by any entity or individual. (Y z w W W U • 0000 0000 / / / / / '� .•••a / / / / / / 25.02 foot for natural ground surfaces and 1/100 foot for Lit o o x z W • • 0000•• / / / / / / // / / / 4 / > (�I w m / / / / / / / / \- Ne(� hardscape surfaces,including pavements,curbs Subsurface improvements and/or encroachments Cn o g o=$Z w 0000• •••• •••a• / / / / / / / / / w - / y p 9 I 15 U and other man-made features as may exist within,upon,across,abutting or adjacent to the LL m x w • • i / / // - //// / // °W A / !� / subject property were not located and are not shown. ® o~o>g w a w • ••• • • / / / / z_ Well-identified features as depicted on this survey 2�Z Z o a a a a. d ® —I / / .� r ' u n u n n n n n u u ••••• • '.` , ,� / and ma were measured to an estimated ® o 0:a 0 0 a / / / / / / / / / / / a z.��. p Not valid without the signature and original raised Z 5 W a g a / p rC horizontal positional accuracy of 1/10 foot unless W m E /C seal of a Florida Licensed Surveyor and Mapper. W x .., otherwise shown. Z z o a a a a LO 14 STEPS //// V / / / / / q 'rjeD( <x Additions and deletions to this Map of Survey by Q) p /I / 9( / / _ Q- Legal Description subject to any dedications, other than the signing a are prohibited without W x-� -1 // / // / / / / / //// I " fA �5E... 1Ar/et° limitations,restrictions,reservations or recorded g g p p -•t °m a / / / / the written consent of the signing party. LU U w MA ER c /// / -+ / // / o if m::. easements. W a // r. �P"�®34` Sketch of Survey cannot be used for construction This Map of Survey has been prepared for the °a n�W- a / // 3 °°c . purposes.Surveyor not responsible for third party exclusive use of the entities named herein and = n L)�J o HMO x the certification does not extend to any unnamed party. o U U o o a x z�o 01g / alterations. °z o 0 0 a CERTIFY TO: oow� ;oxo'oc� hIC � UUUW WLLILLL ULLLL J .1 0./ n u.u n n u a n n u n n PLANTER LIST OF POSSIBLE ENCROACHMENT: N/A g i $PR®PERTIES LLC. a Z = d O ..... ... UU®WW LL:LL:LL.L:WJ / // / / // / / // / / / I 0000 • � $ � 0.8T CL 6.88 FH � 1h �J11 0.47 FIP I/2 o I �7 t SURVEYOR'S CERTIFICATION: z xWo 25.00 PLANTER STEPS NO I.D. ®5 O ��/ p _ _ _ _ I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY" o LL w Z m F w LL 3 (D /� / o EAST I/2 n = L=39.4 - °" '� AND THE MAP OF SURVEY RESULTING THERE FROM c ov Lu w o ?z W -V_ Z-g F- a J a o w ,i WAS PERFORMED UNDER MY DIRECTION AND IS w o N N Tart= 15. CT TO THE BEST OF MY o° 9 j Q o z a fl I CONC. i I®=90.2004" �da�mmo �� ocxi p Q TRUE AND CORRECT FIP I!2" r9 WALK I- -� I BOUNDARY SURVEY"DMEETS THE INTENT OF THE ID LL a n n a ^ i NO I.D. 2FN o _ _k �. "MINIMUM TECHNICAL STANDARDS FOR LAND a 3U am m o o :e�c v ®FN k TO RULE5J17OF THE FLORIDA ADMINISTRATIVEANT a 1 5'EA61C-sip, VQLK • .•:: �:: r 8�:?5. y : - . FIP I/2'. � y CODE AND ITS IMPLEMENTING RULE,CHAPTER Survey is not covered by CONC. NO I.D. p 472.027 OF THE FLORIDA STATUTES. Proffesional Liability NORTH R T OF-WAY LINE RAMP x Insurance. . n , Insu 12'PARKWAY o I _ �� - ORIGINAL 08-15-2015 0 FIELD EDGE OF PAVEMENT `V N - REVISIONS: 3. N _. 08-15-2015 W. 102nd ST. — — — GARY B.CASTEL 16'ASPHALT PAVEMENT AERIAL MAP (NOT TO SCALE) PROFESSIONAL LAND SURVEYOR No.4129 DRAWN J.V.D. 50'PUBLIC RIGHT-OF-WAY STATE OF FLORIDA SHEET No. 1�1 FLOOD ZONE INFORMATION: �c �` Community No. 120652 Land Surveyors & (Mapper �® AJe� �k vee Panel No. 0302 / �� -Al �e®� /® �►-h��.�� Suffix° L 8567 Coral Way,Miami,FLORIDA 33155 ;1113J1 CT 1 C)CO��II'I 1AI,1cE WITH AI_L FEI � �J" FIRM Date: 09-11-2009 08-407-15 t !