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21-9841 Utility Infrastructure Conveyance
Sponsored by: City Manager RESOLUTION NO. 21-9841 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, AUTHORIZING THE CITY MANAGER TO ENTER INTO A UTILITY INFRASTRUCTURE CONVEYANCE AND SERVICE AGREEMENT WITH SAILBOAT TH DEVELOPMENT, LLC.; PROVIDING FOR INCORPORATION OF RECITALS; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Sailboat TH Development, LLC ("Developer") acquired property in the northeast sector of the City of Opa-Locka, Florida, ("City"). The property was and is to be developed as The Mirage at Sailboat Cove ("Property"); and WHEREAS, the water and sewer utilities on the Property were never legally conveyed to the City; and WHEREAS, due to recent construction as well as future anticipated construction, new water meters are needed on the Property; and WHEREAS, Miami -Dade County is required to install meters on the property due to a billing agreement between the City of Opa-Locka and Miami -Dade County; and WHEREAS, Developer has requested that the City authorize potable water and wastewater facilities ("Facilities") to be constructed on the Property by Developer in order to provide potable water and wastewater to the Property, for ownership, operation and maintenance of the Facilities; and WHEREAS, the construction of the potable water and wastewater facilities shall be in accordance with plans, specifications and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and authorized City representatives; and WHEREAS, Developer shall also convey to the City, through sufficient Warranty Deed, all pumping facilities or other utility facilities deemed necessary by the City as well as a good and sufficient Utility Easement for all other facilities; and WHEREAS, the Facilities shall be connected to the City's existing systems at the points as specified by the City; and WHEREAS, the City Commission finds that it is in the best interest of the City and its residents to enter into an agreement with Sailboat TH Development, LLC., as attached hereto as Exhibit "A", and authorize facilities for sewer services to be constructed on the subject property. Resolution No. 21-9841 NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA LOCKA, FLORIDA: Section 1. RECITALS ADOPTED. The recitals to the preamble herein are incorporated by reference. Section 2. AUTHORIZATION The City Commission of the City of Opa-Locka hereby authorizes the City Manager to enter into a Utility Infrastructure Conveyance and Service Agreement with Sailboat TH Development, LLC., in the form attached hereto as Exhibit "A." SECTION 3. SCRIVENER'S ERRORS. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager, or the City Manager's designee, without need of public hearing, by filing a corrected copy of same with the City Clerk. Section 4. EFFECTIVE DATE. This Resolution shall be effective immediately upon adoption hereof and approval by the Governor of the State of Florida or Governor's designee. PASSED and ADOPTED this 10th day of February, 2021. TTEST: q nna Flores, City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Wit JA Burnadette Norris City Attorney es- �j c eeks, 7P. A.x Matthew A:Tigatt, Mayor 2 Resolution No. 21-9841 Moved by: Commissioner Burke Seconded by: Commissioner Davis VOTE: 5-0 Commissioner Burke YES Commissioner Davis YES Commissioner Taylor YES Vice -Mayor Williams YES Mayor Pigatt YES 3 City of Opa-locka Agenda Cover Memo Department Director: Airia Austin Department Director . Signature: UUUU////����---- eil/6, .. . City Manager: John E. Pate CM Signature: n Commission Meeting Date: 02/10/2021 Item Type: (EnterXin box) Resolution Ordi nce Other X Fiscal Impact: (EnterXin box) Yes No Ordinance Reading. (EnterXin box) 1st Reading 2nd Reading x Public Hearing: (EnterXin box) Yes No Yes No x x Funding Source: Account# : (Enter Fund & Dept) Ex: Advertising Requirement: (EnterXin box) Yes No x Contract/P.O. Required: (EnterXin box) Yes No RFP/RFQ/Bid#: N/A X Strategic Plan Related (EnterXin box) Yes No Strategic Plan Priority Area: Enhance Organizational m Bus. & Economic Dev - Public Safety I. Quality of Education I. Qual. of Life & City Image in Communcation IN Strategic Plan Obj./Strategy: (list the specific objective/strategy this item will address) X Sponsor Name City Manager Department: City Manager Short Title: Sailboat TH Development, LLC Utility Infrastructure Conveyance and Service Agreement for the Mirage at Sailboat Cove Staff Summary: A resolution from the City Commission of the City of Opa-locka, Florida requesting approval for the City Manager to enter into an Agreement with Sailboat TH Development, LLC (Developer) to accept potable water, and wastewater facilities that was constructed in 2007 developed as the THE MIRAGE OF SAILBOAT COVE for provision of potable waste and wastewater to property for ownership, operation and maintenance in accordance with City standard details and requirements, including the provision of telemetry. Sailboat Cove Conveyance and Service Agreement Page 1 Staff Summary Continue: City of Opa-locka agrees to accept such facility of same to requirements of the City as outlined in all City policies and procedures including but not limited to the City Water and Wastewater Service Extension Policy as amended. Construction of water and wastewater facility shall be in accordance with plans, specs and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and the City's authorized representatives. Said potable water and wastewater systems shall be connected to City existing systems at the points specified by the City's representative and as agreed by both parties. Financial Impact - None Proposed Action: Staff recommends approval of this resolution. Attachment: 1. Agenda 2. Utility Infrastructure Conveyance and Service Agreement 3. Miami -Dade County Fire Rescue Department Fire Engineering & Water Supply Services Fire Flow Report 4. Exhibit "A": Legal Description and Small Scale Graphic Depiction 5. Exhibit "B": Utilities Conveyance Checklist 6. Warranty/Absolute Bill of Sale/Final Waiver & Release of Lien (Developer) 7. Sewer As Built Plans 8. Water As Built Plans 9. Testing/Certifications 10. Sketch & Legal Description - Water & Sewer Easements 11. Flotech Environmental CCTV Defects by Inspections 12. Flotech v7.0 Inspections and Scoring Sailboat Cove Conveyance and Service Agreement Page 2 UTILITY INFRASTRUCTURE CONVEYANCE AND SERVICE AGREEMENT THIS AGREEMENT made and entered into this i elday of February, 2020, by and between the Sailboat TH Development, LLC, a Florida Limited Liability Company, whose address is 2121 NW 2"d Avenue, Suite 202 and Miami, FL 33127 (whose manager is Redwood National Properties, LLC) (DEVELOPER) and the City of Opa-Locka, FL, a municipal corporation located in Miami -Dade County (the "CITY OF OPA-LOCKA" or "CITY"). RECITALS WHEREAS, Sailboat TH Development, LLC ("Developer") acquired property in the northeast sector of the ("City"), The property is to be developed as The Mirage at Sailboat Cove (Property"); and WHEREAS, the water and sewer utilities on the Property were never legally conveyed to the City; and WHEREAS, due to recent construction as well as future anticipated construction, new water meters are needed on the Property; and WHEREAS, Miami -Dade County is required to install meters on the property due to a billing agreement between the City of Opa-Locka and Miami -Dade County; and WHEREAS, Developer has requested the City to authorize potable water and wastewater facilities ("Facilities") to be constructed on the Property by Developer in order to provide potable water and wastewater to the Property, for ownership, operation and maintenance of the Facilities; and WHEREAS, the Developer agrees that construction of the potable water and wastewater facilities shall be in accordance with plans, specifications and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and authorized City representatives and will warranty the property for a period of two (2) years from the execution of this Agreement; and Lift Station is exempt from 2 -year warranty period. Lift Station has been under the custodian of COPL Public Works for over 12 years. This was discussed with Public Works Director Airia Austin and agreed to in verbal communication w/ ownership on 2/10/21. Comment Inserted by Marcos Fernandez, VP Construction - Sailboat TH Development, LLC. WHEREAS, Developer shall also convey to the City, through sufficient Warranty Deed, all pumping facilities or other utility facilities deemed necessary by the City as well as a good and sufficient Utility Easement for all other facilities; and WHEREAS, the City agrees to accept the conveyance of utility infrastructure from Developer and the City agrees to provide potable water and wastewater to the subject Property. ARTICLE I The Developer as a party to this Agreement hereby covenants and agr as follows: Lift Stations excluded from agreement. Reviewed and agreed to by COPL PW Director Aida Austin in verbal communication with ownership. Comment inserted by Marcos Fernandez, VP Construction - Sailboat TH Development, LLC.. 1. To construct all lift statrerts and other pumping facilities in accordance with City of Opa-locka standards, including the provision of telemetry. 2. To construct in accordance with all City of Opa-locka rules and regulations necessary for sewer service to be rendered to the property as described in Exhibit "A" hereto. 3. That the construction of the sewer service facilities shall be in accordance with plans, specifications and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and The City of Opa-locka authorized representatives. Said sewer service systems shall be connected to the City of Opa-locka's existing systems at the points as specified by the City of Opa- locka authorized representatives. Any deviation from the approved plans and specifications shall require the prior approval in writing of the City of Opa-locka's Director of Public Works & Utilities or his authorized representative. 4. To retain the services of a Florida registered professional engineer for the purpose of providing necessary inspection and supervision of the construction work to insure that construction is at all times in compliance with accepted sanitary engineering practices and approved plans and specifications. 5. To provide shop drawings and catalog information of the materials and equipment installed for City of Opa-locka approval. 6. To turn over to the City of Opa-locka representatives all materials, plans and construction documents. 7. To notify the CITY OF OPA-LOCKA before any additional construction takes place and when inspections will be required. Said notification shall be made in writing and shall be received by CITY OF OPA-LOCKA at least forty-eight (48) hours in advance. 8. At the time when periodic inspections are required, the CITY OF OPA- LOCKA's authorized representative, together with Developer's engineer, will be present to observe and jointly witness tests for determination of conformance to approve plans and specifications. 9. Developer, during a two-year warranty period, shall promptly correct defective work upon notification by the CITY OF OPA-LOCKA. Should Developer fail to do so within seven (7) days after written notice, CITY OF OPA-LOCKA may correct and remedy any such deficiency. All direct and indirect costs of the CITY OF OPA-LOCKA shall be charged to the Developer. 2 10. Developer's obligation to perform and complete the work in accordance with this Agreement shall be absolute. Neither any act of acceptance by the Crl'Y OF OPA-LOCKA nor any failure to do so will constitute a release nor waiver of Developer's obligation to comply with all requirements set forth in this Agreement. 1'. The CITY OF OPA-LOCKA shall not be required to accept the construction except unless utility installation in that area has been completed, tested, certified, approved and accepted by the CITY OF OPA-LOCKA, and Developer has provided as - built drawings and related documentation. Should construction water be required by Developer in the future, Developer shall pay at the current rate charged to commercial customers in the service area. All construction water shall be metered. 12. 10 indemnity and hold harmless the CITY OF OPA-LOCKA from any and all liabilities incurred by the construction and development of the sewer service sySctein(s) to service the Project including all contractors and subcontractors. 13. To pay all CITY OF OPA-LOCKA Capacity Impact Fees, physical connection charges and all other CITY OF OPA-LOCKA fees and charges, after the computation of credits, if any, as required by CITY OF OPA-LOCKA rules, regulations, resolutions, policies and procedures. 14. To acknowledge that the sewer system is subject to the terms, covenants and conditions set forth in court orders, judgments, consent orders and Miami -Dade Ordinances applicable to the City; and any agreements between Miami -Dade County and City. 15. To fully remedy and correct at Developer's sole expense any title defects affecting the CITY OF OPA-LOCKA's rights, incorrect easements, faulty legal descriptions or other such problems. ARTICLE II Upon completion, approval and acceptance of the work required to be done, Developer shall without cost to the CITY OF OPA-LOCKA: 1. Convey to the CITY OF OPA-LOCKA and its successors and assigns by good and sufficient Warranty Deed for all pumping facilities or other utility facilities for which the CITY OF OPA-LOCKA requests a fee conveyance and by a good and sufficient Utility Easement for all other facilities. Said easement shall grant the CITY OF OPA- LOCKA a perpetual right, easement and privilege to own, operate, maintain, repair and replace sewer service, mains, connections, pumps and meters within granted easements. 3 Developer shall also secure from each mortgagee and lienor a release or subordination of mortgagee's and lienor's interest in the deed or easement and fixtures thereon. 2. 'transfer in fee simple to the C'I'TY OF OPA-LOCKA by Bill, of Sale all Developer's right, title and interest in and to all of the service facilities, mains, pumps, connection, pipes, valves, meters and equipment installed within granted easements and rights -of -way as provided for in the plans and specifications to be prepared pursuant to the preceding Paragraph (1) above for the purpose of supplying service within the Property. The Bill of Sale shall .include the contractor's certifications stating the cost of the installations due under this Agreement, 3. Furnish the CITY OF OPA-LOCKA with an Attorney's Affidavit confirming Developer's ability to convey the items outlined in the previous two paragraphs. 4. Furnish the CITY OF OPA-LOCKA with an Owner's Affidavit confirming that all persons, firms or corporations who furnished labor or material used directly or indirectly in the prosecution of the work required to be performed by this Agreement have been paid in full. 5. Furnish the CITY OF OPA-LOCKA with Releases of Lien from all contractors and suppliers of materials and/ or labor who might have acquired an interest in the installations by the supplying of materials and/or labor or otherwise. 6. Furnish the CITY OF OPA-LOCKA with an Owner's Waiver and Release releasing all liens which Developer might have on the works/installations. 7. Furnish the CITY OF OPA-LOQc with all manufacturers' warranties which Developer might have received or is due to receive on any part of the installations. 8. Furnish the (II'Y OF OPA-LOCKA with a satisfactory Contractor's Letter of Warranty, letter of credit or security bond guaranteeing installation pursuant to this Agreement against defects in material, equipment or construction for a period of not less than. one (2) years from the passage of any City resolution accepting the utility infrastructure. g. Furnish all other items outlined in the Developer Utilities Conveyance Checklist as subsequently determined to be required by QTY OF OPA-LOCKA staff. A copy of the Developer Utilities Conveyance Checklist is attached hereto as Exhibit "B." ao. In the event that on -site sewer services facilities are connected to the CITY OF OPA-LOCKA system(s) absent the conveyances mentioned herein, the Developer's requirement to convey said facilities to the QTY OF OPA-LOCKA shall not be waived 4 and shall run with the land. In such event, the CITY OF OPA-LOCKA may thereafter, at any time, request conveyance of such facilities and the Developer or subsequent owner in interest shall promptly comply with said request in the manner prescribed herein. In the event the Developer or subsequent owner in interest is unwilling or unable to convey the facilities for any reason whatsoever, the CITY OF OPA-LOCKA shall have the immediate right to terminate this Agreement and services to be provided by the CITY OF OPA-LOCKA pursuant to this Agreement, without fault or breach. Notwithstanding the foregoing, the CITY OF OPA-LOCKA shall not be obligated to make any connection or service until the CITY OF OPA-LOQ(A has received all items required as outlined on the Developer Conveyance Checklist, including but not limited to the Engineer's Certification of Construction Completion indicating that all construction has been performed in substantial conformance with the approved engineering plans and that all tests required by the Engineer and the CITY OF OPA-LOCKA have been satisfactorily performed. 11. All documents defined in this Article shall be in such form approved by CITY OF OPA-LOCKA. ARTICLE III The CITY OF OPA-LOCKA and Developer hereby covenant and agree as follows: 1. The provisions of this Agreement shall be binding upon and inure to the benefit of successors and assigns in title to the Property, z. Developer, its successors and assigns, and the owners and occupants of buildings on the Property are hereby prohibited from installing or maintaining any water supply wells or septic systems, except for irrigation purposes and as otherwise approved by City. 3. The CITY OF OPA-LOCKA shall not be liable or responsible for maintenance or operation of any pipes, pipelines, valves fixtures or equipment on any of the properties of the customers, consumers or users on. the Property other than the infrastructure within easements granted to the CITY OF OPA-LOCKA in accordance with the CITY OF OPA-LOCKA's rules, regulations, policies and procedures. 4. Each customer of sewer service on the Property shall keep all pipes, service lines, connections and necessary fixtures and equipment on the premises occupied by said customer and within the interior lines of the lot or tract occupied by the customer in good order and condition. The sale of water to the customer shall occur at the customer's side of the meter. 5 5. Any temporary cessation or interruption of the furnishing of sewer service to the Property at any time caused by an act of God, fires, strikes, casualties, accidents, power failures, necessary maintenance work, breakdowns, damage to equipment or mains, civil or military authority, riots or other cause beyond the control of the CITY OF OPA-LOCKA shall not constitute a breach of the provisions contained herein or impose liability upon the C I'1'Y OF OPA-LOCKA by Developer, its successors and assigns. 6, This Agreement shall be recorded by the CITY OF OPA-LOCKA among the public records of Miami -Dade County, Florida after approval by the CITY OF OPA LOCKA's City Commission. When so recorded, owners and occupants of the Property connected to or to be connected to said sewer service systems of the CITY OF OPA- LOCKA shall be on notice of each and every one of the provisions of this Agreement, which shall have the same force and effect as if said owners and occupants had joined with the parties to the Agreement in the execution hereof; and the acquisition or occupancy of any part of the Property connected to or to be connected to said sewer service systems of the QTY OF OPA-LOCKA shall be deemed conclusive evidence of the fact that the owners and occupants have consented to and accepted the Agreement herein contained and have become bound hereby. 7. Whenever either party desires to give notice unto the other, it must be given by written notice, sent by certified United States mail with return receipt requested, or other mail courier service, addressed to the party for whom it is intended, at the place specified as the place for giving of notice; the place for giving of notice shall remain in such until it shall have been changed by written notice in compliance with the provisions of this paragraph. For the present, the parties designate the following as the respective places for the giving of notice, to wit: FOR THE CITY OF OPA-LOCKA: City of Opa-Locka and separate copy to City Manager Director of Public Works 8r Utilities 780 Fisherman Street Opa-locka, Florida 33054 FOR DEVELOPER: Sailboat17-1 Development, LLC 2121 NW 2t'cl Avenue, Suite 202 Miami, FL 33127 6 Redwood National Properties, Inc. 12555 Biscayne Blvd, #767 North Miami, FL 33181 Notice so addressed and sent by certified mail with return receipt requested or other mail service shall be deemed given when it is deposited with the mailing service unless otherwise provided herein. 8. The parties hereto agree that an executed copy of this Agreement and Exhibits attached hereto shall be recorded in the Public Records of Miami -Dade County, Florida, with all recordation expenses, including the CITY OF OPA-LOCKA's costs for recording, to be paid by Developer. g. That the execution of this Agreement by the C li'Y OF OPA-LOCKA shall not be construed as a precedent for the acceptance by the CITY OF OPA-LOCKA of other potable water, reclaimed water and/or wastewater facilities constructed or to be constructed by Developer or others, on otherproperties. 3.0. No substance other than Domestic Wastewater, as such term is defined by the Florida Department of Environmental Protection, or a successor agency with jurisdiction over same (the "FDEP"), shall be placed into the wastewater system and delivered to or through a CITY OF OPA-LOCKA line. Should any discharge to the wastewater system not meet Domestic Wastewater criteria as set forth by the FDEP, Developer, or any subsequent owner in interest, shall become subject to the CITY OF OPA-LOCKA and Miami -Dade County's Industrial Pretreatment Standards as said standards exist at that time, and a separate agreement shall be required for the CITY OF OPA-LOCKA to provide such service. IA. This Agreement is intended to supplement the rules, regulations, policies and procedures of the CITY OF OPA-LOCKA. This Agreement is not intended to replace any provisions of, or relieve Developer of the obligation to comply fully with, all rules, regulations, policies and procedures of the CITY OF OPA-LOCKA. To the extent that any direct conflict arises between the terms of this Agreement and the term of any CITY OF OPA-LOCKA resolution or other CITY OF OPA-LOCKA policies and procedures, the other C1'I'Y OF OPA-LOCKA policies and procedures shall control over the terms of this Agreement. 7 IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed on the day and year first hereinabove written, City of Opa-Locka ATTEST: City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY BY: CITY OF OPA-I ATTORNEY a Signed, sealed and delivered ' -cc-is T-4-444=1 Print Nam Witness e47.4,() Print Name State of Florida County of M ► i rani I�� D DEVELOPER: SAILBOAT TH DEVELOPMENT, LLC in the presence of: SIGNATURE Print Name and Title below authorized representative: The foregoing instrument was acknowledged before me this / 0 day of/ , by o NAME. OF=. PERSON _AUTHORIZED . TO CnNV Y ..PROPERTY as ITN X,- pWRSON EXECUTING ,INS IRUMENT for Sailboat TH Development, LLC on behalf of the t3eveloper. He/she is personally known to m0 or has produced as identification. 4 Notary Public State of Florida °� Kathleen Mary Haggerty 4 My Commission NH 049182 IP0, 1 Expires 09/3012024 Name type.; Notary Public ConunissionJ- 11_c.: I / 0 c� My Commission Expires:" `I 9 Ali —1.6(14 L R 66f1T 10 0.2 Exhibit "A" Provide Legal Description and small scale graphic depiction. 10 OFFICE OF THE PROPERTY APPRAISER Detailed Report Property Information Folio: 08-2122-039-1730 Property Address: Owner SAILBOAT MIAMI LLC Mailing Address 8301 NW 197 ST MIAMI GARDENS, FL 33015 USA PA Primary Zone 2800 TOWNHOUSE Primary Land Use 9751 PVT PARK -REC AREA - ROADWAY : COMMON AREA Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 0 Sq.Ft Year Built 0 Assessment Information Year 2020 2019 2018 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $0 $0 $0 Assessed Value $0 $0 $0 Benefits Information Benefit Type 2020 2019 2018 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 12/14/2020 Taxable Value Information 2020 2019 2018 County Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 School Board Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 City Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 Regional Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1/4,1 OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Roll Year 2020 Land, Building and Extra -Feature Details Land Information I Land Use Muni Zone PA Zone Unit Type Units Calc Valuel Total Value Land R -3A 2800 Square Ft. 0.00 $0 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Valuel The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/iinfo/disclaimer.asp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Roll Year 2019 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value Total Value Land R -3A 2800 Square Ft. 0.00 $0 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Roll Year 2018 Land, Building and Extra -Feature Details Land Information I Land Use Muni Zone PA Zone Unit Type Units Calc Value Total Value Land R -3A 2800 Square Ft. 0.00 $0 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httpJ/www.miamidade.gov/info/disclaimerasp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Full Legal Description MIRAGE AT SAILBOAT COVE PB 166-086 T-22157 TR B (INGRESS EGRESS) LOT SIZE 6.953 AC M/L FAU 08 2122 000 0190 0194 & 012 0130 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/09/2016 $2,100,000 30073-1733 Qual on DOS, multi -parcel sale 02/13/2013 $1,400,000 28499-1948 Qual on DOS, multi -parcel sale 12/27/2010 $0 27535-3694 Corrective, tax or QCD; min consideration 11/01/2010 $100 27501-0736 Financial inst or "In Lieu of Forclosure" stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser nd Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Exhibit B Utilities Conveyance Checklist 11 Exhibit B Utilities Conveyance Checklist 11 Utilities Conveyance Checklist POTABLE WATER, NON -POTABLE IRRIGATION WATER AND WASTEWATER FACILITIES ACCEPTANCE Today's Date: 1/11/2021 Project Name: Mirage at Sailboat Cove Project No.: AR#: Legal Documents Notes 1. Developer has provided the signed Utility Infrastructure Conveyance & Service Agreement. 2. ❑ Developer has provided the signed Utility Infrastructure Conveyance & Service Agreement. 3. ❑ Warranty Deed/Bill of Sale with Exhibit B per Utilities Standards and Procedures Ordinance Section 10.2.6 Enclosed are Water & Sewer Bill of Sale. Refer to Documents Enclosed in Exhbit B of Agreement. 4. ❑ ❑ 0 Utilities Facilities Securities Subordination (required when any security interest in the utility facilities/systems is involved). UCC-1(s) can be subordinated by a Subordination or by use of UCC-3(s) if not released by Subordination. 5. 0 0 0 Deed of Utility Easement - Copy of last Deed that conveyed title of the Associated Real Property and Copy of all Utility Easements then being conveyed to the County, including legal description with Surveyor's Sketch of Easement. In Item Item Needed N/A review accepted 0 0 ❑ Attorney's Affidavit ❑ ❑ ❑ ❑ Owner's Affidavit (Utility easements are not required provided all utility facilities then being conveyed are in public right -of way, are in then existing utility easements, or are in CUEs) 6. i 0 0 Utilities Performance Security (UPS) 10% of Total Cost plus Final Obligations cash bond of not less than $4,000 (AR -5939 & above) ❑ ❑ ❑ 7. ❑ ❑ ❑ 8. ❑ ❑ ❑ 9. 0 ❑ 0 1U. ❑ 0 Final Release of Lien from Utility Contractor for the system(s) or portion(s) thereof constructed ID number or Folio number of Property Facilities Lease (when applicable) Refer to Sketch & Legal Enclosed w/agreement. N/A per Mtg. on 12/8/20 w/OPL. Owner's Affidavit - Warranty. Installation pre- dates existing development team and said infrastructure was installed +10 years pnor. Enclosed in Exhibit A of Agreement. N/A per Mtg. on 12/8/20 w/OPL. Facilities Lease (including Sub -Developer) use Form 10.1 N/A per Mtg. on 12/820 w/OPL. Page 1 of 3 Rev. 10/2006 CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 04-31, AS AMENDED Page 2 Tests, Certifications and Supplemental Documents N/A In Item review accepted Item Needed Notes 1. ❑ ❑ ❑ Video tape of constructed gravity sewer (Sewer Report & Master Utility Sheet) See Documents from Flotech Environmental, LLC. 2. © ❑ ❑ Certification of pressure testing of wastewater force mains by Engineer of Record N/A - Lift Station was previously conveyed to COPL prior to new development team. 3. ❑ ❑ ❑ Certification of the infiltration/exfltration tests for the sewer lines by Engineer of Record See Records Enclosed from Installation. 4. ❑ Cl ❑ Coating certification from the manufacturer or a professional testin&e Documents Enclosed - All MH within the laboratory for all manholes, wet wells and valve vault. radius ofpumpstation were coated per MDWSD Standards. 5. 0 ❑ ❑ Lift station(s) start up report(s) N/A - Lift Station was previously conveyed to COPL prior in now rlava/opment team 6. ® ❑ 0 Electrical Contractor's certification of Lift Station electric service wire sizing and voltage drop pursuant to National Electrical Code N/A - Lift Station was previously conveyed to Specifications COPL prior to new development team. 7. ❑x 0 ❑ Start-up and successful testing of Data Flow telemetry equipment Lift Station was previously conveyed to (AR -7936 & above) COPL prior to new development team. 8. 0 0 0 Certification of pressure testing of water and non -potable irrigation mains by Engineer of Record See Records Enclosed from Installation. 9. 0 0 0 Letter by Engineer certifying that all water, non -potable irrigation and/or sewer facilities are located within the public right-of-way or dedicated easements 10. 0 0 ❑ One year (1) Warranty on work performed and system(s) or portion(s) thereof installed by Utilities Contractor Per meeting on 12/8/20 - Warranty will come from Developer. These systems were installed by prior developer and contractor no longer in operation. 11. ❑ 0 0 Engineer's Final Payment Confirmation N/A per meeting on 12/8/20 w/OPL. 12. 0 0 0 DEP Certification and copy of General Permit for WATER facilities (including interim facilities, if applicable); In -Service Letter to be forwarded when received See Records Enclosed from Installation. 13. 0 ❑ ❑ DEP Certification and copy of General Permit for SEWER facilities (including interim facilities, if applicable); In -Service Letter to be forwarded when received See Records Enclosed from Installation. 14. 0 0 0 DEP Certification and copy of General Permit for (RECLAIMED) NON - POTABLE IRRIGATION WATER facilities (including interim facilities, if applicable); In-service Letter to be forwarded when received See Records Enclosed from Installation. 15. 0 0 0 Lab results on bacteriological tests for potable water mains Page 2 of 3 See Records Enclosed from Installation. Rev. 10/2006 CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 04-31, AS AMENDED Page 3 16. ❑ ❑ ❑ Satisfactory Test Reports and Certification of backflow device by See Records Enclosed from Installation. Certified Laboratory. 17. ❑ ❑ ❑ Verification of Final Cost (Include materials and labor, misc.) Cost breakdown — County/Private (materials only) i.e. detailed quantities, sizes, unit cost, total cost, etc) 18. ❑ ❑ ❑ Letter from Engineering Inspections certifying that the Preliminary Inspection reveals that the utilities system(s), or portion(s) thereof, has been constructed in accordance with County Ordinances and Regulations including the required color for piping. 19. ❑ ❑ ❑ Letter from the Fire District regarding ownership and maintenance of fire hydrants 20. ❑ ❑ ❑ Signed copy of field fire flow testing by the applicable Fire Control District Engineering Documents --1. NIA In Item Item Needed review accepted See Records Enclosed from Installation. Enclosed. MDFD could not be contacted with short noticed. sheduled meeting with them 1/12/21. !f necessary and documentation not already in OPL file, we will have them ready before commis inn mapting 1/77/71 ❑ 0 0 Three (3) complete sets to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water, non -potable irrigation water OR wastewater system(s) or portion(s) thereof 2. 0 0 ❑ Five (5) complete sets to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water AND wastewater and/or non -potable irrigation water system(s) or portion(s) thereof 3. 0 0 0 One (1) computer -generated disk of files in accordance with Section 10.4: Record Drawings of the Utilities Standards and Procedures Ordinance 4. 0 0 0 Longitude and latitude shall appear on detail sheet. (AR -7936 & above) Notes Enclosed Sets and USB Enclosed Sets and USB USB with Files Provided Office Use Only below this line ❑w ❑w1s ❑S ❑IRR Page 3 of 3 Rev. 10/2006 PROPERTY APPRAISER FOLIO i,:7;OFFICE OF THE PROPERTY APPRAISER Detailed Report Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Owner SAILBOAT MIAMI LLC Mailing Address 8301 NW 197 ST MIAMI GARDENS, FL 33015 USA PA Primary Zone 2800 TOWNHOUSE Primary Land Use 9751 PVT PARK -REC AREA - ROADWAY : COMMON AREA Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 0 Sq.Ft Year Built 0 (Assessment Information Year 2020 2019 2018 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $0 $0 $0 Assessed Value $0 $0 $0 Benefits Information Benefit Type 2020 2019 2018 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Taxable Value Information 2020 2019 2018 County Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 School Board Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 City Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 Regional Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govlinfo/dlsclaimer.asp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Roll Year 2020 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value Total Value Land R -3A 2800 Square Ft. 0.00 $0 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimecasp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Roll Year 2019 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value Total Value Land R -3A 2800 Square Ft. 0.00 $0 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: (:4' OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Roll Year 2018 Land, Building and Extra -Feature Details Land Information I Land Use Muni Zone PA Zone Unit Type Units Calc Value Total Value Land R -3A 2800 Square Ft. 0.00 $0 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: (1,,) OFFICE OF THE PROPERTY APPRAISER Generated On : 12/14/2020 Property Information Folio: 08-2122-039-1730 Property Address: Full Legal Description MIRAGE AT SAILBOAT COVE PB 166-086 T-22157 TR B (INGRESS EGRESS) LOT SIZE 6.953 AC M/L FAU 08 2122 000 0190 0194 & 012 0130 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/09/2016 $2,100,000 30073-1733 Qual on DOS, multi -parcel sale 02/13/2013 $1,400,000 28499-1948 Qual on DOS, multi -parcel sale 12/27/2010 $0 27535-3694 Corrective, tax or QCD; min consideration 11/01/2010 $100 27501-0736 Financial inst or "In Lieu of Forclosure" stated —The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser nd Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: MIAMI-DADE COUNTY FIRE RESCUE DEPARTMENT FIRE ENGINEERING & WATER SUPPLY SERVICES FIRE FLOW REPORT DATE: 1/21/2021 LOCATION 'D NUMBER. X2021045520 1750 NW 142nd Ln FEE: 293.56 STATIC PRESSURE: 60 PSIG PITOT 1: 14 (1) 2.5 IN. PSIG RESIDUAL PRESSURF- 41 PSIG PITOT 2: 15 (2) 2.5 IN PSIG PITOT 3: (1) 4.5 IN PSIG HYDRANT FLOW: 1134.5814692142223824 AVAILABLE FLOW @ 20 PSIG: TIME OF TEST: TEST BY: STATION: PURPOSE: 1696 Cameron SPRINKLER STATIC: SPRINKLER RESIDUAL: SPRINKLER FLOW: 55 36 1059 COMMENTS: Marcos Fernandez 1 O.LC SIGNITURE WARRANTY ABSOLUTE BILL OF SALE FINAL WAIVER & RELEASE OF LIEN - DEVELOPER RESOLUTION #03-6540 WARRANTY This Warranty hereby made and entered into this /1 day of , , 20 z/, by SAILBOAT TH DEVELOPMENT, LLC, A FLORIDA LIMITED LIABILITY COMP NY, whose mailing address is: 2121 NW 2 Avenue, Suite 205, Miami, FL 33127, who does warrant to City of Opa-Locka ("CITY") and the CITY OF OPA-LOCKA PUBLIC WORKS DEPARTMENT ("DEPARTMENT") the property described below to be free from defects in materials and workmanship for a period of one (1) year from the date hereof: All water and sewer facilities built and constructed to serve Mirage at Sailboat Cove, City Resolution No. 03-6540, Miami -Dade County, Florida, as shown on ExhIBIT "A" attached hereto and made a part hereof and as more particularly described in Exhibit "B" attached hereto and made a part hereof. The undersigned shall at no cost to the CITY and DEPARTMENT, repair, replace, or otherwise remedy such defects to the full and complete satisfaction of the CITY and the DEPARMENT. IN WITNESS WHEREOF, the undersigned has executed this warranty by its duly authorized officers or representatives on the day and year above written. WITENE. SETH. Sig ature Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE SAILBOAT TH DEVELOPMENT, LLC, A Florida Limited Liability Company By: Signature of Managing Member >g/;►o1 f c . Print Name The foregoing instrume_nt/was acknowledged before me this day of Uh N v Ail , 20:11 by RR AN 510 IM AN as Managing Member, of SAILBOAT TH DEVELOPMENT LC, A FLORIDA LIMITED LIABILITY COMPANY. He/She is personally known to me or produced as identification and d' /did not take an oath. NO RY PUBLIC epNotary Public State or Florida Kathleen Mary Haggerty My Commission HH 049182 Expires 0W3012024 NJ 14,A11j r ACCE(LT PRINT NAME SERIAL NUMBER RESOLUTION #03-6540 ABSOLUTE BILL OF SALE KNOWN ALL MEN BY THESE PRESENTS, SAILBOAT TH DEVELOPMENT, LLC, A FLORIDA LIMITED LIABILITY COMPANY, herein called the GRANTOR which term shall include the singular or plural as the context shall require, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, paid and delivered by MIAMI-DADE COUNTY, a political subdivision of the State of Florida, hereinafter called GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred, and delivered, and by these presents does grant, bargain, sell, transfer, and deliver unto the GRANTEE, its successors and assigned the following: All water facilities built and constructed to serve Mirage at Sailboat Cove, City Resolution No. 03-6540, Miami - Dade County, Florida, as shown on Exhibit "A" attached hereto and made a part hereof and as more particularly described on Exhibit "B" attached hereto and made a part hereof. TO HAVE AND TO HOLD the same unto the GRANTEE, its successors and assigns forever. GRANTOR does covenant to and with GRANTEE, its successors and assigns, that GRANTOR is the lawful owner of the above described; that said property is free from all encumbrances; that GRANTOR has good right to sell the same aforesaid; that the GRANTOR will warrant and defend the sale of the property unto the GRANTEE, its successors and assigns, against the lawful claims and demands of all persons whomsoever. IN WITNESS WHEREOF, the GRANTOR has hereunto set its hand and seal this day of >�wft,t✓� , 20 y� . WITENESSETH: A.14 -a.24.2% Print Name Signature Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE SAILBOAT TH DEVELOPMENT, LLC, A Florida Limited Liability Company By: Signature of Managing Member 6,0/P---/ Print Name q^ The foregoing instrument was acknowledged before me this O day of JAN UAfL , 20a by 8 f2-4 1J 5t O M 4N as Managing Member, of SAILBOAT TH DEVELOPMENT, LLC, A FLORIDA LIMITED LIABILITY COMPANY. He/She is personally known to me or produced as identification and did/did not take an oath. NOTARY PUBLIC TM" "�V Notary Public State of Florida Kathleen Mary Haggerty +; My Commission NH 049182 ar w Expires 09/30/2024 �'iaT tin/ tlAid/ PAC6 Tf' PRINT NAME SERIAL NUMBER MIAMI-DADE COUNTY SEC. 22, TWP. 52 SOUTH, RGE 41 EAST / / / / / / / /// // / 1 / / / / / // / / / / /// / / / // / / / // / // ' II - I II • .I� d r 1 ,I d � I I§ I= r SCALE: N.T.S. I 4tr V — — 43rd TERRACE § v t14im smirr-- i1_7====T _ NW .142nd LANE 1 ., .. _ I II I I I I i — — — — - — — — 1 I I I I I - — — 1 1 1 1 I I I I I — - 1 157 123 4 WATER METER 12 FIRE HYDRANT GATE VALVES TIiIS IS NOT AN AS -BUILT I I I THIS IS NOT A SURVEY LEGEND WATER MAIN - ABANDONED OR REMOVED • • • • Wofy5/ilf/ WATER MAIN EXISTING DUAL SERVICE - WATER MAIN NEW - 2" SERVICE oll GATE VALVE / BUTTERFLY VALVE - EXISTING 4" SERVICE �---1 GATE VALVE / BUTTERFLY VALVE - NEW 101 TURBINE METER 00---1 TAPPING SLEEVE & VALVE 10411 FIRE HYDRANT ASSEMBLY )9-1 SINGLE SERVICE FIRELINE -14-14-1 WATER FACILITIES EXHIBIT "A" OF ABSOLUTE BILL OF SALE PROJECT NAME: THE MIRAGE AT SAILBOAT COVE PROJECT LOCATION: NW 143RD STREET AND NW 17TH AVENUE, OPA LOCKA, FLORIDA CONTRACTOR: L. DATE: I AGREEMENT ID # : I ER # : DW # J r MIAMI-DADE COUNTY SEC. 22, TWP. 52 SOUTH, RGE 41 EAST 7>! 10W111•t 1Q NW 142nd LANE L r"H SCALE: N.T.S. NW /4Jrd SIIEfT-- I�- 21 SANITARY SEWER MANHOLE THIS IS NOT AN AS —BUILT THIS IS NOT A SURVEY LEGEND GRAVITY MAIN / FORCE MAIN - EXISTING GRAVITY MAIN / FORCE MAIN - NEW MANHOLE - EXISTING MANHOLE - NEW SEWER LATERAL GATE VALVE / PLUG VALVE - EXISTING GATE VALVE / PLUG VALVE - NEW O • TAPPING SLEEVE & VALVE CHECK VALVE BURIED CHECK VALVE IN MANHOLE PUMP STATION GENERATOR HOUSING GENERATOR GRAVITY MAIN / FORCE MAIN • ABANDONED OR REMOVED HII N SEWER FACILITIES EXHIBIT OF ABSOLUTE BILL OF SALE PROJECT NAME: THE MIRAGE AT SAILBOAT COVE PROJECT LOCATION: NW 143RD STREET AND NW 17TH AVENUE, OPA LOCKA, FLORIDA CONTRACTOR: DATE: 1 AGREEMENT ID # : 1 ER#: THE MIRAGE AT SAILBOAT COVE SANITARY SEWER QUANTITIES OFFSITE- SAN MH 1 6" DIP FORCEMAIN 537.71 CORE DRILL EXIST. MH 8" DIP 15 8" DIP SEWER MAIN EXTENSION ONSITE: SAN MH 18 SAN DROP MH 2 6" DIP FORCEMAIN 72.32 6" AIR RELEASE VALVE 1 4"x 6" REDUCER 1 4" 90° BEND 1 4" 45° BEND 2 4" 22Y° BEND 5 4" AIR RELEASE VALVE 1 8" PVC SAN SEWER 3563 8" WYES & LATERAL. (176) 3746 4" FORCEMAIN 1169.35 THE MIRAGE AT SAILBOAT COVE - QUANTITIES.xls THE MIRAGE AT SAILBOAT COVE WATER QUANTITIES ON SITE LATERAL A: 8" DIP 8.6`/ 8" GATE VALVE 1 8"x8" TEE 1 LATERAL B: 8" DIP 1005.31 8" 45° BEND 1 8" 22%° BEND 2 8" 11'/° BEND 3 8"x 8" TEE 1 8" GATE VALVE 1 8"x 6" TEE 2 8" AIR RELEASE VALVE (2 6" DIP ---4-1.7 6" GATE VALVE 2 FIRE HYDRANT ASSEMBLY 2 1" WATER SERVICE (40) 525.75 SINGLE METER BOX 12 DOUBLE METER BOX 28 LATERAL C: 8" DIP 2068.99 8" 90° BEND 1 8"22'2°BEND 5 8" 11'2° BEND 7 8"x 8" TEE 2 8" GATE VALVE 2 8"x 6" REDUCER 1 8"x 6" TEE 8" AIR RELEASE VALVE 4. 6" DIP ' 50.72 6" 22'/2° BEND 1 6"x 6" TEE 1 6" GATE VALVE 5 6" 45° BENDS (RESTRAINED) 4 FIRE HYDRANT ASSEMBLY 4 1" WATER SERVICE (55) 324.13 SINGLE METER BOX 17fj DOUBLE METER BOX 38 LATERAL D: 8" DIP 230.21 8" PLUG 1 8" FLUSHING VALVE 1 8" 45° BEND 1 8" 22W BEND 2 8" GATE VALVE 2 Page 1 of 2 THE MIRAGE AT SAILBOAT COVE - QUANTITIES.xls 8" 45° BEND(RESTRAINED) 4 1" WATER SERVICE (3) 60.45 SINGLE METER BOX 1 `% DOUBLE METER BOX 2 LATERAL E: 8" DIP 1059.56 8"x 8" TEE 2 8" GATE VALVE 1 8" 45° BEND 2 8" 22W BEND 1 8" 45° BEND (RESTRAINED) 4 8" AIR RELEASE VALVE 8" 111.4° BEND 1 8"x 6" REDUCER 1 6" DIP 11.93 6" 90° BEND 1 6" GATE VALVE 1 FIRE HYDRANT ASSEMBLY 1 ' 1" WATER SERVICE (2) 23.15 DOUBLE METER BOX 1 1" RPZBF . 1 LATERAL F: 6" DIP 88.81 6" PLUG 2 2" FLUSHING VALVE 2 1" WATER SERVICE (3) 11.66 SINGLE METER BOX 2 : DOUBLE METER BOX 1 OFFSITE LATERAL A: 12"x 8" TAPPING SLEEVE 1 8" TAPPING VALVE 1 8" 90° BEND 2 8" DIP 691.64 8" AIR RELEASE VALVE 1 Page 2 of 2 RESOLUTION #03-6540 FINAL WAIVER AND RELEASE OF LIEN - DEVELOPER State of Florida County of Miami -Dade e."--mu-r-/ -A. S,c', 4 c j , having been duly sworn, deposes, and days as follows, To wit: 1. 1 am ;gv1iosiNi A• S,c 4 % as Managing Member of Sailboat TH Development, LLC, a Florida Limited Liability company (hereinafter called "the Developer"), with the right to execute the final waiver and release of lien. 2. For the consideration of amount of Ten Dollars ($10.00), the Developer hereby waives and releases all liens, lien rights, claims or demands of every kind whatsoever which the Developer now has on the construction of certain donated improvements, situated in Miami -Dade County, Florida, describes as: All water and sewer facilities built, constructed, and installed to serve Mirage at Sailboat Cove, City of Opa-Locka Resolution No. 03-6540, located in PB 166-086 T-22157, Miami -Dade County, Florida, as shown on Exhibit "A" attached hereto and made a part of hereof as more particularly described on Exhibit "B" attached hereto and made a part hereof. 3. Developer understands that this is a waiver and release of lien which the Developer has against the facilities described herein. Developer acknowledges that is has been paid in full for all work related to the water and sewer facilities described above. 4. Payment in full have heretofore been paid by the Developer to all persons, firms and corporations supplying labor, materials, equipment and supplies, used directly or indirectly by the Developer, or any subcontractor in the prosecution of the work provided on water and sewef-facilities described herein. 5. There are no claims, demands, or liens of any kind attributable to any action taken by the Developer in connection with the work described above which would cause, create or constitute a charge or lien against said City of Opa-Locka or the Members of the Board of County Commissioners. 6. The undersigned warrants that no assignment of liens or claims, nor the right to perfect a lien, such as Notice to Owner provision under Section 713.06 (2)(a) of the Florida Statutes, against improvements described or listed herein, has been or will be made, and that no claims are outstanding by subcontractors and/or vendors to the Developer. 7. The Developer hereby agrees to indemnify and hold harmless City of Opa-Locka and its officers, employees, agents, and instrumentalities from any and all liability, losses or damages, including attomeys' fees and costs of defense, which the City of Opa-Locka or its officers, employees, agents, or instrumentalities may incur as a result of claims, demands, suits, causes or actions or proceedings of any kind or nature arising out of, relating to or 'esulting from the performance of work by the Developer or its employees, agents, servants, partners, principals, contractors or subcontractors. Developer hereby agrees to pay all claims and losses in connections therewith and shall investigate and defends all claims, demands, suits, or actions of any kind or nature in the name of City of Opa-Locka, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which issue thereon. 8. Developer hereby waives and releases all claims of any sorts as it have may against City of Opa-Locka, at law or equity, arising out of the construction of the above water and sewer improvements. WITE / Sr nature n!"'�lflj�b v e�� By: SAILBOAT TH DEVELOPMENT, LLC, A Florida Limited Liability Company Print N Signature / Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this O Member, of SAILBOAT TH DEVELOPMENT, LLC, A F as ident option and did/did not -e ofr 11. Notary Public State of Plaids Kathleen Mary Haggerty yip l OCALCCki 1-64106 (b---! Signature of Managing Member r„e144 n( A. S /j7jv1,4 y j Print Name .1OTARY PUBLIC PRINT NAME day of A U A/t-41 2t J by 1 V IOt✓ 5" fi Atlas Managing /She is personally known to me or produced My Commission HH 049182 Expires 09/30/2024 SERIAL NUMBER • SEWER AS -BUILT PLANS SEWER AS -BUILT PLANS F OR THE MIRAGE AT SAILBOAT COVE SECTION 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST MIA MI-DADE COUNTY, FLORIDA PROJECT INDEX OF SHEETS SHEET DESCRIPTION NO. 7 COVER SH EET 2 THRU 4 SEWER A S. BUILT P LA NS 5 TH RU 6 SEWER AS -BUILT PROFILES THRU 8 FORCEMAIN AS -BUILT PLANS 9 FORCEM AIN AS -BUILT PROFILES LEGEND AND ABBREVIATIO N: S ANITARY S EWER MANHO LE OENOTE5 AS -BUILT SEWERMAIN WIATERAL RIM EL 7. 92 DENOTES AS -BUILT INFO RM ATION STORM SEWER M.H WITH 5. 5 PIPE IN LET WITH STORM SEWER PIPE 8 FRENCH ORAIN - DENO TES AS -BUILT WA TERMA IN DENO TES 10 UTILITY EASEMENT _._- . ..-_._... DENOTES TOP OF BAN K - DENOTES EDGE OF WATER MOTH DENOTES MIAMI- DADE TRANSIT AUTHORRY INV DENOTES INVERT EL DENOTES ELEVATION SURVEYOR S NOTES: TYPE OF SURVEY. SEWERAS-9UILT 2 THIS'S NO T A BOUNDARY SURVEY 3 THIS SURVEY IS CO VERED BY PROFESSIONA L UABILITY INSURAN CE ELEVATIONS NOTES I) 0 VINDICA TES EXISTING ELEVA TIO NS 2) BENCHM AR K OF ORIGIN 0.845 ELEVA TION • B 08. NOVD 1929 LO CA TIO N NW 139 ST -1S 00 UTH OF CEN TER U NE NW 12 AV E-. 100 WEST OF CENTER LINE DESCRIPTION PK NA IL AND BRASS 045 9008 N N ORTH SIDE OF STORM DRA IN. 2)251 EAST OF GA TE AT ENTRANCE TO CEME TERY H. 310 ELEVATION. 05B'NG VD 1929 LOCATION. NW 135 5T - SO UTH OF NW 27 A VE-W EST SIDE DESCRIPTIO N' M ITA RO ASR DISC IN THE SW CORNER OF BRIDGE OV ER OPA-LOCKA CANAL STAMPED BLC-II0 AND N.70 3) ELEVATIONS SHO WN HEREON A RE R EF ERENCED TO TH E NA TIONAL GEOD ETIC VERTICAL DA TUM VIM OF 1029 4) V ERTICAL ACCURACY STA TEMENT. ELEVATIONS AS SHOWN ARE BASED ON A CLOSED LEVEL LOOP TO THE BENCHMARK S NO TED. A ND MEETS OR EXCEEDS THE STA NDARDS OF PRACTID E AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS AS CONTAINED IN CHAP TER 52-17051)2MAN OF A CLOSURE 04 FEET OF PLUS OR MINUS 005 FEET TIMES THE SQUARE RO OT OF THE DISTA NCE IN MILES FO R V ERTICAL A CCUR ACY LOCATION MAP d METING LAKE 'H W7i]q STREET it I SUR VEYOR'S CERTIFICATI ON: LBOAT MIA MI LLC . r wror A 0 ,II } *pun. ; k, - - --� -' YL FP�II ie at. .12 SIX s. nilE? § ,r0, PENN , EnFR -iIiii R (91g • nA 312Ea1t m0, 0.51. . �: I yR "� ac $b I m^ 38.0E sve STA 3. 341E SM.. • 51A 2. 0.1E - r I mA bed Nd —zn:..ma. ^1AE4i2:t •s au. I• . ,A1. re.,E I ttA530 31E SAN EM121. 5 • EtA E•N 115 BM tat. 511. 051. r , MI.. 1 • rsrA rrirOTT ETA 1.2.5 31. : i trA. wsRA A 1.2htE! g0, rm. i ▪ Ii � 510,3 •.2® mA.0151 I SR }VI MB % 1 4FF+Is • FM 41401118 it I ' NE>t elb I :::.:I: 0,Yro1a .'srn i - f. �A 2nm- 2 Pi I s rn ,w, ss , - .IsiA1• uxr ; a �s . •xae i r •. 510,144 1 • r 1 — . . I Sit 1 g • 'IA 31 3.0 • I Ii... ,m�14. .% rH.,�ob_ _1.,,51.5 1.111.,. ; L 510, ,. E,e •A .. ,,,. = -- MATCHLINE STA. 1+19.54E MATCHLINE STA. 1+69 .85 B (SEE SHEET 3) (SEE SHEET 3) ._ ;�: Y::.EN '� - N,`i1 •Q . 1.111 \ _ - SEWER AS -BUILT ROBA'�NA A ND ASSOCIA TES INC ENGINEERS - PLANNERS -SURVEYORS },-A.2.5: ,., E,,, ., E ,,:. I' �' A: s _� - �-;,���- .1,s„s, �� N a1. .: —--------. .. .-- --- ------- THE MIRAGE AT SAILBOAT COVE rw.n - ><"E, -. - . ...Va.. SAILBOAT MIAMI LLC. .. nn R„E s AY 1 .13.5-.,, .,..r" Po AVM ••> EA :.. ,v. —7- MATCHLINE STA, 1+19. 54E MATCHLINE STA. 1+69. 85 B (SEE SHEET 2) (SEE SHEET 2) n r z m 0) rn rn N N 0) m m 0) x m m -i A Sr 8 0 9 0 0 B SEWER AS -BUILT .. _.. . ROBAYNA.. _-._-- - THE MIRAGE AT SAILBOAT COVE ' AND ASSOC IATES INC . - -- (�,„. ,. 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ELEVA TIONS NOTES. 1) OW INOICATES EXISTIN G ELEVA TIONS 2) BENCHM ARK OF ORIGIN 71.868 ELEVA TION. 984' NOVO 1929 LOC ATION NW 13901- IS' 90(1177 OF CENTER LINE NW 71 A VE-100' WEST OF CENTER O NE DESCRIPTION PH N AIL AN O BUSS YASHER IN NO RTH 510E OF STORM ONA1N, JUST EAST OF GATE AT ENTRANCE TO CEM ETERY. 11-310 ELEVATION. 5.S8' NGVO 1929 LOCA TION NW 135 5T -SOUTH OF NW 2? 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L . . ; . 7 # : 4 " ; : e 7 4 . ; " _1 TESTING / CERTIFICATIONS RUYNA AND ASSOCIATES INC. 5723 NW 158 Street Miami Lakes, FL 33014 T 305-823-9316 Mr. Airia Austin Director City of Opa-Iocka — Public Works and Utilities 701 Fisherman St Opa-locka, FL 33054 RE: Certification of Water and Gravity Sewer System Development: Mirage at Sailboat Cove NW 17th Avenue and NW 143rd Street Dear Mr. Austin, 2021/01/11 Please let this letter serve to document the certification for the construction of the Water distribution and Gravity Sanitary Sewer (SS) collection system based on attachments requested by the department. Additionally, a summary of findings of Robayna and Associates' (R&A) inspection of the facilities in December 2020 and January 2021. In July of 2007, the gravity sewer system was tested and passed the exfiltration test, and subsequently the sewer system was cleared by Miami -Dade County DERM and the City of Opa-Iocka was informed via the letter dated July 26th, 2007. At the request of the City in December 2020 the system was inspected and subsequently the sewer mains were flushed, cleaned and tv'ed. At the department's request, SS manholes within 400 Feet of the pump station (MH #1, #2, #3, #4, #10, #14, #15, and #22) were coated to seal the concrete at the request of the department. From inspection of the sewer video during the cleaning, there were 22 locations which showed minor sags in pipe segments. There is evidence that either this pump station or another receiving station downstream were inoperable for a period of time as there was O&G accumulated on the crown of the pipes. Additionally, there were two (2) pipe runs that show joint separations; between MH #1 to #2 and MH #1 to #22. Given that these are localized to a small area of the site, it could have been caused by a degradation of the pipe bedding due to localized subsurface conditions. These two short pipe segments should be slip lined to mitigate any infiltration/exfiltration. With regards to the water distribution system, in July of 2006 R&A certified and acquired the release for the watermain extensions from the Department of Health. The mains were pressure tested and passed in June of 2006. In 2020, R&A reviewed the CF: 20200109 190088 Page 1 of 2 Robayna and Associates, Inc. 5723 NW 158 Street Miami Lakes, FL 33014 T 305-823-9316 F 305-823-1569 service connections and coordinated with the department for their adjustment to align the polypipe with the unit property lines. Those changes are depicted upon the hard copies and AutoCAD as -built that is being provided as part of the developers overall package. If there are any questions, please do not hesitate to contact us. Sincerely, Robw+alandi,ssocaites, Inc. \\\ � EO'BF r01i°= O .9 73 No 73896 E OF Oscar :ifil ilAina, P.E. State of Florida No 73896 CF: 20200109 190088 Page2of2 NOV. 20. 2007 1:34PM RT NO. 027 P. 1 MIAM1•D OUNTY Carlos Alvarez, Mayor ADA Coordination Agenda Coonlination Animal Services Art in Public Pie Audit and Management 5erviee3 Aviation Building Building Code Compliance 5usines3 Development Capital Improvement Citiarro' IndependentREensponadonTrot Commission on thi*and PublieTrusr Communications Community Action Agency Community & Economic Development Community Relations Consumer 5etvIaes cornecdom & Rehabilitation Guttural Affairs Elections Emergency Management Employee RoIetions EtnpawemmeraT ism Enteiptivirecltnalogy Services i ntnenenw Resemcee management Fair employment Practices finance Piro Rescue General Services Administration Govamment information Center HistoricPreser oboe Homeless'thrst Noosing Agency Housing Rance Authetity Human Service Independent Review Panel imemational'Aade Consortium fuvenile5eM Medical examiner Men -Mimi Action Plan Me mpoilten Ptaming Organisation Aark end Pla geotin. PlennIng and Zoo Pats Procurement Maria Pr p iyAPPra Public Library Shat nubile Wb Safe Neighborhood psds 8eaporc Solid Waste Marsageenera strategic business Management Team Metro Vann 'task Fuse en Urban fcannmlc Revitalization Vizcaya Museum And Gardena water G Sewn `"Eivironmental Resources Management Plan Review Services Division 701 NW 1st Court • 2nd Floor Miami, Florida 33136..3902 T 305.372.6899 F 305-372-6631 miemidade.gov 26-JUL-2007 MR, ENSIN DANIEL ABTA CITY OF OAA LOCKA 777 SIIARAZ.AD BLVD. OPA LOCKA, FL 33054 Re: PROJECT: THE MIRAGE AT SAIL BOAT CAVE ADDRESS: 14300 NW 17 AVENUE SE: 2005-123 CERTIFICATION OF; 100% Dear MR. ENSIN DANIEL ABIA: This letter shall serve as notification that the above referenced Sewer Extension project has been certified by RAFAEL L ROBAYNA, P.E. Said certification, signed by the corresponding utility on 26-JUL-2007, indicated that the project was completed in conformance with the approved plans and specifications. Pursuant to the above, and inasmuch as all the specific conditions in the FDEP construction permit have been complied with, we hereby clear these facilities for service. This notification does not relieve applicants from building permits, requesting to connect to this sanitary sewer facility, from the requirements of a Sewer System Treatment and Transmission Certification in accordance with the terms and conditions set forth in paragraph 16C of the First Partial Consent Decree (Case No. 93-1109 CIV-I ORE1 O) . If you have any questions, contact me or Ms. Maria D. Molina at (305) 372-6899. When referring to this project, please use the SE number indicated above. Sincerely, 1 gustin Soc r e r P.E. ter and Wastewater Engineering Section, Chief CC: MR JOSE PEREZ DE CORCHO 8000 NW 31 STREET, SUITE 17 DORAL , FL 3,2,122i RAFAEL L ROBAYlikv P.E. MR. MIAMM•A DE COUNTY Environmental Resources Management Water & Wastewater Division 33 SW 2nd Avenue • 5th Floor Miami, Florida 33130-1540 T 305-372-6524 F 305-372-6631 miamidade.gov 8-SEP-2005 MR JOSE PEREZ DE CORCHO SAILBOAT COVE VENTURES LLC 8000 NW 31 STREET, SUITE 17 DORAL , FL 33122 CERTIFIED MAIL NO. 70993400.000059106203 RETURN RECEIPT REQUESTED Dear MR JOSE PEREZ DE CORCHO: Enclosed is Permit number F-DEP SITE No. -252108, DERM No. (5E2005-123) to construct/modify a Wastewater Collection System for the THE MIRAGE AT SAIL BOAT COVE (DS#OPALOCKA). This permit is issued pursuant to Section(s) 24-30.1 Miami -Dade County Code (MDCC) . Any party of this Order (permit) has the right to seek judicial review of the permit pursuant to Section 120.68, Florida Statutes, by the filing of a Notice of Appeal pursuant to Rule 9.110, Florida rules of appellate Procedure, with the director or designee in the Office of General Counsel, 2600 Blair Stone Road, Tallahassee, Florida 32399-2400, and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 14 days from the date this Notice is filed with the Clerk of the Department. If you have any questions please contact me or Mr. Rolando M. Roque, P.E. at phone number (305) 372-6500. Executed in Miami, Miami -Dade County, Florida Department of Environmental Resources Management gust ocarras, P.E., hief ater and stewater Conve nce Section Copies furnished to: MR. RAFAEL L. ROBAYNA, P.E. CERTIFICATE OF SERVICE This is to certify that this NOTICE OF PERMIT and all copies were mailed before close of business on persons. Clerk Stamp FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to the 120.52(10) Florida Statutes, with the designated Department Clerk, t of wh; sh is hereby,Yacknowl,edged. I. / rece t o the listed t, ? r' e t i r l.y. i�i^. 4,1'' ty }se r-1../_Da j.{ • Clerk Date METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: MR JOSE PEREZ DE CORCHO SAILBOAT COVE VENTURES LLC 8000 NW 31 STREET, SUITE 17 DORAL , FL 33122 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2005-123 PERMIT/CERTIFICATION: FL DEP SITE #252108 DATE OF ISSUE: 8-SEP-2005 EXPIRATION DATE: 8-SEP-2010 County: DADE Latitude/Longitude: Section -Township -Range: 22-52-41 Project: THE MIRAGE AT SAIL BOAT COVE (DS#OPALOCKA) This permit is issued under the provisions of Chapter(s) 403.087, Florida Statutes and Florida Administrative Code Rule(s) 17-4, 17-600 & 17-604. The above named permittee is hereby authorized to perform the work or operate the facility shown on the application and approved drawing(s), plans, and other documents attached hereto or on file with the department and made a part hereof and specifically described as follows: TO CONSTRUCT: A WASTEWATER COLLECTION/TRANSMISSION SYSTEM CONNECTING THE PROPOSED PROJECT TO THE MIAMI-DADE. WATER AND SEWER DEPARTMENT NORTH DISTRICT W.W.T.P. THE NEW TOTAL AVERAGE DAILY FLOW (ADF) IS ESTIMATED TO BE 43000 GPD. THE SYSTEM WILL CONSIST OF PS, FM, AND GRAVITY COLLECTION SYSTEM # OF PUMPS 00002 OPERATING CAPACITY (GPM): 232 # OF SANITARY MANHOLES: 22 PUMP TYPE: . . . SUBMERSIBLE TDH (ft): . . . . 105 AND THE FOLLOWING GRAVITY/FORCEMAIN LINES: LENGTH (LF) G/F ID (IN) SLOPE (%) MATERIAL 646 G 8 0.400 DIP 2944 G 8 0.400 PVC 950 F 8 0.000 DIP 1177 F 6 0.000 DIP IN ACCORDANCE WITH: PERMIT APPLICATION ON FDEP FORM 62-604.300(7)(a) WITH $ 500 APPLICATION FEE ON 12-JUL-2005 LOCATED AT: 14300 NW 17 AVENUE TO SERVE: 172 TOWNHOMES SUBJECT TO: General Conditions 1-15 and Specific Conditions 1-9 1. The terms, conditions, requirements, limitations, and restrictions set forth herein are "Permit Conditions" and as such are binding upon the permittee and enforceable pursuant to the authority of Sections 403.161, 403.727, or 403.859 through 403.861, Florida Statutes. The permittee is hereby placed on notice that the department will review this permit periodically and may initiate enforcement action for any violation of the "Permit Conditions" by the permittee, its agents, employees, servants or representatives. 2. This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the department. DERN FORM 17-1.201(5) Effective November 30, 1982 Page 1 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: MR JOSE PEREZ DE CORCHO SAILBOAT COVE VENTURES LLC 8000 NW 31 STREET, SUITE 17 DORAL , FL 33122 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2005-123 PERMIT/CERTIFICAT/ON: FL DEP SITE #252108 DATE OF ISSUE: 8-SEP-2005 EXPIRATION DATE: 8-SEP-2010 3 As provided in Subsections 403.087(6) and 403.722(5), Florida Statutes, the issuance of this permit does not convey any vested rights or any exclusive privileges. Nor does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state or local laws or regulations. This permit does not constitute a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in the permit 4 The permit conveys no title to land or water, does not constitute state recognition or acknowledgement of title, and does not constitute authority for the use of submerged lands unless herein provided and the necessary title or leasehold interests have been obtained from the state. Only the Trustees of the Internal Improvement Trust Fund may express state opinion as to title. 5. This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, plant or aquatic life or property and penalties therefore caused by the construction or operation of this permitted source, nor does it allow the permittee to cause pollution in contravention of Florida Statutes and department rules, unless specifically authorized by an order from the department. 6. The permittee shall at all times properly operate and maintain the facility and systems of treatment and control (and related appurtenances) that are installed or used by the permittee to achieve compliance with the conditions of this permit, as required by department rules. This provision includes the operation of backup or auxiliary facilities or similar systems when necessary to achieve compliance with the conditions of the permit and when required by department rules. 7. The permittee, by accepting this permit, specifically agrees to allow authorized department personnel, upon presentation of credentials or other documents as may be required by law, access to the premises, at reasonable times, where the permitted activity is located or conducted for the purpose of: a) Having access to and copying any records that must be kept under the conditions of the permit; b) Inspecting the facility, equipment, practices, or operations regulated or required under this permit; and c) Sampling or monitoring any substances or parameters at any location reasonably necessary to assure compliance with this permit or department rules. Reasonable time may depend on the nature of the concern being investigated. 8. If for any reason, the permittee does not comply with or will be unable to comply with any condition or limitation specified in this permit, the permitteee shall immediately notify and provide the department with the following information: a. A description of and cause of non-compliance; and b. The period of non-compliance, including exact dates and times; or, if not corrected, the anticipated time the non-compliance is expected to continue, and steps being taken to reduce, eliminate, and prevent recurrence of the non-compliance. The permittee shall be responsible for any and all damages which may result and may be subject to enforcement action by the department for penalties or revocation of this permit. DERR FORM 17-1.201(5) Effective November 30, 1982 Page 2 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: MR *JOSE PEREZ DE CORCHO SAILBOAT COVE VENTURES LLC 8000 NW 31 STREET, SUITE 17 DORAL , FL 33122 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2005-123 PERMIT/CERTIFICATION: FL DEP SITE #252108 DATE OF ISSUE: 8-SEP-2005 EXPIRATION DATE: 8-SEP-2010 9. In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source, which are submitted to the department, may be used by the department as evidence in any enforcement case arising under the Florida Statues or department rules, except where such use is prescribed by Sections 403.73 and 403.111, Florida Statutes. 10. The permittee agrees to comply with changes in department rules and Florida Statutes after a reasonable time for compliance, provided however, the permittee does not waive any other rights granted by Florida Statutes or department rules. 11. This permit is transferable only upon department approval in accordance with Florida Administrative Code Rules 17-4.12 and 17-30.30, as applicable. The permittee shall be liable for any non-compliance of the permitted activity until the transfer is approve by the department. 12. This permit is required to be kept at the work site of the permitted activity durin the entire period of construction or operation. 13. This permit also constitutes: ( ) Determination of Best Available Control Technology (BACT) ( ) Determination of Prevention of Significant Deterioration (PSD) ( ) Certification of Compliance with State Water Quality Standards (Section 401, PL 92-500) ( ) Compliance with New Source Performance Standards 14. The permittee shall comply with the following monitoring and record keeping requirements: a. Upon request, the permittee shall furnish all records and plans required under department rules. The retention period for all records will be extended automatically, unless otherwise stipulated by the department, during the course of any unresolved enforcement action. b. The permittee shall retain at the facilty, or other location designated by this permit, records of all monitoring information (including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation), copies of all reports required by this permit, and records of all data used to complete the application for this permit. The time period of retention shall be at least three years from the date of the sample, measurement, report or application unless otherwise specified by department rule. c. Records of monitoring information shall include: _ the date, exact place, and time of sampling or measurements; _ the person responsible for performing the sampling or measurement; _ the date(s) analysis were performed; _ the person responsible for performing the analysis; _ the analytical techniques or methods used; and _ the results of such analysis. 15. When requested by the department, the permittee shall, within a reasonable time, furnish any information required by law which is needed to determine compliance with the permit. If the permittee becomes aware of that relevant facts were not submitted or were incorrect in the permit application or in any report to the department, such facts or information shall be submitted or corrected promptly. SPECIFIC CONDITIONS: DERM FORM 17-1.201(5) Effective November 30, 1982 Page 3 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT STATE OF FLORIDA 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMITTEE: MR JOSE PEREZ DE CORCHO SAILBOAT COVE VENTURES LLC ID NUMBER: SE2005-123 8000 NW 31 STREET, SUITE 17 DATE OF ISSUE: 8-SEP-2005N: FL DEP SITE #252108 DORAL , FL 33122 DATE OF ISSUE: EXPIRATION DATE: 8-SEP-2010 1. Start of construction prior to fourteen (14) days following to the issuance of this permit is undertaken at owner's risk due to the public's right to object pursuant to Section 120.57 Florida Statutes. 2. This approval is only for the construction of a wastewater collection system and does not relate to the wastewater treatment aspect. Moreover, this approval does not grant the applicant the right to connect any facilities to be served by this wastewater collection system. Approvals for connection are only granted, in conformance with the provisions of paragraph 16C of the First Partial Consent Decree. (Case No. 93-1109 CIV-MORENO) between the United State of America and Metropolitan Dade County and section 13.2 of Miami -Dade County Chapter 24. This project will be contingent • upon the Miami Dade Water & Sewer Utility satisfactorily completing and placing in service all necessary encumbrances. 3. Provisions must be made to assure uninterrupted service in the area during the time of construction. 4. Upon completion of this project, but prior to use, and in order to obtain the Department's approval to place the system into service, the pelmittee shall submit a completed executed Domestic Wastewater Collection/Transmission Systems Certification of Completion of Construction, State of Florida (DEP FORM 17-604.900(2)) pages 1,2 and 3 and attachments; (a) A completed executed Metropolitan Dade County, Department of Environmental Resources Management (DERM) Wastewater Section form Domestic Wastewater Collection/Transmission Systems Certification of Completion of Construction page 1 of 1. (b) Copy of the Infiltration/Exfiltration tests for the Gravity Sanitary Sewers (c) Copy of the field report of the pressure test of the forcemain 5. Upon completion of this project, but prior to use, and in order to obtain the Department's approval to place the system into service, the permittee shall submit a completed executed Domestic Wastewater Collection/Transmission Systems Certification of Completion of Construction, State of Florida DEP FORM 62-604.300(7)(b) pages 1,2 and 3 and attachments; (a) A completed executed Metropolitan Dade County, Department of Environmental Resources Management (DERM) Wastewater Section form Domestic Wastewater Collection/Transmission Systems Certification of Completion of Construction page 1 of 1. 6. Before the Certification of Completion of Construction for the new pumping station is issued, a Pumping Station Number # must be obtained from the City of Opa-Locka, for the proposed pump station. In addition, the upstream and downstream information shall also be provided, if different from the stations identified at the time of the project's approval pumping station and/or certification by the utility. All this information must be submitted in the corresponding Certification of Completion of Construction form and be signed and dated by a city official. 7. A non-resettable Elapsed Time (ET) meter must be installed at each the operating hours of each pump independently. In addition, a similar Elapsed Time meter must be installed to record when the back-up pump to record system. The operator must notify the Deaparrtm nt of Enrevironmentaluired to pResources Management (PERM) whenever the by control back-up pump meter exceeds thirty (30) minutes per month, including an explanation for the inability of the pumping station to handle the peak flows without the use of the back-up pump. 8. Pump station operating levels shall be field adjusted in order to avoid odors, nuisance, surcharged conditions and excessive pump cycle time. DERM FORM 17-1.201(5) Effective November 30, 1982 Page 4 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: MR JOSE PEREZ DE CORCHO SAILBOAT COVE VENTURES LLC 8000 NW 31 STREET, SUITE 17 DORAL , FL 33122 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2005-123 PERMIT/CERT/FICATION: FL DEP S/TE #252108 DATE OF ISSUE: 8-SEP-2005 EXPIRATION DATE: 8-SEP-2010 9. Provide air release valves at high points on the new forcemain. c day of �t Pf . ,2005 Miami -Dade County Deparment of Environmental Resources Management JO W. Renfrow, P.E. k Direc DERM FORM 17-1.201(5) Effective November 30, 1982 Page 5 of 5 Y '� Cf: 04008572 oyooK ROBYNA AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS DATE: June 23, 2006 TO: FLORIDA DEPARTMENT OF HEALTH 1725 NW 167 ST OPA-LOCKA FL 33056 ATTN: JOE DEMARZIOE RE: The Mirage at Sail Boat Cove Please let this letter serve as a Certification stating that the pressure test performed on the water main of the above referenced project passed successfully. Thank you for your time and cooperation. If you have any questions please do not hesitate to call us, ayna and Associates, a P.E. # Stat L. Robayna, P.E. 9453 of Florida 5829 NW 158 Street, Miami Lakes, Florida 33014 * Tel.:(305) 823-9316 / Fax:(305) 823-1569 SAILBOAT COVE VENTURES, LLC 8260 NW 27 Street, Suite 408 Miami, Florida 33122-1903 PRESSURE TEST RESULTS for DONATION WATER MAIN All tests were conducted in the presence of and witnessed by Mr. Ronnie King, inspector for the City of Opa-Iocka Public Works and Utilities Department and by Luis Guillermo , inspector for the Engineer -of -Record, Robayna & Associates, Inc. The system was pressurized to 110 PSIG the day before the date shown, maintained for over twenty four (24) hours and read again. Please refer to photographs attached. DATE LINE STATION PRESSURE PRESSURE READING DROP 7 March 2006 C 13+99.83 107 psig 3 psi 26 March 2006 E 19+08.90 109 psig 1 psi 28 April 2006 A 2+57.15 109 psig 2 psi Telephone: 305 599-1295 Telefax: 305 599-2034 LINE "E" 26 MARCH 2006 SAILBOAT COVE LINE "E" 28 APRIL 2006 SAILBOAT COVE ) SAILBOAT COVE VENTURES, LLC Doral, Florida Kaukauna, Wisconsin The MIRA GE at Sailboat Cove Opa-Iocka, Florida WATER MAIN EXTENSI ON/LOOP PRESSURE TESTING RECORD LINE LINE SIZE TEST DATE TEST LOCATION TEST PRESSURES (r efer to Note 1) VOLU ME of WATER PUMPED BACK IN (gal) ALLOWABLE LEAKAGE (refer to Note 3) (gph) (gals per 24 hrs) COMMENTS and CONCLUSIONS PERMIT DRAWINGS (sta) AS -BUILT DRAWINGS (sta) LENGTH DIAM . (ft) (in) INITIAL (psig) FINAL (psig) DROP (psig) A 87.84 577.64 8 12 28 -Mar -06 2+57.15A 2+40.53 110 109 1 6 0.60 gph 14.40 gals Witnessed by Ronnie King, City of Opa-locka Utiliti es and and Luis G. Vallalta, Rob ayn a and Associates B/d 1,210.67 8 17 -Mar -06 3+99.008 3+99 .23 110 106 4 11 0.76 gph 18 .24 gals Wit nessed by Ronnie King, City of Opa-Iocka Utilities C/f/e 81.63 1,988.99 559.11 6 8 12 07 -Mar -06 13+99. 83C 13+56.13 110 107 3 28 1 .82 gph 43.68 gals Witnessed by Ronnie King, City of Opa-Iock a Utilities E 2,116.28 12 24 -Mar -06 19+ 08. 90E 19+91. 87 110 109 1 21 2.00 gph 48 gals Witnessed by Ronnie King, City of Op a-Iocka Utilities Note 1 INITIAL PRESSURE WAS SET AND STABIL IZED AT 110 PSIG PRESSURE DROP AFTER ONE HOUR WAS NEGLIGIBLE, SO TEST WAS RUN FOR AN ADDITIONAL 23 HOURS PRESSURE READINGS WERE TAKEN AGAIN AFTER 24 HOURS FROM INITIAL TEST No te 2 WATER WAS PJMPED IN UNDER PRESSURE TO BRING BACK SYSTEM TO O RIGINAL STARTING PRESSURE OF 110 PSIG WATER WAS P•JMPED OUT FROM A M AP.. KED 55 -GAL DRUM. ACCURACY OF+/- ONE GALLON. No te 3 ALLOWA BLE LEAKAGE FIGURES ARE BASED ON A GALLON PER HOUR BASIS (gph) AND EXTRAPO LATED TO A TOTAL LEAKAGE FOR THE SYSTEM (gals) AFTER 24 HOURS Pressure Test Results. xls 21-06-06 CHKD. BY REV. BY Pedcor Associates consulting engineers BY Pk"( DAT / ' e*a PROJECT The I'MR4G MAIN X-fieN ION) Design Sketch/Calculations DATE DATE LOCATION wa6 42- SUBJECT -ALLPWA (gLen L.e-Av-Acee 229 northeast 26th terrace mlaml, florlda. 33137 (305) 576-0555 SHEET NO....1... OF 2 - JOB NO. Pedcor Associates consulting engineers BY 1 ba r- DATE ^' Co CHKD. BY DATE REV. BY DATE Design Sketch/Calculations PROJECT LOCATION W TS/ZTSIZ Ala t&J r K.TE&Si Or.) SUBJECT At -LP CJ -I41 c L �-C� OLP.: The M n2,�1Gc= 229 northeast 26th terrace mfami, florida. 33137 (305) 576-0555 SHEET NO. OF • Z JOB NO. 1BAYNA AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS ENGINEERS CERTIFICATION OF GRAVITY SANITARY SEWER SYSTEM Project Name: The Mirage at Sailboat Cove Location: N.W. 143 ST. BETWEEN NW 19TH AVE. AND NW 17TH Ct. MIAMI DADE, FL. Client: Sailboat Cove Ventures, LLC Bellow is the certification for the four (4) gravity sewer lines which were tested for exfiltration limits. The tests were preformed as per Section UC-370 Subsection 3.03 of Miami -Dade Water and Sewer Department. Sewer Line #1 From Manhole number: 2 To Manhole Number: 13 Length of Pipe (feet): 1025 Diameter Of Pipe (inches): 8 Initial Reading: Final Reading: Length of Test (hrs) Exfiltration 7/18/07 2:00 PM Depth to Water (inches): 24 7/19/07 9:10 AM Depth to Water (inches):. 26.25 19:10:00 Gallons Lost: 36 Gallons per inch of internal pipe diameter per mile of 29.02 pipe per 24 hours Sewer Line #2 From Manhole number: 1 To Manhole Number: 20 Length of Pipe (feet): 1046 Diameter Of Pipe (inches): 8 Initial Reading: Final Reading: Length of Test (hrs) Exfiltration 7/18/07 2:40 PM Depth to Water (inches): 32 7/19/07 9:30 AM Depth to Water (inches): 34 18:50:00 Gallons Lost: 30 Gallons per inch of internal pipe diameter per mile of 24.13 pipe per 24 hours I�BAYNA AND ASSOCIATES INC, ENGINEERS - PLANNERS - SURVEYORS Sewer Line #3 From Manhole number: 5 To Manhole Number: 8 and 9 Length of Pipe (feet): 604 Diameter Of Pipe (inches): 8 Initial Reading: Final Reading: Length of Test (hrs) Exfiltration 7/19/07 2:30 PM Depth to Water (inches): 15 7/20/07 11:20 AM Depth to Water (inches): 17.5 20:50:00 Gallons Lost: 53 Gallons per inch of internal pipe diameter per mile of 66.73 pipe per 24 hours Sewer Line #4 From Manhole number: 5 To Manhole Number: 2 Length of Pipe (feet): . 1046 Diameter Of Pipe (inches): 8 Initial Reading: Final Reading: Length of Test (hrs) Exfiltration 7/19/07 2:30 PM Depth to Water (inches): 25 7/20/07 11:30 AM Depth to Water (inches): 27 21:00:00 Gallons Lost: 45 Gallons per inch of internal . pipe diameter per mile of 32.45 pipe per 24 hours I certify that the gravity sewer lines mentioned above have passed the exfiltration tests and do not exceed 100 gallons per inch of internal pipe diameter per mile of pipe per 24 hours. ROBAYNA AND ASSOCIATES, At,//. Angel'Cortada P.E. No.:55364: State of F1Qrida • July 24, 2007 cf: 04008577 "% cx��'1 Jeb Bush Governor M.Rony Frangois,M.D.,M.S.P.H.,Ph.D. Secretary Lillian Rivera, RN, MSN, Administrator Engineering Section 1725 N. W. 167th Street Miami, Florida 33056 July 12, 2006 Angel Cortada, P.E. Robayna and Associates, Inc. 5829 NW 158fil Street Miami Lakes, FL 33014 Project Name: The Mirage at Sail Boat Cove Address NW 143rd Street 7 17th Avenue Permit #: 131116-027-DSGP Issued: 08/17/2005 Dear Mr. Cortada: This will serve to acknowledge receipt of request for a Letter of Release to place this water supply system into service. Based on the Engineer's certification and satisfactory pressure test and bacteriological consequences, we are releasing these facilities for service. In case of a Partial Release it will be the Engineer's responsibility to secure complete clearance of the subject project prior to placing the entire system in service. Failure to comply with this requirement will constitute a cause for Enforcement Action. Your continued cooperation in our water supply program is very much appreciated. CC Jose Lopez, DERM Samir Blink, M.S., P.E., DBE Division Director Miami -Dade County Health Department Environmental Health and Engineering 1725 N.W. 167a' Street, Miami, Florida 33056 TEL (305) 623-3500 • FAX (305) 623-3502.•TDD (305) 623-3619 Email: samir elmir@doh.state.fl.us Website: www.dadehealth.org Comments: FLORIDA DEPARTMENT OF HEALT Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach 168986 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check alt that apply): Standard Coliform Test TRUE 1}1� HPC i n `.`� Ibc C °' ❑ Other: woof) System/Owner's Name f 1 .. oliector Phone #• Att loo"•/''98r, For Lab Use Only t t�, n L1 jt it u0 Sample Rejection Criteria: Sample Preservation ❑ not on Ice °C Chlorine Check ❑ detected 0 This sample does not meet the following NELAC requirements: Collection Address: Collection City- I rwl GIAA4A oilection State: Collection Zip. The following information must be completed if requesting DEP compliance drinking water analysis .loec etie b 0 o Nu) • 17 Roe_ System I.D. Number: System Phone Number: Type of Supply (check appropriate box): 0 Community water system ❑ Noncommunity water system 0 Private well Type of Sample (check appropriate box): ❑ Compliance O Repeat 0 A Main Clearance Replacement District' r} ❑ Nontransient/Noncommunity 0 Limited Use system 0 Other O Bottled water D O Well Survey O Other To be completed by collector of sample imi, To be completed by la Coll. No. Sample Point (Location or Specific Address) Date Coll. Time Coll. Raw/ Dist. CI Res'd pH Analysis Method: MF MTF MMO-M _ G HPC Non Coliform /To�( `Coliforjn E.caIUFC r. Lab Number ts ft+ A ,,.,,:,,, Water sample, ' 1 rti considerad banter as rcc - " A _... 10 for ioso icat Mir • =. . t1 fki safe Miami drinking -County Purposes, t ri'-')= 7.•: - y Dade Dept. of eal �� iti /1 Lab comments/qualifiers All tests are performed in accordance with NELAC standards. A = coliforms absent; P = coliforms present; C = confluent MF = SM9222B + D; MTF = 92216 + EC/MUG; MMO/MUG = SM92238; HPC = SM9215B Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD _ Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 *DEP Community & Nontran./noncomm. <4900 pop. not including raw or plant samples in avg. la-atisfactory ❑ Incomplete Collection Information O Repeat Samples Required ❑ Replacement Samples Required Date Reported: Reviewing Official/Title: —e7 1 County: �/ Chi dL Collector: 0. Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach 169072 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): >$) Standard Coliform Test HPC 0 Other: �,� ��� System/Owner's ;. l�"'""`- County: Coll ctor: Collection Address. ( t Collection City: Comments: !Collection Zip: For Lab Use Only Sample Rejection Criteria: Sample Preservation 0 not on Ice °C Chlorine Check 0 detected 0 This sample does not meet the following NELAC requirements: , TRUE :COPY Collector Phone #: 14%0-0 14 fw r 17 Collection State. The following information must be completed f requesting DEP compliance drinking water analysis System LD, Number: Type of Supply (check appropriate box): 0 Community water system ❑ Noncommunity water system D Private well Type of Sample (check appropriate box): O Compliance Ali Main Clearance O Repeat Replacement ❑ Bottled water System Phone Number: District. 