• 1 e/� Telephone:786-290 4184 Flood Zone: X s Miami Shores Village - - Building Department _ SEP 18 2015 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 2011 BUILDING Master Permit No. `DS- 15 -2341 rBI IT APPLICATION Sub Permit No. ING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP L CONTRACTOR DRAWINGS JOB ADDRESS:- 161 0 W /0;�)' �7 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 4/- 1,0 i O 2Z_Q0 -D Is the Building Historically Designated:Yes NO Occupancy Type: Load: -Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): S 7'5 P120,,�?eelo�efS Phone#: 96-2-717,1- Address: 3/.? AW City: NC/ ` State: -/ / Zip: Tenant/Lessee Name: Phone#: -?OJ-- F62 Email: 5c CONTRACTOR:Company Name: fir( /� �Z `-'' Phone#: 30 119-'4' Address: /goo e City: State: r Zip: 33/ 3 cJ Qualifier Name: UA-/ �j 7 P Ztit, Phone#: State Certification or Registration#: Certificate-�,j 9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: vv S Value of Work for this Permit:$ � �� Square/Linear Footage of Work: �-Jj® � Type of Work: ❑ Addition // ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:!��s r�� A7 E'i,c) ��'I C l� Q"�✓e!Q �d�!�cPty Cic/ /.cl l � �` 2 ce,�a Pet '2t e/Z 1- 4 1 064 �µO -- 41 Specify color of color thru tile:_ �xs' a �-t�`'9 Zee X roPW 2oo4cL►- f�ti� 10><� � y Submittal Fee$ 5D®� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) E a _ 1%CL 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 whose property is subject to attachment. Also,a' ' 'ce of the recorded notice of commencement must be posted at the job site for the first inspection which occurs se (7) ays after the building permit is issued. In the absence o uch osted notice, the inspection will not be approve einsp ion fee will be harged. Signature Signature "OVNER or AGENT NTRAft OR The foregoing instrument was ackno edged before me this The foregoing instrument was acknowledged before me this day of .20 by day of ,20 by .who is personally known to who is personally known to me or who has produced V--bL- as me or who has produced F b L as identification and who did take an oath. identification and who did take ath. NOTARY PUBLI NOTARY PUBLIC: Sign: Sign: 11 Print: Print: �v"l2i° l` �t� V1 c c' Seal: Y„ GRIZELMIRANDA Seal: =qti' ,. GR12ELMIRANDA MY COMMISSION @ FF 110402 ; .: MY COMMISSION#FF 100402 tiff, t EXPIRES:March 28,2018 H., :; EXPIRES:March 28,2018 Bonded Thru Notiny Pebrr U,de�raeB '• Bonded ThN Notary Puft Underwriters APPROVED BY , I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i SEP 1 2015 SNORES I e Miami shores Village Bnm Building Department Lh �� 10050 N.E.2nd Avenue I*�R' A Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF(FLORIDA) COUNTY OF(DADE) The undersigned Affiant, ��ail,�ii2 ��,a( �,does hereby attest that (Property owner) The attached survey, performed by ✓r ��e�/v� �� (Name of surveyor's company) For address: 1016 Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Fu Affiant say a naught. Property Owner Signature Property Owner Print Name SWORN TO A SUBSCRIBED beforQ me Hig •� AW of Afflant is personally known to m , lodlicEd•• as identification, •-•� • ••• • • • • • •• go • • ° • • ••' • ° Ntary Revised on 5122/20091 Revised on 6112109 • ••° • HAYUEE GMIGMO ° • • . •• .. .: MY coMMISSION#FF 148824 • • • • i ; 'ar EXPIRES:August 6 2018 • • • • • w at •• o''•' Bonded Thm Notary Putdic Und—titers ••• 0+ •• • • • • ; A;R�``' • l ,SNoREs Miami shores Village ones p„ Building Department 10050 N.E.2nd Avenue L^ a�� Miami Shores, Florida 33138 �l0Riup► Tel: (305) 795.2204 Fax: (305) 756.8972 COVENANT OFCONSTRUCTION WITHIN RIGHT OF WAY Whereas, (owner)_,� /� G� f1 hereinafter referred to as the owner of the following described property(address): C% � Legal Description Lot Block Subdivision Folio# Requests permission to install (describe work): Ac l ve-W R-1 �50 / ® Gr u Within the public right of way of(address) IU 1 �� — 102— 2-Y �j IN CONSIDERATION of the approval of this permit by the Village,the owner agrees as follows: 1. To maintain and repair,when necessary,the above-mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnij, amd hold Miami Shores Ullage or Dade County harmless from any e e e e e e e ee e e e e and all liability,which may rise by virtue of perr;AGootiA$the installation:of these items within the public right of way. . ee• . ee• e• . e • e .. . . . .. . .e . e . . . ee 000 ee so* Goo eee . . e e eee ee. . . . . .e . . . . ... . . ee e.e 0.0 .e . .. .. ... . . 3 'The Owner does hereby agree to remove or relocate their facilities at their own expense,within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned,their heirs and assigns, until such time as this obligations has been canceled by an affidavit filed in the Public Records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this day of ,201 Owner's Signature) SIGNED, SEALED, AND DELIVERED in the presence of: MAYDEEGMOWD MY COMMISSION 4 FF 148824 EVIRES:Ag�B,2018 Nf,. Bonded Tin NM71 Mko Uo*mk rs •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • ••• • • • ••• • • ED Titan Florida COIT Pennsuco Cement& Aggregates OCT 0 i,2015 11000 NW 121st Way, Medley, FL 33178-1009 Telephone: +1 (305) 364-2230 Fax: +1 (305) 364-2288C 0FY www.titanamerica.com Gem Pavers May 30, 2012 Attn:Tera Fernandez 9845 NW 118th Way Medley, FL 33178 RE: Titan America-Construction Materials and LEEDS Titan America LLC, headquartered in Norfolk, Virginia, is premier cement and building materials producer in the Eastern United States. Roanoke Cement Company received Energy Star®recognition in 2007 and 2008 and is an Energy Stam partner. Pennsuco Cement Company received Energy Stam recognition in 2008 and is also an Energy Star® partner. Its parent, Titan Cement Company, S.A., headquartered in Athens, Greece, is a signatory to the UN Global Compact, a group of companies committed to sustainable and socially responsible business practices and is a founding member of the World Business Council for Sustainable Development. At Titan America LLC, the values we choose to guide our business places a high emphasis on corporate social responsibility. These values influence how we operate, how we relate to our community and how we impact our environment. The products we produce at Titan America LLC can be an integral part of energy design efficiency and environmental awareness. From the use of concrete for parking lots to improve reflectivity and reduce energy usage to building materials that incorporate the use of cement that contribute to the goal of being energy efficient and environmentally wise. The USGBC's Leadership in Energy and Environmental Design program (LEEDS') has advanced a system to rate the process and encourage its ideals. Titan America LLC Pennsuco products can directly contribute to LEED credits in the following areas: Pennsuco Portland cement- Recycled Content MR Credit 4.1 and MR Credit 4.2 Portland Cement Type I and VII are made from raw materials that include 16.6% pre-consumer recycled content material, 11.94% bottom and fly ash and 4.65%slag respectively. Pennsuco Masonry/Stucco Cement - Recycled Content MR Credit 4.1 and MR Credit 4.2 Masonry cements are made from raw materials that include 10.71%(Type N, Type S masonry and Stucco) pre-consumer recycled content material 7.71% bottom and fly ash and 3.0%slag respectively. .. ... . . . . . .. . .. . . . . ..• . .. ... .. . . . .. . ... ... . . ... .. . . . . . . . . . A Titan G6%Lg) C�Iipany:0 •�• ••• �• Tarmac ® Roanoke Cement • Essex Cement • Separation Technologies ••• • • • • ••• • • • • • • • • • • • • August 1, 2011 Titan America -Construction Materials and i-EEW' �. Page 2 Pennsuco Portland cement and Aggregates- Regional Materials:MR Credit 5.1 89.96% percent of all the raw materials used in the manufacture of Portland cement are from materials extracted and manufactured within the region. All aggregate products are produced from materials extracted and manufactured within the region. LEEDO requirement is that the materials be "extracted, harvested or recovered, as well as manufactured within 500 miles of the project site. From Medley, FL, this extends to Charleston. SC, Dothan, AL. and Panama City, FL. Should you have further questions regarding USGBC's LEED* program and how Titan America LLC products work within that program,we encourage you to contact us. Respectfully submitted, Southern Area Manager Pennsuco Cement&Aggregates .