1, ❑ Nontransient/Noncommunity ❑ Limited Use system ❑ Other 0. Well Survey Other • To be completed by collector of sample To be completed by lab Coll. No. Sample Point (Location or Specific Address) Date CoII. Time Coll. Raw/ Dist. CI Res'd pH Analysis Method: MF MTF 1110- G HPC Non Col form Colifor E•coli/FC Lab Number If f V elfgA ire Water sampla, as received 1 iolag€c f iali7 co',a.a4u� �t }. afi : F�SuU' ; . joac—fa -r thinking purposes, Miami Dade Cou tty Dept. of Heatth Lab comments/qualifiers All tests are performed in accordance with NELAC standards. A = coliforms absent; P = coliforms present; C = confluent MF = SM9222B + D; MTF = 9221B + EC/MUG; MMO/MUG = SM9223B; HPC = SM9215B Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD _ Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 `DEP Community & Nontraninoncomm. < 4900 pop. not including raw or plant samples in avg. l tIsfactory O Incomplete Collection Information ❑ Repeat Samples Required O Replacement Samples Required Date Reported: 05" -ea ---49C Reviewing Official/Title: FLORIDA DEPARTMENT OF HEALT Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach X 69067 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): Standard Coliform Test ❑ HPC O Other: 1V4O Collection Address: Collection City: Comments: System/Owner's Na e. County: C'lector T ' Collector Phowe #: 30J' &�� > G>Vt2 . �. N.w r rim cto2_ MtcvAAl Collection State. f 1 Collection Zip. LJE .0 For Lab Use Only Sample Rejection Criteria: Sample Preservation 0 not on ice °C Chlorine Check 0 detected 0 This sample does not meet the following NELAC requirements: The following information must be completed if requesting DEP compliance drinking water analysis System I.D. Number Type of Supply (check appropriate box): ❑ Community water system 0 Noncommunity water system ❑ Private well Type of Sample (check appropriate box): ❑ Compliance Main Clearance ❑ Repeat Replacement System Phone Number District' 13 O Nontransient/Noncommunity 0 Limited Use system ❑ Other O Bottled water O Well Survey O Other To be completed by collector of sample ��/� x..ct G.r Ir To be completed by lab Coll. No. Sample Point (Location or Specific Address) Date Coll. Time Coil. Raw/ Dist. CI Res'd pH Analysis Method: MF MTF M -M HPC C llform Colifo I E.coli/FC Lab Number li f v , �� s reeve l tly CV °: III' 4 t fteitlCeS;a‘a::: eaitY1 Lab comments/Dormers ,{� � €�� ►tl 1 .1 `` .. Di . f ept oo * ' ' M tests are performed in accordance with NELAC standards. A = conforms absent; P = conforms present; C = confluent MF = SM92226 + D; MTF = 92216 + EC/MUG; MMO/MUG = SM9223B; HPC = SM9215B age o sIn ectant Residual ' D infectant Rest sis niEga DPD ` Other Di ' na ysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 *DEP Community & Nontran./noncomm. < 4900 pop. not including raw or plant samples in avg. IfYSatisfactory ❑ Incomplete Collection Information O Repeat Samples Required ❑ Replacement /Samples Required Date Reported' ©-S 5"--e Reviewing Official/Title: FLORIDA DEPARTMENT OF HEALT Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach 168997 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): Standard Coliform Test HPC ❑ Other: System/Owner's N County: Collection Address. Collection City - Comments. coAAA For Lab Use Only ff 1,,rT:n F Sample Rejection Criteria: Sample Preservation 0 not on ice °C Chlorine Check 0 detected ❑ This sample does not meet the following NELAC requirements: Collector Phone #: Qft3ass 14 .vi. Collection State. Collection Zip. The following information must be mpleted if requesting DEP compliance drinking water analysis System I.D. Number: System Phone Number: District. Type of Supply (check appropriate box): 0 Community water system ❑ Noncommunity water system ❑ Private well Type of Sample (check appropriate box): ❑ Compliance 0 Repeat ❑ ❑ Bottled water Main Clearance*/ CO3) ❑ Replacement *-I4(D w '3 ❑ Nontransient/Noncommunity 0 Limited Use system ❑ Other Well Survey Other To be completed by collector of sample f- To be completed by l: . .:. je Coll. No. Sample Point (Location or Specific Address) Date Coil. Time Coll. Raw/ Dist. CI Res'd pH Analysis Method: MF MTF 4 TIMIUG HPC on Coliform Colifor E.coIi/FC Lab Number 1 1:V � g•4 a 7 4-s 1:14 v, A 3 ti Water sample, as raceived /1 . 4 r}-1- considered ba ericlogtcally Vi for drinking purposes. Miami Dade County Dept. of Hell Lab comments/qualifiers All tests are performed in accordance with NELAC standards. A = coliforms absent; P = collforms present; C = confluent MF = SM9222B + D; MTF = 9221B + EC/MUG; MMO/MUG = SM9223B; HPC = SM9215B Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 `DEP Community & Nontran./noncomm. <4900 pop. not including raw or plant samples in avg. Satisfactory O Incomplete Collection Information O Repeat Samples Required O Replacement Samples Required Date Reported. d'¢ %0 �(J Reviewing Official/Title: FLORIDA DEPARTMENT OF HEALT Bureau of Laboratories Jacksonville, Miami, Pensacola, • Tampa, West Palm Beach 168996 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): Standard Conform Test HPC ❑ Other: System/Owner's N 5 County. Collection Address* Collection City: Comments: The following Information must be completed if requesting DEP compliance drinking water analysis System I.D. Number System Phone Number: District. Type of Supply (check appropriate box): ❑ Community water system ❑ Noncommunity water system ❑ Private well Collection State. APR For Lab Use Only L l it Sample Rejection Criteria: Sample Preservation ❑ not on ice °C Chlorine Check 0 detected 0 This sample does not meet the following NELAC requirements: ??u1E COp tile. yQ ' Collector Phone #: ___122Ata.551 N.W. L7 Collection Zip• ❑ Nontranslent/Noncommunity 0 Limited Use system ❑ Other O Bottled water Type of Sample (check appropriate box): ❑ Compliance J1� Main Clearance D ❑ Repeat r� Replacement O Well Survey O Other To be completed by collector of sample 'e To be completed by lab ('] Coll. No. Sample Point (Location or Specific Address) Date Coll. Time CoII. Raw/ Dist. CI Res'd pH Analysis Method; MF MTF O-�2G HPC Non Conform a ofifor E.coll/FC Lab Number 1 ry 4/6Y P .t... . ,._ rN " a A ' ,25,S-1 _ 4- fi-i v. rii v. L. f ki_ v. F H b com'h'ienl laul�ifi r �� All tests are performed in accordance with NELAC standards. A = coliforms absent; P = coliforms present; C = confluent MF = SM9222B + D; MTF = 9221B + EC/MUG; MMO/MUG = SM9223B; HPC = SM9215B f 1 v �-� F C�k1 • Average o Disinfec t Residuals* Disinfectant Residuals Analy s Method: DPD _ Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 "DEP Community & Nontran.noncomm. < 4900 pop. not Including raw or lant ample in avg. tlnSal S e ary Satisfactory ❑ Incomplete Collection Information O Repeat Samples Required O ReplacementSamplesRequired Date Reported- 6 / -0 -0 Reviewing Official/Title. FLORIDA DEPARTMENT OF HEALT Bureau of Laboratories 'Jacksonville, Miami, Pensacola, Tampa, West Palm Beach 168994 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): Standard Coliform Test HPC ❑ Other: System/Owner's County: Collection Address: Collection City: Comments: For Lab Use Only Sample Rejection Criteria: Sample Preservation 0 not on Ice °C Chlorine Check 0 detected 0 This sample does not meet the following NELAC requirements: HU COPY Collection State• Collection Zip* Collector Phone #: The following information must be completed if requesting DEP compliance drinking water analysis System I.D. Number: System Phone Number: District: Type of Supply (check appropriate box): ❑ Community water system ❑ Noncommunity water system 0 Private well Type of Sample (check appropriate box): ❑ Compliance O Repeat 0 l3 ❑ Nontransient/Noncommunity 0 Limited Use system O Bottled water 0 Other Main Clearance 49.{ Replacement [ O Well Survey O Other To be completed by collector of sample Yy- To be completed byia l' Coll. No. Sample Point (Location or Specific Address) Date Coll. Time Coll. Raw/ Dist. 0 Res'd pH Analysis Method: MF MTF MMO G HPC Non Coliform E.coli/FC Lab Number al, Colif9cm B rif , silX4 ff4- A ..r4?, ;:V' 1 Water sample, as received v ,� '='ry to r considered bacteriologically 0 M - ,..:, r:_.I 11 FV safe for drinking purposes, it vi A : • •-•-!: , la- FH Miami Dade County Dept. of Health,/ ,-:_ i A „_, .,.„ H -_ 1, 14 f.1- N w f). -3r -.1-g:.1 Lab comments/qualifiers All tests are performed in accordance with NELAC standards. A = coliforms absent; P = coliforms present•, C = confluent MF = SM92228 + D; MTF = 9221 B + EC/MUG; MMO/MUG = SM9223B; HPC = SM9215B Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD _ Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 *DEP Community & Nontran./noncomm. <4900 pop. not including raw or plant samples in avg. satisfactory ❑ Incomplete Collection Information O Repeat Samples Required ❑ Replacement Samples Required Date Reported: Reviewing Official/Title; 04-o La 7-e)/JAC FLORIDA DEPARTMENT OP HEALT Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach 168993 SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): Standard Coliform Test ❑ HPC O Other: System/Owner's County Collection Address' Collection City Comments. The following information must be completed if requesting DEP compliance drinking water analysis System I.D. Number System Phone Number: District. Type of Supply (check appropriate box): 0 Community water system ❑ Noncommunity water system ❑ Private well Type of Sample (check appropriate box): O Compliance O Repeat s , Collector For Lab Use Only Sample Rejection Criteria: Sample Preservation 0 not on ice °C Chlorine Check 0 detected 0 This sample does not meet the following NELAC requirements: TiwiE COPY] Collection State. Collector Phone #: r1 Collection Zip' Main Clearance Replacement E3 ❑ Nontransient/Noncommunity ❑ Limited Use system 0 Other O Bottled water O Well Survey O Other To be completed by collector of sample gpiir To be completed by i " ; r Coll. No. Sample Point (Location or Specific Address) Date Coll" Time Coll. Raw/ Dist. CI Res'd pH Analysis Method: MF MTF O- G HPC C liform Colifo I E.coli/FC Lab Number lc rFt .4%;ig:‘ q. ,‘:,:„.,-..„):.„ /his Water far Dade sample, bacteriologically drinking - as receives purposes. considered Miami Cowity Dept. of I -f : th Lab comments/qualifiers At tests are performed in accordance with NELAC standards. A = coliforms absent; P = coliforms present; C = confluent MF = SM9222B + D; MTF = 9221B + EC/MUG; MMO/MUG = SM9223B HPC = SM9215B Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 Reviewing Official/Title: *DEP Community & Nontran./noncomm. < 4900 pop. not including raw or plant samples in avg. ¢'Satisfactory O Incomplete Collection Information O Repeat Samples Required ❑ Replacement Samples Required Date Reported: O4 �! Y tu. County Collection Address: Collection City. Comments: FLORIDA DEPARTMENT HEALT Bureau of Laboratories Jacksonville, Miami, Pensacola, Tampa, West Palm Beach SAMPLE COLLECTION AND REPORT FORM FOR DRINKING WATER BACTERIOLOGICAL ANALYSIS 68987 Press hard, (5) copies (Page 1 of 1) Analysis Requested: (please check all that apply): 'ci f/ Standard Coliform Test HPC ❑ Other: System/Owner's N�� For Lab Use Only H?n Sample Rejection Criteria: Sample Preservation 0 not on ice °C Chlorine Check 0 detected 0 This sample does not meet the following NELAC requirements: Collector: /V4.4. ot,r -'• The following informdtion must bec e completed if» questing DEP compliance drinking water analysis System I.D. Number System Phone Number District. Type of Supply (check appropriate box): ❑ Community water system ❑ Noncommunity water system ❑ Private well Type of Sample (check appropriate box): 0 Compliance Main Clearance ❑ Repeat / 0 Replacement Collector Phone #: 6? -3 *x 1 ollection State: r 1 Collection Zip• 0 Nontransient/Noncommunity 0 Limited Use system 0 Other ❑ Bottled water ❑ Well Survey O Other To be completed by collector of sample a N- To be completed by la Coll. No. Sample Point (Location or Specific Address) Date Coll. Time Coll. Raw/ Dist. CI Res'd pH Analysis Method: MF MTF MO -M G HPC Non Coliform Total Coliform cols/ Lab Number I r V VC(;fr P I" A ,,,,,,,,...,.. 2- r o v, i., ,-„,„-,-„ .,,, 9 rH .., v‘ A 4 A :7.21:-31,, � F. w1.% il ilk- tok rr,�z 14 (17-71 7 Fti to. 1,4 Lab comments/qualifiers All tests are performed in accordance with NELAC standards. A = coliforms absent; P = colifomts present; C = confluent MF = SM9222B + D; MTF = 9221B + EC/MUG; MMO/MUG = SM92236; HPC = SM9215B Average of Disinfectant Residuals* Disinfectant Residuals Analysis Method: DPD Other Disinfectant Analysis Certified Operator # Name and Mailing Address of Person to Receive Report DH 655, 6/04 1 'DEP Community & Nontraninoncomm. <4900 pop. not including raw or Iapt sample n avg. O Satisfactory f ❑ Incomplete Collection Informat on ❑ Repeat Samples Required O Replacement Samples Required Date Reported' Reviewing Official/Title: -O6-o / t `Q5(12, 0 j Jeb Bush Governor Lillian Rivera, RN, MSN, Administrator August 17, 2005 Rafael L. Robayna, P.E. Robayna and Associates, Inc. 5829 NW 158th Street Miami Lakes, FL 33014 Dear Mx. Robayna: John O. Agwunobi, M.D., M.B.A. Secretary This will acknowledge receipt of a general plans and related documents pertaining to the installation of Water Main to serve The Mirage at Sail Boat Cove at NW 143rd Street betwn 17th Court & 19th Avenue, Opa-Locka, Florida. Effective August 17, 2005, the above project's plan and documents are approved under Department of Health Number 131116-027-DSGP with the following provisos. This water Main Extension is not to be placed into service until such time as final written notice of clearance is obtained from this office. Clearance will be given only after certification is received from the engineer of record certifying that the project has been constructed in conformance with the approved plans, together with records of two (2) consecutive days of satisfactory bacteriological samples, analyzed and certified by the State of Florida Department of Health, for drinking water analysis, and taken within 60 days of the date of clearance documents submittal. For projects and portions of projects where there is any substantial deviation from the construction permit and approved engineering plans and specifications, a copy of record drawings will be provided. If this permit includes any testable backflow prevention device, an approved tester will certify the test results. A set of approved drawings was stamped "JOB SITE COPY". This set must be shown to the state inspector at the job site before bacteriological samples can commence. This approval pertains only to the water utilities serving this development and it is not to be construed as approval of sewage aspects. Any future service connections shall be permitted and if applicable fitted with a suitable backflow device. All water main piping including fittings, shall be color coded or marked as described in Section 62-555.320(21)(b) 3, Department of Environmental Protection Drinking Water Rules, Florida Administrative Code Effective August 28, 2003. All concerned are reminded that approval must be obtained from both water and sewage facilities prior to construction. The owner or permittee is advised that approval is given to the functional aspects of this project on the basis of representation, and data furnished to this division. There may be County, Municipal or other Local Regulations to be complied with by the owner or permittee prior. to construction of the facilities represented by the plans referred to above. We recommend that appropriate Local Agencies be consulted before starting construction. This permit shall be valid for (5) five years from the date of issuance. Re -approval of expired permits shall be considered upon written request accompanied by the appropriate applic rocessing fee. We are enclosing copies of the approved documents for your files. Cc: Jose Lopez, P.E., DERM Samir Elmir, M,S., DEE, P,E., Division Director Miami -Dade County Health Department Environmental Health and Engineering 1725 N.W. 167th Street, Miami, Florida 33056 TEL (305) 623-3500 • FAX (305) 623-3502•TDD (305) 623-3619 Email; samir elnur@doh.state.fl.us Website: www.dadehealth.org SKETCH & LEGAL DESCRIPTION 1 WATER & SEWER EASEMENTS EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS SURVEYORS NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY ROBAYNA AND ASSOCIATES, INC. 2) ROBAYNA AND ASSOCIATES, INC.'S CERTIFICATE OF AUTHORIZATION NO. LB 5004 IS ISSUED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 3) ALL DIMENSIONS SHOWN HEREON ARE IN THE UNITED STATES SURVEY FOOT. 4) BEARINGS SHOWN HEREON ARE REFERENCED TO THE PLAT OF "MIRAGE AT SAILBOAT COVE", RECORDED IN PLAT BOOK 166, PAGE 86, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 5) THE HORIZONTAL DATUM IS BASED OF THE NORTH AMERICAN DATUM (NAD) 1983/11 ADJUSTMENT. 6) THIS IS NOT A SURVEY. 7) THIS DOCUMENT CONSISTS OF 66 PAGES AND IS NOT CONSIDERED COMPLETE WITHOUT ALL 66 PAGES. CERTIFIED TO: CITY OF OPA LOCKA SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS SKETCH AND LEGAL DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED AND DRAWN UNDER MY RESPONSIBLE DIRECTION, AND THAT THE SURVEY MEETS THE "STANDARDS OF PRACTICE" AS SET FORTH IN CHAPTER 5J-17.051 THROUGH 5J-17.052, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF THE FLORIDA STATUTES. 1 ��. -• 1Z-24 - Z c FOR THE FIRM SCOTTJ. PERKINS PROFESSIONAL SURVEYOR AND MAPPER No. 5686 STATE OF FLORIDA SHEET 1 OF 66 ROBfiYNp AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MIAMI w<ES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. 1.13 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS LEGAL DESCRIPTION WATER EASEMENT: A STRIP OF LAND 12.00 FEET WIDE, BEING A PORTION OF "MIRAGE AT SAILBOAT COVE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 166, PAGE 86, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING IN SECTION 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, THE FOLLOWING COURSES OF SAID 12.00 FOOT STRIP BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NE 1/4, SE CORNER SECTION 22, TOWNSHIP 52SOUTH, RANGE 41 EAST; THENCE SOUTH 88°09'03" WEST, 14.61 FEET TO THE POINT OF BEGINNING; THENCE NORTH 2°03'40" WEST, 21.01 FEET THENCE NORTH 85°44'42" WEST, 8.28; THENCE SOUTH 88°08'56" WEST, 149.31 FEET; THENCE NORTH 2°25'27" WEST, 62.75 FEET; THENCE NORTH 66°39'19" EAST, 23.09 FEET; THENCE NORTH 67°49'39" EAST, 10.77 FEET; THENCE NORTH 45°05'37" EAST, 109.77 FEET; THENCE NORTH 22°41'10" EAST, 43.83 FEET; THENCE NORTH 1°46'04" WEST, 134.64 FEET; THENCE NORTH 1°29'42" WEST, 172.01 FEET; THENCE NORTH 1°37'55" WEST, 172.83 FEET; THENCE NORTH 3°37'24" WEST, 247.01 FEET; THENCE NORTH 6°02'05" WEST, 145.03 FEET; THENCE NORTH 31°11'58" WEST, 21.83 FEET; THENCE NORTH 59°41'48" EAST, 61.28 FEET; THENCE NORTH 30°18'12" WEST, 12.00 FEET; THENCE SOUTH 59°41'48" WEST, 9.17 FEET; THENCE NORTH 31°09'08" WEST, 10.05 FEET; THENCE SOUTH 58°05'06" WEST, 12.00 FEET; THENCE SOUTH 31°09'08" EAST, 9.71 FEET; THENCE SOUTH 59°41'48" WEST, 8.13 FEET; THENCE NORTH 32°18'05" WEST, 9.42 FEET; THENCE SOUTH 58°0506" VVEST, 12.00 FEET; THENCE SOUTH 32°16'05" EAST, 9.08 FEET; THENCE SOUTH 59°41'48" WEST, 25.50 FEET; THENCE SOUTH 64°18'07" WEST, 2.85 FEET; THENCE NORTH 32°09'58" WEST, 8.73 FEET; THENCE SOUTH 58°05'06" WEST, 12.00 FEET; THENCE SOUTH 32°09'58" EAST, 7.42 FEET; THENCE SOUTH 64°18'07" WEST, 11.41 FEET; THENCE SOUTH 25°41'53" EAST, 12.00 FEET; THENCE NORTH 64°18'07" EAST, 20.81 FEET; THENCE SOUTH 31°11'58" EAST, 19.82 FEET; THENCE SOUTH 6°02'05" EAST, 61.13 FEET; THENCE SOUTH 84°16'21" VVEST, 6.35 FEET; THENCE SOUTH 6°23'26" EAST, 12.00 FEET; THENCE NORTH 84°16'21" EAST, 6.27 FEET; THENCE SOUTH 6°02'05" EAST, 27.92 FEET; THENCE SOUTH 84°52'47" WEST, 6.10 FEET; THENCE SOUTH 5°39'57" EAST, 12.00 FEET; THENCE NORTH 84°52'47" EAST, 6.18 FEET; THENCE SOUTH 6°02'05' EAST, 22.99 FEET; THENCE SOUTH 85°42'02" WEST, 6.61 FEET; THENCE SOUTH 4°17'58" EAST, 12.00 FEET; THENCE NORTH 85°42'02" EAST, 6.72 FEET; THENCE SOUTH 3°37'24" EAST, 14.54 FEET; THENCE SOUTH 84°12'01" WEST, 5.47 FEET; THENCE SOUTH 5°47'59" EAST, 12.00 FEET; THENCE NORTH 84°12'01" EAST, 5.01 FEET; THENCE SOUTH 3°37'24" EAST, 8.47 FEET; THENCE SOUTH 81°36'46" WEST, 4.82 FEET; THENCE SOUTH 8°23'14" EAST, 12.00 FEET; THENCE NORTH 81°36'46" EAST, 3.82 FEET; THENCE SOUTH 3°37'24" EAST, 28.16 FEET; CONTINUE ON PAGE 3 OF 66 SHEET 2 OF 66 ROBpYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUED FROM PAGE 2 OF 66 THENCE SOUTH 84°07'32" VVEST, 3.06 FEET; THENCE SOUTH 5°52'28" EAST, 12.00 FEET; THENCE NORTH 84°07'32" EAST, 2.59 FEET; THENCE SOUTH 3°37'24" EAST, 53.49 FEET; THENCE SOUTH 89°36'34" WEST, 1.72 FEET; THENCE SOUTH 0°23'26" EAST, 12.00 FEET; THENCE NORTH 89°36'34" EAST, 2.40 FEET; THENCE SOUTH 3°37'24" EAST, 28.23 FEET; THENCE SOUTH 86°31'28" WEST, 3.49 FEET; THENCE SOUTH 3°28'32" EAST, 12.00 FEET; THENCE NORTH 86°31'28" EAST, 3.52 FEET; THENCE SOUTH 3°37'24" EAST, 8.17 FEET; THENCE SOUTH 89°31'27" WEST, 3.87 FEET; THENCE SOUTH 0°28'33" EAST, 12.00 FEET; THENCE NORTH 89°31'27" EAST, 4.53 FEET; THENCE SOUTH 3°37'24" EAST, 21.40 FEET; THENCE SOUTH 87°43'26" WEST, 6.65 FEET; THENCE SOUTH 2°16'34" EAST, 12.00 FEET; THENCE NORTH 87°43'26" EAST, 6.72 FEET; THENCE SOUTH 1°37'55" EAST, 55.69 FEET; THENCE SOUTH 88°31'30" WEST, 5.36 FEET; THENCE SOUTH 1°28'30" EAST, 12.00 FEET; THENCE NORTH 88°31'30" EAST, 5.39 FEET; THENCE SOUTH 1°37'55" EAST, 8.31 FEET; THENCE SOUTH 8817'52" WEST, 5.41 FEET; THENCE SOUTH 1°42'08" EAST, 12.00 FEET; THENCE NORTH 88°17'52" EAST, 5.40 FEET; THENCE SOUTH 197'55" EAST, 48.95 FEET; THENCE SOUTH 88°33'20" WEST, 5.34 FEET; THENCE SOUTH 1°26'40" EAST, 12.00 FEET; THENCE NORTH 88°33'20" EAST, 5.38 FEET; THENCE SOUTH 1°37'55" EAST, 17.69 FEET; THENCE SOUTH 1°29'42" EAST, 10.96 FEET; THENCE SOUTH 88°43'36" WEST, 5.31 FEET; THENCE SOUTH 1°16'24" EAST, 12.00 FEET; THENCE NORTH 88°43'36" EAST, 5.35 FEET; THENCE SOUTH 1°29'42" EAST, 27.69 FEET; THENCE SOUTH 8499'10" WEST, 5.85 FEET; THENCE SOUTH 590'50" EAST, 12.00 FEET; THENCE NORTH 8499'10" EAST, 5.01 FEET; THENCE SOUTH 1°29'42" EAST, 30.09 FEET; THENCE SOUTH 88°21'01" WEST, 5.48 FEET; THENCE SOUTH 1°38'59" EAST, 12.00 FEET; THENCE NORTH 88°21'01" EAST, 5.45 FEET; THENCE SOUTH 1°29'42" EAST, 27.92 FEET; THENCE SOUTH 8899'20" WEST, 5.34 FEET; THENCE SOUTH 1°50'40" EAST, 12.00 FEET; THENCE NORTH 88°09'20" EAST, 5.27 FEET; THENCE SOUTH 1°29'42" EAST, 20.94 FEET; THENCE NORTH 87°57'18" WEST, 6.41 FEET; THENCE SOUTH 2°02'42" WEST, 12.00 FEET; THENCE SOUTH 87°5718" EAST, 7.18 FEET; THENCE SOUTH 1°46'04" EAST, 16.19 FEET; THENCE SOUTH 88°52'51" WEST, 5.49 FEET; THENCE SOUTH 1°07'09" EAST, 12.00 FEET; THENCE NORTH 88°52'51" EAST, 5.62 FEET; THENCE SOUTH 1°46'04" EAST, 8.26 FEET; THENCE SOUTH 8817'52" WEST, 5.42 FEET; THENCE SOUTH 1°42'08" EAST, 12.00 FEET; THENCE NORTH 88°17'52" EAST, 5.43 FEET; THENCE SOUTH 1°46'04" EAST, 28.58 FEET; THENCE SOUTH 77°13'39" WEST, 6.57 FEET; THENCE SOUTH 12°46'21" EAST, 12.00 FEET; THENCE NORTH 77°13'39" EAST, 4.24 FEET; THENCE SOUTH 1°46'04" EAST, 37.19 FEET; THENCE SOUTH 22°41'10" WEST, 38.85 FEET; THENCE SOUTH 45°05'37" WEST, 21.51 FEET; THENCE NORTH 4897'41" WEST, 5.64 FEET; THENCE SOUTH 41°52'19" WEST, 12.00 FEET; THENCE SOUTH 48°07'41" EAST, 4.96 FEET; THENCE SOUTH 45°05'37" WEST, 8.49 FEET; THENCE NORTH 47°00'28" WEST, 5.07 FEET; THENCE SOUTH 42°59'32" WEST, 12.00 FEET; THENCE SOUTH 47°00'28" EAST, 4.63 FEET; THENCE SOUTH 45°05'37" WEST, 28.39 FEET; THENCE NORTH 43°45'03" WEST, 5.00 FEET; THENCE SOUTH 46°14'57" WEST, 12.00 FEET; THENCE SOUTH 43°45'03" EAST, 5.24 FEET; THENCE SOUTH 45°05'37" WEST, 10.08 FEET; THENCE SOUTH 66°39'19" WEST, 2.65 FEET; THENCE NORTH 20°18'40" WEST, 7.52 FEET; THENCE SOUTH 69°41'20" WEST, 12.00 FEET; THENCE SOUTH 20°18'40" EAST, 8.15 FEET; THENCE SOUTH 66°39'19" WEST, 23.67 FEET; THENCE SOUTH 64°25'59" WEST, 3.16 FEET; THENCE SOUTH 6499'53" WEST, 2.96 FEET; THENCE SOUTH 66°36'50" WEST, 32.55 FEET; THENCE NORTH 29°00'21" WEST, 9.39 FEET; THENCE SOUTH 60°59'39" WEST, 12.00 FEET; THENCE SOUTH 29°00'21" EAST, 8.21 FEET; THENCE SOUTH 66°36'50" WEST, 12.06 FEET; THENCE SOUTH 88°00'52" WEST, 17.70 FEET; THENCE NORTH 1°01'33" WEST, 11.74 FEET; THENCE SOUTH 88°58'27" WEST, 12.00 FEET; THENCE SOUTH 1°01'33" EAST, 11.94 FEET; THENCE SOUTH 8890'52" WEST, 6.27 FEET; THENCE NORTH 87°46'00" WEST, 2.39 FEET; THENCE SOUTH 8790'21" VVEST, 19.53 FEET; THENCE NORTH 1°30'52" WEST, 7.61 FEET; THENCE SOUTH 88°29'08" WEST, 12.00 FEET; THENCE SOUTH 1°30'52" EAST, 7.75 FEET; THENCE SOUTH 87°50'21" WEST, 14.91 FEET; THENCE NORTH 1°42'24" WEST, 5,50 FEET; THENCE SOUTH 88°17'36" WEST, 12.00 FEET; THENCE SOUTH 1°42'24" EAST, 5.59 FEET; THENCE SOUTH 87°50'21" WEST, 27.76 FEET; THENCE NORTH 3°28'12" WEST, 5.65 FEET; THENCE SOUTH 86°31'48" WEST, 12.00 FEET; THENCE SOUTH 398'12" EAST, 5.37 FEET; THENCE SOUTH 87°50'21" WEST, 28.67 FEET; THENCE NORTH 3°08'41" WEST, 5.54 FEET; THENCE SOUTH 86°51'19" WEST, 12.00 FEET; THENCE SOUTH 398'41" EAST, 5.34 FEET; THENCE SOUTH 87°50'21" WEST, 21.45 FEET; THENCE NORTH 1°04'24" WEST, 6.27 FEET; THENCE SOUTH 88°55'36" WEST, 12.00 FEET; THENCE SOUTH 1°04'24" EAST, 6.56 FEET; THENCE SOUTH 87°17'15" WEST, 14.63 FEET; THENCE NORTH 3°11'42" WEST, 4.95 FEET; THENCE SOUTH 86°48'18" WEST, 12.00 FEET; THENCE SOUTH 3°11'42" EAST, 4.84 FEET; THENCE SOUTH 87°17'15" WEST, 8.48 FEET; THENCE NORTH 2°19'47" WEST, 5.09 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 5.23 FEET; THENCE SOUTH 86°58'50" WEST, 28.22 FEET; THENCE NORTH 3°44'35" WEST, 5.54 FEET; THENCE SOUTH 86°15'25" WEST, 12.00; THENCE SOUTH 3°44'35" EAST, 5.70 FEET; THENCE SOUTH 85°28'32" WEST, 39.38 FEET; THENCE SOUTH 84°05'25" WEST, 9.89 FEET; THENCE NORTH 3°26'34" WEST, 5.69 FEET; THENCE SOUTH 86°33'26" WEST, 12.00 FEET; THENCE SOUTH 3°26'34" EAST, 6.21 FEET; THENCE SOUTH 84°05'25" WEST, 9.50 FEET; THENCE NORTH 8°48'54" EAST, 6.28 FEET; THENCE NORTH 81°11'06" WEST, 12.00 FEET; THENCE SOUTH 8°48'54" WEST, 9.43 FEET; THENCE SOUTH 84°05'25" WEST, 27.09 FEET; THENCE NORTH 20°01'20" WEST, 10.32 FEET; THENCE SOUTH 69°58'40" WEST, 12.00 FEET; THENCE SOUTH 20°01'20" EAST, 7.13 FEET; THENCE SOUTH 84°43'06" WEST, 18.17 FEET; THENCE NORTH 6°27'37" WEST, 8.68 FEET; THENCE SOUTH 83°32'23" WEST, 12.00 FEET; THENCE SOUTH 6°27'37' EAST, 8.21 FEET; THENCE SOUTH 86°45'56" VVEST, 18.06 FEET; THENCE NORTH 3°27'07" WEST, 5.87 FEET; THENCE SOUTH 86°32'53" WEST, 12.00 FEET; THENCE SOUTH 3°27'07" EAST, 5,83 FEET; THENCE SOUTH 86°45'56" WEST, 8.93 FEET; THENCE NORTH 2°04'33" WEST, 5.91 FEET; THENCE SOUTH 87°55'27" WEST, 12.00 FEET; THENCE SOUTH 2°04'33" EAST, 6.04 FEET; THENCE SOUTH 87°39'25" WEST, 28.11 FEET; THENCE NORTH 3°16'13" WEST, 6.07 FEET; THENCE SOUTH 86°43'47" WEST, 12.00 FEET; THENCE SOUTH 31613" EAST, 5.88 FEET; THENCE SOUTH 87°39'25" WEST, 33.28 FEET; THENCE SOUTH 87°57'26" WEST, 17.36 FEET; THENCE NORTH 3°12'48" WEST, 5.76 FEET; THENCE SOUTH 86"47'12" WEST, 12.00 FEET; THENCE SOUTH 3°12'48" EAST, 5.52 FEET; THENCE SOUTH 87°57'26" WEST, 8.01 FEET; THENCE NORTH 2°04'33" WEST, 5.54 FEET; THENCE SOUTH 87°55'27" WEST, 12.00 FEET; THENCE SOUTH 2°04'33" EAST, 5.53 FEET; THENCE SOUTH 87°57'26" WEST, 12.00 FEET; THENCE SOUTH 879421" WEST, 16.53 FEET; THENCE NORTH 3°16'13" WEST, 6.16 FEET; THENCE SOUTH 86°43'47' WEST, 12.00 FEET; THENCE SOUTH 3°16'13" EAST, 6.02 FEET; THENCE SOUTH 87°24'21" WEST, 4.51 FEET; THENCE SOUTH 87°18'24" WEST, 44.64 FEET; THENCE NORTH 3°16'13" WEST, 6.54 FEET; THENCE SOUTH 86°43'47" WEST, 12.00 FEET; THENCE SOUTH 316'13" EAST, 6.43 FEET; THENCE SOUTH 87°51'08" WEST, 27.81 FEET; THENCE NORTH 3°05'50" VVEST, 5.84 FEET; THENCE SOUTH 86°54'10" WEST, 12.00 FEET THENCE SOUTH 3°05'50" EAST, 5.65 FEET; THENCE SOUTH 87°51'08" WEST, 28.12 FEET; THENCE NORTH 2°04'33" WEST, 6.02 FEET; THENCE SOUTH 87°55'27" WEST, 12.00 FEET; THENCE SOUTH 2°04'33" EAST, 6.03 FEET; THENCE SOUTH 87°51'08" WEST, 0.71 FEET; THENCE NORTH 0°04'31" EAST, 6.24 FEET; THENCE NORTH 89°55'29" WEST, 12.00 FEET; THENCE SOUTH 0°04'31" WEST, 6.71 FEET; THENCE SOUTH 87°47'57" WEST, 16.56 FEET; CONTINUE ON PAGE 4 OF 66 SHEET 3 OF 66 ROBfiYNp AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUED FROM PAGE 3 OF 66 THENCE NORTH 3°01'02" WEST, 5.86 FEET; THENCE SOUTH 86°58'58" WEST, 12.00 FEET; THENCE SOUTH 3°01'02" EAST, 5.49 FEET; THENCE SOUTH 87°47'57" WEST, 8.04 FEET; THENCE NORTH 3°01'02" WEST, 5.93 FEET; THENCE SOUTH 86°58'58" WEST, 12.00 FEET; THENCE SOUTH 3°01'02" EAST, 5.76 FEET; THENCE SOUTH 87°47'57" WEST, 28.57 FEET; THENCE NORTH 3°06'32" WEST, 5.55 FEET; THENCE SOUTH 86°53'28" WEST, 12.00 FEET; THENCE SOUTH 3°06'32" EAST, 5.36 FEET; THENCE SOUTH 87°4757" WEST, 20.14 FEET; THENCE NORTH 75°18'41" WEST, 47.67 FEET; THENCE NORTH 15°38'02" EAST, 5.88 FEET; THENCE NORTH 74°21'58" WEST, 12.00 FEET; THENCE SOUTH 15°38'02" WEST, 5.35 FEET; THENCE NORTH 72°59'03" WEST, 29.21 FEET; THENCE NORTH 15°22'23" EAST, 5.06 FEET; THENCE NORTH 74°3737" WEST, 12.00 FEET; THENCE SOUTH 15°22'23" WEST, 4.47 FEET; THENCE SOUTH 83°11'19" WEST, 25.75 FEET; THENCE NORTH 3°13'51" WEST, 17.51 FEET; THENCE SOUTH 86°46'09" WEST, 12.00 FEET; THENCE SOUTH 3°13'51" EAST, 18.26 FEET; THENCE SOUTH 83°11'19" WEST, 3.62 FEET; THENCE SOUTH 2°47'36" EAST, 12.00 FEET; THENCE NORTH 83°11'19" EAST, 39.09 FEET; THENCE SOUTH 72°59'03" EAST, 52.59 FEET; THENCE SOUTH 75°18'41" EAST, 48.60 FEET; THENCE NORTH 87°47'57' EAST, 116.85 FEET; THENCE NORTH 8751'08" EAST, 46.46 FEET; THENCE SOUTH 2°04'33" EAST, 22.15 FEET; THENCE NORTH 8755'27' EAST, 12.00 FEET; THENCE NORTH 2°04'33" WEST, 22.16 FEET; THENCE NORTH 87°51'08" EAST, 23.62 FEET; THENCE SOUTH T04'33" EAST, 21.20 FEET; THENCE NORTH 8755'27" EAST, 12.00 FEET; THENCE NORTH 2°04'33" WEST, 21.29 FEET; THENCE NORTH 87°18'24" EAST, 18.71 FEET; THENCE SOUTH 2°04'33" EAST, 21.02 FEET; THENCE NORTH 87°55'27" EAST, 12.00 FEET; THENCE NORTH 2°04'33" WEST, 21.15 FEET; THENCE NORTH 8718'24" EAST, 18.85 FEET; THENCE NORTH 8724'21" EAST, 32.97 FEET; THENCE NORTH 8757'26" EAST, 61.33 FEET; THENCE NORTH 8739'25" EAST, 81.31 FEET; THENCE NORTH 86°45'56" EAST, 49.73 FEET; THENCE NORTH 84°43'06" EAST, 38.91 FEET; THENCE NORTH 84°05'25" EAST, 68.55 FEET; THENCE NORTH 85°28'32" EAST, 50.65 FEET; THENCE NORTH 86°58'50" EAST, 39.84 FEET; THENCE NORTH 87°17'15" EAST, 41.49 FEET; THENCE NORTH 8750'21" EAST, 23.52 FEET; THENCE SOUTH 5°12'46" EAST, 22.19 FEET; THENCE NORTH 84°47'14" EAST, 12.00 FEET; THENCE NORTH 512'46" WEST, 21.55 FEET; THENCE NORTH 8750'21" EAST, 51.24 FEET; THENCE SOUTH 3°29'35" EAST, 7.35 FEET; THENCE SOUTH 8218'13" WEST, 25.55 FEET; THENCE SOUTH 7°41'47" EAST, 12.00 FEET; THENCE NORTH 8T18'13" EAST, 36.71 FEET; THENCE NORTH 3°29'35" WEST, 18.23 FEET; THENCE NORTH 87°50'21" EAST, 4.46 FEET; THENCE SOUTH 4°18'48" EAST, 21.71 FEET; THENCE NORTH 85°41'12" EAST, 12.00 FEET; THENCE NORTH 4°18'48" WEST, 21.20 FEET; THENCE NORTH 88°00'52" EAST, 91.76 FEET; THENCE NORTH 66°36'50" EAST, 7.16 FEET; THENCE SOUTH 9°17'36" EAST, 28.19 FEET; THENCE NORTH 80°42'24" EAST, 12.00 FEET; THENCE NORTH 9°1736" WEST, 31.20 FEET; THENCE NORTH 66°36'50" EAST, 36.82 FEET; THENCE SOUTH 25°28'35" EAST, 4.67 FEET; THENCE SOUTH r25'27" EAST. 64.78 FEET; THENCE NORTH 88°08'56" EAST, 157.46 FEET; THENCE SOUTH 2°03'42" EAST, 9.89 FEET; THENCE NORTH 88°08'54" EAST, 12.00 FEET; TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA AND CONTAINING 37,045 SQUARE FEET (0.85 ACRE), MORE OR LESS. TOGETHER WITH COMMENCE AT THE SW CORNER OF BLOCK 27 OF "MIRAGE AT SAILBOAT COVE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 166, PAGE 86, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING IN SECTION 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE SOUTH 88°09'51" WEST, 20.52 FEET; THENCE NORTH 01°50'309" WEST, 8.79 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00°50'34" WEST, 8.54 FEET; THENCE NORTH 88°51'45" EAST, 25.47 FEET; THENCE NORTH 1°08'15" WEST, 12.00 FEET; THENCE SOUTH 88°51'45" WEST, 25.41; THENCE NORTH 0°42'58" WEST, 28.12 FEET; THENCE SOUTH 88°33'56" EAST, 22.99 FEET; THENCE NORTH 1°26'04" EAST, 12.00 FEET; THENCE NORTH 88°33'56" WEST, 23.44 FEET; THENCE NORTH 0°42'58" WEST, 13.08 FEET; THENCE SOUTH 89°59'46" EAST, 21.96 FEET; THENCE NORTH 0°00'14" EAST, 12.00 FEET; THENCE NORTH 89°59'46" WEST, 22.11 FEET; THENCE NORTH 0°42'58" WEST, 5.59 FEET; THENCE NORTH 0°25'10" WEST, 5.15 FEET; THENCE NORTH 39°59'05" EAST, 24.45 FEET; THENCE NORTH 21°07'55" EAST, 83.41 FEET; THENCE NORTH 2°05'27" EAST, 22.46 FEET; THENCE SOUTH 88°00'52" WEST, 12.03 FEET; THENCE SOUTH 2°05'27" WEST, 19.56 FEET; THENCE SOUTH 21°07'55" WEST, 79.40 FEET; THENCE SOUTH 39°59'05" WEST, 24.79 FEET; THENCE SOUTH 8704'46" WEST, 21.01 FEET; THENCE NORTH 3°45'22" WEST, 6.44 FEET; THENCE SOUTH 86°14'38" WEST, 12.00 FEET; THENCE SOUTH 3°45'22" EAST, 6.20 FEET; THENCE SOUTH 87°41'03" WEST, 69.56 FEET; THENCE NORTH 2°19'47" WEST, 6.31 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 6.31 FEET; THENCE SOUTH 87°41'03" WEST, 19.24 FEET; THENCE NORTH 2°19'47" WEST, 5.96 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 219'47" EAST, 5.96 FEET; THENCE SOUTH 87°41'03" WEST, 29.10 FEET; THENCE NORTH T19'47" WEST, 6.44 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 6.43 FEET; THENCE SOUTH 87°41'03" WEST, 37.34 FEET; THENCE NORTH 2°19'47" WEST, 6.29 FEET; THENCE SOUTH 8740'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 6.29 FEET; THENCE SOUTH 87°41'03" WEST, 20.71 FEET; THENCE NORTH 2°19'4T WEST, 6.68 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 6.68 FEET; THENCE SOUTH 87°41'03" WEST, 30.27 FEET; THENCE NORTH 2°19'47" WEST, 6.72 FEET; THENCE SOUTH 8740'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 6.72 FEET; THENCE SOUTH 87°41'03" WEST, 19.21 FEET; THENCE NORTH 5°17'53" WEST, 6.92 FEET; THENCE SOUTH 84°42'07" WEST, 12.00 FEET; THENCE SOUTH 5°17'53" EAST, 6.30 FEET; THENCE SOUTH 87°40'43" WEST, 10.26 FEET; THENCE NORTH 2°19'47" WEST, 7.01 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 7.01 FEET; THENCE SOUTH 87°40'43" WEST, 11.90 FEET; THENCE NORTH 21947" WEST, 6.88 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 21947" EAST, 6.88 FEET; THENCE SOUTH 87°40'43" WEST, 28.01 FEET; THENCE NORTH 21947" WEST, 7.49 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 7.49 FEET; THENCE SOUTH 87°40'43" WEST, 36.17 FEET; THENCE NORTH 2°19'47" WEST, 6.49 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 6.48 FEET; THENCE SOUTH 87°40'43" WEST, 4.45 FEET; THENCE SOUTH 85°34'31" WEST, 20.64 FEET; THENCE NORTH 21947" WEST, 10.68 FEET; CONTINUE ON PAGE 5 OF 66 SHEET 4 OF 66 R@BYNfi AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUED FROM PAGE 4 OF 66 THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47" EAST, 11.12 FEET; THENCE SOUTH 85°34'31" WEST, 7.57 FEET; THENCE SOUTH 84°02'23" WEST, 19.68 FEET; THENCE NORTH 2°19'47" WEST, 11.51 FEET; THENCE SOUTH 87°40'13" WEST, 12.00 FEET; THENCE SOUTH 2°19'47' EAST, 12.27 FEET; THENCE SOUTH 84°02'23" WEST, 23.87 FEET; THENCE NORTH 9°15'53" WEST, 6.98 FEET; THENCE SOUTH 80°44'07" WEST, 12.00 FEET; THENCE SOUTH 9°15'53" EAST, 6.71 FEET; THENCE SOUTH 80°05'22" WEST, 14.89 FEET; THENCE SOUTH 77°02'23" WEST, 25.20 FEET; THENCE SOUTH 76°38'32" WEST, 38.78 FEET; THENCE SOUTH 77°00'40" WEST, 47.29 FEET; THENCE NORTH 89°14'39" WEST, 13.40 FEET; THENCE NORTH 1°49'38" EAST, 4.37 FEET; THENCE NORTH 88°10'22" WEST, 12.00 FEET; THENCE SOUTH 1°49'38" WEST, 4.59 FEET; THENCE NORTH 89°14'39" WEST, 28.54 FEET; THENCE NORTH 0°29'56" WEST, 4.28 FEET; THENCE SOUTH 89°30'04" WEST, 12.00 FEET; THENCE SOUTH 0°29'58" EAST, 4.02 FEET; THENCE NORTH 89°14'39" WEST, 7.04 FEET; THENCE NORTH 17°12'26" EAST, 1.19 FEET; THENCE NORTH 7T47'34" WEST, 12.00 FEET; THENCE SOUTH 17°12'26" WEST, 4.73 FEET; THENCE NORTH 89°14'39" WEST, 16.17 FEET; THENCE NORTH 21°43'04" EAST, 6.22 FEET; THENCE NORTH 68°16'56" WEST, 12.00 FEET; THENCE SOUTH 21°43'04" WEST, 6.77 FEET; THENCE NORTH 67°41'40" WEST, 49.25 FEET; THENCE NORTH 2V44'35" EAST, 5.79 FEET; THENCE NORTH 68°15'25" WEST, 12.00 FEET; THENCE SOUTH 21°44'35" WEST, 5.67 FEET; THENCE NORTH 67°41'40" WEST, 28.73 FEET; THENCE NORTH 21°44'35" EAST, 5.46 FEET; THENCE NORTH 68°15'25" WEST, 12.00 FEET; THENCE SOUTH 21°44'35" WEST, 5.34 FEET; THENCE NORTH 67°41'40" WEST, 27.40 FEET; THENCE SOUTH 84°07'20" WEST, 17.29 FEET; THENCE NORTH 2°11'56" WEST, 53.94 FEET; THENCE NORTH 2°47'36" WEST, 43.88 FEET; THENCE SOUTH 83°11'19" WEST, 12.03 FEET; THENCE SOUTH 2°4T36" EAST, 37.08 FEET; THENCE SOUTH 86°48'46" WEST, 2.58 FEET; THENCE SOUTH 2°21'33" EAST, 12.00 FEET; THENCE NORTH 86°48'46" EAST, 2.61 FEET; THENCE SOUTH 2°11'56" EAST, 54.79 FEET; THENCE SOUTH 1°08'15" EAST, 28.25 FEET; THENCE SOUTH 87°14'58" WEST, 1.79 FEET; THENCE SOUTH 2°24'05" EAST, 12.00 FEET; THENCE NORTH 87°14'58" EAST, 13.53 FEET; THENCE NORTH 1°08'15" WEST, 35.09 FEET; THENCE NORTH 84°07'20" EAST, 15.14 FEET; THENCE SOUTH 67°41'40" EAST, 20.48 FEET; THENCE SOUTH 22°57'50" WEST, 22.39 FEET; THENCE SOUTH 67°02'10" EAST, 12.00 FEET; THENCE NORTH 22°57'50" EAST, 22.52 FEET; THENCE SOUTH 67°41'40" EAST, 27.52 FEET; THENCE SOUTH 22°09'28" WEST, 22.60 FEET; THENCE SOUTH 67°50'32" EAST, 12.00 FEET; THENCE NORTH 22°09'28" EAST, 22.57 FEET; THENCE SOUTH 67°41'40" EAST, 28.08 FEET; THENCE SOUTH 22°09'28" WEST, 22.34 FEET; THENCE SOUTH 67°50'32" EAST, 12.00 FEET; THENCE NORTH 22°09'28" EAST, 22.31 FEET; THENCE SOUTH 67°41'40" EAST, 20.72 FEET; THENCE SOUTH 72°56'54" EAST, 8.01 FEET; THENCE SOUTH 89°14'39" EAST, 7.48 FEET; THENCE SOUTH 0°56'34" WEST, 23.27 FEET; THENCE SOUTH 89°03'26" EAST, 12.00 FEET; THENCE NORTH 0°56'34" EAST, 23.31 FEET; THENCE SOUTH 89°14'39" EAST, 28.12 FEET; THENCE SOUTH 0°09'34" WEST, 22.98 FEET; THENCE SOUTH 89°50'26" EAST, 12.00 FEET; THENCE NORTH 0°09'34" EAST, 22.85 FEET; THENCE SOUTH 89°14'39" EAST, 28.21 FEET; THENCE SOUTH 4°56'45" EAST, 22.97 FEET; THENCE NORTH 85°03'15" EAST, 12.00 FEET; THENCE NORTH 4°56'45" WEST, 21.77 FEET; THENCE SOUTH 89°14'39" EAST, 1.18 FEET; THENCE SOUTH 4°56'45" EAST, 25.47 FEET; THENCE NORTH 85°03'15" EAST, 12.00 FEET; THENCE NORTH 4°56'45" WEST, 26.16 FEET; THENCE NORTH 77°00'40" EAST, 22.66 FEET; THENCE SOUTH 11°44'24" EAST, 25.21 FEET; THENCE NORTH 78°15'36" EAST, 12.00 FEET; THENCE NORTH 11°44'24" WEST, 25.48 FEET; THENCE NORTH 77°00'40" EAST, 6.20 FEET; THENCE NORTH 76°38'32" EAST, 19.77 FEET; THENCE SOUTH 13°54'09" EAST, 25.29 FEET; THENCE NORTH 76°05'51" EAST, 12.00 FEET; THENCE NORTH 13°54'09" WEST, 25.18 FEET; THENCE NORTH 76°38'32" EAST, 7.00 FEET; THENCE NORTH 77°02'23" EAST, 24.83 FEET; THENCE NORTH 80°05'22" EAST, 7.14 FEET; THENCE SOUTH 4°56'45" EAST, 20.36 FEET; THENCE NORTH 85°03'15" EAST, 12.00 FEET; THENCE NORTH 4°56'45" WEST, 21.48 FEET; THENCE NORTH 84°02'23" EAST, 24.46 FEET; THENCE SOUTH 4°52'39" EAST, 20.99 FEET; THENCE NORTH 85°07'21" EAST, 12.00 FEET; THENCE NORTH 4°52'39" WEST, 21.21 FEET; THENCE NORTH 84°02'23" EAST, 27.22 FEET; THENCE SOUTH 4°58'17" EAST, 21.57 FEET; THENCE NORTH 85°01'43" EAST, 12.00 FEET; THENCE NORTH 4°58'1T' WEST, 21.40 FEET; THENCE NORTH 85°34'31" EAST, 25.94 FEET; THENCE NORTH 87°40'43" EAST, 22.70 FEET; THENCE SOUTH 2°19'17" EAST, 21.62 FEET; THENCE NORTH 87°40'43" EAST, 12.00 FEET; THENCE NORTH 2°19'17" WEST, 21.62 FEET; THENCE NORTH 87°40'43" EAST, 13.03 FEET; THENCE SOUTH 2°19'17" EAST, 21.28 FEET; THENCE NORTH 87°40'43" EAST, 12.00 FEET; THENCE NORTH 2°19'17" WEST, 21.28 FEET; THENCE NORTH 87°40'43" EAST, 27.51 FEET; THENCE SOUTH 2°19'17" EAST, 21.43 FEET; THENCE NORTH 87°40'43" EAST, 12.00 FEET; THENCE NORTH 2°19'17" WEST, 21.43 FEET; THENCE NORTH 87°40'43" EAST, 35.19 FEET; THENCE SOUTH 2°19'17" EAST, 20.89 FEET; THENCE NORTH 87°40'43" EAST, 12.00 FEET; THENCE NORTH 2°19'17" WEST, 20.89 FEET; THENCE NORTH 87°41'03" EAST, 20.63 FEET; THENCE SOUTH 2°18'57" EAST, 20.59 FEET; THENCE NORTH 87°41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 20.59 FEET; THENCE NORTH 87°41'03" EAST, 31.06 FEET; THENCE SOUTH 2°18'57" EAST, 20.73 FEET; THENCE NORTH 87°41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 20.73 FEET; THENCE NORTH 87°41'03" EAST, 34.13 FEET; THENCE SOUTH 2°18'57" EAST, 20.88 FEET; THENCE NORTH 87°41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 20.88 FEET; THENCE NORTH 87°41'03" EAST, 22.50 FEET; THENCE SOUTH 2°18'57" EAST, 21.36 FEET; THENCE NORTH 87"41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 21.36 FEET; THENCE NORTH 87°41'03" EAST, 28.15 FEET; THENCE SOUTH 2°18'57" EAST, 21.37 FEET; THENCE NORTH 87°41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 21.37 FEET; THENCE NORTH 87°41'03" EAST, 50.48 FEET; THENCE SOUTH 2°18'57" EAST, 21.38 FEET; THENCE NORTH 87°41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 21.38 FEET; THENCE NORTH 87°41'03" EAST, 26.54 FEET; THENCE SOUTH 2°18'57" EAST, 20.88 FEET; THENCE NORTH 87°41'03" EAST, 12.00 FEET; THENCE NORTH 2°18'57" WEST, 20.88 FEET; THENCE NORTH 87°41'03" EAST, 10.28 FEET; THENCE NORTH 87°04'46" EAST, 25.08 FEET; THENCE SOUTH 0°42'58" EAST, 70.21 FEET; THENCE SOUTH 0°50'34" EAST, 18.28 FEET; THENCE NORTH 89"17'02" EAST, 12.00 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA AND CONTAINING 24,893 SQUARE FEET (0.57 ACRE), MORE OR LESS. CONTINUE ON PAGE 6 OF 66 SHEET 5 OF 66 RBVNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET UM TAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUED FROM PAGE 5 OF 66 LEGAL DESCRIPTION SEWER EASEMENT: A STRIP OF LAND 15.00 FEET WIDE, BEING A PORTION OF "MIRAGE AT SAILBOAT COVE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 166, PAGE 86, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING IN SECTION 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, THE FOLLOWING COURSES OF SAID 15.00 FOOT STRIP BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NE 1/4, SE CORNER SECTION 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST; THENCE SOUTH 88°09'03" WEST, 35.00 FEET; THENCE SOUTH 02°24'08" EAST, 30.05 FEET; THENCE SOUTH 88°09'51" WEST, 158.36 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88°09'57" WEST, 6.18 FEET; THENCE NORTH 55°11'12" WEST, 81.41; THENCE SOUTH 23°46'52" WEST, 108.05 FEET; THENCE SOUTH 02°36'01" EAST, 7.80 FEET; THENCE NORTH 86°58'20" EAST, 6.73 FEET; THENCE SOUTH 01°50'09" EAST, 15.00 FEET; THENCE SOUTH 86'58'20" WEST, 6.53 FEET; THENCE SOUTH 02°36'01" EAST, 5.00 FEET; THENCE NORTH 86°55'49" EAST, 6.47 FEET; THENCE SOUTH 01°50'09" EAST, 15.00 FEET; THENCE SOUTH 86°55'49" WEST, 6.27 FEET; THENCE SOUTH 02°36'01" EAST, 1.03 FEET; THENCE NORTH 86°53'42" EAST, 6.25 FEET; THENCE SOUTH 01°50'09" EAST, 15.00 FEET; THENCE SOUTH 86°53'42" WEST, 6.05 FEET; THENCE SOUTH 02°36'01" EAST, 19.22 FEET; THENCE SOUTH 87°23'59" WEST, 15.00 FEET; THENCE NORTH 02°36'01" WEST, 72.16 FEET; THENCE SOUTH 07°59'29" WEST, 257.63 FEET; THENCE SOUTH 02°03'31" EAST, 0.74 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 02°03'31" WEST, 0.84 FEET; THENCE SOUTH 87°59'29" WEST, 4.70 FEET; THENCE SOUTH 02°03'39" EAST, 0.87 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 02°03'39" WEST, 0.96 FEET; THENCE SOUTH 87°59'29" WEST, 7.99 FEET; THENCE SOUTH 02°13'12" EAST, 1.01 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 02°13'12" WEST, 1.11 FEET; THENCE SOUTH 87°59'29" WEST, 5.00 FEET; THENCE SOUTH 