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . or .. . . . . . . . . . A Titan GrpJ Cclpany :0 �•� �•� i� Tarmac 9 Roanoke Cement o Essex Cement o Separation Technoiogies . r White bockQ uarries i, May 30, 2012 Tara P. Fernandez Gem Pavers 9845 NW 118"°Way Medley, FL 33178,1043 RE: Various Projects This letter is to certify that White Rock Quarries aggregate material supplied to Gem Pavers was mined and produced in Miami— Dade County, Florida USA. The Quarry that supplies the material is located in the Miami area and supplies material throughout Miami — Dade, Broward, Monroe, and Palm Beach Counties. This will satisfy the MR-5 credit requirement for regional or local material under the LEER certification program. Best Regards, Rex A. Nealis Sales Manager .. ... . . . . . .. . .. . . ..•. . . . .. . . . . .. . . . . .. .... ... . . . ... . ... ..• . . ... . . . . . . . . .. . . . . . . . . . 0000 Corporate Headquarters P.O, Box 15065, 101 Sansbury's Way, West Palm Beach, FL 33416 Phone:561.793.2102 Fax:561.798.3778 Nlain Quarry Sales&Credit Phone: 305.822.5322 FwA 02,824.45(r :VI8i i'Q4arry Scale Fax:305.824.1 X133 . ... . . . . . . . . . . . . . . .. .. 00 . .. •. ... . . . ... . . Product Quality Summary Report Period 03/01/2012-04/27/2012 Plant 0001 White Rock Quarries Product F05 Commercial Screenings P-3 MINE 87-339 Specification 3/8"(9.5mm) 100.0 #4(4.75mm) 100.0 #8(2.36mm) 85.7 #16(1.18mm) 62.5 #30(0.6mm) 42.6 #50(0.3mm) 25.0 #100(0.15mm) 6.6 Pan 0.00 FM 2.78 4200(75um) 1.24 Wash Loss(#200/75um) 0.0 Absorption 1.7 SPGR(Dry,Gsb) 2.512 SPGR(SSD) 2.556 SPGR(Apparent,Gsa) 2.626 ego • • • • • • • ••• • • • . • aggQC 05/01/2012 White Rock Quarries Page: 1 of 2 • • ••• • • • • • • • •• • • • • •• •• ••• • 0 • .•• • • Product Quality Summary Report Period 03/01/2012-04/27/2012 Plant 0001-White Rock Quarries Comments Query Query Selections Date Created 05/01/2012 Date Range 03/01/2012-04/27/2012 Plant White Rock Quarries Sample Type Investigative Sample Method Stockpile Number Of Tests 30 •• ••• • • • • • •• •• ••• •• • • • •• • ••• ••• • • ••• •• • • • • • • • • • aggQC 05/01/2012 White Rock Quarries Page: 2 of 2 ••• • • • • ••• • • • Y • • • • • • • • • • • • • • • • ••• • • • ••• • • Product Quality Summary Report Period 05/30/2008-05/30/2012 Plant 0001 White Rock Quarries Product 09 #9 Rice Rock Spec(flcatlon NOT FOR DOT 3/8"(9.5mm) 100.0 #4(4.75mm) 79.4 #8(2.36mm) 13.8 #16(1.18mm) 4.9 #30(0.6mm) 2.8 #50(0.3mm) 2.1 #100(0.15mm) 1.2 Pan 0.00 FM 4.96 4200(75um) 1.26 LA Abrasion 21 Absorption 2.5 SPGR(Dry,Gsb) 2.483 SPGR(SSD) 2.545 SPGR(Apparent,Gsa) 2.646 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • • •• e• • • • • •• aggQC 05/30/2012 White Rock Quarries Page: 1 of 2 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Product Quality Summary Report Period 05/30/2008-05/30/2012 Plant 0001 White Rock Quarries Comments Query Query Selections Date Created 05/30/2012 Date Range 05/30/2008-05/30/2012 Plant White Rock Quarries Sample Type Investigative Sample Method Stockpile Number Of Tests 30 aggQC 05/30/2012 White Rock Quarries Page: 2 of 2 a a EM PAVER y SYSTEMS, INC. Yo _. MANUFAGTIAERS OF INTERLOCKING DRIa..PAVL:RS WARRANTY RRAN "Y AU pavers manufactured by GEM PAVER SYSTEMS meet the ASTNI Designation C:-936, for solid concrete interlocking parer units of? 3/8 inches. By manufacturing to these specifications, GEM WAVER SYSTEMS warranties the structural integrity of our pavers for ten (10) years. TIn's `varran", does not cover normal wear and rear, minor chipping, or spalling. All pavers covered by this warranty must be installed to meet industry standards for concrete interlocking pavers. .. ... . . . . . .. 0 000 . . .. . . . . ... . .. ... .. . . . .. .. . . . . . . . . . 9845 N.W. 118th Way. Medlej FL:3317P ;';el:;3098950.0000 ® Fax:305-805-0002 • •• •• • • • •• •• ••• • • • ••• • • GEM PAVER SYSTEMS, INC. MfWUFACTURERS OF WERB.UMNG UMCK PAYERS MATERIALS AND RESOURCES US GREEN BUILDING COUNCIL(USGBC)REQUIREMENT LEM CREDIT SUMMARY CATEGORY POINTS US GREEN BUILDING COUNCIL (USGBC) REQUIREMENT LEED CREDIT SUMMARY MR CREDIT 4.1 1 RECYCLED CONTENT 100/o POST-CONSUMER &1/2 PRE-CONSUMER MR CREDIT 42 1 RECYCLED CONTENT 20%POST-CONSUMER &1/2 PRE-CONSUMER USE MATERIALS WITH RECYCLED CONTENT SUCH THAT THE SUM OF POST-CONSUMER RECYCLED CONTENT PLUS ONE-HALF OF THE PRE-CONSUMER CONTENT CONSTITUTES AT LEAST 10% OF THE COST MR CREDIT 5.1 1 REGIONAL MATERIALS 10%EXTRACTED, PROCESSED, AND MANUFACTURED LOCALLY MR CREDIT 52 1 REGIONAL MATERIALS 20%EXTRACTED, PROCESSED, AND MANUFACTURED REGIONALLY USING BUILDING MATERIALS AND/OR PRODUCTS THAT HAVE BEEN EXTRACTED, HARVESTED, OR RECOVERED AS WELL AS MANUFACTURED WITHIN 500 MILES OF THE PROJECT SITE FORA MINIMUM OF 10%OF THE COST. CREDIT 5.1 OF THE TOTAL VALUE OF THE MATERIALS AND 20%OF THE COST SS CREDIT i i ••i i i i i i 7.1 1 SUSTAINABLE SITES •• •: : : : : :•: •• FOR 50%OF HARDSCAPE NROVIBE?0•LAR!REFtEft% INDEX (SRI)OF AT LEAST 30,UTILIZING LIGHT COLORED/HIGH ALBERDO PAVING STONES • •.• ••• . • ••. 0 00 •. • . • • • • . • . ••• • • • • • 9845 N.W. 118th Way. Medleyfl..%3t7A s tel:205:895$000 • Fax:305-805-0004 ... . . . ... . . G X E I PAVER SYSTEMS, INC. MANUFACTURERS OF INTERLOCKING BRICK PAVERS SHE making the best 19- avers fll ! T&EUCfldCf&-nU;Ca[C0"=Y PLANT- Technical Services Departmerra: DATE RECEIVED 3887 Recker Highway TEST DATE- Winter Haven,FL 33880 MANUFACT.DATE- SPECIMEN TYPE- ASTM C-140 RECORDING SHEET TEST SPECIMEN#1 SPECIMEN#2 SPECIMEN#3 Average Length 7.799 7.909 7.799 Length 7.799 7.81 7.8 Average Length 7-80 7.81 7.80 7.80 inches Width 3.98 3.982 3.883 Width 3.U3 3.886 3.876 9 8 a .7 SPECIMEN J'#3 9 3 �VL Ira 6 7 Average Width 3.88 3.98 3.88 3.88 inches 2. �0-29 r 32 IT 2 Gross Area 30.27 30.33 30.26 30-29 in Height 2.353 2.339 2.32 Height 2.332 2-349 2.323 Average Height 2.34 2.34 2.32 2.34inches Gross Volume 0.04104 0.04114 0.04065 0.041 ft3 Bulk Specific Gravity 2.16 2.19 2.14 2.16 SSD Specific Gravity 2.24 2.26 2.23 2.24 Apparent Specific Gra vitV 2.36 2.37 2.34 2-36 Weight as Received 5.209 5.7025 5.511 5.47 lbs. Immersed Weight 2.914 3.2055 3.065 3.06 lbs. Saturated Weight 5.2595 5.743 5.562 5.52 lbs. Dry Weight 6.067 5.5466 5.3526 5.22 lbs. Net Volume 0.03759 0.04067 0.04002 0.039 Percent Solid 91.60 98.83 98.44 96.29 % Absorption% 4.00 3.54 3.91 3.82 % Absorption(pcQ 5.39 4.83 5.24. 6.15 lbs.ffl3 Density 134.54 136.39 FF 133.76 134.90 lbs./ft' :.: %Moisture 75.06 .71-31 75.66 76.70 % Net Area 27.73 • • :24.91 • 29.79 29.16 int Compressive Load-lbsAorcel 253820 270510 265820 263383 L Net Area Load-psi 9,700 9,280 9,110 9,0301 TtstlB� • Randy Johnson Goo 9845 N.W. 118th Way. Medley.-FL.j.AZI :0 1:W8®50400 * Fax:305-805-0004 Soo 0 . .:. :0 0: Ar; AMETEK company DEET LABORATORIES A Diwsion of Atlas Mazer& 45601 PJorti-:''r;h Aver;:- [Uport No-: 3 11-) 1-2 Phoenix Arizona 8503 Phone .1 623-465-73.56 I-do N 1 3 1 1 toll Free. 800 255 3)72,6-,- :' k li,rm R',:t'Crcncc- Check :-;1435; Fax I 823-465-9.01 Date.: Varch 20. 2012 www.atlas-rrits.com IIENIISPI11"RICAL SPECTRAL REFLECTANCE and TO]A1. V M ITT.%,N CF I FST R F.POR F preparcd ['()r- GEM PAVERS SYSTEMS, INC. N 4 S \.W. I I 1 Lk�1 Medlev. 1:1 presented b,,-. Atlas \Vcatlicl Ing ser\Ices Group DSF-F Laboratories 4500! \orth 47th AVOILIC I'llonc. 621-46-73,;() FAX: h-)1-405-0-40() 1 A -:r.c, I ?,.i , �! -,, "',''if;.jlcn A:. Prepared b-\ • 4- Katlifecii R. c . at-ski • 0:* 0:0 .0. .0. 0 • :0 :0 066 :0 ACCREDITED L TESTING 0•:0 0:0 ,7 SOTEC 1702b M C;FRf;1170! : 0•0. .:. An AMIETEK Lid fflk1r1.j%M Company DSET LABORATORIES A Division of Atlas Mater.ai Tesnnq I-Tr ;ir,;xy i:.: GEN[ PAVERS SYSTEMS, INC. 45601 North 47th Avenue Report 'vel,: 3 1321-2 Phoenix,Arizona 85087 U.S.A Phone: +1 623-465-7356 Order No.: A1.31 1_1 Toll Free,800-255.3 738 iu.s o^>; Client Rcicrcnec: Check !1 14155 Fax. -t 623-465-9409 Date: March 20-201-1 www.atlas-mis.com Page ? of 5 HEMISPHERICAL SPECTRAL REFLECTANCE and TOTAL E MITTANC'E "TEST REPORT 1.0 INTRODUC-TION 11his report presents rCSIIIIS of spectral reflectance and total cin ittance measurements on the 161 lowing,two paver specimens coded: 0 11,11 Sample ,.I and '? 