02°13'12" EAST, 1.16 FEET; THENCE SOUTH 87°46'48" WEST, 15.00 FEET; THENCE NORTH 02°13'12" WEST, 1.22 FEET; THENCE SOUTH 87°59'29" WEST, 5.00 FEET; THENCE SOUTH 02°13'12" EAST, 1.29 FEET; THENCE SOUTH 87°52'11" WEST, 15.00 FEET; THENCE NORTH 02°13'12" WEST, 1.32 FEET; THENCE SOUTH 87°59'29" WEST, 24.43 FEET; THENCE SOUTH 01°56'5T' EAST, 2.25 FEET; THENCE SOUTH 67°50'19" WEST, 15.00 FEET; THENCE NORTH 01°56'57" WEST, 2.15 FEET; THENCE SOUTH 85°59'29" WEST, 5.93 FEET; THENCE SOUTH 03°59'13" EAST, 1.98 FEET; THENCE SOUTH 8T37'35" WEST, 15.01 FEET; THENCE NORTH 03°59'13" WEST, 1.55 FEET; THENCE SOUTH 85°59'29" WEST, 4.61 FEET; THENCE SOUTH 03°50'34" EAST, 1.42 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 03°50'34" WEST, 0.99 FEET; THENCE SOUTH 85°59'29" WEST, 4.99 FEET; THENCE SOUTH 03°51'24" EAST. 0.85 FEET; THENCE SOUTH 87°37'35" WEST, 15.01 FEET; THENCE NORTH 03°51'24" WEST, 0.42 FEET; THENCE SOUTH 85°59'29" WEST, 88.84 FEET; THENCE SOUTH 03°51'24" EAST, 0.30 FEET; THENCE SOUTH 84°39'52" WEST, 15.00 FEET; THENCE NORTH 03°51'24" WEST, 0.64 FEET; THENCE SOUTH 85°59'29" WEST, 4.79 FEET; THENCE SOUTH 04°06'14" EAST, 0.75 FEET; THENCE SOUTH 84°39'52" WEST, 15.00 FEET; THENCE NORTH 04°06'14" WEST, 1.10 FEET; THENCE SOUTH 85°59'29" WEST, 7.93 FEET; THENCE SOUTH 03°56'43" EAST, 1.29 FEET; THENCE SOUTH 84°39'52" WEST, 15.00 FEET; THENCE NORTH 03°56'43" WEST, 1.43 FEET; THENCE SOUTH 76°29'28" WEST, 27.38 FEET; THENCE SOUTH 13°29'42" EAST, 8.75 FEET; THENCE SOUTH 80°39'52" WEST, 15.04 FEET; THENCE NORTH 13°29'42" WEST, 7.66 FEET; THENCE SOUTH 76°29'28" WEST, 3.16 FEET; THENCE SOUTH 13°33'48" EAST, 7.43 FEET; THENCE SOUTH 80°39'52" WEST, 15.04 FEET; THENCE NORTH 13°33'48" WEST, 6.33 FEET; THENCE SOUTH 76°29'28" WEST, 5.70 FEET; THENCE SOUTH 13°26'01" EAST, 5.92 FEET; THENCE SOUTH 80°39'52" WEST, 15.04 FEET; THENCE NORTH 13°26'01" WEST, 4.82 FEET; THENCE SOUTH 76°29'28" WEST, 5.99 FEET; THENCE SOUTH 13°29'56" EAST, 4.39 FEET; THENCE SOUTH 80°39'52" WEST, 15.04 FEET; THENCE NORTH 13°29'56" WEST, 3.29 FEET; THENCE SOUTH 78°29'28" WEST, 8.09 FEET; THENCE SOUTH 02°05'01" EAST, 2.72 FEET; THENCE SOUTH 80°39'52" WEST, 15.12 FEET; THENCE NORTH 02°05'01" WEST, 3.61 FEET; THENCE NORTH 88°55'02" WEST, 14.42 FEET; THENCE SOUTH 00°24'24" WEST, 18.05 FEET; THENCE NORTH 79°30'38" WEST, 15.24 FEET; THENCE NORTH 00°24'24" EAST, 15.56 FEET; THENCE NORTH 88°55'02" WEST, 3.84 FEET; THENCE SOUTH 01°34'48" WEST, 14.87 FEET; THENCE NORTH 79°30'38" WEST, 15.18 FEET; THENCE NORTH 01°34'48" EAST, 12.39 FEET; THENCE NORTH 88°55'02" WEST, 3.85 FEET; THENCE SOUTH 00°24'24" WEST, 11.79 FEET; THENCE NORTH 79°30'38" WEST, 15.24 FEET; THENCE NORTH 00°24'24" EAST, 9.30 FEET; THENCE NORTH 88°55'02" WEST, 6.48 FEET; THENCE SOUTH 00°21'15" EAST, 8.25 FEET; THENCE NORTH 79°30'38" WEST, 15.27 FEET; THENCE NORTH 00°21'15" WEST, 5.75 FEET; THENCE NORTH 88°55'02" WEST, 4.74 FEET; THENCE SOUTH 09°20'29" EAST, 5.18 FEET; THENCE NORTH 79°30'38" WEST, 15.95 FEET; THENCE NORTH 09°20'29" WEST, 4.48 FEET; THENCE NORTH 69°01'07" WEST, 18.05 FEET; THENCE SOUTH 20°55'25" WEST, 3.09 FEET; THENCE NORTH 67°30'38" WEST, 15.01 FEET; THENCE NORTH 20°55'25" EAST, 2.70 FEET; THENCE NORTH 69°04'35" WEST, 5.48 FEET; THENCE SOUTH 21°11'58" WEST, 2.55 FEET; THENCE NORTH 67°30'38" WEST, 15.00 FEET; THENCE NORTH 21°11'58" EAST, 2.15 FEET; THENCE NORTH 69°01'07" WEST, 3.05 FEET; THENCE SOUTH 21°03'27" WEST, 2.07 FEET; THENCE NORTH 67°30'38" WEST, 15.00 FEET; THENCE NORTH 21°03'27" EAST, 1.68 FEET; THENCE NORTH 69°01'07" WEST, 8.09 FEET; THENCE SOUTH 22°16'21" WEST, 1.46 FEET; THENCE NORTH 67°30'38" WEST, 15.00 FEET; THENCE NORTH 22°16'21" EAST, 1.07 FEET; THENCE NORTH 69°01'07" WEST, 6.21 FEET; THENCE SOUTH 21°13'16" WEST, 0.90 FEET; THENCE NORTH 6T30'38" WEST, 15.00 FEET; THENCE NORTH 21°13'16" EAST, 0.51 FEET; THENCE NORTH 69°01'0T' WEST, 19.86 FEET; THENCE NORTH 21°15'48" EAST, 32.09 FEET; THENCE SOUTH 67°32'31" EAST, 15.00 FEET; THENCE SOUTH 21°15'48" WEST, 16.71 FEET; THENCE SOUTH 69°01'07" EAST, 16.32 FEET; THENCE NORTH 21°26'32" EAST, 16.29 FEET; THENCE SOUTH 67°32'31" EAST, 27.38 FEET; THENCE SOUTH 21°21'39" WEST, 15.58 FEET; THENCE SOUTH 69°01'07" EAST, 9.64 FEET; THENCE NORTH 21°24'45" EAST, 15.33 FEET; THENCE SOUTH 67°32'31" EAST, 15.00 FEET; THENCE SOUTH 21°24'45" WEST, 14.94 FEET; THENCE SOUTH 69°01'07" EAST, 48.26 FEET; THENCE NORTH 00°31'04" WEST, 10.39 FEET; THENCE NORTH 87°36'42" EAST, 15.01 FEET; THENCE SOUTH 00°31'04" EAST, 13.71 FEET; THENCE SOUTH 88°55'02" EAST, 15.63 FEET; THENCE NORTH 01°09'27" EAST, 14.67 FEET; THENCE NORTH 87°36'42" EAST, 15.03 FEET; THENCE SOUTH 01°09'27" WEST, 15.58 FEET; THENCE SOUTH 88°55'02" EAST, 12.45 FEET; THENCE NORTH 00°55'46" EAST, 16.34 FEET; THENCE NORTH 87°36'42" EAST, 26.63 FEET; THENCE SOUTH 01°02'30" WEST, 17.95 FEET; THENCE SOUTH 88°55'02" EAST, 19.20 FEET; THENCE NORTH 1893'33" WEST, 19.83 FEET; THENCE NORTH 8T36'42" EAST, 15.59 FEET; CONTINUE ON PAGE 7 OF 66 SHEET 6 OF 66 RBVNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI IMES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUE FROM PAGE 6 OF 66 THENCE SOUTH 18°13'33" EAST, 19.25 FEET; THENCE NORTH 76°29'28" EAST, 112.27 FEET; THENCE NORTH 85°59'29" EAST, 23.46 FEET; THENCE NORTH 04°00'36" WEST, 20.10 FEET; THENCE NORTH 8737'35" EAST, 15.01 FEET; THENCE SOUTH 04°00'36" EAST, 19.68 FEET; THENCE NORTH 85°59'24" EAST, 7.19 FEET; THENCE NORTH 04°00'59" WEST, 19.47 FEET; THENCE NORTH 87°37'35" EAST, 15.01 FEET; THENCE SOUTH 04°00'59" EAST, 19.04 FEET; THENCE NORTH 85°59'29" EAST, 3.40 FEET; THENCE NORTH 04°04'03" WEST, 18.95 FEET; THENCE NORTH 87°37'35" EAST, 15.01 FEET; THENCE SOUTH 04°04'03" EAST, 18.52 FEET; THENCE NORTH 85°59'29" EAST, 7.09 FEET; THENCE NORTH 03°59'42" WEST, 18.32 FEET; THENCE NORTH 87°37'35" EAST, 15.01 FEET; THENCE SOUTH 03°59'42" EAST, 17.89 FEET; THENCE NORTH 85°59'29" EAST, 6.48 FEET; THENCE NORTH 03°58'17" WEST, 17.70 FEET; THENCE NORTH 87°37'35" EAST, 15.01 FEET; THENCE SOUTH 04°00'31" EAST, 17.27 FEET; THENCE NORTH 85°59'29" EAST, 26.47 FEET; THENCE NORTH 03°59'15" WEST, 16.52 FEET; THENCE NORTH 87°37'35" EAST, 15.01 FEET; THENCE SOUTH 03°59'15" EAST, 16.09 FEET; THENCE NORTH 85°59'29" EAST, 5.31 FEET; THENCE NORTH 04°02'18" WEST, 15.94 FEET; THENCE NORTH 8737'35" EAST, 15.01 FEET; THENCE SOUTH 04°02'18" EAST, 15.51 FEET; THENCE NORTH 85°59'29" EAST, 5.70 FEET; THENCE NORTH 04°00'11" WEST, 15.35 FEET; THENCE NORTH 87°37'35" EAST, 15.01 FEET; THENCE SOUTH 04°00'11" EAST, 14.92 FEET; THENCE NORTH 85°59'29" EAST, 3.81 FEET; THENCE NORTH 02°02'16" WEST, 14.80 FEET; THENCE NORTH 87°37'35' EAST, 15.00 FEET; THENCE SOUTH 02°02'16" EAST, 14.82 FEET; THENCE NORTH 87°59'29" EAST, 5.10 FEET; THENCE NORTH 02°02'28" WEST, 14.86 FEET; THENCE NORTH 85°45'16" EAST, 15.01 FEET; THENCE SOUTH 02°02'28" EAST, 15.45 FEET; THENCE NORTH 8759'29" EAST, 25.80 FEET; THENCE NORTH 02°02'43" WEST, 15.78 FEET; THENCE NORTH 87°37'35" EAST, 15.00 FEET; THENCE SOUTH 02°02'43" EAST, 15.88 FEET; THENCE NORTH 87°59'29" EAST, 6.50 FEET; THENCE NORTH 02°02'45" WEST, 15.92 FEET; THENCE NORTH 873735" EAST, 15.00 FEET; THENCE SOUTH 0702'45" EAST, 16.01 FEET; THENCE NORTH 8759'29" EAST, 5.00 FEET; THENCE NORTH 0702'47 WEST, 16.05 FEET; THENCE NORTH 67°37'35" EAST, 15.00 FEET; THENCE SOUTH 02°02'47" EAST, 16.14 FEET; THENCE NORTH 87°59'29" EAST, 4.00 FEET; THENCE NORTH 02°02'49" WEST, 16.17 FEET; THENCE NORTH 87°37'35" EAST, 15.00 FEET; THENCE SOUTH 02°02'49" EAST, 16.26 FEET; THENCE NORTH 8759'29" EAST, 5.00 FEET; THENCE NORTH 02°02'52" WEST, 16.29 FEET; THENCE NORTH 8737'35" EAST, 15.00 FEET; THENCE SOUTH 02°02'52" EAST, 16.39 FEET; THENCE NORTH 8759'29" EAST, 25.62 FEET; THENCE NORTH 02°00'22" WEST, 16.55 FEET; THENCE NORTH 87°37'35" EAST, 15.00 FEET; THENCE SOUTH 02°00'22" EAST, 16.65 FEET; THENCE NORTH 87°59'29" EAST, 5.99 FEET; THENCE NORTH 01°57'51" WEST, 16.89 FEET; THENCE NORTH 87°37'35" EAST, 15.00 FEET; THENCE SOUTH 01°57'51" EAST. 16.78 FEET; THENCE NORTH 8759'29" EAST, 7.00 FEET; THENCE NORTH 01°57'54" WEST, 16.83 FEET; THENCE NORTH 87°37'35" EAST, 15.00 FEET; THENCE SOUTH 01°57'54" EAST, 16,92 FEET; THENCE NORTH 87°59'29" EAST, 1.70 FEET; THENCE NORTH 02°00'29" WEST, 16.93 FEET; THENCE NORTH 8737'35" EAST, 15.00 FEET; THENCE SOUTH 02°00'29" EAST, 17.03 FEET; THENCE NORTH 87°59'29" EAST, 139.35 FEET; THENCE NORTH 23°46'52" EAST, 109.87 FEET; THENCE NORTH 02°32'21" VVEST, 14.06 FEET; THENCE SOUTH 86°40'05" VVEST, 44.52 FEET; THENCE SOUTH 03°43'19" EAST, 3.69 FEET; THENCE SOUTH 87°36'42" WEST, 15.00 FEET; THENCE NORTH 03°43'19" WEST, 3.44 FEET; THENCE SOUTH 86°40'05" WEST, 5.54 FEET; THENCE SOUTH 02°41'28" EAST, 3.35 FEET; THENCE SOUTH 87°36'42" WEST, 15.00 FEET; THENCE NORTH 02°41'28" WEST, 3.10 FEET; THENCE SOUTH 88°40'05" WEST, 3.86 FEET; THENCE SOUTH 00°22'03" EAST, 3.04 FEET; THENCE SOUTH 87'36'42" WEST, 15.01 FEET; THENCE NORTH 00°22'03" WEST, 2.79 FEET; THENCE SOUTH 86°40'05" WEST, 8.78 FEET; THENCE SOUTH 03°00'36" EAST, 2.65 FEET; THENCE SOUTH 8736'42" WEST, 15.00 FEET; THENCE NORTH 03°19'55" WEST, 2.40 FEET; THENCE SOUTH 86°40'05" WEST, 3.00 FEET; THENCE SOUTH 02°55'24" EAST, 2.35 FEET; THENCE SOUTH 8736'42" WEST, 15.00 FEET; THENCE NORTH 02°55'24" WEST, 2.10 FEET; THENCE SOUTH 86°05'48" WEST, 360.13 FEET; THENCE SOUTH 87°41'28" WEST, 150.08 FEET; THENCE SOUTH 02°22'25" EAST, 1.28 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 02°22'25" WEST, 1.29 FEET; THENCE SOUTH 8741'28" WEST, 5.30 FEET; THENCE SOUTH 02°22'25" EAST, 1.30 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 02°22'25" WEST, 1.32 FEET; THENCE SOUTH 8741'28" WEST, 9.00 FEET; THENCE SOUTH 02°22'25" EAST, 1.33 FEET; THENCE SOUTH 8737'35" WEST, 30.50 FEET; THENCE NORTH 02°22'25" WEST, 1.36 FEET; THENCE SOUTH 87°41'28" WEST, 7.40 FEET; THENCE SOUTH 02°22'25" EAST, 1.37 FEET; THENCE SOUTH 87°37'35" WEST, 15.00 FEET; THENCE NORTH 02°18'32" WEST, 1.38 FEET; THENCE SOUTH 8741'28" WEST, 155.76 FEET; THENCE NORTH 73°05'42" WEST, 120.80 FEET; THENCE NORTH 09°11'01" WEST, 33.24 FEET; THENCE SOUTH 73°23'41" EAST, 34.95 FEET; THENCE SOUTH 17°44'35" WEST, 15.03 FEET; THENCE SOUTH 73°05'42" EAST, 5.34 FEET; THENCE NORTH 17°44'35" EAST, 15.06 FEET; THENCE SOUTH 73°23'41" EAST, 15.00 FEET; THENCE SOUTH 17°44'35" WEST, 15.14 FEET; THENCE SOUTH 72°15'25" EAST, 5.09 FEET; THENCE NORTH 17°44'35" EAST, 15.24 FEET; THENCE SOUTH 73°23'41" EAST, 15.00 FEET; THENCE SOUTH 17°44'35" WEST, 15.25 FEET; THENCE SOUTH 73°05'42" EAST, 5.00 FEET; THENCE NORTH 17°57'11" EAST, 15.27 FEET; THENCE SOUTH 73°23'41" EAST, 15.00 FEET; THENCE SOUTH 17°57'11" WEST, 15.35 FEET; THENCE SOUTH 73°05'42" EAST, 37.71 FEET; THENCE NORTH 87°41'28" EAST, 13.84 FEET; THENCE NORTH 02°17'04" WEST, 15.21 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 02°1T04" EAST, 15.23 FEET; THENCE NORTH 87°41'28" EAST, 15.40 FEET; THENCE NORTH 02°17'04" WEST, 15.26 FEET; THENCE NORTH 87°36'42" EAST, 23.94 FEET; THENCE SOUTH 0717'04" EAST, 15.29 FEET; THENCE NORTH 87°41'28" EAST, 8.02 FEET; THENCE NORTH 01°56'10" WEST, 15.30 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°56'10" EAST, 15.32 FEET; THENCE NORTH 87°41'28" EAST, 5.29 FEET; THENCE NORTH 01°56'10" WEST, 15.33 FEET; THENCE NORTH 8736'42" EAST, 15.00 FEET; THENCE SOUTH 01°56'10" EAST, 15.35 FEET; THENCE NORTH 87°41'28" EAST, 26.12 FEET; THENCE NORTH 01°45'29" WEST, 15.38 FEET; THENCE NORTH 87°36'42" EAST, 30.23 FEET; THENCE SOUTH 01°49'47" EAST, 15.43 FEET; THENCE NORTH 87°41'28" EAST, 10.88 FEET; THENCE NORTH 01°52'33" WEST, 15.44 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°52'33" EAST, 15.46 FEET; THENCE NORTH 8741'28" EAST, 1.09 FEET; THENCE NORTH 01°30'35" WEST, 15.46 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°30'35" EAST, 15.48 FEET; THENCE NORTH 87°41'28" EAST, 7.13 FEET; CONTINUE ON PAGE 8 OF 66 SHEET 7 OF 66 RiliBAYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI WOES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUED FROM PAGE 7 OF 66 THENCE NORTH 01°13'48" WEST, 15.49 FEET; THENCE NORTH 87°36'25" EAST, 15.00 FEET; THENCE SOUTH 01°13'48" EAST, 15.52 FEET; THENCE NORTH 87°41'28" EAST, 25.46 FEET; THENCE NORTH 02°00'17" WEST, 15.55 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 02°00'17" EAST, 15.57 FEET; THENCE NORTH 87°41'28" EAST, 14.29 FEET; THENCE NORTH 01°54'55" WEST, 15.59 FEET; THENCE NORTH 87°36'42" EAST, 28.31 FEET; THENCE SOUTH 02°05'48" EAST, 15.63 FEET; THENCE NORTH 87°41'28" EAST, 3.62 FEET; THENCE NORTH 01°56'46" WEST, 15.63 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°56'46" EAST, 15.66 FEET; THENCE NORTH 87°41'28" EAST, 6.07 FEET; THENCE NORTH 01°56'10" WEST, 15.66 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°56'10" EAST, 15.68 FEET; THENCE NORTH 87°41'28" EAST, 26.83 FEET; THENCE NORTH 02°14'42" WEST, 15.72 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 02°14'42" EAST, 15.74 FEET; THENCE NORTH 87°41'28" EAST, 5.13 FEET; THENCE NORTH 03°06'45" WEST, 15.75 FEET; THENCE NORTH 87°38'42" EAST, 15.00 FEET; THENCE SOUTH 03°06'45" EAST, 15.27 FEET; THENCE NORTH 85°42'58" EAST, 4.83 FEET; THENCE NORTH 02°12'32" WEST, 15.11 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 02°12'32" EAST, 14.61 FEET; THENCE NORTH 85°42'58" EAST, 4.78 FEET; THENCE NORTH 02°04'40" WEST, 14.46 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 02°04'40" EAST, 13.96 FEET; THENCE NORTH 85°42'58" EAST, 6.11 FEET; THENCE NORTH 01°57'34" WEST, 13.76 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°57'34" EAST, 13.26 FEET; THENCE NORTH 85°42'58" EAST, 27.23 FEET; THENCE NORTH 01°51'36" WEST, 18.27 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°51'36" EAST, 17.77 FEET; THENCE NORTH 85°42'58" EAST, 7.74 FEET; THENCE NORTH 02°23'49" WEST, 17.51 FEET; THENCE NORTH 87°36'11" EAST, 29.52 FEET; THENCE SOUTH 01°58'56" EAST, 16.54 FEET; THENCE NORTH 85°42'58" EAST, 8.20 FEET; THENCE NORTH 01°56'10" WEST, 16.27 FEET; THENCE NORTH 87°36'42" EAST, 15.00 FEET; THENCE SOUTH 01°56'10" EAST, 15.78 FEET; THENCE NORTH 85°42'58" EAST, 5.31 FEET; THENCE NORTH 1°53'06" WEST, 15.60 FEET; THENCE NORTH 87°36'42" EAST, 15,00 FEET; THENCE SOUTH 01°53'06" EAST, 15.10 FEET; THENCE NORTH 86°02'50" EAST, 27.34 FEET; THENCE NORTH 01°59'14" WEST, 17.07 FEET; THENCE NORTH 87°36'42" EAST, 12.00 FEET; THENCE SOUTH 01°59'14" EAST, 16.87 FEET; THENCE NORTH 86°40'05" EAST, 8.00 FEET; THENCE NORTH 01°54'20" WEST, 16.74 FEET; THENCE NORTH 87°36'42" EAST, 12.00 FEET; THENCE SOUTH 01°54'20" EAST, 16.54 FEET; THENCE NORTH 86°40'05" EAST, 7.29 FEET; THENCE NORTH 01°53'23" WEST, 16.42 FEET; THENCE NORTH 87°36'42" EAST, 12.00 FEET; THENCE SOUTH 01°53'23" EAST, 16.22 FEET; THENCE NORTH 86°40'05" EAST, 6.62 FEET; THENCE NORTH 02°01'20" WEST, 18.11 FEET; THENCE NORTH 87°38'42" EAST, 12.00 FEET; THENCE SOUTH 02°01'20" EAST, 15.92 FEET; THENCE NORTH 02°02'48" WEST, 15.76 FEET; THENCE NORTH 87°36'42" EAST, 12.00 FEET; THENCE SOUTH 02°02'48" EAST, 15.56 FEET; THENCE NORTH 86°40'05" EAST, 25.59 FEET; THENCE NORTH 02°56'38" WEST, 15.11 FEET; THENCE NORTH 87°11'48" EAST, 12.00 FEET; THENCE SOUTH 02°56'38" EAST, 15.00 FEET; THENCE NORTH 86°40'05" EAST, 11.49 FEET; THENCE NORTH 02°25'02" WEST, 14.75 FEET; THENCE NORTH 87°36'42" EAST, 29.36 FEET; THENCE SOUTH 04°55'58" EAST, 14.27 FEET; THENCE NORTH 86°40'05" EAST, 11.06 FEET; THENCE NORTH 04°3715" WEST, 14.09 FEET; THENCE NORTH 87°36'42" EAST, 30.12 FEET; THENCE SOUTH 03°11'33" EAST, 13.59 FEET; THENCE NORTH 86°40'05" EAST, 35.46 FEET; THENCE NORTH 03°31'46" WEST, 14.99 FEET; THENCE NORTH 82°38'42" EAST, 15.03 FEET; THENCE SOUTH 03°31'46" EAST, 16.05 FEET; THENCE NORTH 86°40'05" EAST. 10.92 FEET; THENCE NORTH 22°48'28" WEST, 17.41 FEET; THENCE NORTH 82°36'42" EAST, 33,42 FEET; THENCE SOUTH 06"41'19" EAST, 17.70 FEET; THENCE NORTH 86°40'05" EAST, 9.63 FEET; THENCE NORTH 83°16'35" EAST, 6.22 FEET; THENCE NORTH 04°46'48" WEST, 17.79 FEET; THENCE NORTH 82°36'42" EAST, 15.02 FEET; THENCE SOUTH 04°46'48" EAST, 17.96 FEET; THENCE NORTH 83°16'35" EAST, 11.04 FEET; THENCE NORTH 08°55'22" WEST, 18.07 FEET; THENCE NORTH 82°36'42" EAST, 15.00 FEET; THENCE SOUTH 06°55'22" EAST, 18.25 FEET; THENCE NORTH 83°18'35" EAST, 30.88 FEET; THENCE NORTH 46°19'58" EAST, 40.55 FEET; THENCE NORTH 43°54'11" WEST, 13.84 FEET; THENCE NORTH 44°51'35" EAST, 15.00 FEET; THENCE SOUTH 43°54'11" EAST, 14.23 FEET; THENCE NORTH 46°19'58" EAST, 6.22 FEET; THENCE NORTH 43°44'47" WEST, 14.39 FEET; THENCE NORTH 44°51'35" EAST, 15.00 FEET; THENCE SOUTH 43°44'47' EAST, 14.77 FEET; THENCE NORTH 46°19'58" EAST, 4.99 FEET; THENCE NORTH 44°21'42" WEST, 14.90 FEET; THENCE NORTH 44°51'35" EAST, 15.00 FEET; THENCE SOUTH 44°21'42" EAST, 15.28 FEET; THENCE NORTH 46°19'58" EAST, 6.10 FEET; THENCE NORTH 43°47'01" WEST, 15.44 FEET; THENCE NORTH 44°51'35" EAST, 15.00 FEET; THENCE SOUTH 43°47'01" EAST, 15.83 FEET; THENCE NORTH 46°19'58" EAST, 4.00 FEET; THENCE NORTH 43°50'37" WEST, 15.93 FEET; THENCE NORTH 44°51'35" EAST, 15.00 FEET; THENCE SOUTH 43°50'37" EAST. 16.32 FEET; THENCE NORTH 46°19'58" EAST, 33.98 FEET; THENCE NORTH 00°59'19" WEST, 56.18 FEET; THENCE SOUTH 89°06'45" WEST, 13.38 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°06'45" EAST, 13.52 FEET; THENCE NORTH 00°59'19" WEST, 5.72 FEET; THENCE SOUTH 89°22'40" WEST, 13.58 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°22'40" EAST, 13.72 FEET; THENCE NORTH 00°59'19" WEST, 2.66 FEET; THENCE SOUTH 88°55'21" WEST, 13.75 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°55'21" EAST, 13.89 FEET; THENCE NORTH 00°59'19" WEST, 8.46 FEET; THENCE SOUTH 88°59'34" WEST, 13.97 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°59'34" EAST, 14.12 FEET; THENCE NORTH 00°59'19" WEST, 1.14 FEET; THENCE SOUTH 89°15'42" WEST, 14.13 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°15'42" EAST, 14.28 FEET; THENCE NORTH 00"59'19" WEST, 29.82 FEET; THENCE SOUTH 89°18'02" WEST, 14.56 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°18'02" EAST, 14.71 FEET; THENCE NORTH 00°59'19" WEST, 4.04 FEET; THENCE SOUTH 89°21'16" WEST, 14.75 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°21'16" EAST, 14.89 FEET; THENCE NORTH 00°59'19" WEST, 5.31 FEET; CONTINUE ON PAGE 9 OF 66 SHEET 8 OF 66 RiBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS NQ. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E EXHIBIT A SKETCH AND LEGAL DESCRIPTION WATER AND SEWER EASEMENTS CONTINUED FROM PAGE 8 OF 66 THENCE SOUTH 89°05'56" WEST, 14.94 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°05'56" EAST, 15.09 FEET; THENCE NORTH 00°59'19" WEST, 4.29 FEET; THENCE SOUTH 88°54'51" WEST, 15.13 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°54'51" EAST, 15.27 FEET; THENCE NORTH 00°59'19" WEST, 26.40 FEET; THENCE SOUTH 89°15'09" WEST, 15.53 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°15'09" EAST, 15.67 FEET; THENCE NORTH 00°59'19" WEST, 5.11 FEET; THENCE SOUTH 89°13'03" WEST, 15.72 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°13'03" EAST, 15.87 FEET; THENCE NORTH 00°59'19" WEST, 5.51 FEET; THENCE SOUTH 89°51'56" WEST, 15.92 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 89°51'56" EAST, 16,07 FEET; THENCE NORTH 00°59'19" WEST, 5.76 FEET; THENCE SOUTH 88°59'29" WEST, 16.12 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°59'29" EAST, 16.27 FEET; THENCE NORTH 00°59'19" WEST, 5.48 FEET; THENCE SOUTH 88°55'23" WEST, 16.32 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°55'23" EAST, 16.46 FEET; THENCE NORTH 00°59'19" WEST, 22.54 FEET; THENCE SOUTH 88°27'd8" WEST, 16.68 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°27'08" EAST, 16.80 FEET; THENCE NORTH 01°48'49" WEST, 7.35 FEET; THENCE SOUTH 88°57'04" WEST, 16.77 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°57'04" EAST, 16.70 FEET; THENCE NORTH 01°48'49" WEST, 4.34 FEET; THENCE SOUTH 88°51'31" WEST, 16.67 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°51'31" EAST, 16.60 FEET; THENCE NORTH 01°48'49" WEST, 8.10 FEET; THENCE SOUTH 88°47'03" WEST, 16.57 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 88°47'03" EAST, 16.49 FEET; THENCE NORTH 01°48'49" WEST, 6.00 FEET; THENCE SOUTH 87°54'28" WEST, 16.47 FEET; THENCE NORTH 01°32'31" WEST, 15.00 FEET; THENCE NORTH 87°54'28" EAST, 16.39 FEET; THENCE NORTH 01°48'49" WEST, 24.39 FEET; THENCE SOUTH 88°21'08" WEST, 16.52 FEET; THENCE NORTH 01°31'05" WEST, 15.00 FEET; THENCE NORTH 88°21'08" EAST, 16.45 FEET; THENCE NORTH 01°48'49" WEST, 4.85 FEET; THENCE SOUTH 88°26'51" WEST, 16.41 FEET; THENCE NORTH 01°33'09" WEST, 15.00 FEET; THENCE NORTH 88°26'51" EAST, 16.34 FEET; THENCE NORTH 01°48'49" WEST, 5.08 FEET; THENCE SOUTH 87°16'22" WEST, 16.32 FEET; THENCE NORTH 01°31'06" WEST, 26.92 FEET; THENCE NORTH 88°03'02" EAST, 16.18 FEET; THENCE NORTH 01°48'49" WEST, 15.15 FEET; THENCE SOUTH 88°22'57" WEST, 16.10 FEET; THENCE NORTH 01°31'05" WEST, 15.00 FEET; THENCE NORTH 88°22'57" EAST, 16.02 FEET; THENCE NORTH 01°48'49" WEST, 25.67 FEET; THENCE SOUTH 87°25'53" WEST, 17.06 FEET; THENCE NORTH 05°48'23" WEST, 15.02 FEET; THENCE NORTH 87°25'53" EAST, 17.82 FEET; THENCE NORTH 05°38'33" WEST, 8,45 FEET; THENCE SOUTH 81°14'27" WEST, 17.84 FEET; THENCE NORTH 05°48'23" WEST, 15.02 FEET; THENCE NORTH 81°14'27" EAST, 17.88 FEET; THENCE NORTH 05°38'33" WEST, 4.77 FEET; THENCE SOUTH 82°01'06" WEST, 17.88 FEET; THENCE NORTH 05°48'23 WEST, 15.01 FEET; THENCE NORTH 82°01'06" EAST, 17.93 FEET; THENCE NORTH 05°38'33" WEST, 7.62 FEET; THENCE SOUTH 81°18'12" WEST, 17.96 FEET; THENCE NORTH 05°48'23" WEST, 15.02 FEET; THENCE NORTH 81°18'12" EAST, 18.00 FEET; THENCE NORTH 05°38'33" WEST, 4.26 FEET; THENCE SOUTH 81°58'03" WEST, 18.01 FEET; THENCE NORTH 05°46'30" WEST, 15.01 FEET; THENCE NORTH 81°58'03" EAST, 18.05 FEET; THENCE NORTH 05°38'33" WEST, 22.76 FEET; THENCE SOUTH 81°04'49" WEST, 18.06 FEET; THENCE NORTH 05°48'23" WEST, 15.02 FEET; THENCE NORTH 81°04'49" EAST, 18.11 FEET; THENCE NORTH 05°38'33" WEST, 9.12 FEET; THENCE SOUTH 82°14'59" WEST, 18.09 FEET; THENCE NORTH 05°55'06" WEST, 15.01 FEET; THENCE NORTH 82°14'59" EAST, 18.16 FEET; THENCE NORTH 05°38'33" WEST, 4.85 FEET; THENCE SOUTH 80°50'18" WEST, 18.20 FEET; THENCE NORTH 05°48'23" WEST, 15.03 FEET; THENCE NORTH 80°50'18" EAST, 18.24 FEET; THENCE NORTH 05°38'33" WEST, 6.55 FEET; THENCE SOUTH 82°23'08" WEST, 18.23 FEET; THENCE NORTH 05°48'23" WEST, 15.01 FEET; THENCE NORTH 82°23'08" EAST, 18.28 FEET; THENCE NORTH 05°38'33" WEST, 62.40 FEET; THENCE SOUTH 58°29'25" WEST, 42.83 FEET; THENCE NORTH 24'38'32" WEST, 31.03 FEET; THENCE NORTH 59°03'42" EAST, 15.09 FEET; THENCE SOUTH 24°38'32" EAST, 15.77 FEET; THENCE NORTH 58°29'25" EAST, 12.30 FEET; THENCE NORTH 28°00'21" WEST, 15.57 FEET; THENCE NORTH 59°03'42" EAST, 26.70 FEET; THENCE SOUTH 46°02'35" EAST, 11.99 FEET; THENCE NORTH 27°59'31" WEST, 11.59 FEET; THENCE NORTH 59°03'42" EAST, 15.02 FEET; THENCE SOUTH 27°59'31" EAST, 16.48 FEET; THENCE NORTH 6213'56" EAST, 8.86 FEET; THENCE NORTH 19°13'44" WEST, 17.36 FEET; THENCE NORTH 59°03'42" EAST, 15.32 FEET; THENCE SOUTH 19°10'36" EAST, 24.21 FEET; THENCE SOUTH 02°24'08" EAST, 10.11 FEET; THENCE SOUTH 6213'56" WEST, 33.09 FEET; THENCE SOUTH 05°38'33" EAST, 262.70 FEET; THENCE SOUTH 01°48'49" EAST, 245.60 FEET; THENCE SOUTH 00°59'19" EAST, 418.38 FEET; THENCE SOUTH 46°19'58" WEST, 171.69 FEET; THENCE SOUTH 48°50'55" EAST, 23.81 FEET; THENCE SOUTH 41°09'05" WEST, 15.00 FEET; THENCE NORTH 48°50'55" WEST, 28.67 FEET; THENCE SOUTH 83°16'35" WEST, 89.35 FEET; THENCE SOUTH 02°32'21" EAST, 11.70 FEET; THENCE SOUTH 55°11'12" EAST, 92.23 FEET; THENCE SOUTH 34°48'48" WEST, 11.31 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA AND CONTAINING 27,976 SQUARE FEET (0.64 ACRE), MORE OR LESS. SHEET 9 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9318 LICENSED BUSINESS No. LB 5004 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT LEGEND: P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT FIRE HYDRANT (W.S. 4.5) GATE VALVE (W.S. 1.0) (W.S.) WATER SERVICE LINE FLUSHING VALVE (PER WS 1.61 TYP) REDUCER TEE, CROSS BENDS (90°, 45°, 22 1/2°, 11 1/4°) TAPPING SLEEVE 8 TAPPING VALVE PLUG (WATER) WATER EASEMENT NW 143rd SII T 1 z SHEET 10 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9310 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 250 0 125 250 (IN FEET) 1 inch = 250ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 12 OF 66 \ N88'09'03"E 12.00' POC NE 1/4, SE CORNER SECTION 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST \ A y I\ S02'03'42"E 9.89' \ N '03 0__► POB♦ 21.0' S88'09'03"W I ✓^14.61' N85'44'42"W 8.28' _ L NW 17th AVENUE SHEET 11 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 156th STREET MIAMI LAKES, FL 33014 PH. (305) 623-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E MATCH LINE SEE PAGE 11 OF 66 SKETCH AND LEGAL DESCRIPTION WATER EASEMENT r S02'252727"E 527"' J_, 62.75' CD u- 0 w a. 2-2 w w z U SHEET 12 OF 66 RiBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 ON FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E ROBfiYNfi SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 14 OF 66 BLOCK• 9 \ / \ / N48'07'41"W / 5.64' ` / \/.' •1c^ S48'07'41 "E ;eoy/pp 4.96' GD%N�: / \ 54 62 yj / / \ \ 8.�4/9' / ! / \ \ ` �^ // / \ \ Sry• „ / / , / \ \ / ti�/O,' N47'00'28"W / \� \ `S47'00'28"E_'� �ry ♦ / 5.07' O \ \ 4.63. /% //� // \ N43'45'03"W // / / N \ 5.00', \ .'4/ 0/1� / W\ / '6/' p./moo, / a \ `\ / // /// // N20'18 cn 7 "W2' /`�.e`�O ' / // / / W 569'41'20"W c�0/`,9 � / / Z 12.00' ♦ // = - S2018'40"E \ / / 0 8.15' . / i / Q 564.25'59"W ` S43'45'03"E / x3.16' / 5.24' / 564'09'53"W S45'05'37"W / 2.96' �i 10.08' i -54:% S66'39'19"W 2.65' / 10.77', 2-''9 N67'49 39 E Ck r / n N �I / / / MATCH LINE SEE PAGE 12 OF 66 SHEET 13 OF 66 AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCAT .P1 20 0 10 (IN FEET) 1 inch = 20 ft, 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 15 OF 66 S02'02'42"W 12.00' BLOCK 8 S87'57'18"E 1- 7,18' p Q, S88'52'51"W � 5.49' SO1'07'09"E 12.00' N88'52'51 "E��.► 5.62' S8817'52"W 5.42' SO1'42'08"E� 12.00' N88'17'52"E 5.43' S77'13'39"W 6.57' 1 N7713'39"E 4.24' MATCH LINE SEE PAGE 13 OF 66 1 r, S01'46'04"E 8.26' NW 17th PATH SHEET 14 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 572.3 NW 158th STREET MWAII IAKES, FL 33014 PH. (305) 823-0316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 16 OF 66 BLOCK 7 S88'21'01 "W 5.48' 2ro O to N88'21'01 "E_ 5.45' _ 1 — 588.09'20"W 5,34' 0 cr,L1 N88'09'20"E_/ j. 5.27' b, N8T57'18"W 6.41' MATCH LINE SEE PAGE 14 OF 66 SHEET 15 OF 66 RiBYNp AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MNA71 LAKES, Fl. 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN F'EE'T) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 17 OF 66 W 0 0 r 0 S88'33'20"W 5.34' W BLOCK 6 N88'33'20"E 5.38' SO1'29'42"E_- 10.96' 588'43'36"W 5.31' �u N'I�fN ri O, `/ tnL N88'43'36"E] r I /1 5.35' 1.4 %� S84'29'10"W 5.85' MATCH LINE SEE PAGE 15 OF 66 SHEET 16 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH, (305) 823-9316 UCENSEO BUSINESS No. LB 5004 GRAPHIC SCAT,F, 20 0 10 (IN FEET) 1 inch = 20 ft 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E 0 L -4—, Z N88'31 '30"E 1 5.39' SKETCH AND LEGAL DESCRIPTION WATER EASEMENT S88'31 30"W 5.36' BLOCK 5 SO1 28'30"E 12.00' I 1/ SO1'37'55"E L. 8.31' S881 7'52"W 5.41' SO1'42'08"E — -- 12.00' N88'17'52"E 5.40' MATCH LINE SEE PAGE 16 OF 66 i SHEET 17 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 623-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCAT.F 20 0 10 (IN FEET) 1 inch = 20 It. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 19 OF 66 589'36' 34'W 1.72' 0 0 N89'36'34"E 2.40' .1 — BLOCK 4 N86'31'28"E 3.49' NO3'28'32"W 12.00'L� NO3'37'24"W 8.17' N89'31'27"E 3.87'1:ej or° Co o• -CoryI- S89'31'27"WJ 4.53' N87'43'26"E 6.65' MATCH LINE SEE PAGE 17 OF 66 z z 0 N Z S86'31'28"W 3.52' 1 S87'43'26"W 6.72' SHEET 18 OF 66 Iii@BAYNEI AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 20 OF 66 S03'37'24"E 14.54' 58412'01"W 5.47' r S05'47'59"E�� C — 12.00' 5.01' r S08'23'14"E 12.00' — 1 — BLOCK N84'12'01 "E 3 N81.36. 46"E 3.82'( 584'07'32"W 3.06' 1 _ 505'52'28"E- 12.00'1\ N84'07'32"E 2.59' MATCH LINE SEE PAGE 18 OF 66 503'37'24"E 8.47' 581'36'46"W 4.82' I NW 17th PATH SHEET 19 OF 66 RiBYNp AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT BLOCK �—'—'1 S84'16'21"W ! I 6.35' Wr . �NI•O —1- loir N84'16'21 "E 6.27' 2 - S84'S2'47'W .8I 6.10' 'o o --r�- 0/ N84'52'47"EJ x,11 6.18' �nl_ S85'42'02"W 6.61' 60417'58”E 12.00'—\ N85'42'02"E 6.72' MATCH LINE SEE PAGE '19 OF 66 )' NW 17th PATH SHEET 20 OF 66 RBYNp AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 572.3 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft, JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E \ SKETCH AND LEGAL DESCRIPTION WATER EASEMENT \ BLOCK S58'05'06"W 12.00. S32'09'58"E 7.42' S64'18'07"W 11.41' S25'41'53"E1 \ 12.00' S58'05'06"W 12.00' S32'16'05"E 9.08' N32'09'58"W 8.73' S64'18'07"W 2.85' 531'09'08"E 9.71' N32'16'05"W 9.42' CV N i \ j N31'09'08"W 10.05' \• S59'41'48"W 9.17' i N30'18'12"W r12.00' / S59'41'48"W E/ 8.13' y / �g MATCH LINE SEE PAGE 20 OF 66 SHEET 21 OF 66 ROBpVNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 23 OF 66 IS01'30'52"E 7.75' _ S88'29'08"W 12.00' N88'00'52"E 91.76' 109 N01'30'52"W 7.61' _ S. 01'01'33"E 11.94' 887'50'21"W 19.53' 108 II 11 BLOCK, 10 N87'46'00"W 2.39' I S60'59'39"W 12.00' S29'00'21"E 8.21' 1 S88'58'27"W -1--- - 12.00' N01'01'33"W I _ 11.74' r 1 S66'36'50"W 12.06' ...-- 888'00.52"W_--- .70' N88'00'52"E 6.27' N66'36'S0"E 7.16' w ro MATCH LINE SEE PAGE 31 OF 66 1 N29'00'21 "W 9.39' J \_N80'42'24"E 12.00' L. NE SEE PAGE 13 OF 66 U Q SHEET 22 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI WOES, FL 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. 19 5004 20 GRAPHIC SCALE 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT co 0 w a w w rn w Z J F- 2 S03'08' 41"E 5.34' N01'04'24"W rir6.27' S8 0' 21-"E 23.52' _ BLOCK 11 S03'28'12"E 5.37' S86'5i'19"W NO3'08'41 "W 12.��'1�5.54' 1375dLI'W 1 -t- S88'311' 48"W 1 '50'2"1"E 5.194' 503'29'35"E- 7.35' 5827813"`N wr -725,,55 35.71' S01'42'24"E 5.59' NO3'28'12"W 5.65' SO4'18' 48'E 21.71' S8817'36"W 12.00' N01'42'24"N 5.50' S87'50'21'2.0 `J N85'41'12"E___--1 12.00' co co LL 0 CV CV w 0 a w w w J 1 SHEET 23 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI WES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 40 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT TOR TUB LEGEND: O= SANITARY SEWER MANHOLE MATCH LINE SEE PAGE 25 OF 66 I I I I I I I I I I I I 1 1 II I I I 1 BLOCK 121 I 11 I 1 1 11 I 1 1 1 1 ' 1 I 1 NO2'19'47"W 888'55'36"W 1 5.0 12.i I 0' 587'40'13"W i S01'04'24"E 1 1 12.00' S0311'42"E 6.56' 802'19'47"E — 4.84' i —N031_ 1 5.23' 1 1 4.95' 1'42"W I— i S03'44 35"E NO3.44'35"W 5.70' 5861'25"W 5.54' r 1 1�0' 95�� n J S85'2N'32"W_ _; 9. N85'28'_ 0.65 N66'S8'.4N"E NW 143rd TERRACE _17_5 ' 41 --- - V7 -11 CO CD 0 CV w a w w w z J 2 F-- 2 SHEET 24 OF 66 RBWI'Nfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET NMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (1N FEET) 1inch =20 ft JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 26 OF 66 TDB S83 32'23"W 12.00' NO6'27'37"W -1 8.68' S69. kd 3'06"E SO6'27'37"E 8.21' TDB SO8'48'54"W 9.43' -- —r N20'01'20"W 10.32' S20'01'20"E 7.13' -- 1- N81'1 '06,, TDB II N08'48'54"E 6.28' 584'05'25"W -9.50' _ NO3'26'34"W S86'33'26"W 5.69 S03'26'34"E 6.21' 0 N W Q W W fn W Z J 2 H 2 SHEET 25 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT CCI IL 0 w 0 0 w w fn w Z J 2 S03'16'13"E 5.88' S87'39'25 W_ _ T 3.28' BLOCK 14 I I II I I I I S02'04'33"E —I — 6.04' NO3'16' 13"W S86'41' 47"W / 6.07' 1'2.0'' I 5" I I I ( I 1 I I -1-- S87'5A'27"W 12.p ' 586'45'56"W 8.93' NO2'04'33"W 5.91' S86'32'153"W r .go' NO3'27'07"W 5.87' 5„_ _ —49 73'• S0327' 07"E 5.83' MATCH LINE SEE PAGE 25 OF 66 SHEET 26 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT T03 CD 0 CO W LLI W 0) W Z J H S03'16'13"E 6.02' 387•24'21"W 4.51' T/ TUB S86•4$ 47"W 11/.00V N87'18'24"E 18.85' BLOCK S02'04'33"E 5.53' NO3'16'13"W ___ 6.16' A '2T_'W S8T57 2� -'3' Tom. TUB S87_95'27"W 121.00'1 S02'04'33"E 5.54' S8T57'26"W ---{ 8.01' S86_4'12"W NO3'12'48"W 0' /5.76' S87'57 26 'W .36' - S03'12'48"E 5.52' MATCH LINE SEE PAGE 26 OF 66 SHEET 27 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCAT .F, 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT I LIP MATCH LINE SEE PAGE 29 OF 66 ► I I I 1 i 1 B', LOCK 16 ► I 1 ► 1 1 ► I N00'04'31 "E ► ► 6.24' ► ► S02'04'33"E ► I ► 6.03' i ► 803'16'13"E S87'55'27"W 6.43' ► � 12.00' .�_ ► — 1 -NO2'04'33"W — ---1.- NO3'05'S0"W 6.02' 5.84' 886'4'47"W NO3'16'13"W SO3'05'50"E 886'5i1-'10"W 121)0':V 6.54' 5.65' -----...r 1j►0' _-. _ S87'18' 24"W 44 : 4' -- NW 143rd TERRACE M S87'51'08"W 0.71' L N87'55'27"Ej N87'55'27"E:/_ —I 12.00'_ ►-- 12.00' I I ► N87'55'27"E 12.00' MATCH LINE SEE PAGE 27 OF 66 SHEET 28 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 159th STREET MIAMI LAKES. FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. L8 5004 GRAPHIC SCAT,F 20 0 10 40 (IN FEET) 1inch =20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 30 OF 66 S03'06'32"E -- 5.36' TOR 1 S86'53' 28"W TUB I I I I I I BLOCK 17 503'01'02"E 5.76' NO3'06'32"W 5.55' 1 II 586'58'58"W 7" _ _116.85' _ S87'47'57"W_ 8.04' TOD N89'55'29"W 12.00' I SOO'04'31 "W_i NO3-01'02"yy 6.71' 5.93' — NO3'01'02"W 5.66' S86'58'58"W .I00' i rY n LS87 47'57"t -S03'01'02"E 5.49' MATCH LINE SEE PAGE 28 OF 66 SHEET 29 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI WOES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft, JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT / / / / /1----------___ / ` �/ �\ / i / // / / / BLOCK 1 // / / //, \ , / S86'46/09"W \/ I\l / wr.- / \. in , S15'22'23"W \ 1,1�,ev 4.47' N74• , r a0 0 �/ 7-"-;37•• oar w v1 . 19�'W �?'�O.i7� S63'11' 5' . �I NN. 11'1.9�E� 39.09' $311'19"W 3.2' SQk'47'36"E / T2.100' 1 // / N15'22'23"E 5.06' S15'38'02"W 5.35' / / / / // / i / / / i� N�-4158 72. 0 • W N15'38'02"E -..'----5.68' / N75-78,47 47's7 —W r\ `/ / \-,_-._ i% ' � / MATCH LINE SEE PAGE 38 OF 66 / / i MATCH LINE SEE PAGE 29 OF 66 SHEET 30 OF 66 RiliBAYNEI AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 22 OF 66 <D LL 0 cy) Cy) LLI CD n. w w w J 0 Q J it 1 / // I B 'OCK 2� I' //' 1 I NO3'45'22"W / / / / 6.44' / / 803'45' 22 E _ ---I ��� / (<//// / 6.20' y�� g� �, / / aG✓ / S87 -04'46"W ...../ N00'25'10'W TOB m N8 4' .01' %/ //5.15' N00'42'58'W 5.59' N89'59'46'W 22.11' 21.96' N8833'56"W11 3.44" VTI / / /DMII S88'3,3'S69 22.99' S88'51' 5_'W 41 X � o 0 I N N 0 0 I � 0 SIN N88'51)45 E+ 2,1 25.47' N89'17'02"E_� 12.00' NO1'50'09"W =-Ton — 8.79' N00'S0'34"W 6.54' 88_09.51"W e 20.52' TOB TOB — SHEET 31 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. 1.0 5004 GRAPHIC SCALE 20 0 10 40 (IN ) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT VI I IS02'19' 47"E 6.43' —1 — �87'4k/03°g1 12.6F 1 1 II I ► BLOCK #25 I I I I NO2'19'47"W 6.44' --r- 90219'47"E 585'40'13"W 5.96' I— 2.0 M 1 NO2'19'47"W 5.96' 1 S02'19'47"E 587'40'13"l 6.31'g- 00' I N87'41'0" "Ei — ---56-48 MATCH LINE SEE PAGE 31 OF 66 SHEET 32 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET M41MI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT 1 MATCH LINE SEE PAGE 34 OF 66 1 1 S0219'47"E 6.72' li it —1 — S8T4''13'W j 8 41�3`1 12.00( -1- BLOCK #30 ► ► BLOCK #24 NO2'19'47"W 6.72' — S02'19'47"E 6.68' 58740'13"W .00' L6'. 1200' 1 1 NO2'19'47"W 6.68' S02'19'47"E S87'40' 13"W 6.29'1 ..00' N87 —34.13' — N87'41'03"E 12.00' N0219'47"W 6.29' S87'41'03"W J CID 1 0 N c� w 0 0 w w w Z J 0 h 2 SHEET 33 OF 66 ROBpYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LANES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. 1.13 5004 GRAPHIC SCALE 20 0 10 40 (01 FEET) 1 inch = 20 it JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT 1 I i LL 0 M W Q 0 W W cr W Z -J T H 2 IS02'19'47"E 7.49' S87 -41:r 36. BLOCK #23 I I II 887'40'13"X NO2'19'47"W 2.00 1 7.49' zaki443:4 12.40' 502'19'47"E 6.88' BLOCK #31 I I 1 I 1 S05'17'53"E 502'19'47"E 7.01'\ 6.30' NO2'19'47"W 6.88' 583'40'13"W 587_40'13"W S84'42' 07"W 12.00' 1 NO2'19'47"W 7.01' 12.0;0' 87' 12.00' 1 NW 142nd LANE 'al -- 0 (n 12.00' _____ 1_ i \ 7i 1 i 1 j I 1 I co LL 0 m 10 W 0 a. c W Z J 0 F- 2 SHEET 34 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAI(ES. FL 33014 PH. (305) 82.3-9316 UCENSEO BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN A'8:la) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 36 OF 66 ', BLOCK #22 1 1 1 1 1 I 1 i 887'40'13"W I 12.00' 1 I I 802'19'47"E 880'44'07"W 1 I 6.48' 12.00' S0219' 47"E _ 11.12' S0219'47"E S8440'13"W \ rS8T 3 "W-- -- 0+ 12.27' r 2.0+ , NO2'19'47"W I //1,4 11.51' N09'15'S3' W [6.98' S84'02'23"W ; J 23 I N85'03'15"E 12.00' It I .� ■ 311 12.80' 12.00' _A--- — BLOCK #32 N0219'47"W 10.68' MATCH LINE SEE PAGE 34 OF 66 SHEET 35 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 572.3 NW 155th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. L9 5004 GRAPHIC SCAT,F zo 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 37 OF 66 S89'14'39"E 13.40' S8914'39"E 1.18' • S11.0g—: 03' 12.00', N85'03'15"E 12.00' SO4'56'45"E—" 25.47' BLOCK #21 5 6.58,2:'14 O cp \_—N7815'36"E I 12.00' E3LOCK '#33 N76'05'51 "E —\ 12.00' 509'15'53"E 6.71' I 580.05'22"\N 14 O Ul TCH LINE SEE PAGE 35 OF 66 I SHEET 36 OF 66 RiBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FI. 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) I inch = 20 ft JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT co LL 0 co w 0 w w Cr) w Z 1 0 a 2 / 517'12'26"W 4.73' S21'43'04"W w � 6.77'�N68'ss`r! "2�i • 572'56'54"E 8.01' S67'50'32"E' 12.00' / / / / / i S8914'39"E 7.48' 1 6LOCK 20 1 N72•47'34"W F12.00' N21'43'04"E ' N17'12'26"E I 1 x1.19' 500'29'56"E 4.02' 1 I S89'30'04"W 127'1 N N00'29'56"W 4.28' 501'49'38"W 4.59' N89_14'39"W .54% 1 N89'14'32"* �m 7.04' o c‘i o� iN-i (gc4 Z1 N I-' E39^50' "_g 12.00' i -BLOCK 1 ` 5891 12 00' co co LL 0 w Q fl w w 0) w Z J 0 SHEET 37 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI WOES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION WATER EASEMENT MATCH LINE SEE PAGE 30 OF 66 1y .. Y / w / : "' o 0 rri 1n n S86'48'46"W / 2.58' SO2'21'33"E 12.00' — — / S87'14'58"W 1.79' S02'24'05"E 12.00' RiBYNfi / / //r / / / / \ N86'48' 46"E / / / 12.61' / / / , BLOCK 19 // / / / / / / S21'44'35"W� / / \ / / 5.34' / 24\� n 6875! • 0" / 2S,. \N21'44'35'E 20 5.46' S21'44'35"W� 15.14' 567' 1 /\ / .---- 'Y .' . . ,/ g 0 0� j 0 /;v �N87'14'58" E % �G'ry � ry /N \ 13.53' \/ � ��3 *PI SHEET 38 OF 66 / / MATCH LINE SEE PAGE 37 OF 66 AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 1561h STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT jI Lij_J Li ON NE1 4, g T1. CORNER 701111151414 52 SOUTH. 41 FASt SHEET 39 OF 66 51111BAYNIii AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW I58th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 250 0 125 250 11 ME 1.1111i (IN FEET) 1 inch = 250 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT J 77 S34'48' 48"W 11.31' P0B S88'09'57"W 6.18' \W 143rd STREET S88'09'51 "W 158.36' S88'09'03"W 35.00' POCr NE 1 /4, SE CORNER I SEC11ON 22, TOWNSHIP 52 SOUTH, RANGE 41 EAST SHEET 40 OF 66 ROBGYNfi AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW I58th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. L8 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE N86'40'05"E 10.92' I N86'40'05"E 35.46' 15.03' N82'36' 42"E GE 50 OF 66 w w G7 w J 0 I I i L BLOCK 10 N83'16'35"E 6.22' 33.42' N82'36' 42"E 11,/,//". / / N83'16'35"E I' 11.04' LI 15.02' N82'36'42"E N83 -16'35"E 30.88' 15.00' I N82'36' 42"E / / // / / . / / '.// 583'16'35"`N 89.35' Ain 1 12h 77 8 7 GE58OF66 n. w w co w J U S88'09'51 "W_ 158.36' S34'48'48"W 11.31'— FS88'09'57"W I 6.18' P 06 SHEET 41 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MLWI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE co co 0 co w Q w w w Z J 2 H BLOCK 26 i / , iN.87;'Sf9'29 E 239. i s / / / S87'59'23"W 257.63' i I I I BLOCK #28 I I • S02'36'01 "E 5.00' S02'36'01 "E 1.03' 0 O Z S87'23'59"W 15.00' MATCH LINE SEE PAGE 41 OF 66 / / / / S02'36'01"E 7.80' N86'58'20"E 6.73' S01'50'09"E 15.00' S86'58'20"W N 6.53' N86'55'49"E-- — 6.47' S01'50'09"E 15.00' U S86'55'49"W 6.27' O J -� N86'53'42"E 6.25' SO1'50'09"E 15.00' — S86'53'42"W — — 6.05' SHEET 42 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. 111 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E CO CD 0 w 0 w w 0) w Z J S 1 — SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT 1 1 1 1 N87'59'29"E 25.62' 1 15.00' 1N 87'37' 35"E / / iV / A J CV o,:ut, m p/ c4/C1 N 4Vi p `/ / / / / - j / /...,7-....-} /-„/-/-7..--7-7.77.-7--• • / /_/: // �!' / / // // �/ i / / / /: �/ i/ S87'59'29"W MATCH LINE SEE PAGE 50 OF 66 1 1 BLOCK #25 '1\187'59'29"E 5.99' I N87'59'29"E 1 7.00' • / 15.00' N 87'37' 35"E / II ;arr ' M • to 1 15.00' N 87'37' 35"E min BLOCK X29 N87'59'29"E 11.70' 15.00' ti157.37' 35"E / :/ ! .1V$T5.9/'29" ' 149'..3.5'/....', / / /__Z„.„,/, - ,z:- Z T L .1 j` --7/--,-z7-777-/-/-7-. ' / f/ / j /• / /: / , y/ 7 / / 1257.63' 1 1 1 1 1 1 00 N U 0 J CO CO CO LL 0 CV w w w 0) w Z J 0 SHEET 43 OF 66 RBVNW AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (DI FEET) 1 inch = 20 ft.. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 52 OF 66 co co CO LL 0 10 w 13 w w w z H 2 I I 1 1 ' 1 1 i 1 1 i I 1I N87'59'29"E 6.50' 1 15.00' N87'37'35"E 1 S02'13'12"E I NO2'03'31 "WI 1.16' 02'13'12"E I 0.84' 1.01' _NO2'13'12"W NO2'03'39"W I S87'59'29"W 1.22' 'NO2'13'12"W 0.96' 4.70' 1 1.11' i 1 SOTO3'39"E 587'59'29"W S8759'29"W S87"59'29"W I 5.00' 7.99' 1 0.87' 1 5.00' I 1 I I 1 BLOCKI #36 11 1 1 1 1 I i 1 1 I I ' 1 1 1 1 1 1 BLOCK #24 N 87'59' 29"E 5.00' 15.00' N 87'37' 35"E N87'59'29"E 4.00' 1 15.00' N8737'35"E 1 N87'59'29"E 5.00' 1 15.00' 1 N87'37'35"E 1 15.00' I N 8T37' 35" E , / 77 7 3'7'35r:W / 7 / 15.,00 587'5929"W1 57.63 S02'03'31 "E 0.74' co co LL 0 c^> 0 w a_ w w w z 2 2 SHEET 44 OF 66 iBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 53 OF 66 LEGEND: CO CO LL CO w a w C/) w Z J H N85'59'29"E 5.31' N85'59'29"E N85'59'29"E i 5.70' 26.47' I 15.01' N87'37'35"E 87 7 15.01' S03'51'24"E 0.85' NO3'51'24"W 0.42' S85'59'29" W 88.84' BLOCK #23 1 15.01 N 87'37' 35"E 15.00' NO3'50'34"W 0.99' S85'59' 29"W 4.99' N85'59'29"E 3.81' 8737 35 W 15.01' 11 N87'59'29"E 5.10' 15.00' I N 87'37' 35"E N 03'59' 13"W 1.55' S85'59'29"W 4.61' S03'50'34"E I 1.42' BLOCK #31 15.00' S01'56'57"E 2.25' N 01'56'57"W 2.15' S03'59'13"E 1.98' II 15.01' 11\185'45'16"E 24:43' w a0 = SANITARY SEWER MANHOLE Ntf) N `1 O t n N 25.80' N87'59'29"E Sp7'5211 W 15.00' S02'13'12"E 1.29' N 02'13'12"W 1.32' / CO CO w 0 cn 0 w w w z J 2 SHEET 45 OF 66 ReBAYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. 