2.0 TEST METHODS AND PROC E;DURES Reflectance Hemispherical spectral reflectance nlc;nurcnlents 4ccrc performed in uccoidancc k%lIh ASTM Standard Inst Method ['903 (1996)• The inca,.urctuetit' were pel-iimllcd with a 1'erkirlLlnler Lanjbda 950 Spectrophotonfetcr utilising an inte�trating splicrc (Fig ,\1_1 of Pitta). l otal rcllcctuncc measurements Were obtained in the solar spectrum from 250111111 to 1001/111 at an itleidcnt antile (it' S'. The measurements employ a detector-baffled. wall-mounted integrating sphere that precludes the eccessitv..,f enlhlo- Cl a reference standard except to define the instrument'` 1001" line. The rllcasurentcrtts are prolicrlN denoted as beim. •hi:mispherical spectral retlectance'. i otal Solar 11 lcflectarlcL bth\ 1.5 (AS I M C11511) direct Solar Spl'etrUltl Lltrhlltlg i i 1` wcuJiled ordlnatcs. All sheciral data are submitted here%%ith in the original. .. ... . . . . . .. .. . • . . .. . . . . ... . • . • . • . . • . ..• •.• . . •.• . •• •• . • . • •• ACCREDITED �iESTING-J 0:0 •• • • • • 0:9•• • • i5D;fEC 11625 2tWb • • • ••• • CE • • RT o 711,31 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AnAMETEK Company ®SET LABORATORIES A Division of Atlas Materia;Testis GE AVERS SYSTEMS, INC 45601 North 47th Avenue Report No.: 31321-2 Phoenix.Arizona 85087 U Phone:+1 623-46.5--,-'�nF; Order No .: AF 11321 Toll Free:800-255-3738 Jj 1 ctit R cfercricc: ('heck 4 1431 5 5 Fax: .1 623-465-9409 D,ttc: `larch ?O. 2012 faire ot'i HEMISPHERI( All, SIT( TRAL RE FLE(J'ANCT and r0TAI, E,.'Vli,rl'AN('E TESTREP011'r 2.0 TEST ,,%IE'1'IMDS -%ND PRO('EDURES licont'd) Emittance Near-normal infirarcd rct1cctancc nicasurcincrits wcrt: perl'Ormcd In accordance with ASTM E408. !Mctliud A. A Gier Dunkle Instri.111101t.1, infrared ReflectolneterN40(tcl DB loo► was utilized for the measurements. Inside the detector portion are tx\,(' "CIIII-odindrical ca\itic,,,. One of the ca%,itIcs is licated by an electrical heater and the other stabilizes at appl-oxllljjitclv room ternIVI-Liftirc. I hus, the two ca\ni I es are 1-naintaincd at diffierent temperatures. As the cavities rotate. the sample is altcrnatcly irradiated at 13 liz. A vacuum thcn-nocouplc \lc\\-, the ,amplc thl-01.1011 111 "JAICal s\,SICIII that 1'0UlSeS throLI&III slits in the ends of the ca\itles. 11,I)IL: anti cljcr, 1-ctlectc(i by the ,ample. orll\, the reflected I he detector I-cccl*\C,, C110*2V emitted 11-� till-' Sit energy contains an altelliatil-10 COMP011ult as thc "allipic 1,, ajjclj,utcjy ii-ra(liate(i by tile hot and cold ca\itics. An amplifier is synchronved \6h tilt canity rot,11Kill to pass only the (icsired altem rnall , signal. which is then rectificd and filtered. ['he zero and g,111, arc set with standards of known ernittaricc. 'File calibration is rcchcckcd ill scvcial 'lItCl-\Zll1, (11,11-1144 the nIC;l.,,LIIVlIICllt- The 61cr Dunklc infrared Rctlectorlicter Is calibrated I Using high and lo\% cinittalicc standards.standards. The standardsstandards �kel-C calibrated at and obtained from the National tr _ ahm,ator\ In 1-Ingland. flic CillittalIC': �J]Llc tor thk: glaS., -;tandard equal. O.So . The cinittaiwe aluc l6r thc mirror standard ckjual-si (,.()I Ncai-mlmial cimuinc(: lo, the Rclatimiship Micre. u S111cc thc.�c "PKj— 110 111C kku- JR. OIL: [M-CCC(lill'" CLjLI1j1I0P FC,&ILCS I0 I alid, I - I, � ACCRfiDITfiD TESTING ISO We IMM Inv ;.ERT 4 717 431 An kMETEK Company DSET LABORATORIES A Division of Atlas mazarr lost: GEM P.,kVERS SYSTEMS, INC. 45601 North Vill Aveni,e Report No.: _3 I 3_1 1-2 Phoenix,Arizona 8508-1*U 1)A Phone- I 623-465-735F Order No.: A 1:13 1121 Toll Free 800-255-3738 IJ S Client Rct,crence: ("heck 1141-5 5 Fax- .1 623-465-9409 wwwatlas-mis.cor, Daic: March 20. 2012 Pag-C 4 ill.5 SPIl."CIRAI RIA-14"( VAN( E and TO I M, FN11TT,,%NCV TEST REPOR V 2.0 TES'I MET11ODS ,VND PRO( E01 RVIS (cont'd) SRI The Solar Rellectaricc lix1ex I.-%; calculated Irj)IlI ,\Sl ,\l Lll)No. Hic 1vocedurc defines a Solar Ret1walice Indcx (SRI) that incjsurc, the rclatl\e stciILIy-.1,tZItC ,,urtiicc 11cmi-malut-c'" of it AIrt1ICC With respect to the standard whitc, (SRI 1001 and I lie starldlrd NZIA (SRI 011 11111,10- the standard ,Mar ;III([ ambient conditions. The program used for the calculatIMIS \%U, lino,idcd b% I zmicncc Berkeley I iiboraloi-N in ( alit6rilid. .1.0 OBSERVATIONS, DEVIATIONS, AND WAIVERS AII 1)(21101-111C1I I'll Oil 1011 '>IdC ill* tllc Sjxxjillcll.