1.111 5004 GRAPHIC SCALE 20 0 10 (TN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 54 OF 66 C.0 CO LL 0 ti w 0 a w w 0) w z S H 1 N 85'59' 24"E 7.19' N85'59'29"E 23.46' II 15.01' N = 7'37'35"E 54'39 52 15.00' N04'06' 14" W 1.10' S85'59'29"W 7.93' 11 N85'59'29"E 3.40' I 15.01' N87'37'35"E i I BLOCK #22 N85'59'29"E 7.09' 1 15.01' N 87'37' 35"E 'N85'59'29"E 6.48' I 15.01' 87'37'35"E I S03'51'24"E I NO3'51'24"W 1 0.30' 1 0.64' I I S85'59'29"W 1 I 4.79' 11 1 SO4'06' 14"E I I 0.75' 1 I 1 BLOCK #32 I I 15.01' N 87'37' 35"E S85'59'29"W i 88.84' 1,11 M O N o� N ,IAS'59_23F 1 GE 45 OF 66 a w w w z z U SHEET 46 OF 66 RBVNp AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (1N PEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 55 OF 66 LEGEND: (� 1 = SANITARY SEWER MANHOLE BLOCK #21 PAGE 48 OF 66 J 2 U Q 576'29'28"W 5.99' S76'29'28"W 8.09' 580'39' S2 15.04' ' N13'29'56"W 3.29' S02'05'01 "E 2.72' t1 II S76'29'28"W 3.16' 976'29'28"W 5.70' 580'39' 52' 15.04' '. N13'26'01 "W 4.82' S13'29'56"E 4.39' '2 580.39 542 W 15.0 N 13'33' 48"W 6.33' S13'26'01 "E 5.92' 80'39 52 15.04' S85'59'29"W 7.93' N 85'59'29"E 23.46' 984-39'52"W 15.00' 76'29' 28 27.36 S13'29'42"E \8.75' N 03'56' 43"W 1.43' N13'29'42"W 7.66' S13'33'48"E t 7.43' li BLOCK #33 1 i I S03'56' 43"E 1.29' 1 GE46OF66 SHEET 47 OF 66 ROBfiYNp AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE co co LL 0 rn w C'3 a w w w z J Q 2 _S69'01'07"E 48.26' NO9'20'29"W /4.48' _N69'01'07"W 18.05' S09'20'29"E_ 5.18' / N 88'55'02"W 4.74; N00'21'1 S"W_ 5.75' MATCH LINE SEE PAGE 56 OF 66 S88'55'02"E 15.63' 1 BLOCK 20 { S88'55'02"E 12.45' N76'29'28"E 112.27' 15.59' III N87'36' 42" co.'co LA LA 19.20' j S88'55'02"E / / r4.� '� / d / i• N'88'S5'02"W .I /by _(�} ..� � / ;• • T • o 9'3p 38. 15,24 / ;cam n 15 w038 N00'24'24"E / 1g. P95 0 38 w9.30' ' N88'55'02"W / 24 N88'55'02"W 13.85' 76.48' / 500'21'15"E / 8.25' / / / / / /' BLOCK 34 ,/ / N88'55'02"W 3.84' 1 , 0.39'52 15.12 NO2'05'01 "W 3.61' 1 MATCH LINE SEE PAGE 47 OF 66 li SHEET 48 OF 66 iii@BAYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSE!) BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft JOB No, 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 5, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE 0 N' 69.0 19'86 N21'13'16"E 0.51' S6 -73.23J MATCH LINE SEE PAGE 57 OF 66 / / / / / / S2113'16"W 0.90' N69'01'07"W 6.21' N2216'21 "E 1.07' / S69'01'07"E 16,32' S22'16'21 "W 1.46' / N69'01'07"W j 8.09' N21'03'27"E/ 1.68' / / / BLOCK 19 // / S69'01' 07"E 9.64' 2 31„f 21'03'27"W 2.07' N69'01'07"W / 3.05' /. N2111'58"E 2.15' BLOCK 35 521 '11'58"W 2.55' % N69'04'35"W 5.48' / N20'55'25"E 2.70' % S20'55'25"W 3.09' / / / / / 9 MATCH LINE SEE PAGE 48 OF 66 SHEET 49 OF 66 51111BAYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, F. 33014 PH. (305) 823-9316 LICENSED BUSINESS No. L8 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT EiLOCK 1 1 m LL 0 w a. w w w Z J U 12.00' N87'11' 48"E NO2'55'24"W 2.10' N86'40'05"E 11.49' 29.36'l N87'36' 4/"E 8736'42"W I 15.00' S02'55'24"E 2.35' S86'40'05"W 3.00' 1 ' NO3'19'55"W 2.40' S03'00'36"Ej 2.65' I S86'40'05"W 8.78' MATCH LINE SEE PAGE 43 OF 66 N86 '40'05"E 11.06' 30.12 N87'36' 4&"E / / N86'40'05"E 35.46' N00'22'03"W 2.79' S00'22'03"EJ 3.04' S86'40'05"W 3.86' 87'3042":W/.'././ / 4,5".1 - / /1/2 NO2'41'28"W 3.10' S02'41'28"d 3.35' BLOCK 26 SO3'43'19"E 3.69' NO3'43'19"W 3.44' S86'40' 05"W 5.54' CO CO O NE SEE PAGE 4 SHEET 50 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. L8 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE BL ?CK 12 CO co u - to GV w 0 0 w fn w .1 U N8 '02' 50"E 27.34' 12.00' 87'36'42"E N 86'40'05"E 8.00' 12.00' 87'36'42"E 3 / 0-5°, c) z N86 -40'05"E ^7.29' 12.00' N87'36'42"E w 6 N86'40'05"E 6.62' 12.00' 87'36'42"E cV .L CD, c'4 ' S86'05' 48"W 360.13' N86'40'05"E 9.63' N86'40'05"E 25.59' BLOCK #25 I MATCH LINE SEE PAGE 43 OF 66 12.00' 87'36'42'E �m Li? O / N r' / O m 0 LL O w U a - w w fn w Z -J 2 SHEET 51 OF 66 R@BVNfi AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCEN5E0 BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE 1 BLOCK 13 I I 1 1 1NE SEE PAGE 53 OF 66 S 1 - N 85'42'58"E 27.23' 15.00' I N87'36' 42"E I � 1 ,I_N85'42'58"E 1 7.74' 29.512' N8716411"E N 85'42' 58"E 8.20' 15.00' N87'36' 42"E S86'05' 48''W 360.13' N86'02'50"E 27.34' N85'42'58"E 5.31' I 15.00' 1 N87'36'42"E BLOCK #24 MATCH LINE SEE PAGE 44 OF 66 co L. 0 w C7 w w 0D w z U z SHEET 52 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES. FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. 10 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE N 87'41 '28"E 26.83' I N87'41'28"E I 5.13' IN87 -36'42"E 15.00' S87'41'28"W 150.�T 1 N85'42'58"E 4.78' 15.00' N87'36' 42"E 586::05,'48"W 360.13' BLOCK #23 MATCH LINE SEE PAGE 45 OF 66 N 85'42'58"E 27.23' c.0 c0 u_ 0 CV L(7 W 0 LL1 LU fn Lu Z .! 0 SHEET 53 OF 66 ROBfiYNG AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT E SEE PAGE 55 OF 66 J 0 2 1 1 1 11 N87'41 '28"E 25.46' 15.00' 87'36'42"E S02'22'25"E 1.28' S87'37'35"W 15.00' BLOCK 1 5 N87'41'28"E ► 14.29' 1 28.31' N871'36' 42"E / N87'41'28"E 3.62' 1 15.00' N 87'36' 42"E S87'41'28"W 150708"- ---------1 I 1 N87'41'28"E 1 26.83' N 87'41'28"E 6.07' 1 15.00' I N87'36'42"E /. / w lo 1, / IP ui 0 00 BLOCK #22 MATCH LINE SEE PAGE 46 OF 66 NE SEE PAGE 53 OF 66 SHEET 54 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (W FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT N87'41'28"E 26.12' 30.23'1 N87'36'4 "E BLOCK COLL P' ar, CO 1.0 o j' "/,/ Z / NO2"18'32"W V 1,38' Q N87'41'28"E_ 10.88' / SO2'22'25"E 1.37' S87'41'28"W 7.40' ii 6 I N87'41'28"E N87'41'28"E 1.09' 1 I 15.00' I N87 3 6'42 E wY , 7.13' 15.00' 7'36' 42"E S02'22'25"E 1.33' NO2'22'25"W 1.36' S87'41'28"W_ 9.00' 1 I BLOCK #21 S02'22' 25"E 1.28'- N87'41'28"E 25.46' 15.00' 87'36'25"E S02'22' 25"E 1.30' NO2'22'25"W 1.32' MATCH LINE SEE PAGE 47 OF 66 NO2'22'25"W 1.29' S87'41'28"W 1 5.30' MATCH LINE SEE PAGE 54 OF 66 SHEET 55 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 40 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT NE SEE PAGE 57 OF 66 F - ► N87'41'28"E_ 15.40' 15.00' 13.94' N87'36'42"E N81'36'42"E !- % / �% Oi' /O r7 O O' / / N - i (V N N h,,,/ u7 - CV % � i' N - - p / /// /. Z / // N Z /./:/. j y / / . I N87'41'28"E__ 6.02' N 87'41'28"E 13.84' 1 N87'41'28"E 5.29'— 1 I 15.00' N 87"36' 42'E ' /o Q,�i (� M / to LPG' 6 0 I FS z7 , ._.1—. /. / / S87'41' 28''W 155.76' 11 N87'41'28"E_ 26.12' 1 15.00' N 87'36' 42'E MATCH LINE SEE PAGE 48 OF 66 O / SHEET 56 OF 66 RiBVNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, EL 33014 PH. (305) 823-9316 UCENSEO BUSINESS 140. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE r' / ,T i / 1 r/ 11 / / r / / / / / BLOCK 1$ / l i ll %i i i ' i/ S73'05'42"E ' / / 5.34' S72"15'25"E /, // 4.95, ! 5.09' / / // /973.1225.?0" l ,! v� �; 34j,e i S73'05'42"E / '/'� � �`6//'�,:. S73 S'00" 5.00' % � /l/ � �/co '� 23'4x, ; l n' �, /S 1.,,5'°0' / i' ///6 7'�/ : 3' 73 .h 3 4 E l BLOCK MATCH LINE SEE PAGE 49 OF 66 MATCH LINE SEE PAGE 56 OF 66 SHEET 57 OF 66 ROBAYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 20 GRAPHIC SCALE JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION j 10 40 SECTION 22, TOWNSHIP 52 S, RANGE 41 E (IN FEET) 1 inch = 20 ft. SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT BLOCK 9 MATCH LINE SEE PAGE 59 OF 66 N 46'19' 58"E 33.98' N 46'19'58'E \ 4.00' c36 opt4.0 N46'19'58"E \ ap' 6.10' N46'19'58"E \ 4.99' a N46'19'58"E 6.22' sr 583'16'35"W 89.35' o ,34D 1• 1) LEGEND: O= SANITARY SEWER MANHOLE SHEET 58 OF 66 ReBAYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 [t. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 60 OF 66 LEGEND: O= SANITARY SEWER MANHOLE N00'59'19'W 29.82' 3 N89"15' "t , o r-), -T ,48 _,o ``,14,13' /': 1.14' N88'S9'345'E ! O N' / ' /� ' tri M / • % Y3t97' z S88'59 34% // ; ... -N00'59'19"W- — 8.46' N00'59'19"W — — y. , L / BLOCK 8 N8855'21EY, U N) : . O //1'3/75'/' 1. / / N00'S9'19'W— — z 388'55/21/W1 ! i ; 2.66' 3 ,N89'22!40' E'/,: /� / /13 i _N00'59'19"W — 5.72' 11 z S89' 224Q, 4L/ N89136;4.5 to to O BLOCK 9 S89'06'45"W 13.38' N 46'19' 58"E 33.98' MATCH LINESEE PAGE 58 OF 66 o) 0) 0 0 z i /, Co M co W 0) m Iri 0 0 1) i • / SHEET 59 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 5723 NW 158th STREET MIAMI LAKES, ft 33014 PH. (305) 823-9316 LICENSED BUSINESS Na. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 61 OF 66 / N88'S4; 51, b 15'/ .27/ I� z '54'51 ';W • N00'59'19"W — — — r _ _ — — __ N00'59'19"W — — 5.31' BLOCK 7 _ _ _N00'59'19"W 4.04' N 8'9'i,''02" / / �/� / / , 89'18'02"W 14.56' / w m 1p 0 0 1n MATCH LINE SEE PAGE 59 OF 66 SHEET 60 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. 19 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 40 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 62 OF 66 / N00.59'1 9''W 22.54' N00'59'19"W 5.48' 3 ,N8855'2.3"E / p `1.; , %16.,#6 / / t17 M / 1 3,:.52''/ /1 z S88`55.23, W'_ i ,N88'59%29"E. o /•' j6'.27/• O N to z / / / /1.6.12. ;' , S6 8.595297V/ ' / _N00'S9'19"W _ 5.76' �'/ N8g'51'S6''E V ' M / .46:07' ,f' , / BLOCK 6 N00'59'19'W — 5.51' O N / o 1 5742',/ �. z S89'S1 56;`N/ /\ NE,1.9'1 03'E / r , • T 5:87'• f ,"7 ri " • , ,15.7,2E / %" z S89'17.3'03')W _NO0'59'19”W — 5.11' N89't5'09%E off; /; 5' :1.5-53'/' / z•S89.'15"09"W,i N 00'59' 19"W 26.40' / / S00'59'19"E 418.38' MATCH LINE SEE PAGE 60 OF 66 SHEET 61 OF 66 ROBfiYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 40 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE MATCH LINE SEE PAGE 63 OF 66 NO1'48'49"W 24.39' NO1'48'49"W / 'N87i54' 'E / / l ;i/ / Y ;n • ,/// ' ,16:4/7 z S3'&7'.5' 2 W 6.00'-' — _NO1'48'49"W- — 8.10' BLOCK 5 -N01'48'49"W- — 4.34' N01'48'49"W 7.35' o X6:49/ r // 01.(;),• / '// / / /pn, • /1,67/ ' , / ('58,8:47203",W // 1r, /•' ..'-->14881:11.6'/0/31 N88 T' // M`/• / / 6'7// \ 16`. / ,/ Z,s48;5v5,r' W'; // •,// j / / // )4'88"57'04"E b ;7)/ /16. / •.• vi r z Sfis'"5;7'd4��Gi' 24'88'27'081 ,:// oTr1, 0. N in to/ zA88' 7%'08` -IN N 00'59' 19"W 22.54' 80/. // 1,B/.F8%'i / o co Eri d N 0) d 0 U) MATCH LINE SEE PAGE 61 OF 66 SHEET 62 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 64 OF 66 NO1 '48'49"W 25.67' �''N8$'22'S7iE 0 0 NO1 '48'49"W 15.15' BLOCK 4 M O z 1S88'22' 57"W i 16.10' / NO1 '48'49"W 5.08' in z 41188%03'9'2"E ' ;/ 16.1'8•' / l 1.6,3"2 ;/ 'S87)16°27' W NO1 '48'49"W 4.85' N28'26'517: / / / / / 16.41' ;5788;26%5.1 " W",: „N88721.0,87,E • ,/. i' 2' ;r 'S6.` a'w N01'48'49"W 24.39' / / / / / / / 0 O7 N 0 rn MATCH LINE SEE PAGE 62 OF 66 SHEET 63 OF 66 ROBIRYNA AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 (IN FEET) 1 inch = 20 fL JOB No. 190088 DATE: 12-23-20 40 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE MATCH LINE SEE PAGE 65 OF 66 N05'38'33"W 22.76' N05'38' 33" W — --` --- 4.26' N05'38'33"W- -- - 7.62' BLOCK 3 — —-N05'38'33"W 4.77' 3 N Opp to 7t tO O z — _--N05'38'33"W 8.45' NO1'48'49"W 25.67' MATCH LINE SEE PAGE 63 OF 66 O N N W re) O w w O " (D 50 N to SHEET64OF66 R@BVNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI LAKES, FL 33014 PH. (305) 523-9316 LICENSED BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT MATCH LINE SEE PAGE 66 OF 66 N05'38'33"W 62.40' N05'38'33"W —_---- 6.55' BLOCK 2 - N05'38' 33"W _ 4.85' O (:).tn 0 z _N05'38'33"W— 9.12' N05'38'33"W 22.76' MATCH LINE SEE PAGE 64 OF 66 SHEET 65 OF 66 RBYNfi AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET* MIAMI LAKES, FL 33014 PH. (305) 823-9316 UCENSED BUSINESS No. LE 5004 GRAPHIC SCALE 20 0 10 (m FEET) 1 inch = 20 ft. 40 JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E SKETCH AND LEGAL DESCRIPTION SEWER EASEMENT LEGEND: O= SANITARY SEWER MANHOLE / / / \ \ BLACK \ ;S O \ \ w o� CV CV O w 1n cn c.+ °° G! MATCH LINE SEE PAGE 65 OF 66 SHEET 66 OF 66 ROBfiYNp AND ASSOCIATES INC. ENGINEERS -PLANNERS -SURVEYORS 5723 NW 158th STREET MIAMI TAKES, Ft 33014 PH. (305) 823-9316 UCENSEO BUSINESS No. LB 5004 GRAPHIC SCALE 20 0 10 40 (IN FEET) 1 inch = 20 ft. JOB No. 190088 DATE: 12-23-20 SKETCH TO ACCOMPANY LEGAL DESCRIPTION SECTION 22, TOWNSHIP 52 S, RANGE 41 E \TECH E N V I R O N, M E P4 T A L: Flotech Environmental LLC 5245 NW 36 ST Suite 230 Miami, FL 33166 Phone: 786-452-7820 CCTV Defects by Inspecti on Organization: City: Project name: The Mirage at Sailboat Cove Status: Co mments: Completed Submission date: Submitted to: Inspections Structural c onditi ons 0 and M conditi ons Misc Date /time Upstre am node Downstream node Dir L ength survey ed Break in pipe N n T3 o Cracks Fracture Deformation Defective Joints Defective Lining Defective Taps Roots Grease Encrustation & Scale Settled Deposits c o m :.= c Obstraction Line Deviations Water Level +20% Survey Abandoned Camera Underwater 12/28/2020 10:42 AM Mh 8 MH 7 D 45. 7 ft. 12/28/2020 11:12 AM Mh 9 MH 7 U 35.4 ft. 12/28/2020 11:54 AM MH 7 Mh 6 D 269. 3 ft. 12/28/2020 1:04 PM Mh 6 MH 5 D 250.6 ft. 12/28/2020 3:26 PM MH 5 MH 4 D 399. 6 ft. 12/28/2020 4:39 PM MH4 MH3 D 176.9 ft. 12/29/2020 9:53 AM Mh 13 Mh 12 D 114. 4 ft. 12/29/2020 10:56 AM Mh 12 Mh 11 D 393.7 ft. 1 CCTV Defects by Inspection Page 1 of 2 Inspections Stru ctural c onditions 0 and M c onditio ns Misc Date /time Upstream node Downstream node Dir Length surveyed Break in pipe N 0. o 0 0 N 0 Fractur e Def ormation Defective Joints Def ective Lining Defective Taps N O Grease Encrustation & Scale Settled Deposits c ((00 w- Obstraction Line Deviations Water Level +20% Survey Abandoned Camera Underwater 12/29/2020 12:10 PM Mh 11 Mh 10 D 218 .5 ft. 12/29/2020 2:08 PM Mh 10 Mh 2 D 289.0 ft. 12/29/2020 3:51 PM Mh 16 Mh 14 D 395.6 ft. 20 1 12/29/2020 4:47 PM Mh 15 Mh 14 D 73.3 ft. 1 12/30/2020 9:34 AM MH-1 MH-14 D 108.0 ft . 12/30/2020 10:20 AM MH-1 MH-22 D 92 .7 ft. 3 12/30/2020 10:46 AM MH-1 M H-2 D 21.2 ft. 1 12/30/2020 11:20 AM M H-3 MH-2 D 101.2 ft . 12/30/2020 1:16 PM MH-20 MH-19 D 121.9 ft. 12/30/2020 2:05 PM MH-19 MH-18 D 105.0 ft. 12/30/2020 2:22 PM MH-18 MH-17 D 115.9 ft. 12/30/2020 3:15 PM M H-17 Mh-16 D 203.1 ft. To tals 3,531.0 ft. 0 0 0 0 0 a 0 0 0 N 0 0 0 0 0 r 00 CCTV Defects by Inspection Page 2of2 FL TECH ENVIRONMENTAL Flotech Environmental LLC 5245 NW 36 ST Suite 230 Miami, FL 33166 Phone: 786-452-7820 Main Inspections Pipe Run Project name: Mainline ID: The Mirage at Sailboat MH8-MH7 Cove Start date/time: Direction: 12/28/2020 10:29 AM D Shape: Material: C PVC City: Street: OPA LOCKA BLDG 1 NW 17 CT Location code: Width: Weather: 1 Height: 8 in. Surveyed length: Started at 0.0 ft. with flow on 12/28/2020 10:29:34 AM + Stopped at 45.7 ft. with flow i on 12/28/2020 10:42:13 AM — Manhole 'Mh 8' Manhole "MH 7' + At 0.0 ft. — AMH - Manhole Comments: Mh 8 + At 0.0 ft. MWL - Water Level + l� At 11.9 ft. MMC - Material Change Comments: TO DI + Ell At24.7ft. MMC - Material Change Comments: TO PVC +a At 32.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + i 1 At 45.7 ft. AMH - Manhole Comments: AT MH 7 Main Inspections Pipe Run Page 1 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH9-MH7 OPA LOCKA BLDG 1 NW 17 CT Cove Start date/time: Direction: Weather: Location code: 12/28/2020 11:06 AM U 1 Shape: Material: Height: Width: C PVC 8 in. Manhole ' M h 9' Mainline length: Surveyed length: Stopped at 35.4 ft. against flow -- on 12/28/2020 11:12:59 AM At 10.1 ft. 9/ . iN 4 TF - Tap Factory Dimension 1: 6.000 Started at 0.0 ft. against flow t on 12/28/2020 11:06:16 AM — Manhole 'MH 7' �IlR At35.4ft. AMH - Manhole Comments; AT MH 9 4� At 18.2fL MWLS - Water Level Sag Rating: 2 Category: Structural + At5.4ft. MWLS - Water Level Sag Rating: 2 Category: Structural At0.0ft. AMH - Manhole Comments: MH 7 + At 0.0 ft. MWL - Water Level Main Inspections Pipe Run Page 2 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/28/2020 11:34 AM Shape: C Mainline ID; City: Street: Mh7-Mh6 OPA LOCKA BLDG 1 NW 17 CT Direction: D Material: PVC Weather: 1 Height: 8 in. Location code: Width: Surveyed length: Manhole MH 7' Started at 0.0 ft. with flow on 12/28/2020 11:34:30 AM i At 83.2 ft. 3/. TF - Tap Factory Dimension 1: 6.000 At 105.8 ft. 3/. TF - Tap Factory Dimension 1: 6.000 At 126.6 ft. 3/. i TF - Tap Factory Dimension 1: 6.000 At 148.0 ft. 2/. TF - Tap Factory Dimension 1: 6.000 i MIR i At 189.3 ft. 2/. CI i TF - Tap Factory Dimension 1: 6.000 At 208.1 ft. 3/. ld i TF - Tap Factory Dimension 1: 6.000 At 229.8 ft. 2/. Cl+ TF - Tap Factory Dimension 1: 6.000 At 246.9 ft. 2/. CI i TF - Tap Factory Dimension 1: 6.000 Stopped at 269.3 ft. with flow + on 12/28/2020 11:54:20 AM — Manhole 'Mh 6' + At 0.0 ft. AMH - Manhole Comments: MH 7 + At0.0ft. MWL - Water Level + lid At 174.2 ft. MWLS - Water Level Sag Rating: 2 Category: Structural i 0 At 269.3 ft. AMH - Manhole Comments: AT MH 6 Main Inspections Pipe Run Page 3 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/28/2020 12:47 PM Shape: C Mainline ID: M H6 -M H5 Direction: D Material: PVC City: Street: OPA LOCKA BLDG 3 NW 17 CT Weather: 1 Height: 8 in. Location code: Width: 8 in. L11 ix) N N 2 E Manhole 'Mh 6' (Started at 0.0 ft. with flow - + on 12/28/2020 12:47:09 PM + At 41.6 ft 2/. + TF - Tap Factory Dimension 1: 6.000 At70,6ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 83,2 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 102.9 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 120.9 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 162.6 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 182.0 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 205.4 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 226.9 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 245.9 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 Stopped at 250.6 ft. with flow b on 12/28/2020 1:04:58 PM + At0.0ft. AMH - Manhole Comments: Mh 6 + At 0.0 ft. P.9WL - Water Level + At31.6ft. MWLS - Water Level Sag Rating: 2 Category: Structural + At 187.5 ft. MWLS - Water Level Sag Rating: 2 Category: Structural + At 234.5 ft. MWLS - Water Level Sag Rating: 2 Category: Structural + At 245.9 ft. MWLS - Water Level Sag Rating: 2 Manhole 'MH Category: Structural +Cli At250.6ft. AMH - Manhole Comments: AT MH 5 Main Inspections Pipe Run Page 4 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: The Mirage at Sailboat Cove Start date/time: Direction: 12/28/2020 2:57 PM D Shape: Material: C PVC Street: MH5-MH4 OPA LOCKA BLDG 5 NW 17 CT Weather: 1 Height: 8 in. Location code: Width: 8 in. Survayed length: Started at 0.0 ft with flow on 12/28/2020 2:57:15 PM i At 34.5 ft. 2/, l + TF - Tap Factory Dimension 1: 6.000 At53.9ft.2/. €i + TF - Tap Factory — Dimension 1: 6.000 At71.7ft.2/. CI + TF - Tap Factory Dimension 1: 6.000 At93.2ft. 2/. %J + TF - Tap Factory Dimension 1: 6.000 At114.1ft. 2/. CI + TF - Tap Factory Dimension 1: 6.000 At 154.6 ft. 2/, tJ + TF - Tap Factory Dimension 1: 6.000 At 174.3 ft. 2/. CI + TF - Tap Factory Dimension 1: 6.000 At 193.1 ft. 2/. U + TF - Tap Factory Dimension 1: 6.000 Omitted: 103.8 ft. At 214.1 ft. 2/. 0 + TF -Tap Factory Dimension 1: 6.000 At 256.0 ft. 2/. €i + TF - Tap Factory Dimension 1: 6.000 At 274.8 ft. 2/. C 1 + TF - Tap Factory Dimension 1: 6.000 Manhole 'MH 5 + At0.Oft. — AMH - Manhole Comments: Mh 5 + At 0,0 ft. MWL - Water Level + At 0.0 ft MWLS - Water Level Sag Rating: 2 Category: Structural +CI At 53.9 ft. MWLS - Water Level Sag Rating: 2 Category: Structural Main Inspections Pipe Run Page 5 of 25 Project name: Mainline ID: Start date/time: Direction: The Mirage at Sailboat MH5-MH4 12/28/2020 2:57 PM D Cove Weather: 1 Omitted: 295.8 ft. At 295.8 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At314.2ft.2/. tJ + TF - Tap Factory Dimension 1: 6.000 At 332.5 ft. 2/. J + TF - Tap Factory Dimension 1: 6.000 Stopped at 399.6 ft. with flow + on 12/28/2020 3:26:20 PM — Manhole 'MH 4' + t J At 399.6 ft. AMH - Manhole Comments: AT MH 4 Main Inspections Pipe Run Page 6 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH4-MH3 OPA LOCKA BLDG 9 NW 17 CT Cove Start date/time: Direction: Weather: Location code: 12/28/2020 4:04 PM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. Mainline length: Surveyed length: Started at 0.0 ft. with flow on 12/28/2020 4:04:49 PM At 46.3 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 46.3 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 65.8 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At85.1ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 106.0 ft. 2/. i TF - Tap Factory Dimension 1: 6.000 SAccessManhole 'MH4' 1 r . At 126.5 ft. 2/. Ci + TF - Tap Factory MIN Dimension 1: 6.000 Stopped at 176.9 ft. with flow on 12/28/2020 4:39:20 PM — SAccessManhole 'MH3' + At 0.O ft. AMH - Manhole Comments: MH4 At 0.0 ft. MWL - Water Level + At 35.6 ft. MWLS - Water Level Sag Rating: 2 Category: Structural + IB At 176.9 ft. AMH - Manhole Comments: AT MH 3 Main Inspections Pipe Run Page 7 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: The Mirage at Sailboat MH13-MH12 OPA LOCKA Cove Start date/time: Direction: 12/29/2020 9:45 AM D Shape: Material: C PVC Weather: 1 Height: 8 in. Street: BLDG 18 NW 143 ST Location code: Width: Started at 0.0 ft. with flow — on 12/29/2020 9:45:28 AM At 28.0 ft. 3/. + TF - Tap Factory Dimension 1: 6.000 At 50.1 ft. 3/. + TF - Tap Factory Dimension 1: 6.000 At 70.8 ft. 3/. + TF - Tap Factory Dimension 1: 6.000 Stopped at 114.4 ft. with flow on 12/29/2020 9:53:43 AM Manhole Mh 13 Manhole 'Mh 12' + At 0.0 ft. AMH - Manhole Comments: Mh 13 + At 0.0 ft. MWL - Water Level + At 10.0 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + At70.8ft. MWLS - Water Level Sag Rating: 2 Category: Structural + At 114.4 ft. AMH - Manhole Comments: AT MH 12 Main Inspections Pipe Run Page 8 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: The Mirage at Sailboat MH12-MH11 OPA LOCKA Cove Start date/time: Direction: 12/29/2020 10:06 AM D Shape: Material: C PVC Street: BLDG 14 NW 143 ST Weather: Location code: 1 Height: Width: 8 in. 8 in. Marnhne ien�ith: Surveyed lenttttr Started at 0.0 ft. with flow on 12/29/2020 10:06:20 AM i At 156.9 ft. 2/. () + TF - Tap Factory Dimension 1: 6.000 Omitted: 196.1 ft. At 179.5 ft. 3/. C 2 + TF - Tap Factory Dimension 1: 6.000 At 197.6 ft. 2/. Cl + TF - Tap Factory Dimension 1: 6.000 Manhole Mb 12 + At0.0ft. AMH - Manhole Comments: Mh 12 + At0.0ft MWL - Water Level + CI At 21.5 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + CI At 52.2 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + 1I At 62.0 ft. 9/. TF - Tap Factory Dimension 1: 6.000 +.CI At81.6ft.9/. TF - Tap Factory Dimension 1: 6.000 + 1 At 101.1 ft. 9/. TF - Tap Factory Dimension 1: 6.000 * C7 At 147.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + ( At 158.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + 1J At 177.9 ft. 9/. TF - Tap Factory Dimension 1: 6.000 +t1 At 185.5 ft. MWLS - Water Level Sag Rating: 2 Category: Structural +CI At 190.3 ft. 11/1 DAGS - Deposits Attached Grease Rating: 2 Category: O&M Main Inspections Pipe Run Page 9 of 25 Project name: Mainline ID: Start date/time: Direction: The Mirage at Sailboat MH12-MH11 12/29/2020 10:06 AM D Cove Weather: 1 r. n Mainline length: Surveyed length: Omitted: 199.4 ft. At 219.3 ft. 2/. Y?4 + TF - Tap Factory Dimension 1: 6.000 At 238.6 ft. 3/. + TF - Tap Factory Dimension 1: 6.00 Stopped at 393.7 ft. with flow + on 12/29/2020 10:56:56 AM — - Manhole'Mh 11 + CI At 199.4 ft. 11/. TF - Tap Factory Dimension 1: 6.000 + El At 217.5 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + ' At 263.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + El At 288.9 ft. 10/. TF - Tap Factory Dimension 1: 6.000 +sis At 310.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 +Ci At314.6ft. MWLS - Water Level Sag Rating: 2 Category: Structural + CI At 325.9 ft. 9/. TF - Tap Factory Dimension 1: 6.000 +i1 At338.9ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 344.5 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + EI At 390.1 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + At 393.7 ft. AMH - Manhole Comments: AT MH 11 Main Inspections Pipe Run Page 10 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: The Mirage at Sailboat MH11-MH10 OPA LOCKA Cove Start date/time: Direction: 12/29/2020 11:48 AM D Shape: Material: C PVC Street: BLDG 14 NW 143 ST Weather: Location code: 1 Height: Width: 8 in. 8in. u1 Ln co 00 N N Started at 0.0 ft. with flow on 12/29/2020 11:48:11 API Stopped at 218.5 ft. with flow + on 12/29/2020 12:10:15 PM Manhole 'Mh 11' Manhole 'Mh 10' + At 0.0 ft. AMH - Manhole Comments: Mh 11 + At 0.0 ft. MWL - Water Level + At 14.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + At 32,7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 +1 At 54.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + • '• At 73.8 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + 21 At 112.8 ft. 10/. TF - Tap Factory Dimension 1: 6,000 + 0 At 138.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + CI At 152.5 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + (I At 176.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + '' a' At 195.7 ft. 11/. TF - Tap Factory Dimension 1: 6.000 + At 218.5 ft. AMH - Manhole Comments: AT MH 10 Main Inspections Pipe Run Page 11 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start clate/time: 12/29/2020 1:47 PM Shape: C Mainline ID: M H10 -M H2 Direction: D Material: PVC City: OPA LOCKA Weather: 1 Height: 8 in. Street: BLDG 12 NW 143 ST Location code: Width: co Mainline length: Surveyed length: Started at 0.0 ft. with flow — on 12/29/2020 1:49:20 PM i Started at 0.0 ft. with flow — _ an 12/29/2020 1:47:09 PM i Stopped at 0.0 ft, with flow e _ on 12/29/2020 1:48:16 PM — At 155.4 ft. 2/. G.,1 + TF - Tap Factory Dimension 1: 6.000 Omitted: 117.4 ft. At 171.6 ft. 2/. Cal + TF - Tap Factory Dimension 1: 6.000 Manhole Mh 10' + At 0.0 ft. AMH - Manhole Comments: Mh 10 + At0.0ft. MWL - Water Level +la At6,6ft. MWLS - Water Level Sag Rating: 2 Category: Structural +6.1 At 16.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + (J At 36.6 ft. 10/. -- TF - Tap Factory Dimension 1: 6.000 + .el At 54.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + C/ At 74.5 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + t At 94.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + At 129.8 ft, 10/. TF - Tap Factory Dimension 1: 6.000 + Li) At 152.5 ft, MWLS - Water Level Sag Rating: 2 Category: Structural , + At 157.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + el At 163.6 ft. MWLS - Water Level Sag Rating: 2 Category: Structural Main Inspections Pipe Run Page 12 of 25 Project name: Mainline ID: The Mirage at Sailboat MH10-MH2 Cove Weather: 1 Start date/time: Direction: 12/29/2020 1:47 PM D G co N Mainline length: Surveyed length: 289.0 ft. Omitted: 173.7 ft. At 193.6 ft. 2/. 0 + TF - Tap Factory Dimension 1: 6.000 At 209.4 ft. 2/. 0 + IF - Tap Factory Dimension 1: 6.000 At 215.4 ft. 2/. CI + TF - Tap Factory Dimension 1: 6.000 Stopped at 289.0 ft. with flow 4, an 12/29/2020 2:08:04 PM — At 173.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 195.4 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 200.0 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 210.9 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 238.2 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 258.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 280.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 284.9 ft. MGO - General Observation Comments: DROP CONNECTION At 289.0 ft. AMH - Manhole Comments: AT MH 2 Main Inspections Pipe Run Page 13 of 25 Main Inspections Pipe Run Project name: Mainline ID: The Mirage at Sailboat MH16-MH14 Cove Start date/time: Direction: 12/29/2020 3:04 PM D Shape: Material: C PVC City: OPA LOCKA Weather: 1 Height: 8 in. Street: BLDG 31 NW 142 TER Location code: Width: Surveyed length: Started at 0.0 ft. with flow - on 12/29/2020 3:04:56 PM At 8.0 ft. 2/. + TFA - Tap Factory Active Dimension 1: 6.000 At 50.0 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 68.8 ft. 2/, TF - Tap Factory Dimension 1: 6.000 At 88.6 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 110.3 ft. 2/. + TFA - Tap Factory Active Dimension 1: 6.000 Omitted: 209.5 ft. + + At 169.1 ft. 2/. El + TF - Tap Factory Dimension 1: 6.000 At 186.1 ft. 2/. TFA - Tap Factory Active Dimension 1: 6.000 Manhole Mh lh n. 1 , 1 ' + fit At 130.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + il l At 136.7 ft, 10/. 1 ', DAGS - Deposits Attached ' Grease Rating: 2 Category: O&M At 148.8 ft. 11/. TF - Tap Factory Dimension 1: 6.000 iG.4 At 159.6 ft. N1WLS - Water Level Sag Rating: 2 Category: Structural + At 0.0 ft. AMH - Manhole Comments: Mh 16 + At0.Oft. MWL - Water Level * At 10.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + At 28.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + At 70.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 * At 90.4 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + At 108.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + . At 129.3 ft. 12/. TFA - Tap Factory Active Dimension 1: 6.000 +61 Main Inspections Pipe Run Page 14 of 25 Project name: The Mirage at Sailboat Cove Weather: 1 Itilainline ID: MH16-MH14 Start date/time: Direction: 12/29/2020 3:04 PM D Lei Mainline length: Surveyed length: Omitted: 187.8 ft. At 230,4 ft. 2/. CI TF - Tap Factory Dimension 1: 6.000 At 250.0 ft. 2/. fill + TF - Tap Factory Dimension 1: 6.000 At 289.3 ft. 2/. :1 + TF - Tap Factory Dimension 1: 6.000 Comments: 90% GREASE At 303.8 ft. 9/12 id + SO1: DAGS - Deposits Attached Grease Rating: 2 Category: O&M At 311.9 ft. 2/. L7 + TF - Tap Factory Dimension 1: 6.000 Comments: 50% GREASE At 331.0 ft. 2/.1:11+ TFA - Tap Factory Active Dimension 1: 6.000 Comments: 80°k GREASE At 351.6 ft. 2/. TF - Tap Factory Dimension 1: 6.000 Comments: 50% GREASE At 395.6 ft. 9/12 &) + FO1: DAGS - Deposits Attached Grease Rating: 2 Category: O&M Stopped at 395.6 ft. with flow on 12/29/2020 3:51:43 PM -- • i + M 'nhole 'Mh 14:.` At 187.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 205.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 206.8 ft. 12/. TFA - Tap Factory Active Dimension 1: 6,000 At 231.8 ft. 10/. TF - Tap Factory Dimension 1: 6:000 At 251.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 266.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + 1:1 At 289.3 ft. 2/. RAGS - Deposits Attached Grease Rating: 4 Category: OM Comments: IN LATERAL + I1 At 389.4 ft. @AWLS - Water Level Sag Rating: 2 Category: Structural + CI At 395.6 ft. AMH - Manhole Comments: AT MH 14 Main Inspections Pipe Run Page 15 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/29/2020 4:18 PM Shape: C Mainline ID: City: Street: MH15-MH14 OPA LOCKA BLDG 27 NW 17 ST Direction: D Material: PVC Weather: 1 Height: 8 in. Location code: Width: 8 in. rn Mainline length: Started at 0.0 ft. with flow on 12/29/2020 4:18:24 PM + At21.8ft.3/. + TFA - Tap Factory Active ---- Dimension 1: 6.000 At 38.6 ft. 3/. + TF - Tap Factory Dimension 1: 6.000 At 69.3 ft 6/. + TF - Tap Factory Dimension 1: 6.000 Comments: DROP Stopped at 73.3 ft. with flow + on 12/29/2020 4:47:43 PM — - Manhole 'Mh 15' Manhole 'Mh 14' + At 0.0 ft. AMH - Manhole Comments: Mh 15 + At 0.0 ft. MWL - Water Level + At56.9ft9/. TF - Tap Factory Dimension 1: 6.000 + At 61.7 ft. MWLS - Water Level Sag Rating: 2 Category: Structural +J At73.3ft. AMH - Manhole Comments: AT MH 14 Main Inspections Pipe Run Page 16 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-14 TO MH-1 OPA LOCKA BLDG 27 NW 17 ST Cove Start date/time: Direction: Weather: Location code: 12/30/2020 8:31 AM D 1 Z Shape: Material: Height: Y/idth: C PVC 8 in. 8 in. AMH 'MH-1' C. C. CO CO 0 0 t L G .2 v 2 Started at 0.0 ft. with flow on 12/30/2020 8:31:10 AM i Stopped at 108.0 ft. with flow 4, on 12/30/2020 9:34:31 AM — AMH 'MH-14' + At 0.0 ft. AMH - Manhole Comments: MH-1 + At 0.0 ft. MWL - Water Level +a At 19.2 ft. h1GP - General Photo + 't21 At 108.0 ft. AMH - Manhole Comments: AT MH 1 Main Inspections Pipe Run Page 17 of 25 Main Inspections Pipe Run Project name: Mainline [D: City: Street: The Mirage at Sailboat MH-22 TO MH-1 OPA LOCKA 14331NW 16TH CT EXIT Cove OF THE COMUNITY Start date/time: Direction: Weather: Location code: 12/30/2020 9:59 AM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH MH-1' Surveyed length: Started at 0.0 ft. with flow — on 12/30/2020 9:59:29 AM Stopped at 92.7 ft. with flow on 12/30/2020 10:20:07 AM - — AMH 'MH-22'\ • i At 0.0 ft. AMH - Manhole Comments: MH-1 + At0.0ft. MWL - Water Level +Ell At8.Oft. MGP - General Photo +"1J At22.7ft. MGP - General Photo Comments: GREASE + L+.j At 45.1 ft. JSM - Joint Separated Medium Rating: 1 Category: Structural +J At53.3ft. MGO - General Observation Comments: GREASE At72.5ft JSM - Joint Separated Medium Rating: 1 Category: Structural Lei At 81,2 ft. JOL - Joint Offset Large Rating: 2 Category: Structural + 01 At 92.7 ft. MGP - General Photo Comments: DUE TO THE OFFSET JOINT DID NOT PASS THE CAMERA +CI At92.7ft. AMH - Manhole Comments: AT MH-1 Main Inspections Pipe Run Page 18 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-2 TO MH-1 OPA LOCKA BY LIFT STATION Cove Start date/time: Direction: Weather: Location code: 12/30/2020 10:32 AM D 1 Z Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH 'MH-1' Mainline length: Started at 0.0 ft. with flow on 12/30/2020 10:32:39 AM i Stopped at 21.2 ft. with flow 4 on 12/30/2020 10:46:39 AM + At 0.0 ft. — AMH - Manhole Comments: MI -I-1 + At 0.0 ft. MWL - Water Level +01 At11.8ft. JOM - Joint Offset Medium Rating: Category: Structural +ti At21.2ft. AMH - Manhole Comments: AT MH-1 Main Inspections Pipe Run Page 19 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-3 TO MH-2 OPA LOCKA NEAR LIFT STATION NW Cove 17ST Start date/time: Direction: Weather: Location code: 12/30/2020 10:56 AM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH 'MH-3' Started at 0.0 ft with flow on 12/30/2020 10:56:14 AM + Stopped at 101.2 ft. with flow on 12/30/2020 11:20:06 AM — AMH 'MH 2' + At 0.0 ft AMH - Manhole Comments: MH-3 + At 0.0 ft. MWL - Water Level + At 41.8 ft. 1/. TFA - Tap Factory Active Dimension 1: 6.000 + ILA At 68.5 ft. 1/. TFA - Tap Factory Active Dimension 1: 6.000 + ti At 90.9 ft. 1/. TFA - Tap Factory Active Dimension 1: 6.000 + 0 At 101.2 ft. AMH - Manhole Comments: AT MH-1 Main Inspections Pipe Run Page 20 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-20 TO MH-19 OPA LOCKA BUILDING 35 NW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 12:48 PM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. Mainline length: Surveyed length: Started at 0.0 ft. with flow on 12/30/2020 12:48:14 PM b At 34.9 ft. 3/, 11.1 � TFA - Tap Factory Active Dimension 1: 3.000 At 57.4 ft. 3/. i£2.4 4 TFA - Tap Factory Active Dimension 1: 3.000 Stopped at 121.9 ft. with flow on 12/30/2020 1:16:13 PM — + At 0.0 ft. 411-1- Manhole Comments: MH-20 i At 0.O ft. MWL - Water Level 0 At 16,8 ft. 1/. TFA - Tap Factory Active Dimension 1: 6.000 i ':4 At 28.1 ft. 9/. TFA - Tap Factory Active Dimension 1: 4.000 i L`+1 At 37.0 ft. 9/. TFA - Tap Factory Active Dimension 1: 3.000 0 At 66.8 it. 9/. TFA - Tap Factory Active Dimension 1: 3.000 13 At 75.3 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 t1�4 At95.7ft. 1/. TFA - Tap Factory Active Dimension 1: 3,000 +'L3 At121.9ft. AMH - Manhole Comments: AT MH-19 Main Inspections Pipe Run Page 21 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-19 TO MH-18 OPA LOCKA BUILDING 34 NW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 1:26 PM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH 'MH-19' 0 0 Sri is) 0 0 c � 2 Started at 0.0 ft. with flow — on 12/30/2020 1:26:07 PM + At 81.8 ft. 2/. TFA - Tap Factory Active Dimension 1: 3.000 Stopped at 105.0 ft. with flow it on 12/30/2020 2:05:55 PM (11 AMH 'MH 18' + At 0.O ft. AMH - Manhole Comments: MH-19 + At 0.O ft. MWL - Water Level + I At 6.6 ft. 10/. TF - Tap Factory Dimension 1: 3.000 + iCtlI At 8.3 ft. 1/. TF - Tap Factory Dimension 1: 3.000 + Li At 23.3 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 + i At 39.8 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 +111 At 41.5 ft. 12/. TFA - Tap Factory Active Dimension 1: 3.000 + ris At 63.8 ft. 1/. TFA - Tap Factory Active Dimension 1: 4.000 +{.J At65.7ft.11/. TFA - Tap Factory Active Dimension 1: 3.000 +1C1 At 79.9 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 + L7.1 At 105.0 ft. AMH - Manhole Comments: AT MH-18 Main Inspections Pipe Run Page 22 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-18 TO MH-17 OPA LOCKA BUILDING 33 NW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 2:10 PM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH 'MH-18' Mainline length: Surveyed length: Started at 0.0 ft. with flow +) _ on 12/30/2020 2:10:18 PM * At 23.8 ft. 2/. W+ TFA - Tap Factory Active -- Dimension 1: 3.000 Stopped at 115.9 ft. with flow i, on 12/30/2020 2:22:57 PM — )4. AMH 'MH-17' + At0.0ft. AMH - Manhole Comments: MH-18 + At0.Oft. MWL - Water Level i ki At 43.3 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 i i:4t At 63.7 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 i At 83.8 ft. 11. TFA - Tap Factory Active Dimension 1: 3.000 + cJ At 115.9 ft. AMH - Manhole Comments: AT MH-17 Main Inspections Pipe Run Page 23 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-17 TO MH-16 OPA LOCKA BUILDING 32 MW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 2:51 PM D 1 Shape: Material: Height: Width: B PVC 8 in. 8 in. AMH 'MH• 17' Mainline length: Started at 0.0 ft. with flow on 12/30/2020 2:51:09 PM i Omitted: 69.5 ft. + At0.Oft. AMH - Manhole Comments: MH-17 + At0.Oft. MWL - Water Level + a At 7.3 ft. 12/. TFA - Tap Factory Active Dimension 1: 3.000 +l At 29.4 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 + C1 At 31.4 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 + Et At 48.2 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 + At 50.2 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 + J At 68.8 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 + la At 70.8 ft. 12/. TFA - Tap Factory Active Dimension 1: 3.000 + el At 88.3 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 + At 90.4 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 + ' At 114.0 ft, 11/. TFA - Tap Factory Active Dimension 1: 3.000 + At 133.6 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 Main Inspections Pipe Run Page 24 of 25 Project name: Mainline ID: Start date/time: Direction: The Mirage at Sailboat MH-17 TO MH-16 12/30/2020 2:51 PM D Cove Weather: 1 ry Mainline length: Omitted: 155.8 ft. Stopped at 203.1 ft. with flow ,+ on 12/30/2020 3:15:27 PM i 0 At 155.8 ft. 11. TFA - Tap Factory Active Dimension 1: 3.000 + 0 At 157.6 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 Q At 167.4 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 'l � At 159.3 ft. 1/. Manhole 'Mh i6 + t At 191.2 11.. 11/. TFA - Tap Factory Active Dimension 1: 3.000 + C•] At 203.1 ft. AMH - Manhole Comments: AT MH-16 +• TFA - Tap Factory Active Dimension 1: 3.000 + t At 189.5 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 Main Inspections Pipe Run Page 25 of 25 FLOTECH ENVIRNME NTAL Flotech Environmental LLC 5245 NW 36 ST Suit e 230 Miami, FL 33166 Phone: 786-452-7820 Main Insp ecti ons Summary The Mirage at Sailb oat Cove Mainline ID End date/time Surveyed by Start MH Finish MH Material Height Total length Length MH8-MH7 12/28/2020 Geo Mh 8 MH 7 PVC 8 in. 45 .7 ft. 45.7 ft. 10:42 AM MH9-MH7 12/28/2020 Geo MH 7 Mh 9 PVC 8 in. 35.4 ft. 35 .4 ft . 11:12 AM M h7-M h6 12/28/2020 Geo MH 7 Mh 6 PVC 8 in. 269.3 ft. 269 .3 ft . 11:54 AM MH6-M H5 12/28/20201:04 Geo Mh 6 MH 5 PVC 8 i n. 250 .6 ft . 250.6 ft. PM MH5-MH4 12/28/2020 3:26 Geo MH 5 MH 4 PVC 8 in. 399.6 ft . 399.6 ft. PM MH4-MH3 12/28/2020 4:39 Geo MH4 MH3 PVC 8 in. 176.9 ft. 176.9 ft. PM MH13-MH12 12/29/2020 9:53 Geo Mh 13 Mh 12 PVC 8 in. 114.4 ft. 114 .4 ft. AM Main Inspections Summary Page 1 of 3 Mainline ID End date/time Surveyed by Start MH Finish MH Material Height Total length Length MH12-MH11 12/29/2020 Ge o Mh 12 Mh 11 PVC 8 in . 393.7 ft. 393 .7 ft. 10:56 AM MH11-MH10 12/29/2020 Ge o Mh 11 Mh 10 PVC 8 in. 218.5 ft. 218.5 ft. 12:10 PM MH10-MH2 12/29/2020 2:08 Ge o Mh 10 Mh 2 PVC 8 in . 289.0 ft. 289.0 ft . PM MH16-MH14 12/29/2020 3:51 Geo Mh 16 Mh 14 PVC 8 in. 395.6 ft. 395 .6 ft . PM MH15-M1i14 12/29/2020 4:47 Geo Mh 15 Mh 14 PVC 8 in . 73.3 ft. 73.3 ft. PM MH-14 TO 12/30/2020 9:34 Geo MH-1 MH-14 PVC 8 i n. 108.0 ft. 108.0 ft. MH-1 AM MH-22 TO 12/30/2020 Geo MH-1 MH-22 PVC 8 in. 92.7 ft. 92.7 ft . M H-1 10:20 AM M H-2 TO 12/30/2020 Geo MH-1 MH-2 PVC 8 in. 21.2 ft. 21.2 ft. M H-1 10:46 AM MH-3 TO 12/30/2020 Geo MH-3 MH-2 PVC 8 in. 101.2 ft. 101 .2 ft. MH-2 11:20 AM MH-20 TO 12/30/2020 1:16 Geo MH-20 MH-19 PVC 8 in. 121 .9 ft. 121 .9 ft. M H-19 PM MH-19 TO 12/30/2020 2:05 G eo MH-19 M H-18 PVC 8 in. 105 .0 ft . 105 .0 ft. MH-18 PM Main Inspections Summary Page 2 of 3 I I Mainline ID End date/time Surveyed by Start MH Finish MH Material Height Total length Length MH-18 TO 12/30/2020 2:22 Ge o MH-18 MH-17 PVC 8 in . 115.9 ft. 115.9 ft. MH-17 PM M H-17 TO 12/30/2020 3:15 Geo MH-17 Mh-16 PVC 8 in. 203 .1 ft. 203.1 ft. MH-16 PM Sub -Total 3,531 .0 ft . 3,531.0 ft. Total 3,531.0 ft. 3,531.0 ft. Main Inspections Summary Page 3 of 3 FLOT ECH ENVIRONMENTAL Flotech Envir onm ental LLC 5245 NW 36 ST Suite 230 Miami, FL 33166 Phone: 786-452-7820 P ACP v7 .0 I nsp ecti ons and Sc oring General Informatio n: Surveyed by: Geo P/O number: Sheet number: Direction: D Loca tion : Drainage area: City: OPA LO CKA PACP certificate no.: Work order no.: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: MH8-MH7 Pipe: Sewe r use: SS Coating metho d: Me asure men ts : Upstream MH No: Mh 8 Height: 8 in. Pipe joint length: Location code: Revi ewer certificate no. Owner: Fl otech En viromental Project name: The Mirage at Sailb oat Co ve Date cleaned: Fiow control: Customer: Start date/ time: 20201228 10:29 Purpose: C Inspection Status: Consequence of failure: Pressure value: Street: I BLD G 1 NW 17 CT Location details: Width: Total length: 1 45.7 ft. Downstream MH No: MH 7 Co ordinate system: Additional Information: PACP v7. 0 Inspections and Scoring J Shape: Material: C 1 P VC Length surveyed: Year laid: 45.7 ft. 1 Rim to invert: Rim to grade: Grade to invert: Northing: Easting: 1 1 I 1 Rim to grade: Grade to invert: N orthing: Easting: I l 1 Rim to invert: 3.8 ft. Vertical datum: GPS accuracy: Lining meth od: Year renewed: Elevation: Elevation: Page 1 of 59 Pipe Ratings Grade Structural: O&M: Overall: Am ount of Segment Pipe Quick Pipe Rating Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating L oF Risk Defects Grade Rating Rating Index Defects Grade Rating Rating Index Index 1 0 0 0 0000 0 0 0 0000 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ / Remarks Mh 8 0.0 ft. MWL 5 0 11.9 ft. 00:03:25 MMC 0 / The Mirage at Sailboat TO DI Cove -Manhole 'Mh 8'-Manh ole' MH 7'-MMC at 11.9 ft.JP G 24.7 ft. 00:04:02 M MC ❑ / Th e Mir age at Sailboat TO PVC C ove -Manh ole 'Mh 8' -Manh ole ' MH 7'- MMC at 24.7 ft .JP G 32.3 ft. 00:04:43 TF 6.000 ❑ 10 / Th e Mirage at Sailboat C ov e -Manhole 'Mh 8' -Manhole 'MH T-TF at 32.3 ft.JPG 45. 7 ft. 00:05:37 AM H 0 / The Mirage at Sailboat AT MH 7 Co ve -M anh ole ' Mh Er -Manhole 'MH 7'-A MH at 45 .7 ft .JPG PACP v7.0 Inspections and Scoring Page 2 of 59 PACP v7.0 Inspecti ons and Scoring General Informati on: Surveyed by: Geo P10 number: Sheet number: Direction : U Location: Drainage area: PACP certificate no .: Reviewed by: W ork order no .: Media label: Weather: Pre -cleaning: 1 J Technology used: Pipe segment ref .: I MH9-MH7 City: OPA LO CKA Pipe : Sewe r use: Height: 8in . Coating method: Pipe joint length: Measu re men ts: Upstream MH No: Mh 9 Downstream MI -I No: MH 7 Coordinate system: Rim to invert: 3.8 ft. Vertical datum: Addition al Informatio n: PACP v7.0 Inspe ctio ns and Scoring Location code: Width: Total length: 35. 4 ft. Rim to invert: Rim to grade: Reviewer certificate no . Owner: Customer: IFlot ech En virom ental Project name: Start date/time: The Mirage at Sailboat Cove 20201228 11:06 Date clean ed: Inspection Status: Street: BLDG 1 NW 17 CT Location details: Flow c ontrol: Purpose: Conseq uence of failure: Pressure value: Shape: C Length surveyed: 35 .4 ft . Material: PVC Lining method: Year laid: Year renewed: Grade to invert: Northing: 1 Rim to grade: Grade to invert: Northing: GPS accuracy: Easting: Elevation: Easting: Elevation: Page 3 of 59 1 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Am ount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Inde x 1 0 0 4 2200 2.00 0 0 0 0000 4 2.00 2 2 4 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location lst 2nd At/From To 0.0 ft. AMH ❑ / Remarks MH 7 0.0 ft. MWL 5 ❑ / 5. 4 ft. 00:01:44 MWLS 10 ❑ / 2 10.1 ft. 00:02:22 TF 6.000 0 9 / The Mirage at Sailboat Co ve - Manh ole 'Mh 9'-Manhole'MH 7'-TF at 10.1 ft.JPG 18.2 ft. 00:02:43 MWLS 10 ❑ / 2 The Mirag e at Sailboat Cove -Ma nhole ' Mh 9' -Manh ole 'MH 7'- MWLS at 18.2 ft.JPG 35.4 ft. 00:03:22 AMH ❑ / The Mirage at Sailboat AT MH 9 Cove - Manhole 'Mh 9' - Manh ole ' MH 7'-AMH at 35.4 ft.JPG PACP v7. 0 Inspectio ns and Scoring Pag e 4 of 59 PACP v7.0 Inspecti ons and Scoring General Inf ormation: Surveyed by: G eo PACP certificate no .: P/O number: Work order no .: Sheet number: Direction: D Location: Drainage area: City: O PA LOCKA Weather: 1 Technology used: Reviewed by: Reviewer certificate no. Owner: Customer: Media label: Project name: Th e Mirage at Sailb oat Co ve Pre -cleaning: H Pipe segment ref .: Mh7-M h6 Pipe : Sewer use: SS Coating method: Mea su re men ts: Upstream MH No: MH 7 Height: 8 in. Pipe joint length: Do wnstream MI -I No: Mh 6 Coordinate system: A ddition al Info rmatio n: PACP v7.0 Inspections and Sco ring Locati on code: Width: Total length: 269.3 ft. Date cleaned: Flow control: Inspection Status: Street: BLDG 1 NW 17 CT Consequence of failure: Start date/time: 20201228 11:34 Purpose: D Pr essur e value: Location details: Shape: Ic Length surveyed: I 269.3 ft. Material: PVC Year laid: Rim to invert: Rim to grade: Grade to invert: Northing: 3. 8 ft. I 1 Rim to invert: Rim to grade: Grade to invert: Northing: 1 1 Vertical datum: GPS accuracy: Lining method: Year renewed: Easting: Elevation: f Easting: El evation: Page 5 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 2 2100 2.00 0 0 0 0000 2 2 .00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ Remarks MH 7 0. 0 ft. M WL 5 ❑ / 83.2 ft. 00:03:18 TF 6.000 ❑ 3 / 105.8 ft . 00:04:10 TF 6.000 ❑ 3 / 126.6 ft. 00:05:11 TF 6.000 ❑ 3 / 148. 0 ft. 00:05:59 TF 6. 000 ❑ 2 / 174.2 ft. 00:07:48 M WLS 10 ❑ / 2 The Mirage at Sailb oat C ove -Manhole ' MH 7' -Manhole 'Mh 6'-MWLS at 174 .2 ft.JPG 189.3 ft. 00:08:26 TF 6.000 ❑ 2 / The Mirage at Sailboat Cov e - Manhole ' MH 7'- Manhole'Mh 6'-TF at 189.3 ft .JPG 208.1 ft. 00:09:11 TF 6. 000 ❑ 3 / The Mirage at Sailbo at C ove -Manh ol e 'MH 7'- Manh ol e'Mh 6'-TF at 208.1 ft.JPG 229. 8 ft. 00:10:18 TF 6. 000 ❑ 2 / The Mirage at Sailboat Cove -Manhole 'MH 7'-Manhol e'Mh 6'-TF at 229.8 ft.JPG PACP v7.0 Inspections and Scoring Page 6 of 59 Observations Distance Video Ref . PACP Cod e Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) L ocation 1st 2nd At/Fr om To 246.9 ft. 00:11:03 TF 6.000 ❑ 2 / The Mirage at Sailb oat Cove -Manhole 'MH 7'-Manhole'Mh 6'-TF at 246.9 ft .JPG 269. 3 ft. 00:12:29 A MH ❑ / The Mirage at Sailb oat AT MH 6 Co ve -Manhole 'MH 7'-Manh ole'Mh 6'-AMH at 269 .3 ft.JPG PACP v7.0 Inspe ctio ns and Scoring Page 7 of 59 PACP v7.0 Inspecti ons a nd Sc oring General Inf ormati on: Surveyed by: PACP certificate no.: Ge o 1 I P/O number: Work order no.: I I Sheet number: Weather: Direction: D Location: Drainage area: City: OPA LO CKA 11 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: MH6-M H5 Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mirage at Sailboat Cove I 20201228 12:47 Date cleaned: Flow control: Purpose: Inspection Status: Street: BLDG 3 NW 17 CT Consequence of failure: Pressure value: Location code: Location details: Pipe: Sewer use: Height: Width: SS 1 8in. 8in. Coating method: Pipe joint le ngth: Total length: l 250.6 ft. Measurements: Upstream MH No : Mh 6 Downstream MH No: MH 5 Coordinate system: Shape: C Length surveyed: 250 .6 ft. Material: PVC Year laid: I l Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: 1 1 1 1 1 Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: 1 1 I 1 Additional Informatio n: PACP v7.0 Inspections and Scoring Vertical datum: GPS accura cy: Page 8 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 8 2400 2.00 0 0 0 0000 8 2.00 2 4 8 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches %a Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH ❑ / Mh6 0.0 ft. M WL 5 ❑ I 31.6 ft. 00:01:17 MWLS 10 ❑ / 2 41.6 ft. 00:02:26 TF 6.000 ❑ 2/ 70.6 ft. 00:04:18 TF 6.000 ❑ 2 / 83.2 ft. 00:04:55 TF 6.000 ❑ 2 / 102.9 ft. 00:05:56 TF 6.000 ❑ 2 / 120.9 ft. 00:06:39 TF 6.000 ❑ 2 / 162.6 ft. 00:08:17 TF 6.000 ❑ 2 / 182.0 ft. 00:09:37 TF 6.000 ❑ 2 / 187.5 ft. 00:10:27 MWLS 10 ❑ / 2 205.4 ft. 00:11:16 TF 6. 000 ❑ 2 / 226.9 ft. 00:12:08 TF 6. 000 ❑ 2 / 234.5 ft. 00:12:32 MWLS 10 ❑ / 2 245.9 ft. 00:12:56 TF 6.000 0 2 / 245.9 ft. 00:13:03 MWLS 10 0 / 2 250. 6 ft. 00:13:55 AMH ❑ / The Mirage at Sailb oat AT MH 5 Cove -Manh ole 'Mh 6' -Manhole 'Mh 5'- AMH at 250.6 ft.JP G PACP v7.0 Inspections an d Scoring Page 9 of 59 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Geo P/0 nu mber: PACP certificate no.: Work order no.: Sheet number: Weather: 1 Direction: D Technology used: Reviewed by: Media label: Pre -cleaning: J Reviewer certificate no. Owner: Customer: 1 1 J Project name: Start date/time: The Mirage at Sailboat Co ve I 20201228 14:57 1 Date cleaned: Flow control: Purpose: Inspection Status: Consequence of failure: Pressure value: 1 I Location: Drainage area: Pipe segment ref .: Street: I MH5-M H4 I BLDG 5 NW 17 CT City: OPA LOCKA Location code: Location details: Pipe : Sewer use: Height: Width: Shape: Material: Lining method: SS I 8 in. 8 in. j C I PVC 1 1 Coating method: Pipe joint length: Total length: Length surveyed: Year laid: Year renewed: I I 399.6 ft. 399.6 ft. 1 1 1 Mea surements: Upstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: MH5 1 J 1 1 i Downstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: M H4 13.9 ft. 1 1 1 1 I Coordinate system: Vertical datum: GPS accuracy: Additio nal In formatio n: PACP v 7. 0 Inspections and Scoring Page 10 of 59 i i Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 4 2200 2.00 0 0 0 0000 4 2 .00 2 2 4 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH D / Mh 5 0.0 ft. M WL 5 ❑ / 0. 0 ft. 00:01:53 M WLS 10 ❑ / 2 34.5 ft. 00:03:18 TF 6.000 ❑ 2 / Th e Mirag e at Sailboat C ove -Manh ole ' Mh 5'-Ma nh ole'Mh 4'-TF at 34.5 ft .JPG 53.9 ft. 00:04:05 TF 6.000 El 2 / The Mirage at Sailb oat Cove -Manhole ' Mh 5'-Ma nh ole'Mh 4'-TF at 53.9 ft.JPG 53.9 ft. 00:04:16 M WLS 10 ❑ / 2 Th e Mir ag e at Sailboat Cove -Manhole 'Mh 5' -Manh ole ' Mh 4'- MWLS at 53.9 ft.JPG 71.7 ft. 00:04:56 TF 6. 000 D 2 / The Mirage at Sailb oat C ove -Manhole 'Mh 5'-Ma nhole'Mh 4'-TF at 71.7 ft.JP G 93.2 ft . 00:06:03 TF 6.000 D 2 / The Mirage at Sailboat Cove -Manh ole ' Mh 5'-Manhol e'Mh 4'-TF at 93.2 ft.JPG PA CP v 7.0 In spe ctio ns and Scorin g Page 11 of 59 i Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 114.1 ft. 00:07:21 TF 6 .000 ❑ 2 / The Mirage at Sailb oat C ove -Manhole 'Mh S. -Manhole ' Mh 4'-TF at 114.1 ft .JPG 154. 6 ft. 00:09:03 TF 6.000 ❑ 2 / The Mir ag e at Sailb oat C ove - Manhole 'Mh S. -Manhole 'Mh 4'-TF at 154.6 ft.JP G 174.3 ft. 00:10:08 TF 6 .000 ❑ 2 / The Mirage at Sailb oat Cove -Manhole ' Mh S. -Manh ole 'Mh 4'-TF at 174.3 ft.JPG 193.1 ft. 00:11:11 TF 6.000 ❑ 2 / The Mirage at Sailboat Cov e - Manh ole 'Mh S. -Manhole 'Mh 4'-TF at 193 .1 ft .JPG 214.1 ft. 00:12:02 TF 6. 000 ❑ 2 1 The Mirage at Sailbo at Cove -Manhol e ' Mh S. -Manhole ' Mh 4'-TF at 214.1 ft .JPG 256.0 ft. 00:13:17 TF 6. 000 ❑ 2 / The Mirage at Sailboat Cove -Ma nhole ' Mh 5' - Manhole ' Mh 4'-TF at 256.0 ft .JPG 274.8 ft. 00:13:54 TF 6.000 ❑ 2 / The Mirage at Sailboat Co ve -Manhole 'Mh 5' - Manhole 'Mh 4'-TF at 274.8 ft.JPG 295.8 ft. 00:14:45 TF 6.000 ❑ 2 / The Mirage at Sailb oat C ove -Manh ol e 'Mh S. - Manhole 'Mh 4'-TF at 295 .8 ft.JP G 314.2 ft. 00:15:29 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manh ol e ' Mh S. -Manhole ' Mh 4'-TF at 314.2 ft.JPG PACP v7.0 Inspections and Scoring Page 12 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential ' Rating Image Ref . Remarks (mm) L ocation lst 2nd At/From To 332.5 ft. 00:16:16 TF 6 .000 0 2 / The Mirage at Sailboat Co ve -Ma nh ole 'Mh 5'- Ma nhol e' Mh 4'-TF at 332 .5 ft.JPG 399.6 ft . 00:25:36 AMH ❑ / Th e Mirag e at Sailboat AT MH 4 Cove - Manh ole 'Mh 5'-Manh ole'Mh 4'-AMH at 399 .6 ft.JPG PA CP v7.0 Inspections and Scoring Pag e 13 of 59 PACP v7.0 Inspections and Sc ori ng General Inform ation: Surveyed by: Geo PACP certificate no .: Reviewed by: P/0 number: Work order no .: Sheet number: Weather: 1 Direction: Technology used: D Media label: Reviewer certificate no. Owner: Customer: 1 1 Project name: Start date/time: The Mirage at Sailboat Cove 20201228 16:04 Pre -cleaning: Date cleaned: Flow control: Purpose: 1 fc Insp ection Status: Consequence of failure: Pressure value: Location: Drainage area: Pipe segment ref .: Street: I M H4-M H3 1 BLDG 9 NW 17 CT City: O PA LOCKA Pipe: Se we r use: Height: SS 1 8 in . Coating method: Pipe joint length: Location code: Width: 8 in. Total length: 176.9 ft. M easure ments: Upstream MH No: Rim to invert: M H4 1 8,4 ft. Downstream MH No: MH3 Coordinate system: Addition al In formation: PA CP v7.0 Inspections and Scoring Rim to grade: Location details: Shape: C Length surveyed: 176.9 ft. I Rim to invert: Rim to grade: I 1 1 Vertical datum: GPS accuracy: I 1 I Material: Lining method: PVC 1 Year laid: Year r enewed: I 1 Grade to invert: Northing: Easting: Elevation: 1 I Grade to invert: Northing: Easting: El evation: 1 I I Page 14 of 59 } Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defect s Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defect s Grade Rating Rating Index Index 1 0 0 2 2100 2.00 0 0 0 0000 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Valu e Inches % Joint Circumfer ential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH ❑ / MH4 0.0 ft. MWL 5 ❑ 35.6 ft. 00:04:13 MWLS 10 ❑ / 2 46. 3 ft. 00:04:41 TF 6.000 ❑ 2 / 46. 3 ft. 00:08:59 TF 6. 000 ❑ 2 / 65.8 ft. 00:09:50 TF 6. 000 ❑ 2 / 85.1 ft. 00:10:34 TF 6. 000 ❑ 2 / 106.0 ft. 00:12:53 TF 6.000 ❑ 2 / 126. 5 ft. 00:14:57 TF 6.000 ❑ 2 / The Mirage at Sailb oat C ove-SAccessManhole 'MH4'-SAcc essManhole 'MH3'-TF at 126.5 ft.JPG 176.9 ft. 00:17:23 AMH ❑ / The Mirag e at Sailb oat AT MH 3 Cove-SAcces sManhole 'MH4'-SAcc essM anhol e 'MH3'-AMH at 176 .9 ft.JPG PA CP v7.0 In spe ctions and Sco ring Page 15 of 59 I i � PACP v7.0 Inspecti ons and Scoring General Information: Surveyed by: PACP certificate no .: Geo P/0 number: Reviewed by: Work order n o.: Media label: Sheet number: Weather: 1 Direction: Technology used: D I Pre -cleaning: J Reviewer certificate no. Owner: Cust omer: Project name: The Mirage at Sailboat Cov e Date cleaned: Flow contr ol: Start date/tim e: 20201229 09:45 Purpose: Inspection Status: Consequence of failure: Pressure value: Location: Drainage area: Pipe segment ref .: Street: MH13-MH12 1 BLDG 18 NW 143 ST City: Location code: Location details: OPA LO CKA Pipe: Sewer use: Height: Width: Shape: Material: Lining method: SS I 8 in. I 1 C 1 PVC 1 Coating method: Pipe joint length: Total length: Length surveyed: Year laid: Year renewed: I 1 114.4 ft. 1 114.4 ft. I Meas ure me nts: Upstream MH No: Mh 13 Dovvnstream MH No: Mh 12 Coordinate system: Rim to invert: Rim to grade: Grade to invert: Northing: 1 I i I Rim to invert: Rim to grade: Grade to invert: Northing: I 1 I I Vertical datum: GPS accuracy: Additiona l In forma tion: PACP v7.0 Inspections and Scoring Easting: Elevation: Easting: Elevation: Page 16 of 59 1 1 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pip e Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 2 2100 2.00 0 0 0 0000 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inch es % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AM H 0 I Mh 13 0. 0 ft. MWL 5 ❑ / 10. 0 ft. 00:02:14 TF 6.000 0 9 / 28.0 ft. 00:03:10 TF 6.000 9 3 / 50.1 ft. 00:04:05 TF 6. 000 ❑ 3 / 70.8 ft. 00:05:01 TF 6.000 9 3 / 70.8 ft. 00:05:11 MWLS 10 El / 2 114. 4 ft. 00:06:49 AM H ❑ / AT MH 12 PA CP v7.0 Inspection s a nd Sco ring Page 17 of 59 I I 1 PACP v7 .0 Inspections and Scori ng General Inform atio n: Surveyed by: Ge o PACP certificat e no .: PO number: Work order n o.: Sheet number: Direction: D Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Reviewer certificate no . Owner: Customer: Project name: The Mirage at Sailbo at Cove Start date/time: 20201229 10:06 Date deaned: Flow control: Purpose: I Inspection Status: Consequence of failure: Pressure value: 1 1 Location: Drainage area: Pipe segment ref.: Street: 1 M H12-MH11 I BLDG 14 NW 143 ST City: Location code: Location details: OPA LOCKA 1 Pipe: Sewer use: Height: Width: Shape: Mat erial: SS I 8 in. I 8 in. 1 C PVC Coating method: Pipe Joint length: Total length: Length surveyed: Year laid: I j 393. 7 ft. 1 393.7 ft . Lining method: Year renewed: Mea su rements: Upstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Mh 12 Downstream MH No: Mh 11 1 1 1 Coordinate system: A dditional Informatio n: PACP v7.0 Inspections and Scoring Rim to inve rt: Rim to grade: Grad e to invert: Northing: Vertical datum: GPS accuracy: 1 Easting: Elevation: Page 18 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pip e Rating Defect s Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating D efects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 6 2300 2.00 0 0 2 2100 2 .00 8 2.00 2 3 6 1 2 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Imag e Ref. (mm) Location lst 2nd At/From To Remarks 0.0 ft. AMH Mh 12 0. 0 ft. M WL 5 ❑ / 21.5 ft. 00:02:19 TF 6.000 ❑ 9 / Th e Mirage at Sailbo at Co ve -Manhole 'Mh 12' - Ma nhole 'Mh 11'-TF at 21.5 ft.JPG 52.2 ft. 00:03:29 TF 6.000 ❑ 9 / The Mirag e at Sailboat Cove -Manhol e ' Mh 1T - Manhole 'Mh 11'-TF at 52.2 ft.JPG 62.0 ft. 00:04:08 TF 6.000 ❑ 9 / The Mirage at Sailboat Cove - Manhole 'Mh 1Z - Manh ole 'Mh 11'-TF at 62.0 ft.JP G 81.6 ft. 00:04:57 TF 6.000 ❑ 9 / Th e Mirage at Sailb oat Cove -Manh ole 'Mh 12'-Manh ole 'Mh 11'-TF at 81 .6 ft .JP G 101.1 ft. 00:07:41 TF 6.000 ❑ 9 / The Mirage at Sailboat Co ve -Manh ole 'Mh 12' - Manhol e ' Mh 11'-TF at 101.1 ft .JPG PACP v7.0 Inspections and Scoring Page 19 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 147. 1 ft. 00:10:34 TF 6 .000 ❑ 10 / The Mirage at Sailb oat C ov e -Manhol e 'Mh 1T - Manhol e 'Mh 11'-TF at 147 .1 ft.JPG 156.9 ft. 00:11:12 TF 6.000 ❑ 2 / Th e Mirage at Sailb oat C ove - Manhole ' Mh 17 -Manhole ' Mh 11'-TF at 156.9 ft.JPG 158. 8 ft. 00:12:01 TF 6.000 ❑ 10 / Th e Mirag e at Sailboat Cove -Manh ol e 'Mh 17 -Manhole 'Mh 11'-TF at 158.8 ft.JPG 177. 9 ft. 00:13:01 TF 6.000 ❑ 9 / The Mirage at Sailboat Cov e -Manhole 'Mh 17 -Manh ole 'Mh 11'-TF at 177.9 ft.JPG 179.5 ft. 00:13:43 TF 6.000 ❑ 3 / The Mirage at Sailboat Cov e - Manhole ' Mh 17 -Manhole ' Mh 11'-TF at 179.5 ft.JPG 185.5 ft. 00:14:11 M WLS 10 ❑ / 2 The Mirage at Sailboat Cove - Manhole 'Mh 12' -Manhole ' Mh 11'-MWLS at 185 .5 ft.JPG 190.3 ft. 00:14:25 DAGS 5 0 11 / 1 2 The Mirage at Sailboat C ov e -Ma nhole 'Mh 12' - Manhole ' Mh 11'-DAGS at 190 .3 ft.JPG 197.6 ft. 00:15:18 TF 6.000 ❑ 2 / The Mirage at S ailboat Co ve - Manh ole 'Mh 17 -Manhole 'Mh 11'-TF at 197 .6 ft.JPG PACP v7.0 Inspections and Scoring Page 20 of 59 M a } Observations Distance Vide o Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 199.4 ft. 00:15:47 TF 6.000 El 11 / The Mirage at Sailb oat C ove -Manhole 'Mh 12' -Manhole ' Mh 11'-TF at 199 .4 ft.JPG 217. 5 ft. 00:17:12 TF 6.000 ❑ 10 / The Mirage at Sailb oat Co ve -Manhole 'Mh 1T -Manhol e 'Mh 11'-TF at 217 .5 ft.JPG 219.3 ft. 00:17:53 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove - Manhole 'Mh 12' -Manhole ' Mh 11'-TF at 219 .3 ft.JPG 238.6 ft. 00:19:21 TF 6.000 ❑ 3 / The Mirage at Sailboat Co ve -M anhole ' Mh 12' - Manhole 'Mh 11'-TF at 238.6 ft.JPG 263. 1 ft. 00:21:04 TF 6.000 El 10 / Th e Mirage at Sailb oat C ove -Manh ole 'Mh 1T - Manhole 'Mh 11'-TF at 263.1 ft .JPG 288.9 ft. 00:23:05 TF 6. 000 ❑ 10 / The Mirage at Sailboat Cove -Manhole 'Mh 1T -Manh ole 'Mh 11'-TF at 288.9 ft.JPG 310. 0 ft. 00:24:18 TF 6. 000 ❑ 10 / The Mirage at Sailb oat C ove -Manh ole 'Mh 12' -Manhole 'Mh 11'-TF at 310.0 ft.JPG 314.6 ft. 00:24:40 MWLS 10 ❑ / 2 Th e Mirage at Sailb oat Cov e -Manh ole 'Mh 12' - Ma nhole 'Mh 1V- MWLS at 314.6 ft.JPG PACP v7.0 Inspections and Scoring Page 21 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 325.9 ft. 00:25:22 TF 6.000 ❑ 9 / The Mirage at Sailboat C ove -Manhole ' Mh 12'- Ma nhol e'Mh 11'-TF at 325.9 ft.JPG 338.9 ft. 00:26:10 MWLS 10 ❑ / 2 The Mirage at Sailboat Cove -Manhole ' Mh 12' -Ma nhol e 'M h 11'- MWLS at 338.9 ft .JPG 344.5 ft. 00:26:32 TF 6 .000 ❑ 9 / The Mirage at Sailb oat Cove -Manhole 'Mh 1T -Manhol e 'Mh 11'-TF at 344.5 ft.JPG 390.1 ft. 00:28:32 TF 6.000 ❑ 9 / The Mirage at Sailboat Co ve -M anhole 'Mh 1T -Manhole ' Mh 11'-TF at 390 .1 ft.JPG 393.7 ft. 00:30:22 AMH ❑ / The Mirage at Sailboat AT MH 11 C ove -Manhole 'Mh 12' -Manh ole 'Mh 11'-A MH at 393.7 ft .JPG PACP v7.0 Inspections and Scoring Pag e 22 of 59 PACP v7.0 Inspecti ons a nd Sc oring General Information: Surveyed by: PACP certificate no.: Geo P/0 number: Work order no.: Sheet number: Directio n: D Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Reviewer certificate no. Owner: Customer: Project name: The Mirage at Sailboat Co ve Date cleaned: Flow control: Start dat e/time: 20201229 11:48 Purpose: C Inspection Status: C onsequence of failure: Pressure value: Location: Drainage area: Pipe segment ref .: Street: MH11-MH10 s BLDG 14 NW 143 ST City: Location code: Location details: OPA LOCKA Pipe: Sewer use: Height: Width: Shape: Material: Lining method: SS 8 in. I 8 in. 1 C I PVC 1 Coating method: Pipe joint length: Total length: Length survey ed: Year laid: Year renewed: I 1 218.5 ft. 1 218.5 ft . j I M easure ments: Upstream MH No: Mh 11 Downstream MH No: Mh 10 Coordinate system: Rim to invert: Rim to grade: Grade to invert: N orthing: Easting: Elevation: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: 1 1 I 1 Vertical datum: GPS accuracy: Elevation: A dditional Information : PACP v7.0 Inspections and Scoring Pag e 23 of 59 Pipe Ratings Grade Structural: O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Gracie Rating Rating Index Defects Grade Rating Rating Index Index 1 0 0 0 0000 0 0 0 0 0 0000 0 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ / Remarks Mh 11 0.0 ft. MWL 5 ❑ / 14.0 ft. 00:02:32 TF 6.000 ❑ 10 / 32.7 ft. 00:03:52 TF 6.000 ❑ 10 / 54.3 ft. 00:06:59 TF 6.000 ❑ 10 / The Mirag e at Sailboat Cove -Manh ole 'Mh 11' -Manhole 'Mh 10'-TF at 54.3 ft.JPG 73. 8 ft. 00:07:50 TF 6.000 ❑ 9 / The Mirag e at Sailb oat Cove - Manhole 'Mh 11' -Manhole 'Mh 10'-TF at 73 .8 ft.JPG 112.8 ft. 00:09:31 TF 6. 000 ❑ 10 / Th e Mirage at Sailboat Co ve - Ma nhol e 'Mh 11' - Manhole 'Mh 10'-TF at 112.8 ft.JPG 138.1 ft. 00:10:48 TF 6.000 ❑ 10 / Th e Mirage at Sailb oat C ove - Manhole 'Mh 11' - Manhol e ' Mh 10'-TF at 138.1 ft .JPG 152.5 ft. 00:12:46 TF 6.000 ❑ 10 / The Mirage at Sailbo at Cove -Manhole 'Mh 11' -Manhole ' Mh 10'-TF at 152.5 ft.JPG PACP v7.0 Inspections and Scoring Page 24 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location lst 2nd At/From To 176.0 ft. 00:13:50 TF 6 .000 ❑ 10 / The Mirage at Sailboat Cove -Ma nhol e ' Mh 11'-Manhol e'Mh 10'-TF at 176.0 ft.JPG 195.7 ft. 00:14:52 TF 6 .000 ❑ 11 / Th e Mirage at Sailboat Cove-Ma nhol e' Mh 11'-Manhole'Mh 10'-TF at 195.7 ft.JPG 218.5 ft. 00:19:24 AMH ❑ / The Mirage at Sailb oat AT MH 10 Cove -Ma nhole 'Mh 11' -Manh ole 'Mh 10'-AMH at 218.5 ft.JPG PACP v7.0 Inspections and Scoring Page 25 of 59 PACP v7 .0 Inspections and Scoring General I nformati on: Surveyed by: Geo P/O number: PACP certificate no.: Reviewed by: Work order no,: Sheet nurnber: Weather: Direction: Technology used: D Media label: Pre -cleaning: J Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mir age at S ailboat C ove 1 20201229 13:47 Date cleaned: Flow control: Purpose: C Inspection Status: Consequence of failure: Pressure value: Loca tion: Drainage area: Pipe segment ref.: Street: MH10-MH2 I BLDG 12 NW 143 ST City: O PA LOCKA Pipe: Sewer use: SS Coating method: Me asurements: Upstream MH No: Mh 10 Height: 8 in. Pipe joint length: Downstream MH No: Mh 2 Coordinate system: Addition al Info rmation: PACP v7.0 Inspections and Scorin g Location code: Width: Total length: 289.0 ft. Location details: Shape: Material: I C 1 PVC I Length survey ed: Year laid: I 289.0 ft. I I Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: I 1 1 1 Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: I I 1 1 1 1 Vertical datum: GPS accuracy: I I I Page 26 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 10 2500 2.00 0 0 0 0000 10 2.00 2 5 10 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continu ous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH ❑ / Mh 10 0.0 ft. MWL 5 ❑ / 6.6 ft. 00:00:22 MWLS 10 ❑ / 2 The Mirage at Sailboat C ov e -Manhol e 'Mh 10' - Manh ole 'Mh 2'-MWLS at 6.6 ft.JPG 16.0 ft. 00:00:53 TF 6.000 0 10 / Th e Mirage at Sailboat Co ve -M anhole 'Mh 10' -Manh ole 'Mh 2'-TF at 16.0 ft.JPG 36.6 ft. 00:01:48 TF 6.000 ❑ 10 / Th e Mirage at Sailboat Cove -Manh ol e 'Mh 10'-Manhole' Mh 2'-TF at 36.6 ft.JPG 54. 3 ft. 00:02:35 TF 6.000 0 10 / The Mirag e at Sailboat Cove -Manhole ' Mh 10' -Manhole 'Mh 2'-TF at 54.3 ft.JPG 74.5 ft. 00:04:24 TF 6.000 ❑ 10 / The Mirage at Sailboat Cove -Ma nhole 'Mh 10' - Ma nhole 'Mh 2'-TF at 74.5 ft.JPG PACP v7.0 Inspections and Scoring Page 27 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 94.7 ft. 00:05:24 TF 6.000 ❑ 10 / The Mirage at Sailb oat Co ve -M anhole 'Mh 10' -Manh ole 'Mh 2'-TF at 94.7 ft .JPG 129.8 ft. 00:06:37 TF 6 .000 ❑ 10 / Th e Mirag e at Sailboat Cove -Manhol e 'Mh ICY -Manhole ' Mh 2'-TF at 129.8 ft.JPG 152. 5 ft. 00:07:20 MWLS 10 ❑ 2 The Mirag e at Sailboat Cove - Manhol e 'Mh 10' -Ma nhole 'Mh 2'- MWLS at 152 .5 ft.JP G 155. 4 ft. 00:07:36 TF 6.000 ❑ 2 / Th e Mirage at Sailboat Cove -Manhol e 'Mh 10` - Manhole 'Mh T-TF at 155.4 ft.JP G 157.1 ft. 00:07:51 TF 6.000 ❑ 10 / The Mirag e at Sailboat Cove - Manhol e 'Mh 10' - Manhole ' Mh 2'-TF at 157.1 ft.JPG 163.6 ft. 00:08:12 M WLS 10 0 / 2 Th e Mirage at Sailboat Co ve -M anhole ' Mh 10' - Manhol e 'Mh 2'-MWLS at 163.6 ft.JPG 171.6 ft. 00:08:42 TF 6. 000 ❑ 2 / Th e Mirage at Sailboat C ove -Manhole 'Mh 10' -Manhole ' Mh 2'-TF at 171.6 ft.JPG 173.7 ft. 00:09:08 TF 6. 000 ❑ 10 / The Mirage at Sailb oat Cove - Manh ole 'Mh 10'-Manh ol e' Mh 2'-TF at 173.7 ft .JP G PACP v7. 0 Inspections a nd Scoring Page 28 of 59 Observations Distance Vide o Ref. PACP Code Continuous Value Inches % Joint Circumf erential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 193.6 ft. 00:09:54 TF 6.000 ❑ 2 / The Mirage at Sailboat C ove -Manh ole 'Mh W. -Manhol e 'Mh 2'-TF at 193.6 ft .JPG 195.4 ft. 00:10:13 TF 6.000 ❑ 10 / The Mirage at Sailb oat C ove -Manhole ' Mh 10. -Manhol e 'Mh 2'-TF at 195 .4 ft.JPG 200. 0 ft. 00:10:29 M WLS 10 0 / 2 The Mirage at Sailb oat Cov e -Manhole ' Mh 10' -Manhole 'Mh 2'-MWLS at 200 .0 ft .JPG 209.4 ft. 00:10:54 TF 6.000 ❑ 2 / Th e Mirage at Sailb oat Co ve -Manhole 'Mh 10. - Ma nhole 'Mh 2'-TF at 209 .4 ft.JP G 210. 9 ft. 00:11:18 TF 6.000 ❑ 10 / The Mirage at Sailboat C ove -Manhol e 'Mh 10. -Manh ole 'Mh 2'-TF at 210.9 ft.JPG 215. 4 ft. 00:11:39 TF 6. 000 ❑ 2 / The Mirag e at S ailboat Cove - Manhole ' Mb W. - Manh ol e 'Mh 2'-TF at 215.4 ft.JPG 238.2 ft. 00:12:35 M WLS 10 ❑ / 2 Th e Mirage at Sailb oat Co ve - Manhol e 'Mh 10' -M anh ole ' Mh 2'-MWLS at 238.2 ft.JPG 258.7 ft. 00:13:24 TF 6.000 ❑ 10 / The Mirag e at Sailb oat Cove -Manhole 'Mh W. -Manhole 'Mh 2'-TF at 258.7 ft .JPG PA CP v7.0 Inspections and Scoring Page 29 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % (mm) 1st 2nd Joint Circumferential Rating Location At/From To Image Ref. Remarks 280.3 ft. 00:14:29 TF 6 .000 0 10 / The Mirage at Sailbo at Co ve -Ma nhol e 'Mh W. - Manhole 'Mh 2'-TF at 280.3 ft.JPG 284. 9 ft. 00:14:55 MG O 0 / The Mirage at Sailboat DROP CONNECTION Co ve - Manhol e 'Mh 10' - Manhole 'Mh 2'- MGO at 284.9 ft.JPG 289.0 ft. 00:18:21 AMH 0 / The Mirage at Sailboat AT MH 2 Co ve -Manh ole 'Mh 10. -Ma nhole ' Mh 2'-AMH at 289.0 ft .JPG PACP v7.0 Inspections and Scoring Page 30 of 59 PACP v7 .0 Inspections and Sc oring General Information: Surveyed by: PACP certificate no.: G eo P/O number: Work order no.: Sheet number: Weather: 1 Direction: Technology used: D Reviewed by: Reviewer certificate no. Owner: Customer: Media label: Project name: The Mirage at Sailboat C ove Pre -cleaning: J Start date/time: 20201229 15:04 Date cleaned: Flow control: Purpose: I IC I Inspection Status: Consequence of failure: Pressure value: I Location: Drainage area: Pipe segment ref,: Street: MH16-MH14 I BLDG 31 NW 142 TER City: Location code: L ocation details: OPA LOCKA Pipe: Sewer use: Height: SS 8 in . Coating method: Pipe joint length: Measurements: Upstream MH No: Mh 16 Width: Downstream MH No: Mh 14 Coordinate system: Additional Informatio n: PACP v7. 0 Inspections and Scoring Total length: 395. 6 ft. Shape: C Length surveyed: 395.6 ft. Material: I PVC Lining method: Year laid: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: 1 1 1 1 Rim to invert: Rim to grade: Grade to inv ert: Northing: Easting: Elevation: I I 1 1 1 1 Vertical datum: GPS accuracy: 1 I Page 31 of 59 1 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk D efect s Grade Rating Rating Index Index 1 0 0 4 2200 2.00 0 0 42 412B 46 2.09 2 2 4 19 38 3 0 0 0 0 4 0 0 1 4 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location lst 2nd At/From To 0.0 ft. AMH ❑ / Remarks Mh 16 0.0 ft. MWL 5 ❑ / 8.0 ft. 00:03:13 TFA 6.000 ❑ 2 / 10.1 ft. 00:04:05 TF 6.000 ❑ 10 / 28.8 ft. 00:05:29 TF 6.000 0 10 / 50.0 ft. 00:06:43 TF 6.000 ❑ 2 / 68. 8 ft. 00:07:39 TF 6.000 ❑ 2 / 70. 7 ft. 00:08:09 TF 6. 000 0 10 / 88.6 ft. 00:10:12 TF 6.000 ❑ 2 / 90.4 ft. 00:10:28 TF 6. 000 0 10 / 108. 7 ft. 00:11:44 TF 6.000 0 10 1 110.3 ft. 00:12:14 TFA 6.000 ❑ 2 / 129.3 ft. 00:13:57 TFA 6.000 0 12 1 The Mirag e at Sailboat Cove -Ma nhole ' Mh 16' -Manh ole 'Mh 14'-TFA at 129.3 ft.JPG 130.8 ft. 00:14:15 TF 6.000 ❑ 10 / The Mirage at Sailb oat Cove -Manhol e 'Mh 1V -Manhole 'Mh 14'-TF at 130.8 ft.JPG PACP v7.0 Inspections and Scoring Page 32 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (rnm) Location lst 2nd At/From To 136. 7 ft. 00:14:38 DAGS 5 ❑ 10 / 2 Th e Mirage at Sailb oat Co ve -Ma nhole 'Mh 16' - Manhole 'Mh 14'-DAGS at 136.7 ft.JPG 148.8 ft. 00:15:30 TF 6.000 ❑ 11 / The Mirage at Sailboat Cove -Manh ole 'Mh 16' - Manhole ' Mh 14'-TF at 148.8 ft.JPG 159. 6 ft. 00:16:08 MWLS 10 ❑ I 2 The Mirage at Sailboat C ove -Manhole 'Mh 16' -Man h ole 'Mh 14'-MWLS at 159.6 ft.JPG 169.1 ft. 00:16:32 TF 6.000 ❑ 2 / The Mirage at Sailboat Cov e -M anhol e 'Mh 16' -Manhole 'Mh 14'-TF at 169.1 ft.JPG 186. 1 ft. 00:18:03 TFA 6.000 ❑ 2 / The Mirage at Sailboat C ove -Manhole ' Mh 16' -Manhole ' Mh 14'-TFA at 186.1 ft .JPG 187.8 ft. 00:18:30 TF 6.000 ❑ 10 / Th e Mirag e at S ailboat Co ve -Manhole 'Mh 1V -Manh ole ' Mh 14'-TF at 187.8 ft.JPG 205.0 ft. 00:19:09 TF 6.000 ❑ 10 / The Mirage at Sailb oat C ove -Ma nhole 'Mh 16' -Manh ole 'Mh 14'-TF at 205 .0 ft.JPG 206.8 ft. 00:19:32 TFA 6. 000 ❑ 12 / The Mirag e at Sailboat Cove -Manh ole 'Mh 16' -Manhole 'Mh 14'-TFA at 206.8 ft.JP G PACP X7.0 Inspections and Scoring Page 33 of 59 Observations Distance Video Ref . PACP Code C ontinuous Value Inches °Ai Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 230.4 ft. 00:22:02 TF 6.000 ❑ 2 / The Mirag e at Sailbo at Cov e -Ma nhole 'Mh 16' -Manh ol e 'Mh 14'-TF at 230.4 ft.JPG 231. 8 ft. 00:22:27 TF 6.000 ❑ 10 / The Mirage at Sailb oat C ove -Manhole ' Mh 16' -Manhole 'Mh 14'-TF at 231.8 ft.JPG 250.0 ft. 00:23:17 TF 6.000 ❑ 2 / The Mirage at Sailb oat C ove - Manhole 'Mh 16' -M anhole 'Mh 14'-TF at 250.0 ft.JPG 251. 7 ft. 00:23:36 TF 6 .000 ❑ 10 / The Mirage at Sailboat Cove -Ma nh ole 'Mh 16' - Manhol e 'Mh 14'-TF at 251.7 ft.JPG 266. 8 ft. 00:24:15 TF 6.000 ❑ 10 / The Mirage at Sailboat Co ve -Manhole 'Mh 16' -Manhole ' Mh 14'-TF at 266.8 ft.JPG 289.3 ft. 00:25:37 DAGS 30 ❑ 2 / The Mirag e at Sailboat IN LATERAL C ove -Manhole 'Mh 16' - Manh ole 'Mh 14'-DAGS at 289.3 ft.JPG 289.3 ft. 00:26:17 TF 6. 000 ❑ 2 / The Mirage at Sailboat 90 % GRE ASE Cove -Manh ole 'Mh 1V - Manh ole ' Mh 14'-TF at 289.3 ft.JPG 303. 8 ft. 00:27:53 DAGS SO1 5 ❑ 9 / 12 2 The Mirage at Sailboat Cove -Manh ole 'Mh 16' -Manhole ' Mh 14'-D AGS at 303.8 ft.JPG PACP v 7.0 Inspections and Scoring Page 34 of 59 I Observations Distance Video Ref . PACP Code Continu ous Value Inch es % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 311. 9 ft. 00:28:52 TF 6.000 ❑ 2 / The Mirage at Sailbo at 50% GREASE Co ve -Ma nhol e 'Mh 16' -Manhole 'Mh 14'-TF at 311.9 ft .JP G 331.0 ft. 00:30:40 TF A 6.000 ❑ 2 / Th e Mirag e at Sailboat 80 % GREASE Co ve -Manhole ' Mh 'IV -Manhole 'Mh 14'-TF A at 331.0 ft.JPG 351. 6 ft. 00:31:39 TF 6.000 ❑ 2 / Th e Mirage at Sailboat 50 % GREASE Co ve - Manhole ' Mh 16' -Manhole ' Mh 14'-TF at 351 .6 ft.JPG 389.4 ft. 00:33:40 MWLS 20 ❑ / 2 The Mirage at Sailboat C ove -Ma nhol e 'Mh 16' - Manhol e 'Mh 14'-MWLS at 389.4 ft.JP G 395. 6 ft. 00:34:18 AMH ❑ / Th e Mirage at Sailb oat AT MH 14 Cove - Manhole 'Mh 16' -Manhole 'Mh 14'-A MH at 395.6 ft.JPG 395.6 ft. 00:34:38 DAGS F01 5 ❑ 9 / 12 2 The Mirage at Sailboat C ove -Manhol e 'Mh 16' -Ma nhole 'Mh 14'-DAGS at 395.6 ft.JPG PACP v 7.0 Inspections and Scoring Page 35 of 59 PACP v7 .0 Inspections and Sc oring General Information: Surveyed by: PACP certificate no.: Geo 13/0 number: Work order no.: Sheet number: Direction: D Lo catio n: Drainage area: City: OPA LO CKA Weather: 1 Technology used: Reviewed by: Medr, I bel: Pre -cleaning: J Pipe segment ref .: MH15-MH14 Pipe: Sewer use: Height: SS 8 in. Coating method: Pipe joint le ngth: Measurements: Upstream MH No: Mh 15 Downstream MH No: Mh 14 Total length: 73.3 ft. Reviewer certificate no. Owner: Customer: Project name: The Mirage at Sailboat Cov e Date cleaned: Flow c ontr ol: Start date/time: 20201229 16:18 Purpose: Inspection Status: Consequence of failure: Pr essure value: Street: BLDG 27 NW 17 ST Location c ode: Location details: Width: Shape: Material: Lining method: 8 in. I C 1 PVC Length sur veyed: Year laid: Year renewed: 1 73.3 ft. I 1 Rim to invert: Rim to grade: Grade to invert: Northing: 1 Rim to invert: Rim to grade: Coordinate system: Vertical datum: Additio nal Information: PACP v7.0 Inspections and Scoring Grade to invert: Northing: GPS accuracy: 1 Easting: Elevation: Easting: Ele vation: 1 Page 36 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pip e Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 2 2100 2 .00 0 0 0 0000 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AM H ❑ / Mh 15 0. 0 ft. M WL 5 ❑ / 21.8 ft . 00:03:00 TFA 6.000 ❑ 3 / 38.6 ft. 00:04:29 TF 6.000 ❑ 3 / 56.9 ft. 00:05:15 TF 6.000 ❑ 9 / 61.7 ft. 00:05:37 M W LS 20 ❑ / 2 69.3 ft. 00:06:13 TF 6.000 ❑ 6 / DROP 73.3 ft. 00:08:00 AM H ❑ / The Mirage at Sailboat AT MH 14 C ove -Manhole ' Mh 15' - Manhole ' Mh 14'-AMH at 73 .3 ft.JPG PACP v7.0 Inspections and Sco ring Page 37 of 59 } I i PACP v7.0 Inspections and Scori ng General Informati on: Surveyed by: PACP certificate no.: Geo P/O number: Work ord er no.: Sheet number: Direction: D Location: Drainage area: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: MH-14 TO MH-1 City: Location code: OPA LOCKA I Z Reviewer certificate no. Owner: Customer: Flot ech En virom ental Project name: Start date/time: The Mirage at Sailb oat Cove Date cleaned: 20201230 Inspection Status: Street: BLDG 27 NW 17 ST L ocation details: 20201230 08:31 Flow control: Purpose: P I A Consequence of failure: Pressure value: ( Pipe : Sewer use: He ight: Width: Shape: Material: Lini ng meth od: SS I 8 in. I 8 in. 1 c PV C I I Coating method: Pipe joint length: Total length: Length surveyed: Year laid: Year renewed: I 1 108. 0 ft. I 108.0 ft . I I I Measu rements : Upstream MH No: M H-1 Downstream MH No: MH-14 Coordinate system: Rim to invert: Rim to grade: Grade to invert: Northing: I 1 I 1 1 I Vertical datum: GPS accuracy: I 1 1 Rim to invert: Rim to grade: Addition al Information: M ANHOLE DEPTH 8 FEET PACP v7.0 Inspe ction s and Scoring Grade to invert: Northing: Easting: Elevation: Easting: Elevation: Page 38 of 59 i Pipe Ratings i Grade Structural: Amount of Segment Pipe Quick Defects Grade Rating Rating Pipe Rating Index O&M: Amo unt of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Pipe Rating Overall: Pipe Rating Index LoF Risk 1 0 0 0 0000 0 0 0 0000 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Re f. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location lst 2nd At/Fr om To Remarks 0.0 ft. AMH D 1 MH-1 0. 0 ft. M WL 5 ❑ / 19. 2 ft. 00:05:01 MGP ❑ / The Mirage at Sailb oat Cov e-A MH 'MH-1'-A MH 'MH-14'- MGP at 19 .2 ft.JPG 108.0 ft. 00:14:37 AMH ❑ / The Mirag e at Sailboat AT MH 1 Cove-AMH 'MH-1'-AMH 'MH-14'-AMH at 108.0 ft.JPG PA CP v7. 0 Inspectio ns and Scoring Page 39 of 59 PACP v7.0 Inspe cti ons and Sc ori ng General I nformation: Surveyed by: Geo P/O number: PACP certificate no .: Reviewed by: Work order no.: Sheet number: Weather: 1 Direction: Technology used: D I Location: Drainage area: City: OPA LOCKA Media label: Pre -cleaning: Pipe segment ref.: MH-22 TO MH-1 Pipe: Sewer use: SS Coating method: Location code: Height: Width: 8 in . I 8in. Pipe joint length: Total length: 92.7 ft. Reviewer certificate no. Owner: Customer: 1 Project name: Start date/time: The Mirage at Sailb oat Cov e I 20201230 09:59 Date cleaned: Flow control: P urpose: 20201230 1 1 Inspection Status: Consequence of failure: Pressure value: I i Stre et: 14331NW 16TH CT EXIT OF THE COMUNITY Location details: EXIT Shape: Length surveyed: 92 .7 ft. Material: Lining method: PVC Year laid: Year renewed: 1 M eas ure ments: Upstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: MH-1 1 1 1 Downstream MH No: I Rim to invert: 1 Rim to grade: I Grade to invert:l Northing: 1 Easting: I Elevation: M H-22 Coordinate system: Vertical datum: GPS accuracy: I I Addition al In formation: MH DEPTH 8 FEET 1 PA CP v7.0 Inspections and Scoring Page 40 of 59 Pipe Ratings Grade Structural: Amount of S egment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 2 2 4 2112 1 .33 0 0 0 0000 4 1 .33 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inch es % Joint Circumf erential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0.0 ft. A MH ❑ / MH-1 0.0 ft. MWL 5 D / 8.0 ft. 00:01:33 M GP ❑ / The Mirage at Sailboat C ove- AMH 'MH-1'- AMH 'MH-22'-MGP at 8 .0 ft.JPG 22.7 ft. 00:03:04 MG P ❑ / The Mirage at Sailboat GREASE Co ve-A MH 'MH-1'-A MH ' MH-22'-MGP at 22.7 ft.JPG 45. 1 ft. 00:04:49 JSM ❑ / _ The Mirage at Sailboat Co ve-AMH 'MH-1'-AMH ' MH-22'-JS M at 45.1 ft.JPG 53. 3 ft. 00:06:15 M GO ❑ / The Mirage at Sailboat GREASE Co ve-AMH ' MH-1'-AMH 'MH-22'- MGO at 53 .3 ft.JP G 72.5 ft. 00:07:44 JSM ❑ / - The Mirag e at Sailboat Cove- AMH 'MH-1'-AMH 'MH-22'-JSM at 72.5 ft.JPG PACP v7. 0 Inspe ctions and Scoring Page 41 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inch es % Joint Circumf er ential Rating Image Ref. R emarks (mm) Location 1st 2nd At/From To 81. 2 ft. 00:08:38 J OL ❑ / 2 Th e Mirage at Sailboat Co ve-AMH 'MH-1'-AMH 'MH-22'-JOL at 81.2 ft .JPG 92.7 ft. 00:10:54 MGP ❑ / The Mirage at Sailboat DUE TO THE OFFSET JOINT Cove-AMH ' MH-1 -AMH DID NOT PASS THE 'MH-22'-MGP at 92.7 CA MERA ft.JPG 92.7 ft. 00:11:21 AMH ❑ / The Mirage at Sailb oat AT MH-1 Co ve-A MH ' MH-1'-A MH ' MH-22'-AMH at 92 .7 ft.JPG PACP v7. o Inspections and Scoring Page 42 of 59 1 i 1 PACP v7.0 Inspections and Scori ng General Informati on: Surveyed by: PACP certificate no.: Ge o P/0 number: Reviewed by: Work order no.: Media late -l: Sheet number: Weather: 11 Direction: Technology used: D I Pre -cleaning: J Reviewer certificate no . Owner: Cust omer: Flotech Enviromental I Project name: The Mirag e at Sailboat C ove Date cleaned: 20201230 Inspection Status: Location: Drainage area: Pipe segment ref.: Street: M H-2 TO MH-1 BY LIFT STATION City: Location code: O PA LO CKA Z Pipe : Sewer use: SS Co ating method: M easurements: Upstre am MH No: M H-1 Height: 8 in. Pipe joint length: Downstream MH No: MH-2 Coordinate system: NJidth: 8 in. Total length: 21.2 ft. Location details: Flow control: P Consequence of failure: Start date/time: 20201230 10:32 Purpose: A Pressure value: Shape: I C Length surveyed: 21.2 ft. Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to inv ert: Rim to grade: Grade to invert: N orthing: Easting: Elevation: Vertical datum: GPS accuracy: Additional In formation : 9 FEET OF DEPTH PACP v7. 0 Inspections and Scoring Page 43 of 59 Pipe Ratings Grade 1 2 3 4 5 Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index 1 0 0 0 0 1 0 0 0 0 1 1100 O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating L oF Risk Defects Grade Rating Rating Index Index 0 0 0 0 0 0 0 0 0 0 0 0000 Observations 1 Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ / MH-1 0.0 ft. M WL 5 El / 11.8 ft. 00:01:07 JOM 0 / - Th e Mirag e at Sailboat C ove-AMH ' MH-1'-AMH 'MH-2'-JO M at 11.8 ft.JPG 21. 2 ft. 00:04:00 AMH 0 / The Mirage at Sailboat AT MH-1 Co ve-AMH 'MH-1'-A MH 'MH-2'-A MH at 21 .2 ft.JP G PA CP v7.0 Inspections and Scoring Page 44of59 1 PACP v7 .0 Inspecti ons and Scoring General I nformation: Surveyed by: PACP certificate no .: G eo Reviewed by: P/O number: Work order no.: Media label: Sheet number: Weather: Pre -cleaning: 1 Directio n: Technology used: D I Location: Drainage area: Pipe segment ref .: Street: I MH-3 TO MH-2 j NEAR LIFT STATION NW 17ST Location code: Location details: Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mirage at Sailboat Cove Date cleaned: Flow control: N 20201230 10:56 Purpose: A Inspection Status: Consequence of failure: Pressure value: City: OPA LOCKA Pipe: Sewer use: Height: SS I 8 in. Coating method: Pipe joint length: Measure ments: Upstream Iv1H No: M H-3 Downstream MH No: M H-2 Coordinate system: Width: 8 in. Total length: 101.2 ft. Rim to invert: Rim to invert: Shape: C Length surveyed: 101.2 ft. Material: Pvc Year laid: Rini to grade: Grade to invert: N orthing: Rim to grade: Grade to invert: Northing: J I Vertical datum: GPS accuracy: I � Addition al In formation: DEPTH OF MANHOLE 12 FEET PACP v7.0 Inspectio ns and Scoring Lining method: Year renewed: Easting: Elevation: Easting: Elevati on: Pag e 45 of 59 i I I Pipe Ratings Grade 1 2 3 4 5 Structural: Amount of Segment Pipe Defects Grade Rating 0 0 0 0 0 0 0 0 0 0 0 O&M: Quick Pipe Rating Amount of Segment Pipe Rating Index Defects Grade Rating 0000 0 0 0 0 0 0 0 0 0 0 0 Quick Pipe Rating Rating Index 0000 Observations Overall: Pipe Rating Pipe Rating L oF Risk Index 0 Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Locati on 1st 2nd At/From To 0. 0 ft. AM H ❑ / MH-3 0.0 ft. MWL 5 ❑ / 41.8 ft. 00:04:08 TFA 6.000 ❑ 1 / Th e Mirage at Sailboat Co ve- AMH ' MH-3'- AMH 'MH-2'-TFA at 41.8 ft .JP G 68.5 ft. 00:06:16 TFA 6.000 ❑ 1 / The Mirag e at Sailboat Cove-AMH ' MH-3'-A MH ' MH-T-TFA at 68 .5 ft .JPG 90.9 ft. 00:08:44 TFA 6. 