<. Ihrcu additional sliccillict-IN Were ,,uhmitted. ret rionce F 1 X 11 CAUTION: AS I \1 -1 c-st .Method PM-1. 11dra-ralill �;A Civallv ;Iafc, thl.i I.C:,1 incLhokl hii,,, bo.;eli 60ulld t11,11 patterned. tir,_-urrugatcd In that the 111CASLII'Cd prat 1cal...cxcelit I'Or tho-,c Illiticl 11 SI)CCIIIICII', Coded Mix III cxhlbll dic client Is k.:ilLItI0IICd 'odlcil U1111/1111- Uic rcIvilcd measurement \ALICS. \VIJI) ali tL:.St 1110110d,-,. lll\:I-L' of ulloxi-lill lit-,, lor the Ic't J,11;1 duc to ille tolcralicc" of, the ill and \iIntition C1.1l h\ the tv"'t Illethod. The Csnnwlcd lolcrat]L:es ili-L; bc lei, thill] I)iu 111,HILI-, k1l 111W11 I" :\ ; 1*\vl ♦ ' Hyl LA^1rLJqL An AMETEK Company DSET LABORATORIES A Division of Atlas Material FEs?mi "e . u •l, GE. I PAVERS SI S I E 115, INC. 45601 North 47th Avenue Report No.: 31321-2 Phoenix,Arizona 85087 USA Phone:+t 623-465-7356 Order No.: AE31321 Toil Free:800-255-3738(U S oniyl Client Reference: Check 014355 Fax: +t 623-465-9409 Date: March 20. 201 www atlaS-mts.c0m Paue 5 cif 5 HEMISPHERICAL SPEC`I RAI, REFI.E:C'TANC'E: and 101'Al. E1I1' TANCE 'I ES I REPORT 4.11 RESUI.I'S Reflectance and SRI: i Specimen C'udc Solar Reflectance SRI Coral Sample 41 61.2 74 Coral Sample "2 5G•4 6% E:mittance: - - - 51-)cci111vn ('()(ICRc.11cclance(p) Vic:a!,urccl Nvar-Nunnal E:mittance(s) i Calc:ulatcd Coral Samiile '.*1 t)? •93 ('oral Sample: 1:2 ---07 ------ ----- .9 --- . .. ... . . . . . .. . .. . . . . ... . . . . . . . . . . . .• ... .. . . . .. . . ... ... . . ... .. . . . . . . . . . ACCpBDRED TESTING , ••• • • • • ••• • • W,U17075?005 • • • • • • • • LERTe ill 01 • •• •• • • • •• •• ••• • • • ••• • • eIn �pp �a �j qeg PROPERTY ADDRESS: BENCH MARK USED N �a a Sn 0 � a LJ I M., IJ y 101 I.W.102 STREET o W MIAMI,FI.33150 w x°m 0 (FOLIO No.11-3101-022-0050) N/A >w° Ik"o •/�/, M�® I , U Q z ele/C f l DESCRIPTION W w N n A 1 S/ IAJ L+Lot 13 and the East z of Lot 14,In Block 1, �214 z�„ � � �3 7 9 �6/�1 v �j`f//OJ / J of "GOLD CREST A SUBDIVISION" _ „' W W a 2U, W �` �•-- L /� �® �. 'cccording to the Plat thereof as ❑�°�mOMm Scale 1"=20' / L rnn �5�w»�[33 / recorded in Plat Book 21,at Pa a 56,of �` a/ - u n n u n u n u u x ^4 /9 4clk the Public Records of Miami-Dade o w� a U. a w W County, Florida. " ' '' ;3 l4 T- 1 LOT-10 LOT-II L -12 o f f . I', . a v�,�s There may be legal restrictions on the subject K-I BLOCK-[ BLOCK-1 B OCK-1 I a � U_ ' ` •J property that are not shown on the Map of Survey 1 ` t Jr W o w . w that may be found in the Public Records of I ; v L) ® � :o o ( o Miami-Dade County,or the records of any other I= y W 4' CHAIN LINK A FIP 112 w ._ "' may and private entities as theirjurisdictions I I' J °= a z FIP I/2" 85.23' R$M ,•; o a NO LD. FENCE NO I.D.D ...� Y PP -- ao3 zoi 0ZY it 25.00 a Map of Survey is intended to be displayed at o °m stated ra hic scale in En lish units of = qr. 0.67'CL (�eeAov 9 P 9 3 0o99mn 'o��o m surement.Attention is brought to the fact that ,® v3 a rr a a� m m N v Win . .. 1 o n u o u n u n n n n v �° I /S7 I lel id drawing may be altered in scale by the ® 99 / >x I �-1` / re uction process. — a�=a�z w WOW 25.00 -,: _ ........... .. t 0 m m THE WEST 1/2I ? A Thi Survey was conducted for the purpose of a ` z 0.53 / / �, / / / _ . 7U , n �(, BO NDARY SURVEY only and is not intended to N I\ j /b l i a p //// / / / //// / ! y �S deli ate the regulatory jurisdiction of any federal, LOCATION MAP (NOT TO SCALE) Q w \ wz7 F a z / / // / / / // :• s �� sta ,regional or local agency board,commissionVic ❑ �. .1 or they entity. M � z O C7 / // / / // / / // / ® a egal description was fumish�by the client.U Lu LL If shown elevations are referred to N.G.V.D.of 1929 Q R Z a w LLi s / / / / .e f>ftldt llat Y � = U - The elevations of well4dentified features as The surveyor makes no representation as to >_ U z u 0 I en / / / / / I Er ' s.