000 ❑ 1 / The Mirage at Sailboat Co ve-AMH 'MH-3'-AMH 'MH-2'-TFA at 90.9 ft.JPG 101.2 ft. 00:10:49 AM H ❑ / The Mirage at Sailboat AT MH-1 Cove-AMH 'MH-3'-AMH ' MH-2'-AMH at 101.2 ft .JPG PACP v7.0 Inspections and Sco ring Page 46 of 59 PACP v7.0 Insp ections and Scoring General Informatio n: Suveyed by: PACP certificate no.: Geo P/O number: Sheet number: Direction: D Location: Drainage area: City: OPA LOCKA Reviewed by: Work order no .: Media label: Weather: Pre -cleaning: 1 1 Technology used: Pipe segment ref.: MH-20 TO MH-19 Pipe : Sewer use: Height: SS 1 8 in. Coating method: Pipe joint length: Me asurements: Upstream MI-i No: MH-20 Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mir age at Sailb oat Cov e 20201230 12:48 Date cleaned: 20201230 Inspection Status: Flow control: Purpose: N A Consequence of failure: Pressure value: Street: BUILDING 35 NW 142ND TERRACE Location code: Location details: Width: 8 in. Total length: 121. 9 ft. Shape: Material: Lining method: 1 C 1 PVC i Length s urveyed: Year laid: Year renewed: 1 121.9 ft. 1 Rim to invert: Rim to grade: Do wnstream MH No: Rim to invert: MH-19 Coordinate system: Vertical datum: Grade to invert: Northing: Easting: Elevation: 1 Rim to grade: Grade to invert: Northing: Easting: Ele vation: 1 I GPS accuracy: A dditional Information: DEPTH FOR MANHO LE 3 FEET 1 PACP v7.0 Inspe ctions a nd Scoring Page 47 of 59 Pipe Ratings Grade Structural: O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade R ating Rating Index Def ects Grade Rating Rating Index Index 1 0 0 0 0000 0 0 0 0 0 0000 0 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % J oint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To 0.0 ft. AM H ❑ / Remarks MH-20 0.0 ft. M W L 5 ❑ / 16. 8 ft. 00:02:49 TFA 6.000 ❑ 1 / The Mirage at Sailb oat Cove-A MH 'M H -20' -AM H 'MH-19'-TFA at 16 .8 ft.JPG 28.1 ft. 00:04:03 TFA 4.000 ❑ 9 1 The Mirage at Sailb oat C ove-AMH 'M H -20' -A M H 'MH-19`-TFA at 28.1 ft.JPG 34.9 ft. 00:05:04 TFA 3. 000 ❑ 3 / The Mirage at Sailb oat Cove-A MH 'MH-20'-A MH 'MH-19`-TFA at 34 .9 ft .JPG 37.0 ft. 00:06:00 TFA 3.000 ❑ 9 / The Mirag e at Sailboat C ove-AMH 'M H -20' -AM H 'MH-19'-TFA at 37.0 ft.JPG PACP v7. 0 Inspections and Scoring Page 48 of 59 i 1 a Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 57. 4 ft. 00:07:34 TFA 3.000 0 3 / Th e Mirage at S ailboat Cove-AMH 'MH-20'-AMH 'MH-19'-TFA at 57.4 ft .JP G 66.8 ft. 00:08:33 TFA 3.000 0 9 / The Mirage at Sailb oat C ove-A MH 'MH-20'-AMH 'MH-19'-TFA at 66.8 ft.JPG 75.3 ft. 00:09:39 TFA 3 .000 ❑ 1 / Th e Mirage at Sailboat Cove-A MH ' MH-20'-A MH 'MH-19'-TFA at 75.3 ft.JP G 95. 7 ft. 00:12:32 TFA 3.000 ❑ 1 / The Mir age at Sailb oat Co ve-AMH 'MH-20'- AMH 'MH-19'-TF A at 95.7 ft.JPG 121.9 ft. 00:14:04 AM H ❑ / The Mirage at Sailboat AT MH-19 Cove-A MH 'MH-20'-A MH ` MH-19'-AMH at 121 .9 ft.JPG PACP v7.0 Inspections and Scoring Page 49 of 59 PACP v7 .0 I nspecti ons and Scoring General Information: Surveyed by: PACP c ertificate no.: Geo P/O number: Sheet number: Direction: D Reviewed by: Work order no .: Media label: Weather: 1 Technology used: Pre -cleaning: H Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mirage at S ailboat Cove Date cleaner,: 20201230 Inspection Status: Flow control: N 20201230 13:26 Purpose: A Consequence of failur e: Pressur e value: Location: Drainage area: Pipe segment ref .: Street: I MH-19 TO MH-18 I BUILDING 34 NW 142ND TERRACE City: OPA LOCKA Pipe : Sewer use: SS Coating method: He ight: 8 in. Pipe joint length: Location code: Location details: Width: 8 in. Total length: 105. 0 ft. Shape: Material: C PVC Length surveyed: 105.0 ft . Lining method: Y ear laid: Year renewed: Measure ments: Upstream MH No: Rim to invert: I Rim to grade: 1 Grade to inv ert: Northing: Easting: Elevation: MH-19 f Downstream MH No: I Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: MH-18 Coordinate system: Vertical datum: GPS accuracy: Additional Information: MAN HOLE DEPTH 4 FEET PACP v7. 0 Inspections a nd Sco ring Page 50 of 59 1 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Am ount of Segment Pipe Quick Defects Grade Rating Rating I Overall: Pipe Rating 'Pipe Rating Pipe Rating LoF Risk Index Index 1 0 0 0 0000 0 0 0 0000 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0.0 ft. A MH ❑ / MH-19 0.0 ft. M WL 5 ❑ / 6.6 ft. 00:03:34 TF 3.000 ❑ 10 / The Mirage at Sailboat Cov e-A MH 'M H -19' -A M H 'MH-18'-TF at 6.6 ft.JPG 8.3 ft. 00:05:06 TF 3. 000 0 1 / The Mirage at Sailboat Cove-AMH 'MH-19'-AMH 'MH-18'-TF at 8.3 ft.JPG 23.3 ft. 00:07:13 TFA 3.000 ❑ 1 1 The Mirage at Sailboat Cove-A MH `MH-19'-AMH 'MH-18'-TFA at 23.3 ft.JP G 39.8 ft. 00:08:16 TFA 3.000 0 11 / The Mirage at Sailboat Co ve-A MH 'M H -19' -AM H 'MH-18'-TFA at 39.8 ft.JPG 41. 5 ft. 00:08:49 TFA 3. 000 0 12 / Th e Mirage at Sailboat Cove-AMH 'M H-19'-AMH 'MH-18'-TFA at 41.5 ft.JPG PA CP v7. 0 Inspections and Scoring Page 51 of 59 1 1 I Observations Distance Video Ref. PACP C ode Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 63. 8 ft. 00:10:00 TFA 4.000 0 1 / The Mirage at Sailboat C ove-AMH ' MH-19'-AMH ' MH-18'-TFA at 63 .8 ft.JPG 65.7 ft. 00:10:37 TFA 3.000 ❑ 11 / The Mirage at Sailboat Cove-AMH ' MH-19'-AMH ' MH-18'-TFA at 65.7 ft.JPG 79.9 ft. 00:11:45 TFA 3.000 ❑ 11 / The Mirage at Sailb oat Cove-A MH ' MH-19'-AMH 'MH-18'-TFA at 79.9 ft .JPG 81. 8 ft. 00:12:45 TFA 3.000 0 2 / The Mirag e at Sailboat C ove-A MH 'MH-19'-A MH 'MH-18'-TFA at 81 .8 ft .JPG 105.0 ft. 00:14:13 AM H 0 / The Mirage at Sailboat AT MH-18 Cove-A MH 'MH-19'-AMH 'MH-18'-AMH at 105.0 ft.JPG PACP v7.0 Inspections and Scoring Page 52 of 59 PACP v7.0 Inspections and Scoring General Information: Surveyed by: PACP certificate no.: Geo P10 number: Work order no.: Sheet number: Direction: D Location: Drainage area: City: O PA LOCKA Weather: 1 Technology used: Reviewed by: Reviewer certificate no . Owner: Customer: Media label: Project name: Pre -cleaning: J Pipe segment ref.: MH-18 TO MH-17 Pipe: Sewer use: SS Coating method: Measurements: Upstream MH No: M H-18 Height: 8 in. Pipe joint length: Location code: The Mirage at Sailboat C ov e Date cleaned: 20201230 Inspection Status: Flow control: Consequence of failure: Street: BUILDING 33 NW 142ND TERR ACE Start date/time: 20201230 14:10 Purpose: A Pressure value: Location details: Width: Shap e: Material: 8 in. 1 C 1 PVC Total length: Length surveyed: Year laid: 1 115.9 ft. 1 115.9 ft. I Rim to invert: Rim to grade: Grade to invert: Northing: Lining method: Year renewed: Easting: Elevation: 1 Downstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: MH-17 1 1 1 1 1 Coo rdinate system: Vertical datum: GPS accuracy: I I Additional In formation: MANHOLE DEPTH 4FEET I PA CP v7.0 inspection s and Scoring Page 53 of 59 I Pipe Ratings Grade 1 2 3 4 5 Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index 0 0 0 0 0 0 0 0 0 0 0 0000 O&M: Amount of Segment Pipe Defects Grade Ratin 0 0 0 0 0 0000 0 0 0 0 g Quick Pipe Rating Rating Index 0 0 Observations Overall: Pipe Rating Pip e Rating LoF Risk Index 0 Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 0.0 ft. AMH 0 MH-18 0.0 ft. MWL 5 0 / 23. 8 ft. 00:01:23 TFA 3.000 ❑ 2 / The Mirag e at S ailboat Cove- AMH 'MH-18'- AMH 'MH-17'-TF A at 23.8 ft.JPG 43.3 ft. 00:02:37 TFA 3.000 0 1 / The Mirage at Sailboat C ove-AMH ' MH-18'-A MH ' MH-17'-TF A at 43.3 ft.JPG 63.7 ft. 00:03:41 TFA 3.000 ❑ 1 / The Mirage at Sailboat C ov e-A MH 'MH-18'-AMH 'MH-17'-TFA at 63.7 ft .JPG 83.8 ft. 00:04:48 TFA 3.000 ❑ 1 / The Mirage at Sailb oat Co ve-AMH ' MH-18'-AMH 'MH-17'-TFA at 83 .8 ft.JPG PACP v7.0 Inspections and Scoring Page 54 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 115.9 ft. 00:10:54 AMH ❑ / The Mirage at Sailb oat AT MH-17 Cove-AMH 'M H -18' -A M H 'MH-17'-AMH at 115 .9 ft.JPG PACP X7.0 Inspections and Scoring Page 55 of 59 PACP v7.0 Inspections a nd Sc oring General Inf ormation: Surveyed by: Geo P/O number: W ork order no,: Sheet number: Weather: 1 Direction: D Techn ology used: PACP certificate no .: Reviewed by: Reviewer certificate no. Owner: Customer: Media label: Project name: Pre -cleaning: J The Mirage at Sailboat Cov e Start date/time: 20201230 14:51 Date cleaned: Flow c ontrol: Purpose: 20201230 1 P A Inspection Status: Consequence of failure: Pressur e value: I I Loca tion: Drainage area: Pipe segment ref .: Street: M H-17 TO MH-16 1 BUILDING 32 MW 142ND TERRACE City: OPA LOCKA Location code: Location details: I I 1 Pipe: Sewer use: Height: Width: SS 1 8 in. 1 8 in. Coating method: Pipe joint length: Total length: 1 F 203.1 ft. Me asuremen ts: Upstream MH No: MH-17 Downstream MH No: M h-16 Coordinate system: Shape: B Length surveyed: 203.1 ft . Material: PVC Year laid: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: I 1 Rim to invert: Rim to grade: Grade to invert: Northing: Easting: 1 1 1 1 Vertical datum: GPS accuracy: 1 Lining method: Year renewed: Elevation: Elevation: Additio nal Info rmation : M ANHOLE DEPTH 6FEET PACP v7.0 Inspections and Scoring Page 56 of 59 f I Pipe Ratings Grade Structural: Amount of Segment Pip e Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Defects Grade Rating Rating Pipe Rating Pip e Rating Index Overall: Pip e Rating Index LoF Risk 1 0 0 0 0000 0 0 0 0000 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AM H ❑ / MH-17 0.0 ft. MWL 5 0 / 7.3 ft. 00:02:40 TFA 3.000 0 12 / The Mirage at Sailboat Cove-A MH 'MH-17'-Manhole 'Mh-16'-TFA at 7.3 ft .JPG 29. 4 ft. 00:04:01 TFA 3.000 ❑ 1 1 The Mirage at Sailboat Cove-A MH 'MH-17'-Manhole 'Mh-16'-TFA at 29.4 ft.JPG 31. 4 ft. 00:04:43 TFA 3.000 ❑ 11 / The Mirage at Sailb oat Cove-AMH 'MHAT-Man hole 'Mh-16'-TFA at 31 .4 ft .JPG 48.2 ft. 00:06:05 TFA 3.000 ❑ 1 / The Mirage at Sailboat Co ve- AMH 'MH-17'-Manhole ' Mh-16'-TFA at 48 .2 ft.JPG PA CP v 7. 0 Inspe ctions and Scoring Page 57 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % (mm) 1st 2nd Joint Circumferential Rating Location At/From To Image Ref. Remarks 50.2 ft. 00:06:46 TFA 3.000 ❑ 11 / The Mirage at Sailboat C ov e-AMH 'MH-17'- Manhole 'Mh-16'-TFA at 50 .2 ft.JPG 68.8 ft. 00:07:45 TFA 3 .000 ❑ 1/ The Mirage at Sailb oat Cove-A MH 'MH-17'-Manhole 'Mh-16'-TFA at 68.8 ft .JP G 70. 8 ft. 00:08:15 TFA 3.000 0 12 / The Mirage at Sailb oat Co ve-A MH 'MH-17'-Manhol e ' Mh-16'-TFA at 70.8 ft.JP G 88. 3 ft. 00:09:08 TFA 3.000 O 1/ The Mirage at Sailb oat Cov e- AMH ' MH-17'-Ma nh ole 'Mh-16'-TFA at 88.3 ft .JPG 90.4 ft. 00:10:01 TFA 3. 000 ❑ 11 / The Mirag e at Sailboat Co ve-AMH ' MH-17'-Manh ole 'Mh-16'-TF A at 90.4 ft.JP G 114.0 ft. 00:11:27 TFA 3.000 O 11 / The Mirage at Sailboat C ove-AMH ' MH-17'-Manh ole ' Mh-16'-TFA at 114.0 ft .JPG 133.6 ft. 00:13:39 TFA 3.000 O 1/ Th e Mirag e at Sailbo at Cove-A MH 'MH-17'-Manhole 'Mh-16'-TF A at 133.6 ft.JPG PACP v7.0 Inspections and Scoring Page 58 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % J oint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd . At/From To 155.8 ft. 00:15:28 TFA 3.000 ❑ 1 / The Mirage at Sailboat C ove-A MH 'MH-17'-Manhole 'Mh-16'-TFA at 155 .8 ft.JPG 157.6 ft. 00:16:26 TFA 3.000 ❑ 11 / The Mirage at Sailb oat Co ve-AMH 'MH-17'- Manhole 'Mh-16'-TFA at 157 .6 ft.JP G 167. 4 ft. 00:17:18 TFA 3.000 0 11 / The Mirag e at Sailboat Cove-A MH ' MH-17'-Manhole 'Mh-16'-TFA at 167.4 ft .JPG 169. 3 ft. 00:18:44 TFA 3.000 ❑ 1 / The Mirage at Sailb oat C ove-AMH 'MH-17'-Ma nhole 'Mh-16'-TFA at 169.3 ft .JPG 189.5 ft. 00:20:33 TFA 3.000 0 11 ! The Mirage at Sailboat Co ve-AMH ' MH-17'-Manhole 'Mh-16'-TFA at 189 .5 ft .JPG 191.2 ft. 00:21:07 TFA 3.000 0 11 / The Mirage at Sailboat C ove-AMH ' MH-17'-Manhole 'Mh-16'-TF A at 191.2 ft.JPG 203.1 ft. 00:22:33 AMH ❑ / Th e Mirage at Sailbo at AT MH-16 C ove-A MH 'MH-17'-Manhole 'Mh-16'-AMH at 203.1 ft.JPG PACP v7.0 Inspections and Scoring Page 59 of 59 JOTSAL +.T JCISUaL7r 1111: ff''TF ld 1"°:] 1L'lt w it ;4-Q c3 t. 4- J..1 • .,* rl. 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Ito r71 T :1 uoTsuaU911 potJ :11 .C.1:1 1XTJ aToyUe4 - 14N ����. . . , " " o n v . _ k . j : 4 I L I ( _ J " 4 4 L a ( ) 4 - 5 F . - 4 - - a i 5 4 1 4 , - " - " t t U a L. _ .. f 4 IL) I [ I LI (V1 IV 4} 4_I •. •.• 1 iC. 1-- II •••$ if) 1.1 1 t f "i► .5 LLr in o 0 ♦J t, u b- [__) I.► Oe: CIr t4. ) .. t -sr Li ' ''' to t C'ti .t_r b. --4 .514 I$1 i ^ . JOTS [. , r r 1 § r7 rc X T] *,-47' Jr }\ j ( ( 71J :4:RJ d*1 i i I u F-- e__t —1 L -1•• . c- L� u --4 411 et! 0 0 IW Oc G u tat — T d o La. 4 [+ CU !.l r C:'._ L1 Tl e -r R1 rA a-1 I..4 • . —4 l , I l_ I. RI L_ CI 0 0 • 2= lI. a.) • • Dal 1• 4 41.1 1 r 0-3 u V �`. in 0 0 y _,-� l 1= J :CI 'f7CTJ •got 0 E :tea, pCJ 'a: c:o�'JE��'� OWNER'S AFFIDAVIT BEFORE ME, the undersigned authority, personally appeared /k/4N' 4 • UI0116,/ ("Affiant"), who, being by me first duly sworn, on oath, deposes and says: 1. Affiant is the weer or [ ] duly authorized agent representing the property located at situated in the County of Miami -Dade County and State of Florida, as more particularly described in Exhibit "A", attached hereto and made a part hereof (the "Property"). Affiant does not know of any facts by reason of which the title to or possession of the Property might be disputed or questioned, or by reason of which claim to the Property might be asserted adversely, including, but not limited to, tenancies or leases of the Property or parties in possession thereof. 2. Affiant says that to Affiant's own personal knowledge, all labor and materials furnished and used in connection with improvements made upon that portion of the Property over which the Affiant has conveyed or will convey an easement for utility improvements (the "Easement Premises") to the City of Opa-locka, a Florida municipal corporation (the "City") have been paid for in full to date, and that there are 110 unpaid bills for labor performed or materials furnished in connection with such improvements upon the Easement Premises, and that Affiant does not know of any person, firm or corporation who has or claims to have any lien against the Easement Premises for labor performed or materials furnished in connection with improvements within the past 90 days, or at any time; and that Affiant has not and will not execute any instruments that would adversely affect title or interest in the water and sewer utility improvements transferred or to be transferred to the City, or title or interest in the easement interest granted or to be granted to the City over the Easement Premises. 3. Affiant understands that this Affidavit will be relied upon by the City in taking title to the utility facilities conveyed pursuant to the Bill of Sale. Signature STATE OF ft U 14-1 9 ft COUNTY OF Ni) A. ry' 1 - *nil A . Scarf 4/414 42 Print N neifitle The foregoing instr uunent was acknowledged before me this / 0 day of F 1 i(iL (2021, by (Li laN) ciDPIPn/ ,as ,for ,whois() personally known to me or ( ) proven by producing the following identification 11.'11 A '.`( : 04 Notary Public State of Florida Kathleen Mary Haggerty = My Commission NH 04912 o Expires 09/30/2024 CYJL..Lr Notary Signature ,A-74-11 0\1 Print Name of Notary AlcDro-y- EXHIBIT "A" LEGAL DESCRIPTION ATTORNEY'S AFFIDAVIT STATE OF -F/641/7,1 - COUNTY OF /1/�/ - Pia -PC - BEFORE ME, the undersigned authority, on this /v y of -f )5/ef.,1 -rt , 2021, personally appeared _r� T1t- + ,t/- Og-✓/5 , who is to me well known, and having been sworn upon oath, deposes and states: 1. My name is - e014 r7N/Q , I am over the age of twenty-one (21) years, am otherwise sui juris, and have personal knowledge of the facts asserted herein. 2. I am a licensed attorney, Florida Bar # 306 `% , authorized to practice law in Florida and am currently practicing law in the State of Florida. My business address is ,4xs, vV Poc Pt P LL C 305 , /3 F . My business telephone number is . My business mailing address is 3. This Affidavit is given as an inducement to the City Commission of the City of Opa-locka, Florida, as the governing body of City of Opa-locka, to accept the dedication or conveyance of all of the Potable Water, And Wastewater for sewer service facilities, mains, pumps, connection, pipes, valves, meters and equipment installed within granted easements and rights -of -way thereof located within or upon the real property described in the attached Exhibit "A", which is incorporated herein by reference, said land being located in Miami -Dade County, Florida. 4. The Affiant has examined record title information to the underlying real property and the utility facilities being conveyed to the City referenced in this affidavit, including but not limited to, information requested from the Florida Secretary of State relative to any Uniform Commercial Code financing statements. 5. The record owner of the underlying real property described herein is 4,1tac t' '(1{ ve/61, .ttri-r Ltd. [full legal name of owner as it appears in title information; if owner is an entity, make reference to the laws of the state or jurisdiction under which entity was created and presently operates] (hereinafter "Owner"). The Owner acquired record title to the subject real property by instrument recorded at Official Records Book 1 ,3?pn, at Page [official record book and first page of instrument where owner acquired title], Public Records, Miami -Dade County, Florida. [INSTRUCTION: If the record owner is an entity, the Affiant must indicate that he has examined corporate or partnership information obtained from the jurisdiction under which the entity was created and presently operates, that the entity is current and active within said State or jurisdiction, that the entity is currently authorized to do business in the State of Florida, and identify the exact name and title of the persons authorized to execute the instruments on behalf of that entity in conjunction with the conveyance of the subject real and personal property. Pursuant to Section 689.071, Florida Statutes, If the record owner is a trustee, the Affiant shall state that the Trustee has full power and authority to execute instruments of conveyance on behalf of the Trust and, if applicable, incorporate by reference and attach supporting documentation.] [If the record owner is an individual, the Affiant must state the marital status represented to the Affiant by the individual and, if married, state whether the real property is or is not homestead property. If the utility facilities being conveyed are located wholly within public right-of-way, the Affidavit should state that fact.] 6. The Affiant attests that the record owner(s) has the ability and right to convey, to the City of Opa-locka and its successors and assigns by good and sufficient Warranty Deed, all pumping facilities or other utility facilities for which the City of Opa-locka requests a fee conveyance and by a good and sufficient Utility Easement for all other facilities thereof located within or upon the real property described in the attached Exhibit "A". Said easement shall grant the City of Opa-locka a perpetual right, easement and privilege to own, operate, maintain, repair and replace Potable Water, and Wastewater Sewer Service mains, connections, pumps and meters within granted easements. Developer shall also secure from each mortgagee and lienor a release or subordination of mortgagee's and lienor's interest in the deed or easement and fixtures thereon. 7. The Affiant attests that the record owner(s) has the ability and right to transfer in fee simple to the City of Opa-locka by Bill of Sale, all Developer's right, title and interest in and to all of the Potable Water, and Wastewater Sewer Service facilities, mains, pumps, connection, pipes, valves, meters and equipment installed within granted easements and rights -of -way thereof located within or upon the real property described in the attached Exhibit "A", for the purpose of supplying Potable Water, and Wastewater Sewer Service within the Property. The Bill of Sale shall include the contractor's certifications stating the cost of the installations due under this Agreement. 8. Title to the subject utility system(s) or portions) thereof and/or easement(s), if any, being conveyed to the City is not encumbered of record. OR Title to the utility system(s) or portion(s) thereof and/or easement(s) being conveyed to the City is encumbered by the following instruments of record: 1. [describe recorded instrument that imposes security interest against title to the facilities] to [list name of the mortgagee(s)] , dated , , and recorded at O.R. Book , Page et seq., Public Records of Miami -Dade County. Mortgage, Assignment of Rents and Security Agreement from Developer to City National Bank of Florida dated August 27, 2020 and recorded in Book 32078, Page 299 in the Public Records of Miami Dade County Assignment of Leases, Rents and Otherl erty from Developer to City National Bank of Florida dated August 27, 2020 and recorded in Book 32078, Page 329 in the Public Records of Miami Dade County UCC-1 recorded in Book 32078, Page 295, Public Records of Miami -Dade County UCC-1 filed as Instrumnet Number 20200476448X in the Florida Registry 2. UCC-1, recorded at O.R. Book , Page , Public Records of Miami -Dade County. [INSTRUCTION: The Affiant must list each mortgage, assignment of rents and profits, UCC- 1(s) or other security instrument that impress a security interest that could negatively affect conveyance of good title to the utility system(s) or portion(s) thereof and/or easement(s), if any, being conveyed to the City. If marketable title to the utility system(s) or portion(s) thereof and/or any easement(s) being conveyed is encumbered by any such recorded instrument, the Affiant shall describe the respective security instrument, including the book and first page where the security instrument has been recorded. It is not necessary to attach a copy of any such document to the Affidavit. This Affidavit must list each security interest that is listed in the Owner's Affidavit, and each such security interest must be subordinated. Do not list a Notice of Commencement or Reservation of Mineral Rights, etc., because such instruments do not negatively affect marketable title to the utility system(s) or portion(s) thereof and/or easement(s) being conveyed to the City. If all of the utility facilities being conveyed to the City are located in public right-of-way, do not list mortgages, etc., if they do not encumber after acquired property that is located in public right-of-way. Claims asserted under Chapter 713, Florida Statutes, must be "transferred to security" pursuant to Section 713.24. Florida Statutes. or other adequate security acceptable to the City Attorney must be provided to the City before the City will grant preliminary acceptance of title to such facilities. 8. Affiant further states that the information contained in this Affidavit is true, correct and current as of the date this Affidavit is given. [INSTRUCTION: Unless the time period is extended by staff for good cause in the specific instance, per Ordinance or applicable resolution, the date of this Affidavit should not be dated earlier than sixty (60) days prior to the submittal of legal documents pertaining to Utility Conveyance to the City of Opa-locka to consider preliminary acceptance of the subject utility system(s) or portion(s) thereof documents.] FURTHER AFFIANT SAYETH NAUGHT. DATED this /off day of Attorney/Affiant' s Signature �Y ,201-/ Attorney/Affiant's Name SUBSCRIBED AND SWORN to before me this /'D ay of , 20 by S ;''1 , who is personally known to me a(s OR who produced identification Type of Identification Produced Notary Public My Commission Expires: NicILY Printed, Typed or Stamped Name of Notary Notary Public State of Florida Kathleen Mary Haggerty Ai My Commission HH 049182 or le Expires 09/30/2024 RESOLUTION #03-6540 WARRANTY This Warranty hereby made and entered into this 5 1-j> day of Eekuo,21L , 20a 1, by SAILBOAT TH DEVELOPMENT, LLC, A FLORIDA LIMITED LIABILITY COMPANY, whose mailing address is: 2121 NW 2 Avenue, Suite 205, Miami, FL 33127, who does warrant to City of Opa.Locka ("CITY") and the CITY OF OPA-LOCKA PUBLIC WORKS DEPARTMENT ("DEPARTMENT") the property described below to be free from defects in materials and workmanship for a period of TWO (2) years from the date hereof: All water and sewer facilities built and constructed to serve Mirage at Sailboat Cove, City Resolution No. 03-6540, Miami -Dade County, Florida, as shown on ExhIBIT "A" attached hereto and made a part hereof and as more particularly described in Exhibit "B" attached hereto and made a part hereof. The undersigned shall at no cost to the CITY and DEPARTMENT, repair, replace, or otherwise remedy such defects to the full and complete satisfaction of the CITY and the DEPARMENT. IN WITNESS WHEREOF, the undersigned has executed this warranty by its duly authorized officers or representatives on the day and year above written. WITENESSETH: Signature trot 6-1 SAILBOAT TH DEVELOPMENT, LLC, A Honda Limited Liability Company BY Print Name 9 Signature of Managing Member Signature V Print Name M1'.00&cam Meal Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE �t — The foregoing instrument was acknowledged before me this 5 day of 1E8I2L)Ir'LI , 20a ( by qv (L\ At'J A. S'i D m AN as Managing Member, of SAILBOAT TH DEVELOPMENT, LLC, A FLORIDA LIMITED LIABILITY COMPANY. He/She is personally known to me or produced as identification and did/did not take an oath. V/�l/77✓ 0 'L - NOTARY PUBLIC KATI-tL,E6N) MAcv 1--AG6EE7)' I H-1 0 y / goZ PRINT NAME P Notary Pubic State of Florida Kathleen Mary Haggerty My Commission HH 049182 dr Expires 09/30/2024 SERIAL NUMBER RESOLUTION #03-6540 WARRANTY This Warranty hereby made and entered into this 5 day of FEekUAC)L , 20a 1, by SAILBOAT TH DEVELOPMENT, LLC, A FLORIDA LIMITED LIABILITY COMPANY, whose mailing address is: 2121 NW 2 Avenue, Suite 205, Miami, FL 33127, who does warrant to City of Opa-Locks ("CITY") and the CITY OF OPA-LOCKA PUBLIC WORKS DEPARTMENT ("DEPARTMENT") the property described below to be free from defects in materials and workmanship for a period of TWO (2) years from the date hereof: All water and sewer facilities built and constructed to serve Mirage at Sailboat Cove, City Resolution No. 03-6540, Miami -Dade County, Florida, as shown on ExhIBIT "A" attached hereto and made a part hereof and as more particularly described in Exhibit "B" attached hereto and made a part hereof. The undersigned shall at no cost to the CITY and DEPARTMENT, repair, replace, or otherwise remedy such defects to the full and complete satisfaction of the CITY and the DEPARMENT. IN WITNESS WHEREOF, the undersigned has executed this warranty by its duly authorized officers or representatives on the day and year above written. WITENESSETH: SAILBOAT TH DEVELOPMENT, LLC, A Florida Limited Liability Company Signature C<�iit 1-iGt ifs C) By: Print Name 9 Signature of Managing Member i t/ ,i - `.Sii-- i /fi✓ Signature V Print Name /kt��cu✓I�i� fescct Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of IT 8 2V a r� , 20a ( by bc1-:SAN 5-)1)1(Y\ At as Managing Member, of SAILBOAT TH DEVELOPMENT, LLC, AFLORIDA LIMITED LIABILITY COMPANY. He/She is personally known to me or produced as identification and did/did not take an oath. NOTARY BLIC / �0�t�� y K J( NOTARY PUBLIC r;% i al KA7►-t Le 6 Iv M AMY---log;(0?' )1 0 / PRINT NAME SERIAL NUMBER r� Notary Pubic State of Florida 1 f, Kathleen Mary Haggerty My Commission HH 049182 ow- Expires 09/30/2024 FL TECH ENVIRONMENTAL Flotech Environmental LLC 5245 NW 36 ST Suite 230 Miami, FL 33166 Phone: 786-452-7820 Main Inspections Summary The Mirage at Sailboat Co ve Mainline ID M H8-MH7 M H9-MH7 Mh7-Mh6 MH6-M H5 M H 5-MH4 MH4-MH3 MH13-MH12 End date/time Surveyed by Start MH Finish MH 12/28/2020 Geo Mh 8 MH 7 10:42 AM Geo MH7 Mh9 Geo MH 7 Mh 6 Mh 6 MH 5 Geo MH 5 MH 4 Geo MH4 MH3 12/29/2020 9:53 Geo Mh 13 Mh 12 AM 12/28/2020 11:12 AM 12/28/2020 11:54 AM 12/28/2020 1:04 Geo PM 12/28/2020 3:26 PM 12/28/2020 4:39 PM Material PVC Height 8 in . PVC 8 in. PVC 8 in . PVC 8 in . PVC 8 in. PVC 8 in . PVC 8 in . Total length Length 45 .7 ft . 45.7 ft . 35.4 ft . 269 .3 ft . 250 .6 ft. 399.6 ft . 176.9 ft. 114.4 ft. 35.4 ft. 269.3 ft. 250 .6 ft. 399 .6 ft. 176 .9 ft. 114.4 ft . Main Inspections Summary Page 1 of 3 Mainline ID End date/time Surveyed by Start MH Finish MH Material Height Total length Length MH12-MH11 12/29/2020 Geo Mh 12 Mh 11 PVC 8 in. 393.7 ft. 393.7 ft. 10:56 AM M H11-MH10 12/29/2020 Geo Mh 11 Mh 10 PVC 8 in. 218.5 ft. 218 .5 ft . 12:10 PM M H10-M H2 12/29/2020 2:08 Geo Mh 10 Mh 2 PVC 8 in . 289.0 ft. 289 .0 ft. PM MH16-M H14 12/29/2020 3:51 Ge o Mh 16 Mh 14 PVC 8 in. 395 .6 ft . 395 .6 ft . PM MH15-MH14 12/29/2020 4:47 Geo Mh 15 Mh 14 PVC 8 in . 73 .3 ft. 73.3 ft. PM MH-14 TO 12/30/2020 9:34 Geo MH-1 MH-14 PVC 8 in. 108 .0 ft. 108.0 ft . MH-1 AM M H-22 TO 12/30/2020 Geo MH-1 MH-22 PVC 8 in . 92.7 ft . 92.7 ft. M H-1 10:20 AM MH-2 TO 12/30/2020 Geo MH-1 MH-2 PVC 8 i n. 21.2 ft. 21 .2 ft. M H-1 10:46 AM M H-3 TO 12/30/2020 Geo MH-3 MH-2 PVC 8 in . 101.2 ft . 101.2 ft. M H-2 11:20 AM MH-20 TO 12/30/2020 1:16 Geo M H-20 MH-19 PVC 8 in . 121.9 ft . 121 .9 ft . MH-19 PM MH-19 TO 12/30/2020 2:05 Geo M H-19 MH-18 PVC 8 in. 105.0 ft. 105.0 ft . MH-18 PM Main Inspections Summary Page 2 of 3 Mainline ID End date/time Surveyed by Start MH Finish MH Material Height Total length Length MH-18 TO 12/30/2020 2:22 Geo MH-18 MH-17 PVC 8 in. 115.9 ft. 115 .9 ft. MH-17 PM M H-17 TO 12/30/2020 3:15 Ge o MH-17 Mh-16 PVC 8 in . 203.1 ft. 203 .1 ft . MH-16 PM Sub -T otal 3,531.0 ft . 3,531.0 ft. T otal 3,531 .0 ft. 3,531.0 ft. Main Inspections Summary Page 3 of 3 FL. TECH ENVIRONMENTAL Flotech Environmental LLC 5245 NW 36 ST Suite 230 Miami, FL 33166 Phone: 786-452-7820 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH8-MH7 OPA LOCKA BLDG 1 NW 17 CT Cove Start date/time: Direction: Weather: Location code: 12/28/2020 10:29 AM D 1 Shape: Material: Height: Width: C PVC 8 in. Mainline length: 45.7 ft. Surveyed length: Started at 0.0 ft, with flow on 12/28)+2020 10:29:34 AM Stopped at 45.7 ft. with flow ,, on 12/28/2020 10:42:13 AM — Main Inspections Pipe Run Manhole 'MH 7' t At0.0ft. AMR - Manhole Comments: Mh 8 At 0.0 ft. MWL - Water Level iCl At11.9ft. MMC - Material Change Comments: TO DI Ha At24.7ft. MMC - Material Change Comments: TO PVC 4 * At 32,3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 4N At45.7ft. AMH - Manhole Comments: AT MH 7 Page 1 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH9-MH7 OPA LOCKA BLDG 1 NW 17 CT Cove Start date/time Direction: Weather: Location code. 12/28/2020 11:06 AM U 1 Material: Height: Width: C PVC 8 in. Manhole 'Mh 9' Mainline length: Surveyed length: Stopped at 35.4 ft. against flow — on on 12/28/2020 11:12:59 All At 10.1 ft. 9/. 110 TF - Tap Factory Dimension 1: 6.000 Started at 0.0 ft. against flow .1„ on 12/28/2020 11:06:16 AM ,- Main Inspections Pipe Run Manhole 'MH 7' + CI At35.4ft. AMR - Manhole Comments: AT MH 9 El At 18,2 ft. MWLS - Water Level Sag Rating: 2 Category: Structural + At5.4ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 0.0 ft. Afi'1H - Manhole Comments: MH 7 At 0.4 ft, hIWL - Water Level Page 2 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/28/2020 11:34 AM Shape: C Mainline ID: Mh7-Mh6 Direction: D Material: PVC City: OPA LOCKA Weather: 1 Height: 8 in. Street: BLDG 1 NW 17 CT Location code: Width: cri Surveyed length, Started at 0.0 ft. with flow on 12/28/2020 11:34:30 AM At 83.2 ft. 3/. i 1F - Tap Factory Dimension 1: 6.000 At 105.8 ft. 3/. i TF - Tap Factory Dimension 1: 6.000 At 126.6 ft. 3/. TF - Tap Factory Dimension 1: 6.000 At 148.0 ft. 2/. i TF - Tap Factory Dimension 1: 6.000 Manhole'MH 7' i At 189.3 ft. 2/. @ + TF - Tap Factory Dimension 1: 6.000 At 208.1 ft. 3/. L1 + TF - Tap Factory — Dimension 1: 6.000 At 229.8 ft. 2/. k i TF - Tap Factory Dimension 1: 6.000 At 246.9 ft. 2/. la i' TF - Tap Factory Dimension 1: 6.000 Stopped at 269.3 ft. with flow ♦ —. on 12/28/2020 11:54:20 AM — Main Inspections Pipe Run Manhole 'Mh 6' i At 0.0 ft. AMH - Manhole Comments: MH 7 % At0.0ft. MWL - Water Level i El At 174.2 ft. MWLS - Water Level Sag Rating: 2 Category: Structural + At 269.3 ft. AMR - Manhole Comments: AT MH 6 Page 3 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/28/2020 12:47 PM Shape: C Mainline ID City: MH6-MH5 OPA LOCKA Direction: D Material: PVC Weather: 1 Height: 8 in. Street: BLDG 3 NW 17 CT Location code: Width: 8 in. as Surveyed length: Started at 0.0 ft. with flow — on 12/2812020 12:47:09 PM Manhole 'Mh 6' i At 41,6 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 70.6 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 83.2 ft. 2/. i TF - Tap Factory Dimension 1: 6.000 At 102.9 ft. N. +i TF - Tap Factory Dimension 1: 6.000 At 120.9 ft. 2/. i TF - Tap Factory Dimension 1: 6.000 At162.6ft. 2/. i TF - Tap Factory Dimension 1: 6.000 At 182,0 ft. 2/. i TF - Tap Factory — Dimension 1: 6.000 At 205.4 ft. 2/. i TF - Tap Factory Dimension 1: 6.000 At 226.9 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 245.9 ft. 2/. TF - Tap Factory Dimension 1: 6.000 Stopped at 250.6 ft. with flow an 12/28/2020 1:04:58 P14 /� � \ Manhole 'FAH 5 i At0.oft. AMR - Manhole Comments:14h 6 At0.0ft. MWL - Water Level i At31.6ft. MWLS - Water Level Sag Rating: 2 Category: Structural t At 187.5 ft. MWLS - Water Level Sag Rating: 2 Category: Structural i At234.5ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 245.9 ft. MWLS - Water Level Sag Rating: 2 Category: Structural i 1111 At 250.6 ft. AMH - Manhole Comments: AT MH 5 Main Inspections Pipe Run Page 4 of 25 Main Inspections Pipe Run Project name: Mainline ID: The Mirage at Sailboat MH5-MH4 Cove Start date/time: Direction: 12/28/2020 2:57 PM D Shape: Material: C PVC City: Street: OPA LOCKA BLDG 5 NW 17 CT Weather: 1 Height: 8 in. Location code: Width: 8 in. cr+ Mainline length: Surveyed length: Started at 0.0 ft with flow._, on 12/2B/2020 2:57:15 PM At 34.5 ft. 2/. l i TF -Tap Factory Dimension 1: 6.000 At53.9ft.2/. '1 TF - Tap Factory Dimension 1: 6.000 At 71.7 ft. 2/. 0 i TF - Tap Factory Dimension 1: 6.000 At 93.2 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 114.1 ft. 2/. ID i TF - Tap Factory Dimension 1: 6.000 At 154.6 ft. 2/. 0 TF - Tap Factory Dimension 1: 6.000 At 174.3 ft. 2/. CI if TF - Tap Factory Dimension 1: 6.000 At 193.1 ft. 2/. +� � TF - Tap Factory Dimension 1: 6.000 Omitted: 103.8 ft. At214.1ft. 2/, C + TF - Tap Factory Dimension 1: 6.000 At 256.0 ft. 2/. 0 '1 TF - Tap Factory —I Dimension 1: 6.000 At 274.8 ft. 2/. 0 i TF - Tap Factory AI Dimension 1: 6.000 Manhole 'MH 5' 7 I, At0.0ft. Ah1H - Manhole Comments: Mh 5 At0.0ft. \ MWL - Water Level At0.0ft MWLS - Water Level Sag Rating: 2 Category: Structural +111 At53.9ft. MWLS - Water Level Sag Rating: 2 Category: Structural Main Inspections Pipe Run Page 5 of 25 Mainline length: Project name: Mainline ID: Start date/time: Dir action: The Mirage at Sailboat MH5-MH4 12/28/2020 2:57 PM D Cove Weather: 1 Omitted: 295.8 ft. At295.8ft. 2/. I u TF - Tap Factory a, Dimension 1: 6.000 `n ' At 314.2 ft. 2/. el + TF - Tap Factory Dimension 1: 6.000 At 332.5 ft. 2/. fill * TF -Tap Factory Dimension 1: 6.000 Surveyed length;. Stopped at 399.6 ft. with flow 4, on 12/28/2020 3:26:20 PM -� Main Inspections Pipe Run Manhole 'MH 4' +aJ At399.6ft. AMH - Manhole Comments: AT MH 4 Page 6 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/28/2020 4:04 PM Shape: C Mainline ID: MH4-MH3 Direction: D Material: PVC City: OPA LOCKA Weather: 1 Height: 8 in. Street: BLDG 9 NW 17 CT Location code: Width: 8 in. Mainline length: Surveyed length: Started at 0.0 ft. with flow on 12128/2020 4:04:49 PM At 46,3 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 46.3 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 65,8 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 85.1 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 106.0 ft. 2/. TF - Tap Factory Dimension 1: 6.000 At 126.5 ft. 2/. e i TF - Tap Factory Dimension 1: 6.000 Stopped at 176.9 ft. with flow 4, on 12/28/2020 4:39:20 PM Main Inspections Pipe Run SAccessManhole 'MH4' i + At0.Oft. AMH - Manhole `�. Comments: MH4 % At0.Oft. a MWL - Water Level SAccessManhole 'MH3' + At35.6ft. MWLS - Water Level Sag Rating: 2 Category: Structural i01 At176.9ft. AMH - Manhole Comments: AT MH 3 Page 7 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH13-MH12 OPA LOCKA BLDG 18 NW 143 ST Cove Start date/time: Direction: Weather: Location code: 12/29/2020 9:45 AM D 1 Shape: Material: Height: Width: C PVC 8 in. Manhole 'Mh 13' Mainline length: Surveyed length: Started at 0.0 ft. with flaw on 12/29/2020 9:45:28 AM At 28.0 ft. 3/. i TF - Tap Factory Dimension 1: 6.000 At 50,1 ft. 3/. 4 TF - Tap Factory Dimension 1: 6.000 At 70.8 ft. 3/. i TF - Tap Factory Dimension 1: 6.000 Stopped at 114.4 ft. with flow 4. an 12/29/2020 9:53:43 AM Main Inspections Pipe Run i Manhole 'Mh 12' At 0.0 ft. AMH - Manhole Comments: Mh 13 At0.0ft. MWL - Water Level At 10,0 ft. 9/. TF - Tap Factory Dimension 1: 6.000 At70.8ft. MWLS - Water Level Sag Rating: 2 Category: Structural i At 114.4 ft. AMH - Manhole Comments: AT MH 12 Page 8 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: The Mirage at Sailboat MH12-MH11 OPA LOCKA Cove Start date/time: 12/29/2020 10:06 AM Shape: C Direction: D Material: PVC Weather: 1 Height: 8 in. Street: BLDG 14 NW 143 ST Location code: Width: 8 in. length: 393.7 ft. Surveyed length: 393.7 ft, Started at 0.0 ft. with flow on 12/29/2020 10:06:20 AM At 156.9 ft. 2/. al + TF - Tap Factory Dimension 1: 6.000 Omitted: 196.1 ft. Manhole `Mh 12' At 179.5 ft. 3/. + i TF -Tap Factory � / Dimension 1: 6.000 J At 197.6 ft. 2/. 0 + / TF - Tap Factory Dimension 1: 6.000 Main Inspections Pipe Run * At0.0ft. AMH - Manhole Comments: Mh 12 + At 0.0 ft. MWL - Water Level *0 At 21.5 ft. 9/. TF - Tap Factory Dimension 1: 6.000 +C1 At52.2ft.9/. TF - Tap Factory Dimension 1: 6.000 + 0 At 62.0 ft. 9/. TF - Tap Factory Dimension 1: 6.000 At 81.6 ft. 9/. TF - Tap Factory Dimension 1: 6.000 +C1 At101.1ft. 9/. TF - Tap Factory Dimension 1: 6.000 At 147.1 ft. 10/, TF - Tap Factory Dimension 1: 6.000 + Cil At 158.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 +0 At 177.9 ft. 9/. TF - Tap Factory Dimension 1: 6.000 + CI At 185.5 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 190.3 ft. 11/1 DAGS - Deposits Attached Grease Rating: 2 Category: O&M Page 9 of 25 Project name: The Mirage at Sailboat Cove Weather: 1 'lainline ID: MH12-MH11 Start date/time: Direction: 12/29/2020 10:06 AM D Omitted: 199.4 ft. At 219.3 ft. 2/. a f TF - Tap Factory Dimension 1: 6.000 At 238.6 ft. 3/. ID + TF - Tap Factory — Dimension 1: 6.000 Stopped at 393.7 ft. with flow on 12/29/2020 10:56:56 AM — i u� '� 't Manhole 'Mh'1,r i 1 � 11 iL1 CI At 199.4 ft. 11/. TF - Tap Factory Dimension 1: 6.000 + ID At 217.5 ft, 10/. TF - Tap Factory Dimension 1: 6.000 At 263.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 288.9 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 310.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 314.6 ft, MWLS - Water Level Sag Rating: 2 Category: Structural At 325.9 ft. 91. TF - Tap Factory Dimension 1: 6.000 At 338.9 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 344.5 ft. 9/. TF - Tap Factory Dimension 1: 6.000 At 390.1 ft. 9/. TF - Tap Factory Dimension 1: 6.000 At 393.7 ft. AMH - Manhole Comments: AT MH 11 Main Inspections Pipe Run Page 10 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH11-MH10 OPA LOCKA BLDG 14 NW 143 ST Cove Start date/time: Direction: Weather: Location code: 12/29/2020 11:48 AM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. Manhole 'Mh 11' Mainline length: Surveyed length: Started at 0.0 ft. with flow — on 12/29/2020 11:48:11 AM Stopped at 218.5 ft. with flow # on 12/29/2020 12:10:15 PM — Main Inspections Pipe Run Manhole 'Mh 10' + At 0.0 ft. AMH - Manhole Comments: Mh 11 At0.Oft. MWL - Water Level + At 14.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 # At 32.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + CI At 54.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 +ll At7.3.8ft. 9/. TF - Tap Factory Dimension 1: 6.000 + it At 112.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + 0 At 138.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 # In At 152.5 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + Ell At 176.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 + CI At 195.7 ft. 11/. TF - Tap Factory Dimension 1: 6.000 40 At 218.5 ft. AMH - Manhole Comments: AT MH 10 Page 11 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/29/2020 1:47 PM Shape: C Mainline ID: MH10-MH2 Direction: D Material: PVC City: OPA LOCKA Weather: 1 Height: 8 in. Street: BLDG 12 NW 143 ST Location code: Width: Mainline length: 0 co cu a.� Started at 0.0 fL with flow on 12/29/2020 1:49:20 PM Started at 0.0 ft. with flow —_ on 12/29/2020 1:47:09 PM Manhole `Mh 10` Stopped at 0.0 ft. with flow on 12/29/2020 1:48:16 PM At 155.4 ft. 2/. 131'i TF - Tap Factory Dimension 1: 6.000 Omitted: 117.4 ft. At 171.6 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 IMO + At0.Oft. AMH - Manhole Comments: Mh 10 Atu.Oft MWL - Water Level +J At6.6ft. MWLS - Water Level Sag Rating: 2 Category: Structural + IR At 16.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 ill At 36.6 ft. 101. TF - Tap Factory Dimension 1: 6.000 i At 54.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 74.5 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 94.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 129.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 152.5 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 157.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 163.6 ft. MWLS - Water Level Sag Rating: 2 Category: Structural Main Inspections Pipe Run Page 12 of 25 Project name. The Mirage at Sailboat Cove Weather: 1 Mainline [D MH10-MH2 Start date/time: Direction 12/29/2020 1:47 PM D Mainline length: Surveyed length: Omitted: 173.7 ft. At 193.6 ft. 2/. 13 i TF -Tap Factory Dimension 1: 6.000 At 209.4 ft. 2/. ED + TF - Tap Factory Dimension 1: 6.000 At 215.4 ft. 2]. la + TF - Tap Factory Dimension 1: 6.000 Stopped at 289.0 ft. with flow ,} an 12/29/2020 2:08:04 PM f Manhole 'Mh At 173.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 195.4 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 200.0 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 210.9 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 238.2 ft. MWLS - Water Level Sag Rating: 2 Category: Structural At 258.