�,/j depicted on this survey and ma were measured ownershi W m / / / / �,- t�T P Y P P possession or occupation of the z LL /// / / // / // // % an estimated vertical positional accuracy of 1/10 subject property by any entity or individual. > w �°, a } w y /////// ///////////// /4 / -- j •. LU x� qq f tfor natural ground surfaces and 1/100 foot for w❑ o U W Y W U U / / / / / / / /t/elo h dscape surfaces,including pavements,curbs Subsurface improvements and/or encroachments (A o a�IN $z rn `� / i ////// / // ////// 0 t0 * ' ° a d other man-made features as may exist within,upon,across,abutting or adjacent to the u. w m �i • • - + / / B -I' //// / / �C z �/C l� ell-identified features as depicted on this survey subject property were not located and are not shown. ® g o z Z'o a a a a N+• E d — /� / / / u all 11. 11 n n n n u e� z y / // / / / / / / / / / I r / a map were measured 4o an estimated ® U -� asl / // //// / /// / /// ® w 3 �� TD hon ontal positional accuracy of 1110 foo4 unless Not valid without the signature and original raised Z >.u; a ,� q seal of a Florida Licensed Surveyor and Mapper. W =" 0 LL" �T Z X / / / o _ othe se shown. Additions and deletions to this Ma of Survey b (7 z z o a a a c r� STEPS /// Y / / / I I oDescription1 Y other than the signing P t Y c � C t �BL�DCIt I r /// /// / /9 / /////// F�3/�� Ql� M��A lim tiorestrictions,reservationesorrecorded 9 9 Partyareprohibited without x- C C ' / / the written consent of the signing °m3 r O �tE I E n / / / w 9 9 Pant• 8w o N /V C 4A.) eas menu. w �o w Sket h of Survey cannot be used for construction This Map of Survey has been prepared for the C c' purpo as.Surveyor not responsible for third party exclusive use of the entities named herein and = y =z z a w the certification does not extend to o Z m ° a / o site ons. any unnamed party. _Ir 9 2 ��a z ° ' 11 (� 1 U U U z W comma- 0z / / / / / TLAITIAR sis I"I�O,N L CERTIFY TO: o wWo m o00�.: : ... ::: LI T OF POSSIBLE ENCROACHMENT: WA oQQg/ / U U U W W LL LL IL 2{L CY J�' a n n,n n n n n n u u n u I��` �� ST S PROPERTIES LLC. a z I `! UV®W W�IL LLLLLVJ 0.67'CL / / / / / g / / / / / 26.88 ' 0.4 FIP I/2" w FH I � a 25.00 NO I.D. ° ® ^ SURVEYOR'S CERTIFICATION: 0 W z W w ® PLANTER STEPS �/�l `�f t z z m $ U a EAST I/2 I / 0 R=25.0 Y , I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY" o H! z z m a w LL X 1 wL=39.4 °'2 AND THE MAP OF SURVEY RESULTING THERE FROM o c°i1r.5o ?z o - - WAS PERFORMED UNDER MY DIRECTION AND IS OM w z c1-m❑ �z N N ±u I Tan= .15.: �g /6� �Q � KNOWLEDGE AND BELIEF AND FURTHER,THAT SAID Nd a:a m m o N❑o U o ('p[ TRUE AND CORRECT TO THE BEST OF MY U Re z=0 5 z< 0 GONG. r•. 1,-90.20'Q4" _ , a$�x�w= ® FIP I/2" /92s, I W�K .a,., w I BOUNDARY SURVEY"MEETS THE INTENT OF THE LL u n u u n n n u n n u D. FN ° 'MINIMUM TECHNICAL STANDARDS FOR LAND U E o m m = - T a3mmC3d UUc8U d 25 00 SURVEYING IN THE STATE OF FLORIDA",PURSUANT *�'C061�, ➢C$JA�K _ ;: 8 '2� �sE FN t7 J/ TO RULE 5,117 OF THE FLORIDA ADMINISTRATIVE `• _ _ `.• }_ FIP t/Z" CODE AND ITS IMPLEMENTING RULE,CHAPTER Survey is not covered by •• ••• • • • • • • CONC. NO I:O: ` 472.027 OF THE FLORIDA STATUTES. Proffesional Liability • . . • . . . . • I [A%,ckeve-6 Insurance. 000 ••: • • • • :•0 �d X f�' _ ._ : : : : i :•: • FlE DI AD TE 08-15-2015 EDGE•0F PftEMLWT• •• • ••• • • • • •• • • • • • • • • • • RensioNs: • •• ••• • N. 1 V 2 11■ M T. Vim/ 4N..a� -15- 5 ' • • • • .0-t- �.-. : __ _... _ 1. — ..— .- GARY B.CASTEL ,. •, ,. 08 201 • • • • ' ) PROFESSIONA%L!AAe-*URVVCkRQ.•4129 •:• •• • • • • • • • I(s'ASPHALT P .ENT )` j� 3 EIZIAL MAP (NOT TO SCALE '�,gyyN J.V.D. ••: : :• ••• • • :• 50'PUBLIC RIGHT-01`. bJ '�+ STATE OF FLOFJDA• • • • • • • • • • • • • • • • • 6HEET No 1/1 FLOOD ZONE INFORMATION: •' • ' •' '• _ W e� Community N®. 120652 Land Surveyors & Mapper ®B No.: ... . . . . ... . .� l��r�� Panel N®. 03®2 • • • • • • • • _8567 Coral Way,Miaani,9ffWF;VD�A 33155• •• : . : :•: : . . suffix: L . . . :0 �4®701� • •• •• •• •• FIRM Date: 09-11-2009 • • ••• • Telephon4 7�6-2�0-43�: • • • • ••• • • Flood Zone: X s •• •s 0 0 0 •• •• •