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 280.3 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 284.9 ft. MGO - General Observation Comments: DROP CONNECTION At 289.0 ft. AMH - Manhole Comments: AT MH 2 Main Inspections Pipe Run Page 13 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH16-MH14 OPA LOCKA BLDG 31 NW 142 TER Cove Start date/time: Direction: Weather: Location code: 12/29/2020 3:04 PM D 1 Shape: Material: Height: Width: C PVC 8 in. Manhole `Mh 16` Mainline length: 395.6 'ft. Surveyed length: 395.6 ft. Started at 0.0 ft with flow on 12/29/2020 3:04:56 PM At 8.0 ft. 2/, i TFA - Tap Factory Active Dimension 1: 6.000 At 50.0 ft. 2/. i TF - Tap Factory Dimension 1: 6.000 At 68.8 ft. 2/. + TF -Tap Factory - Dimension 1: 6.000 At 88.6 ft. 2/. + TF - Tap Factory Dimension 1: 6.000 At 110.3 ft. 2/, i TFA - Tap Factory Active Dimension 1: 6.000 Omitted: 209.5 ft. At 169.1 ft. 2/. CI i TF - Tap Factory Dimension 1: 6.000 At 186.1 ft. 2/. 61i ,1/ TFA - Tap Factory Active Dimension 1: 6.000 EMI * At 0.0 ft. AMH - Manhole Comments: Mh 16 i At 0.0 ft. MWL - Water Level At 10.1 ft. 10/. TF - Tap Factory Dimension 1: 6.000 i At 28.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 70.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 90.4 ft. 101. \ TF - Tap Factory l ' \, Dimension 1: 6.000 II'i i At 108.7 ft. 10/. lilitil \ �L TF - Tap Factory Dimension 1: 6.000 i'I 'i i4, y\, i IS At 129.3 ft, 12/. 1111 11 '1 `- TFA - Tap Factory Active Ilii1\\ Dimension 1: 6.000 ly g * 01 At 130.8 ft. 10/. TF - Tap Factory ll i Dimension 1: 6.000 ll'` +kJ At 136.7 ft. 10/. i l DAGS - Deposits Attached IiiI Grease I li Rating: 2 ii ii Category: O&M ii ile7 At 148.8 ft. 11/. ili TF - Tap Factory Dimension 1: 6.000 I *MI At159.6ft. I MWLS - Water Level Sag Rating: 2 Category: Structural Main Inspections Pipe Run Page 14 of 25 Project name: The Mirage at Sailboat Cove Weather: 1 Mainline ID: MH16-MH14 Start date/me Direction: 12/29/2020 3:04 PM D Surveyed length: 395.6 ft, Omitted: 187.8 ft. At 230.4 ft. 2/. 0 i TF - Tap Factory Dimension 1: 6.000 At 250.0 fL 2/. e 1 TF - Tap Factory Dimension 1: 6.000 At 28'9,3 ft. 21. 0 i TF - Tap Factory Dimension 1: 6.000 Comments: 90% GREASE At 303.8 ft. 9/12 ail i 501: DAGS - Deposits Attached Grease Rating: 2 Category: O&M At 311.9 ft. 2/.L i; TF - Tap Factory ,+ Dimension 1: 6.000 / f Comments: 50% GREASE At.331.0it. 21.CD4 / 1 TFA - Tap Factory Active �i Dimension 1: 6.000 �1 Comments: 80% GREASE - At 351.6 ft. 21.0 4 Manhole 'Mh 1*?, TF - Tap Factory �1 i' Dimension 1: 6.000 ?i Comments: 50% GREASE j II At 395.6 ft. 9/12 0 4 I ll F01: DAGS - Deposits Attached j Grease -3 1 Rating: 2 Category: O&M Stopped at 395.6 ft. with flow , on 12/29/2020 3:51:43 PM i 0 At 187.8 ft. 10/. TF - Tap Factory Dimension 1: 6.000 +0 At 205.0 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 206.8 ft. 121. TFA - Tap Factory Active Dimension 1: 6.000 At 231.8 ft. 10/. TF -Tap Factory Dimension 1: 6.000 f 0 At 251.7 ft. 10/. TF - Tap Factory Dimension 1: 6.000 At 266.8 ft. 10/. TF -Tap Factory Dimension 1: 6.000 48 At 289.3 ft. 2/. DAGS - Deposits Attached Grease Rating: 4 Category: O&M Comments: IN LATERAL 40 At389.4ft. MWLS - Water Level Sag Rating: 2 Category: Structural 40 At395.6ft. AMH - Manhole Comments: AT MH 14 i0 Main Inspections Pipe Run Page 15 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/29/2020 4:18 PM Shape: C Mainline ID: MH15-MH14 Direction: D Material: PVC City: Street: OPA LOCKA BLDG 27 NW 17 ST Weather 1 Height: 8 in. Location code: Width: 8 in. Mainline length: Surveyed length: Started at 0.0 ft. with flow —_ on 12/29/2020 4:18:24 PM At 21.8 ft. 3/. i TFA - Tap Factory Active Dimension 1: 6.000 At38,6ft. 3/. + TF - Tap Factory Dimension 1: 6.000 At 69,3 ft. 6/. + TF - Tap Factory Dimension 1: 6.000 Comments: DROP Stopped at 73.3 ft. with flow on 12/29/2020 4:47:43 PM — Main Inspections Pipe Run Manhole 'Mh 15' i + At 0.0 ft. AMH - Manhole Comments: Mh 15 \ i At 0.0 ft. MWL - Water Level Manhole 'Mh 14' + At 56.9 ft. 9/. TF - Tap Factory Dimension 1: 6,000 i At61.7ft. MWLS - Water Level Sag Rating: 2 Category: Structural CB At73.3ft. AMH - Manhole Comments: AT MH 14 Page 16 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-14 TO MH-1 OPA LOCKA BLDG 27 NW 17 ST Cove Start date/time: Direction: Weather: Location code: 12/30/2020 8:31 AM D 1 Z Shape: Material: Height: Width: C PVC 8in. 8in. AMH Mainline length: Surveyed length: Started at 0.0 ft. with flow on 12/30/2020 8:31:10 AM Stopped at 108.0 ft. with flow + on 12/30/2020 9:34:31 AM — Main Inspections Pipe Run i At 0.0 ft. AMH - Manhole Comments: MH-1 v At0.Oft. MWL - Water Level AMH 'MH-14' i� At19.2ft. MGP - General Photo iL1 At108.0ft. AMR - Manhole Comments: AT MH 1 Page 17 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-22 TO MH-1 OPA LOCKA 14331NW 16TH CT EXIT Cove OF THE COMUNITY Start date/time: Direction: Weather: Location code: 12/30/2020 9:59 AM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. N N. r' N ati � Mainline length: Surveyed length: Started at 0.0 ft. with flaw on 12/30/2020 9:59:29 AM # Stopped at 92.7 ft. with flow on 12/30/2020 10:20:07 AM --- AMH `MI -1-1' .T.- i At 0.0 ft. AMH - Manhole Comments: MI -I-1 ,_+ At0.0ft. MWL - Water Level i61 At6.0ft. MGP - General Photo +ID flit 22.7ft. MGP - General Photo Comments: GREASE ,.t �s \ AMH 'MH-22'\ + I] At 45.1 ft. JSM - Joint Separated Medium Rating: 1 Category: Structural ial At53.3ft. MGO - General Observation Comments: GREASE 4 ID At 72.5 ft. JSM - Joint Separated Medium Rating: 1 Category: Structural #L At81.2ft. JOL - Joint Offset Large Rating: 2 Category: Structural Ha At 92.7 ft. MGP - General Photo Comments: DUE TO THE OFFSET JOINT DID NOT PASS THE CAMERA Ell At92.7ft. AMH - Manhole Comments: AT MH-1 Main Inspections Pipe Run Page 18 of 25 Main Inspections Pipe Run Project name: vlainline ID: City: StreeL The Mirage at Sailboat MH-2 TO MH-1 OPA LOCKA BY LIFT STATION Cove Start date/time: Direction: Weather: Location code: 12/30/2020 10:32 AM D 1 Z Shape Material: Height: Width: C PVC 8 in. 8 in. Mainline length: Surveyed length: Started at 0.0 ft, with flow on 12/30/2020 10:32:39 AM Stopped at 21.2 ft. with flow on 12/30/2020 10:46:39 AM — Main Inspections Pipe Run AMH 'MH-2' i At0.0ft. AMH - Manhole Comments: MH-1 % At0.0ft. MWL - Water Level i At 11.8 ft. JOM - Joint Offset Medium Rating: 1 Category: Structural Cl At21.2ft. AMH - Manhole Comments: AT MH-1 Page 19 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-3 TO MH-2 OPA LOCKA NEAR LIFT STATION NW Cove 17ST Start date/time: Direction: Weather: Location code: 12/30/2020 10:56 AM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH °MH-3' Mainline length: Surveyed length: Started at 0.0 ft. with flow an 12/30/2020 10:56:14 AM Stopped at 101.2 ft. with flow 4. an 12/30/2020 11:20:06 AM Main Inspections Pipe Run i At 0.0 ft. AMH - Manhole Comments: MH-3 At0.0ft. MWL - Water Level +0 At41.8ft. 1/. TFA - Tap Factory Active Dimension 1: 6.000 i 011 At 68,5 tL 1/. TFA - Tap Factory Active Dimension 1: 6.000 +ID At90.9ft. 1/. TFA - Tap Factory Active Dimension 1: 6.000 40 At101.2ft. AMH - Manhole Comments: AT MH-1 AMH 'MH-2' Page 20 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-20 TO MH-19 OPA LOCKA BUILDING 35 NW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 12:48 PM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH 'MI -I-20' Mainline length: Surveyed length: Started at 0.0 ft. with flow - on 12/30/2020 12:48:14 PM At 34.9 ft. 3/. al + TFA - Tap Factory Active Dimension 1: 3.000 At 57.4 ft. 3/. la i TFA - Tap Factory Active Dimension 1: 3.000 Stopped at 121.9 ft. with flow 4, on 12/30/2020 1:16:13 PM AMH 'MH-19' At0.0ft. AMH - Manhole Comments: M H-20 i At 0.0 ft. MWL - Water Level i cI At 16.8 ft. 1/. TFA - Tap Factory Active Dimension 1: 6,000 i Ii At 28.1 ft. 9/. TFA - Tap Factory Active Dimension 1: 4.000 + J At 37.0 ft. 9/. TFA - Tap Factory Active Dimension 1: 3.000 +fit At 66.8 ft. 9/. TFA - Tap Factory Active Dimension 1: 3.000 i la At 75.3 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 + CI At 95.7 ft. 11. TFA - Tap Factory Active Dimension 1: 3.000 +Ira At 121.9 ft. AMH - Manhole Comments: AT MH-19 Main Inspections Pipe Run Page 21 of 25 Main Inspections Pipe Run Project name: The Mirage at Sailboat Cove Start date/time: 12/30/2020 1:26 PM Shape: C Mainline ID: MH-19 TO MH-18 Direction: D Material: PVC City: OPA LOCKA Weather: 1 Height: 8 in. Street: BUILDING 34 NW 142ND TERRACE Location code: VNldtih 8 in. Mainline length: Surveyed length: Started at 0.0 ft. with flow —t an 12/30/2020 1:26:07 PM IF At 81.8 ft. 2/. Eli TFA - Tap Factory Active Dimension 1: 3.000 Stopped at 105.0 ft. with flow lir an 12/30/2020 2:05:55 PM Main Inspections Pipe Run AMH i AMH'MH-18' + At0.0ft. AMR - Manhole Comments: IA H-19 % 0.0 ft. MWL - Water Level + 1J El At 5.6 ft. 10/. TF - Tap Factory Dimension 1: 3.000 At 8.3 ft. 1/. TF - Tap Factory Dimension 1: 3.000 At 23,3 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 At 39.8 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 At 41.5 ft. 12/. TFA - Tap Factory Active Dimension 1: 3.000 i l3 At 63,8 ft. 1/. TFA - Tap Factory Active Dimension 1: 4.000 4 @ At 65,7 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 +CI At 79.9 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 f+ L At 105.0 ft. AMH - Manhole Comments: AT MH-18 Page 22 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-18 TO MH-17 OPA LOCKA BUILDING 33 NW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 2:10 PM D 1 Shape: Material: Height: Width: C PVC 8 in. 8 in. AMH 'MH-18' Started at 0.0 ft. with flow �- on 12/30/2020 2:10:18 PM v At23.8ft. 2/. in i TFA - Tap Factory Active Dimension 1: 3.000 i At 0.O ft. AMH - Manhole Comments: MI -1-18 4 At 0.O ft. MWL - Water Level it At 43.3 ft. 1/. TFA - Tap Factory Active u- ,.r; Dimension 1: 3.000 a� v ID At 63.7 ft. 11. TFA - Tap Factory Active °'. Dimension 1: 3.000 = 2 SUINE Stopped at 115.9 ft. with flow on 12/30/2020 2:22:57 PM AMH 'MH-17' Main Inspections Pipe Run 40 At 83,8 ft. 1/. TFA - Tap Factory Active Dimension 1: 3.000 +a At115.9ft. AMH - Manhole Comments: AT MH-17 Page 23 of 25 Main Inspections Pipe Run Project name: Mainline ID: City: Street: The Mirage at Sailboat MH-17 TO MH-16 OPA LOCKA BUILDING 32 MW 142ND Cove TERRACE Start date/time: Direction: Weather: Location code: 12/30/2020 2:51 PM D 1 Shape: Material: Height: Width: B PVC 8 in. 8 in. AMH Mainline length: Surveyed length: Started at 0.0 ft. with flow on 12/30/2020 2:51:09 PM '! Omitted: 69.5 ft. i i At0.0ft. AMH - Manhole Comments: MH-17 4, \ r At 0.0 ft. MWL - Water Level \ i go At 7.3 ft. 12/. TFA - Tap Factory Active Dimension 1: 3.000 , '1,, �0 At29.4ft.1/. tii TFA - Tap Factory Active t5 Dimension 1: 3.000 \, i 0 At 31.4 ft. 11/. TFA - Tap Factory Active ti, \ Dimension 1: 3.000 + IR At 48.2 ft. 1/. TFA - Tap Factory Active }tiy 'g Dimension 1: 3.000 + In At 50.2 ft. 111. TFA - Tap Factory Active } Dimension 1: 3.000 �'} } i E At 68.8 ft. 1/. TFA - Tap Factory Active + Dimension 1: 3.000 1' S i' in At 70.8 ft. 121. ` � TFA - Tap Factory Alive Dimension 1: 3.000 0 At 88.3 ft. 1/. TFA - Tap Factory Active , Dimension 1: 3.000 it i0 At 90.4 ft. 111. ', 1 �-- TFA - Tap Factory Active Dimension 1: 3.000 + + 0 At 114.0 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 } r3 At 133.6 ft. 11. TFA - Tap Factory Active Dimension 1: 3.000 Main Inspections Pipe Run Page 24 of 25 Project name: The Mirage at Sailboat Cove Weather: 1 Mainline ID: Start date/time: Direction: MH-17 TO MH-16 12/30/2020 2:51 PM D Mainline length: Surveyed length: Omitted: 155.8 ft. Stopped at 203.1 ft. with flow on 12/30/2020 3:15:27 PM — Main Inspections Pipe Run Manhole'Mh-if', + to Ili. i 1 At 155.8 ft. 11. TFA - Tap Factory Alive Dimension 1: 3.000 i 1:11 At 157.6 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 el At 167.4 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 i At 169.3 ft, 1/. TFA - Tap Factory Active Dimension 1: 3.000 t 5` T it At 189.5 ft. 11/. TFA - Tap Factory Active Dimension 1: 3.000 At 191.2 ft. 11/. TFA - Tap Factory Alive Dimension 1: 3.000 i ID At 203.1 ft. AMH - Manhole Comments: AT MH-16 Page 25 of 25 FLOT ECH ENVRONMEN TAL Flotech Environmental LLC 5245 NW 36 ST Suite 230 Miami, FL 33166 Phone: 786-452-7820 PACP v7.0 Inspecti ons and Scoring Gene ral Information: Surveyed by: Geo P/O number: PACP certificate no.: Work order no.: Reviewed by: Media label: I I � Reviewer certificate no . Owner: Customer: Flotech Envir omental Project name: Start date/time: The Mirage at Sailboat Cove 20201228 10:29 Sheet number: Weather: Pre -cleaning: Date cleaned: Flow control: Purpose: 1 1 J 1 Direction: Technology used: Inspection Status: Consequence of failure: Pressure value: D Locatio n: Drainage area: Pipe segment ref.: Street: MH8-M H7 I BLDG 1 NW 17 CT City: Location code: Location details: OPA LOCKA 1 1 Pipe: Sewer use: Height: Width: Shape: SS 1 8 in. 1 1 C Coating method: Pipe joint length: Total length: Length surveyed: I 1 45.7 ft. 1 45.7 ft. Measurements: Upstream MH No: Mh 8 Downstream MH No: MH 7 Coordinate system: Additiona l In formatio n: Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to invert: 3.8 ft. Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: Easting: Elevation: PACP v7.0 Inspections and Scoring Page 1 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: O verall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 0 0000 - .- 0 0 0 0000 0 0.00 2 0 0 0.00 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location lst 2nd At/From To Remarks 0.0 ft. AMH 0.0 ft. MWL 11.9 ft. 00:03:25 MMC 24. 7 ft. 00:04:02 MM C 32. 3 ft. 00:04:43 TF 45. 7 ft. 00:05:37 AMH 5 ❑ / Mh 8 ❑ / The Mirage at Sailb oat TO DI Cove -Manhole 'Mh 8' -Manhole 'MH 7'-MMC at 11 .9 ft.JPG The Mirage at Sailb oat TO PVC Co ve -Manh ole 'Mh 8' -Manhole 'MH 7'-M MC at 24.7 ft.JPG 6. 000 ❑ 10 / The Mirage at Sailb oat Cove -Manhol e ' Mh 8' -Manh ole 'MH T-TF at 32.3 ft .JPG The Mirage at Sailb oat AT MH 7 Co ve -Manh ole 'Mh 8' -Ma nhole 'MH 7'-A MH at 45 .7 ft.JPG PACP v7. 0 Inspections and Scoring Page 2 of 59 PACP v7.0 Inspections and Sc oring General Information: Surveyed by: Geo P/0 number: Sheet number: Direction: u Location: Drainage area: City: OPA LOCKA PACP certificate no .: Work order no .: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: MH9-MH7 Reviewer certificate no . Owi er: Customer: Flotech Enviromental I Project name: The Mirage at Sailboat Cove Date cleaned: Flow control: Inspection Status: Street: I BLDG 1 NW 17 CT Pipe: Sewer use: Height: 8 in. Coating method: Pipe joint length: Measurements: H, creamMHNo: Mh 9 Downstream MH No: MH 7 Coordinate system: Additional Information: Location code: Location details: Width: Total length: 35. 4 ft. Start date/time: 20201228 11:06 Purpose: Consequence of failure: Pressure value: Shape: C Length surveyed: 35 .4 ft . Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: I I Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: 3.8 ft. I 1 1 I Vertical datum: GPS accuracy: PACP v7.0 Inspections and Scoring Page 3 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 4 2200 2.00 0 0 0 0000 , 0.00 4 2.00 2 2 4 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches °A) Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH 0.0 ft. M WL 5.4 ft. 00:01:44 MWLS 5 10 ❑ / 2 MH 7 10. 1 ft. 00:02:22 TF 6.000 ❑ 9 / The Mirage at Sailboat C ove -Manhole 'Mh 9' - Manhole 'MH T-TF at 10.1 ft.JPG 18. 2 ft. 00:02:43 MWLS 10 2 The Mirage at Sailboat Co ve -Manh ol e 'Mh 9' -Manh ole 'MH 7'- MWLS at 18 .2 ft.JPG 35. 4 ft. 00:03:22 AMH ❑ / The Mirage at Sailb oat AT MH 9 Co ve -Manh ole 'Mh 9' -Manh ole 'MH 7'-AMH at 35 .4 ft.JPG PACP v7. 0 Inspections and Scoring Page 4 of 59 PACP v7.0 I nspections and Scoring General Inf ormation: Surveyed by: PACP certificate no.: Reviewed by: Geo P/0 number: Work order no.: Media label: Sheet number: Weather: 1 Direction: Technology used: D Pre -cleaning: H Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mirage at Sailboat Co ve I 20201228 11:34 Date cleaned: Flow control: Purpose: D Inspection Status: Consequence of failure: Pressure value: Location: Drainage area: Pipe segment ref.: Street: Mh7-Mh6 I BLDG 1 NW 17 CT City: OPA LO CKA Location code: I I Pipe : Sewer use: Height: SS I 8 in. Coating method: Pipe joint length: Me asurements: ul )-;trearri MH No: MH 7 Downstream MH No: Mh 6 Coordinate system: Width: Total length: 269. 3 ft. Rim to invert: 3. 8 ft. Rim to invert: Location details: Shape: C Length surveyed: 269.3 ft. Material: PVC Year laid: Lining method: Year renewed: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to grade: I I Vertical datum: Additional Informatio n: I Grade to invert: Northing: Easting: Elevation: I I I I GPS accuracy: PACP v7.0 Inspections and Scoring Page 5 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 2 2100 2.00 0 0 0 0000 1 0.00 L 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH 0.0 ft. M W L 83.2 ft. 00:03:18 TF 105. 8 ft. 00:04:10 TF 126. 6 ft. 00:05:11 TF 148. 0 ft. 00:05:59 TF 174. 2 ft. 00:07:48 MWLS 5 6.000 3/ 6.000 ❑ 3/ 6. 000 ❑ 3/ 6. 000 MH 7 ❑ 2/ 10 ❑ / 2 The Mirage at Sailb oat Cove -Manhole 'MH 7'- Manhole' Mh 6'-MWLS at 174 .2 ft.JPG 189.3 ft. 00:08:26 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manhole ' MH 7' - Manhole ' Mh 6'-TF at 189.3 ft.JPG 208.1 ft. 00:09:11 TF 6.000 ❑ 3 / The Mirage at Sailboat Cove -Manh ole 'MH 7' -Manh ole ' Mh 6'-TF at 208.1 ft .JPG 229. 8 ft. 00:10:18 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manh ole 'MH 7'-Manh ole'Mh 6'-TF at 229.8 ft.JPG PACP v7.0 Inspections and Scoring Page 6 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 246. 9 ft. 00:11:03 TF 6.000 ❑ 2 / The Mirage at Sailb oat Cove -Manhole 'MH 7'- Manhole' Mh 6'-TF at 246 .9 ft.JPG 269. 3 ft. 00:12:29 AMH / The Mirage at Sailboat AT MH 6 Cove -Manh ole ' MH 7'-Manhole' Mh 6'-AMH at 269.3 ft .JPG PACP v7.0 Inspections and Scoring Pag e 7 of 59 PACP v7.0 Inspections and Scoring General Inf ormation: Surveyed Geo PACP certificate no.: Reviewed by: P/O number: Work order no .: Sheet number: Direction: D Weather: 1 Technology used: Media label: Pre -cleaning: J Reviewer certificate no. Owner Customer: Project name: The Mirage at Sailb oat Cove Date cleaned: Inspection Status: Locatio n: Drainage area: Pipe segment ref.: Street: I MH6-M H5 I BLDG 3 NW 17 CT City: OPA LOCKA Location code: I I Location details: Start date/time: 20201228 12:47 Flow control: Purpose: Consequence of failure: Pressure value: Pipe: Sewer use: Height: Width: Shape: Material: SS 8 in. I 8 in. I C I PVC I Coating method: Pipe joint length: Total length: Length surveyed: Year laid: I I 250. 6 ft. I 250.6 ft . I I Measurements: Upstreann i 1H No: Mh 6 Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Downstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Coordinate system: Vertical datum: GPS accuracy: I I MH 5 A dditional Info rmation: Lining method: Year renewed: Elevation: Easting: Elevation: PACP v7.0 Inspections and Scoring Page 8 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 8 2400 2.00 0 0 0 0000 8 2.00 2 4 8 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0.0 ft. MWL 31.6 ft. 00:01:17 M WLS 41. 6 ft. 00:02:26 TF 70. 6 ft. 00:04:18 TF 83.2 ft. 00:04:55 TF 102. 9 ft. 00:05:56 TF 120.9 ft. 00:06:39 TF 162. 6 ft. 00:08:17 TF 182.0 ft. 00:09:37 TF 187.5 ft. 00:10:27 M WLS 205. 4 ft. 00:11:16 TF 226.9 ft. 00:12:08 TF 234.5 ft. 00:12:32 MWLS ❑ / 5 ❑ / 10 ❑ / 2 Mh 6 6.000 ❑ 2/ 6.000 ❑ 2/ 6.000 ❑ 2/ 6.000 ❑ 2 / 245.9 ft. 00:12:56 TF 6.000 6.000 6. 000 6.000 6. 000 6.000 10 10 245.9 ft. 00:13:03 M WLS 250.6 ft. 00:13:55 AMH 2/ 2/ 2/ ❑ 2/ ❑ 2/ 10 ❑ 2 2 2/ / 2 The Mirage at Sailboat AT MH 5 Cove -Manh ole 'Mh 6' -Manhole 'Mh 5'-AMH at 250.6 ft.JPG PACP v7. 0 Inspections and Scoring Page 9 of 59 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Geo P/O number: PACP certificate no.: Work order no .: Work order no .: Sheet number: Weather: 1 Direction: Technology used: D Location: Drainage area: City: OPA LOCKA Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: MH5-MH4 Location code: Pipe: Sewer use: Height: Width: SS I 8in. I 8in. Coating method: Pipe joint length: Total length: I I 399.6 ft. M easurements: stream MH No: MH 5 Downstream MH No: MH 4 Coordinate system: Additio nal Informatio n: Reviewer certificate no. Owner: Customer: Project name: The Mirage at Sailboat Cove Date cleaned: Flow control: Start dat e/time: 20201228 14:57 Purpose: Inspection Status: Consequence of failure: Pressure value: Street: BLDG 5 NW 17 CT Location details: Shape: C Length surveyed: 399.6 ft . Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to invert: 3. 9 ft. Vertical datum: Rim to grade: Grade to invert: Northing: GPS accuracy: Easting: Elevation: PACP v7.0 Inspections and Scoring Page 10 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 4 2200 2 .00 [ 0 0 0 0000 0.00 , 4 2.00 j 2 2 4 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0.0 ft. MWL 0. 0 ft. 00:01:53 M WLS Mh 5 5 10 ❑ / 34. 5 ft. 00:03:18 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manhole 'Mh 5' -Manh ole ' Mh 4'-TF at 34.5 ft.JPG 53.9 ft. 00:04:05 53. 9 ft. 00:04:16 MWLS 71. 7 ft. 00:04:56 TF 93. 2 ft. 00:06:03 TF TF 6. 000 ❑ 2 / The Mirage at Sailboat 10 Cove -Manh ole ' Mh 5' -Manhole ' Mh 4'-TF at 53.9 ft.JPG The Mirage at Sailboat C ove -Manhole 'Mh 5' -Manh ole 'Mh 4'-MWLS at 53.9 ft .JPG 6.000 ❑ 2 / The Mirage at Sailboat Cov e -Manh ole 'Mh 5' - Manh ole ' Mh 4'-TF at 71 .7 ft .JPG 6.000 ❑ 2 / The Mirage at Sailb oat Cove -Manh ole 'Mh 5' -Manh ole 'Mh 4'-TF at 93.2 ft.JP G PACP v7.0 Inspections and Scoring Page 11 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 114.1 ft. 00:07:21 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove - Manhole 'Mh 5' - Manh ole 'Mh 4'-TF at 114 .1 ft.JPG 154. 6 ft. 00:09:03 TF 174. 3 ft. 00:10:08 TF 193. 1 ft. 00:11:11 TF 214. 1 ft. 00:12:02 TF 6 .000 ❑ 2 / The Mirage at Sailboat Cove - Manhole 'Mh 5' -Manh ole 'Mh 4'-TF at 154.6 ft.JPG 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manhole 'Mh 5' -Manhole 'Mh 4'-TF at 174.3 ft.JPG 6 .000 ❑ 2 / The Mirage at Sailb oat C ove -Manhole ' Mh 5' - Manhole ' Mh 4'-TF at 193 .1 ft.JPG 6. 000 ❑ 2 / The Mirage at Sailboat Cove -Manhole 'Mh 5' -Manhole 'Mh 4'-TF at 214.1 ft.JPG 256.0 ft. 00:13:17 TF 6. 000 274. 8 ft. 00:13:54 TF 295. 8 ft. 00:14:45 TF 314.2 ft. 00:15:29 TF 2 / The Mirage at Sailb oat Cove - Manh ole 'Mh 5' -Manh ole ' Mh 4'-TF at 256.0 ft .JPG 6. 000 ❑ 2 / The Mirage at Sailboat Co ve -Manhole 'Mh 5. -Manhole ' Mh 4'-TF at 274.8 ft.JPG 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manhole 'Mh 5' -Manh ole 'Mh 4'-TF at 295 .8 ft .JPG 6.000 2/ The Mirage at Sailboat Cove -Manhole 'Mh 5' -Manhole 'Mh 4'-TF at 314.2 ft.JPG PACP v7.0 Inspections and Scoring Page 12 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 332.5 ft. 00:16:16 TF 399. 6 ft. 00:25:36 AMH 6 .000 ❑ 2 / The Mirage at Sailboat Cove - Manhole ' Mh 5'-Ma nh ole'Mh 4'-TF at 332 .5 ft.JPG / The Mirage at Sailboat AT MH 4 Cove -Manhole ' Mh 5'-Manh ole'Mh 4'-A MH at 399.6 ft.JPG PACP v7.0 inspections and Scoring Page 13 of 59 PACP v7.0 Inspections and Scoring General Inf ormation: Surveyed by: Geo P/O number: Sheet number: Direction: D PACP certificate no.: Work order no.: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Reviewer certificate no. Owner: Customer: Project name: The Mirage at Sailboat C ove Date cleaned: Flow control: Start date/time: 20201228 16:04 Purpose: C Inspection Status: Consequence of failure: Pressure value: Lo catio n: Drainage area: Pipe segment ref.: Street: MH4-M H3 1 BLDG 9 NW 17 CT Location code: Location details: City: OPA LOCKA Pipe: Sewer use: SS Coating method: Height: 8 in. Pipe joint length: Width: 8 in. Total length: 176.9 ft. M easurements : i;)srream MH No: Rim to invert: MH4 1 8.4 ft. Du e ristream MH No: Rim to invert: MH3 Coordinate system: Additio nal Information: Vertical datum: Shape: c Length surveyed: 176 .9 ft. Material: PVC Year laid: Lining method: Year renewed: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to grade: Grade to invert: Northing: GPS accuracy: Easting: Elevation: PACP v7.0 Inspections and Scoring Pag e 14 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Defects Grade Rating Rating Overall: Pipe Rating Pipe Rating Pipe Rating LoF Risk Index Inde x 1 0 0 2 2100 2.00 0 _ 0 0 0000 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0. 0 ft. MWL 35. 6 ft. 00:04:13 MWLS ❑ / 5 ❑ / 10 ❑ / 2 MH4 46. 3 ft. 00:04:41 TF 6.000 ❑ 2 / 46. 3 ft. 00:08:59 TF 6.000 ❑ 2 / 65.8 ft. 00:09:50 TF 6. 000 ❑ 2 / - --- ---------- 85.1 ft. 00:10:34 TF 6. 000 ❑ 2 / 106. 0 ft. 00:12:53 TF 6. 000 ❑ 2 / 126. 5 ft. 00:14:57 TF 6. 000 ❑ 2 / 176. 9 ft. 00:17:23 AM H The Mirage at Sailb oat Cove-SAccessManhole 'MH4'-SAccess Manhole 'MH3'-TF at 126 .5 ft.JPG The Mirage at Sailboat AT MH 3 C ove-SAccessMa nh ole 'MH4'-SAccessManhole ' MH3'-A MH at 176 .9 ft .JPG PA CP v7.0 Inspections a nd Scoring Pag e 15 of 59 PACP v7.0 Inspections and Scoring General Inf ormation: Surveyed by: Geo P/0 number: Sheet number: Direction: D PACP certificate no.: Work order no.: Weather: 1 Technology used: Reviewed by: Media label: Reviewer certificate no. Owner: Customer: Project name: The Mirage at Sailboat Cove Pre -cleaning: Date cleaned: I� Start date/time: 20201229 09:45 Flow control: Purpose: Inspection Status: Consequence of failure: Pressure value: Lo cation: urau Iagc area: Pipe segment ref.: Street: I MH13-MH12 1 BLDG 18 NW 143 ST City: Location code: Location details: OPA LO CKA 1 Pipe: Sewer use: SS Coating method: M easurements: Upstream MH No: Mh 13 Downstream MH No: Rim to invert: Mh 12 Coordinate system: Additional Information: Vertical datum: Height: 8 in. Pipe joint length: Width: Total length: 114.4 ft. Shape: Material: C PVC 1 Length surveyed: Year laid: 114.4 ft. Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: I I I I I I Rim to grade: Grade to invert: Northing: Easting: Elevation: GPS accuracy: PACP v7.0 Inspections and Scoring Page 16 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 2 2100 2.00 0 0 0 0000 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. A MH 0. 0 ft. MWL 10. 0 ft. 00:02:14 TF 6.000 5 Mh 13 ❑ 9/ 28. 0 ft. 00:03:10 TF 6.000 50. 1 ft. 00:04:05 TF 6. 000 70.8 ft. 00:05:01 TF 6.000 70. 8 ft. 00:05:11 M WLS 10 114. 4 ft. 00:06:49 AMH ❑ 3/ ❑ 3/ 3/ AT MH 12 PACP v7.0 Inspections and Scoring Page 17 of 59 PACP v7.0 Inspections and Sc oring General Inf ormation: Surveyed by: Geo P/O number: Sheet number: Direction: D Lo cation: Drainage area: City: OPA LO CKA PACP certificate no.: Work order no .: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: -J Reviewer certificate no. Owner: Customer: Project name: The Mirage at Sailboat Cove Date cl ean ed: Inspection Status: Pipe segment ref.: Street: BLDG 14 NW 143 ST M H12-MH11 Pipe: Sewer use: SS Coating method: Measurements: Upstream MH No: Mh 12 Height: 8 in. Pipe joint length: Flow control: Start date/time: 20201229 10:06 Purpose: Consequence of failure: Pressure value: Location code: Location details: Width: 8 in. To tal length: 393.7 ft. Rim to invert: Downstream MH No: Rim to invert: Mh 11 Coordinate system: Additio nal Information: Vertical datum: Shape: Material: 1 C I PVC Length surveyed: Year laid: 393.7 ft . Rim to grade: Grade to invert: Northing: Rim to grade: Grade to invert: Northing: GPS accuracy: Easting: Easting: Lining method: Year renewed: Elevation: Elevation: PACP v7.0 Inspections and Scoring Page 18 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 6 2300 2 .00 0 0 2 2100 2.00 8 2.00 2 3 6 1 2 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AM H 0.0 ft. MWL ❑ / 5 ❑ / 21.5 ft. 00:02:19 TF 6.000 ❑ 9 / The Mirage at Sailboat Cove -Manh ole 'Mh 12' -Manh ole 'Mh 11'-TF at 21.5 ft .JPG 52. 2 ft. 00:03:29 TF 6. 000 62. 0 ft. 00:04:08 TF Mh 12 9 / The Mirage at Sailboat Cove -Manhole 'Mh 12' -Manhole ' Mh 11'-TF at 52.2 ft.JPG 6. 000 ❑ 9 / The Mirage at Sailboat Cove - Manhole 'Mh 12' -Manhole ' Mh 11'-TF at 62.0 ft.JPG 81. 6 ft. 00:04:57 TF 6. 000 ❑ 9 / The Mirage at Sailboat C ove -Manhole ' Mh 12' -Manh ole 'Mh 11'-TF at 81.6 ft.JPG 101. 1 ft. 00:07:41 TF 6. 000 ❑ 9 / The Mirage at Sailboat C ove -M anhole ' Mh 12' -M anhole ' Mh 11'-TF at 101 .1 ft .JPG PACP v7.0 Inspections and Scoring Page 19 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 147. 1 ft. 00:10:34 TF 6.000 ❑ 10 / The Mirage at Sailboat Co ve -Manhole 'Mh 12' -Manhole 'Mh 11'-TF at 147 .1 ft.JPG 156. 9 ft. 00:11:12 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove -Manh ole ' Mh 1T -Manhole 'Mh 11'-TF at 156.9 ft .JPG 158. 8 ft. 00:12:01 TF 6.000 ❑ 10 / The Mirage at Sailboat Cove -Manh ole 'Mh 12' - Manh ole ' Mh 11'-TF at 158 .8 ft.JPG 177.9 ft. 00:13:01 TF 6.000 LJ 9 / The Mirage at Sailb oat Co ve -Manh ole ' Mh 12' -Manhole 'Mh 11'-TF at 177.9 ft.JPG 179. 5 ft. 00:13:43 TF 6.000 LJ 3 / The Mirage at Sailboat C ove -Manhole 'Mh 12' -Manhole 'Mh 11'-TF at 179 .5 ft .JPG 185.5 ft. 00:14:11 M WLS 10 2 The Mirage at Sailboat C ove -Ma nh ole 'Mh 12' -Manhole 'Mh 11'- MWLS at 185.5 ft .JPG 190.3 ft. 00:14:25 DAGS 5 ❑ 11 / 1 2 The Mirage at Sailboat C ove -Manhole 'Mh 12' - Manhole 'Mh 11'-DAGS at 190 .3 ft .JPG 197.6 ft. 00:15:18 TF 6.000 ❑ 2 / The Mirage at Sailb oat Cove -Manh ole 'Mh 12' -Manhole 'Mh 11'-TF at 197.6 ft.JPG PACP v7.0 Inspections and Scoring Page 20 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 199.4 ft. 00:15:47 TF 6 .000 ❑ 11 / The Mirage at Sailboat C ove - Manh ole 'Mh 12'- Manhole'Mh 11'-TF at 199 .4 ft .JPG 217.5 ft. 00:17:12 TF 219. 3 ft. 00:17:53 TF 238. 6 ft. 00:19:21 TF 6.000 ❑ 10 / The Mirage at Sailboat Cove -Manh ole ' Mh 12'- Manhole' Mh 11'-TF at 217 .5 ft.JPG 6 .000 ❑ 2 / The Mirag e at Sailboat Cove -Manhole 'Mh 12'-Manh ole' Mh 11'-TF at 219.3 ft.JPG 6 .000 LI 3 / The Mirage at Sailb oat Co ve -Manhole 'Mh 12'-Manh ole'Mh 11'-TF at 238.6 ft .JPG 263.1 ft. 00:21:04 TF 6. 000 10 / The Mirage at Sailb oat Cove - Manh ole 'Mh 12'-Manhole'Mh 11'-TF at 263.1 ft .JPG 288.9 ft. 00:23:05 TF 6.000 ❑ 10 / The Mirage at Sailb oat C ove - Manhole ' Mh 12'-Manhole'Mh 11'-TF at 288.9 ft.JPG 310.0 ft. 00:24:18 TF 314.6 ft. 00:24:40 MWLS 6.000 ❑ 10 / The Mirage at Sailboat C ove -Manhole 'Mh 12'-Manhole' Mh 11'-TF at 310.0 ft.JPG 10 2 The Mirage at Sailboat Cove -Manh ole 'Mh 12' -Manh ole 'Mh 11'-MWLS at 314.6 ft.JP G PACP v7. 0 Inspections and Scoring Page 21 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 325.9 ft. 00:25:22 TF 6 .000 ❑ 9 / The Mirage at Sailboat Cove -Manhole 'Mh 12' - Manhole 'Mh 11'-TF at 325.9 ft .JPG 338. 9 ft. 00:26:10 MWLS 10 ❑ 2 The Mirage at Sailb oat Cove - Manhole ' Mh 12' - Manhole 'Mh 11'-MWLS at 338.9 ft.JPG 344. 5 ft. 00:26:32 TF 6.000 ❑ 9 / The Mirage at Sailboat Co ve -Manhole 'Mh 12' - Manh ole ' Mh 11'-TF at 344.5 ft .JPG 390. 1 ft. 00:28:32 TF 6.000 ❑ 9 / The Mirage at Sailboat C ove -Manhole ' Mh 12' - Manhole 'Mh 11'-TF at 390 .1 ft .JPG 393. 7 ft. 00:30:22 AMH ❑ / The Mirage at Sailboat AT MH 11 Co ve - Manhole ' Mh 12' - Manh ole 'Mh 11'-AMH at 393.7 ft.JPG PACP v7.0 Inspections and Scoring Page 22 of 59 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Geo P/0 number: PACP certificate no .: Work order no.: 1 Sheet number: Weather: Direction: D Location: Drainage area: City: OPA LOCKA Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref .. M H11-MH10 Pipe: Sewer use: SS Coating method: Measurements: Upstream MH No: Mh 11 Location code: Reviewer certificate no. Owner: Customer: Project name: Start date/time: The Mirage at Sailboat Cove 20201229 11:48 Date cleaned: Fl ow control: Purpose: C Inspection Status: Consequence of failure: Pressure value: Street: I BLDG 14 NW 143 ST Location details: Height: Width: 8 in. I 8 in. Pipe joint length: Total length: 218.5 ft. Shape: C Length surveyed: 218 .5 ft . Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Downstream MH No: Rim to invert: Mh 10 Coordinate system: Addition al Info rmation: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: Easting: Elevation: PACP v7. 0 Inspections and Scoring Page 23 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Defects Grade Rating Rating Pipe Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating Index LoF Risk 1 0 0 0 0000 0 0 0 0000 0 .00 0 2 0 0 0.00 L 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH 0.0 ft. MWL 5 ❑ / Mh 11 14.0 ft. 00:02:32 TF 6.000 ❑ 10 / 32. 7 ft. 00:03:52 TF 6.000 ❑ 10 / 54. 3 ft. 00:06:59 TF 6. 000 ❑ 10 / The Mirage at Sailboat Co ve -Manhole 'Mh 11' -Manh ole 'Mh 10'-TF at 54 .3 ft.JPG 73. 8 ft. 00:07:50 112. 8 ft. 00:09:31 138. 1 ft. 00:10:48 TF TF TF 6. 000 ❑ 9 / The Mirage at Sailboat C ove -Manh ole ' Mh 11' -Manhole ' Mh 10'-TF at 73.8 ft .JPG 6.000 ❑ 10 / The Mirage at Sailb oat Co ve -Manhole 'Mh 11' -Manh ole 'Mh 10'-TF at 112 .8 ft.JPG 6.000 ❑ 10 / The Mirage at Sailboat Cove -Manhole 'Mh 11' -Manhole 'Mh 10'-TF at 138.1 ft.JPG 152. 5 ft. 00:12:46 TF 6. 000 ❑ 10 / The Mirage at Sailboat Cove -Manh ole 'Mh 11' -Manh ole 'Mh 10'-TF at 152.5 ft.JPG PACP v7.0 Inspections and Scoring Pag e 24 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 176. 0 ft. 00:13:50 TF 6.000 ❑ 10 / The Mirage at Sailboat C ove -Manh ole 'Mh 11' -Manhole 'Mh 10'-TF at 176 .0 ft.JPG 195.7 ft. 00:14:52 TF 6.000 ❑ 11 / The Mirage at Sailboat Cove - Manhole 'Mh 11' -Manh ole ' Mh 10'-TF at 195 .7 ft .JPG 218. 5 ft. 00:19:24 AMH ❑ / The Mirage at Sailb oat AT MH 10 Cove - Manh ole 'Mh 11' - Manhole ' Mh 10'-A MH at 218 .5 ft .JPG PACP v7.0 Inspections and Scoring Pag e 25 of 59 PACP v7.0 Inspections and Scoring General Inf ormati on: )urveyed by: Geo PACP certificate no.: P/0 number: Work order no.: Sheet number: Direction: D Weather: 1 Technology used: Reviewed by: Reviewer certificate no. Owner: Media label: Project name: The Mirage at Sailboat Cove Pre -cleaning: J Customer: Start date/time: 20201229 13:47 Date cleaned: Flow control: Purpose: Inspection Status: Consequence of failure: Pressure value: Locatio n: Drainage area: Pipe segment ref.: Street MH10-M H2 I BLDG 12 NW 143 ST City: OPA LO CKA Pipe: Sewer use: Height: SS 8 in. Coating method: Pipe joint length: M easurements: u:: trearn MH No: Mh 10 Location code: Location details: Width: Total length: 289. 0 ft. Shape: C Material: PVC Lining method: Length surveyed: Year laid: Year renewed: 289 .0 ft . Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Downstream MH No: Rim to invert: Mh 2 Coordinate system: Additio nal Information: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: Easting: Elevation: PACP v7.0 Inspections and Scoring Page 26 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Inde x 1 0 0 10 2500 2 .00 0 0 0 0000 0.00 10 2 .00 2 5 10 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH 0.0 ft. M WL 6.6 ft. 00:00:22 M WLS ❑ / 5 ❑ / Mh 10 10 ❑ / 2 The Mirage at Sailboat Co ve - Manhole ' Mh 10' - Manhole 'Mh 2'-MWLS at 6 .6 ft .JPG 16. 0 ft. 00:00:53 TF 6. 000 ❑ 10 / The Mirage at Sailboat Co ve -Manhole 'Mh 10' - Manh ole ' Mh 2'-TF at 16.0 ft.JPG 36. 6 ft. 00:01:48 TF 6.000 ❑ 10 / The Mirage at Sailboat Co ve -Manhole ' Mh 10' -Manhole 'Mh 2'-TF at 36 .6 ft .JPG 54. 3 ft. 00:02:35 TF 6.000 ❑ 10 / The Mirage at Sailboat C ove -Manh ole ' Mh 10' -Manhole 'Mh 2'-TF at 54.3 ft .JPG 74. 5 ft. 00:04:24 TF 6. 000 ❑ 10 / The Mirage at Sailboat C ove -Ma nhole 'Mh 10' -Manhole ' Mh 2'-TF at 74.5 ft.JPG PACP v7.0 Inspections and Scoring Page 27 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 94.7 ft. 00:05:24 TF 6 .000 ❑ 10 / The Mirage at Sailboat Cove -Manhole 'Mh 10' -Manhole ' Mh 2'-TF at 94.7 ft.JPG 129.8 ft. 00:06:37 TF 6 .000 ❑ 10 / The Mirage at Sailb oat Cove -Manhole 'Mh 10' - Manhole ' Mh T-TF at 129 .8 ft.JPG 152.5 ft. 00:07:20 M WLS 10 ❑ / 2 The Mirage at Sailboat Cove -Manhole 'Mh 10' -Manhole ' Mh 2'-MWLS at 152 .5 ft .JPG 155.4 ft. 00:07:36 TF 157.1 ft. 00:07:51 TF 163. 6 ft. 00:08:12 M WLS 6.000 ❑ 2 / The Mirage at Sailboat C ove - Manhole ' Mh 10' - Manhole ' Mh 2'-TF at 155.4 ft.JPG 6.000 ❑ 10 / The Mirage at Sailb oat Cove -Manhole 'Mh 10' - Manhole 'Mh 2'-TF at 157 .1 ft.JPG 10 The Mirage at Sailb oat Cove - Manhole 'Mh 10' - Manh ole 'Mh 2'-MWLS at 163.6 ft.JPG 171. 6 ft. 00:08:42 TF 6. 000 ❑ 2 / The Mirage at Sailb oat Cove -Manhole ' Mh 10' -Manh ole 'Mh T-TF at 171.6 ft.JPG 173.7 ft. 00:09:08 TF 6.000 ❑ 10 / The Mirage at Sailboat Cove -Manhole 'Mh 10' -Manhole 'Mh T-TF at 173.7 ft.JPG PACP v7. 0 Inspections and Scoring Page 28 of 59 Observations Distance Video Ref. PACP Code Continu ous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 193. 6 ft. 00:09:54 TF 6.000 ❑ 2 / The Mirage at Sailboat Cove - Manh ole ' Mh 10' -Manhole 'Mh 2'-TF at 193.6 ft.JPG 195.4 ft. 00:10:13 TF 6 .000 ❑ 10 / The Mirage at Sailboat Co ve -Manhole ' Mh 10' - Manhole ' Mh 2'-TF at 195.4 ft .JPG 200. 0 ft. 00:10:29 MWLS 10 ❑ / 2 The Mirage at Sailb oat C ove -Manhole 'Mh 10' -Manhole ' Mh 2'- MWLS at 200.0 ft.JPG 209. 4 ft. 00:10:54 TF 210.9 ft. 00:11:18 TF 215.4 ft. 00:11:39 TF 238.2 ft. 00:12:35 MWLS 6.000 LJ 2 / The Mirage at Sailboat C ove - Manhole ' Mh 10' -Manhole ' Mh 2'-TF at 209 .4 ft.JPG 6. 000 ❑ 10 / The Mirage at Sailboat C ove -Manh ole 'Mh 10' -Manhole 'Mh T-TF at 210 .9 ft.JPG 6.000 ❑ 2 / The Mirage at Sailb oat Cove -Manh ole 'Mh 10' -Manhole 'Mh 2'-TF at 215.4 ft.JPG 10 / 2 The Mirage at Sailboat Cove -Manh ole ' Mh 10' -Manh ole 'Mh 2'-MWLS at 238.2 ft.JPG 258. 7 ft. 00:13:24 TF 6. 000 ❑ 10 / The Mirage at Sailboat Co ve -Manh ole 'Mh 10' -Manhole ' Mh 2'-TF at 258.7 ft .JPG PACP v7.0 Inspections and Scoring Page 29 of 59 Observations Distance Video Ref . PACP Code C ontinuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 280. 3 ft. 00:14:29 TF 6 .000 ❑ 10 / The Mirage at Sailboat Cove -Manhole 'Mh 10' -Manhole 'Mh T-TF at 280 .3 ft .JPG 284.9 ft. 00:14:55 MGO ❑ / The Mirage at Sailboat DROP CONNECTION Cove -Manhole ' Mh 10' - Manh ole 'Mh 2'-MGO at 284.9 ft .JPG 289.0 ft. 00:18:21 AMH ❑ / The Mirage at Sailboat AT MH 2 Cove -Manhole ' Mh 10' - Manhole ' Mh 2'-AMH at 289.0 ft .JPG PACP v7. 0 Inspections and Scoring Page 30 of 59 PACP v7.0 Inspections and Scoring General Information: Surveyed by: PACP certificate no .: Geo P/O number: Sheet number: Direction: D Lo catio n: Drainage area: City: OPA LOCKA Reviewed by: I Work order no.: Media label: Project name: Start date/time: I The Mirage at Sailboat Cove I 20201229 15:04 Weather: Pre -cleaning: Date cleaned: Flow control: Purpose: Reviewer certificate no. Owner: Customer: 1 J Technology used: Pipe segment ref.: MH16-MH14 Pipe: Sewer use: Height: SS 8 in. Coating method: Pipe joint length: Measurements: Ui,�ir2ai7� MH No: Mh 16 Location code: Inspection Status: Street: I BLDG 31 NW 142 TER Location details: Width: Total length: 395.6 ft. Rim to invert: Downstream MH No: Rim to invert: Mh 14 Coordinate system: Vertical datum: A dditional Information: Consequence of failure: C Pressure value: Shape: Material: I C 1 PVC I Length surveyed: Year laid: I 395.6 ft. I I Lining method: Year renewed: Rim to grade: Grade to invert: Northing: Easting: Elevation: I I I Rim to grade: Grade to invert: Northing: GPS accuracy: Easting: Elevation: PACP v7. 0 Inspections and Scoring Page 31 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 4 2200 2 .00 0 0 42 412B 2.10 46 2.09 2 2 4 19 38 3 0 0 0 0 4 0 0 1 4 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0. 0 ft. MWL 5 ❑ / Mh 16 8.0 ft. 00:03:13 TFA 6.000 ❑ 2 / 10. 1 ft. 00:04:05 TF 6.000 ❑ 10/ 28.8 ft. 00:05:29 TF 6.000 50.0 ft. 00:06:43 TF 68. 8 ft. 00:07:39 TF 70. 7 ft. 00:08:09 TF 88.6 ft. 00:10:12 TF 90. 4 ft. 00:10:28 TF 108. 7 ft. 00:11:44 TF 110. 3 ft. 00:12:14 TFA 129. 3 ft. 00:13:57 TFA 130. 8 ft. 00:14:15 6.000 6.000 10/ 2/ 2l 6.000 6.000 6.000 6. 000 10/ 2/ 10/ 10/ 6. 000 2/ 6. 000 LJ 12 / The Mirage at Sailboat C ove - Manhole 'Mh 16' -Manh ole 'Mh 14'-TF A at 129 .3 ft.JPG TF 6.000 ❑ 10 / The Mirage at Sailb oat Cove -Manhole ' Mh 16' -Manh ole ' Mh 14'-TF at 130.8 ft .JPG PACP v7.0 Inspections and Scoring Page 32 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 136.7 ft. 00:14:38 DAGS 5 ❑ 10 / 2 The Mirage at Sailboat Cove -Manhole 'Mh 16' - Manhole 'Mh 14'-DAGS at 136.7 ft.JPG 148. 8 ft. 00:15:30 TF 159.6 ft. 00:16:08 MWLS 169.1 ft. 00:16:32 TF 186. 1 ft. 00:18:03 TFA 187. 8 ft. 00:18:30 TF 205. 0 ft. 00:19:09 TF 206. 8 ft. 00:19:32 TFA 6.000 10 11 / The Mirage at Sailb oat Cove -Manhole 'Mh 16'-Manh ole'Mh 14'-TF at 148.8 ft .JPG The Mirage at Sailboat C ove -Manhole ' Mh 16'-Manhole'Mh 14'- MWLS at 159 .6 ft.JPG 6.000 LJ 2 / The Mirage at Sailboat Co ve -Manh ole 'Mh 16'-Manhole'Mh 14'-TF at 169.1 ft .JPG 6.000 ❑ 2 / The Mirage at Sailboat Co ve -Manh ole 'Mh 16' -Manh ole 'Mh 14'-TFA at 186 .1 ft .JPG 6.000 ❑ 10 / The Mirage at Sailboat Co ve - Manhole 'Mh 16'-Manh ole' Mh 14'-TF at 187.8 ft .JPG 6.000 ❑ 10 / The Mirage at Sailboat C ove -Manhole 'Mh 16'- Manh ole'Mh 14'-TF at 205.0 ft .JP G 6. 000 12 / The Mirage at Sailb oat Cove -Manhole ' Mh 16'-Manhole' Mh 14'-TFA at 206 .8 ft.JPG PACP v7.0 Inspections and Scoring Page 33 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 230.4 ft. 00:22:02 TF 6 .000 ❑ 2 / The Mirage at Sailboat Cove - Manh ole 'Mh 16' - Manh ole 'Mh 14'-TF at 230.4 ft .JPG 231.8 ft. 00:22:27 TF 6.000 ❑ 10 / The Mirage at Sailboat Cove -Manh ole ' Mh 16' -Manhole 'Mh 14'-TF at 231.8 ft .JPG 250. 0 ft. 00:23:17 TF 6 .000 ❑ 2 / The Mirage at Sailboat C ove - Manh ole 'Mh 16' -Manhole 'Mh 14'-TF at 250 .0 ft.JPG 251. 7 ft. 00:23:36 TF 266.8 ft. 00:24:15 TF 289. 3 ft. 00:25:37 DAGS 6 .000 ❑ 10 / The Mirage at Sailboat C ove -Manhole 'Mh 16' - Manhole ' Mh 14'-TF at 251.7 ft.JPG 6. 000 LJ 10 / The Mirage at Sailboat Cove -Manhole 'Mh 16' - Manhole 'Mh 14'-TF at 266.8 ft .JPG 30 ❑ 2 / The Mirage at Sailb oat IN LATERAL C ove - Manhole 'Mh 16' -Manhole 'Mh 14'-DAGS at 289 .3 ft.JPG 289.3 ft. 00:26:17 TF 6.000 ❑ 2 / The Mirage at Sailb oat 90% GREASE Cove -Manhole 'Mh 16' -Manhole ' Mh 14'-TF at 289 .3 ft .JPG 303. 8 ft. 00:27:53 DAGS SO1 5 ❑ 9 / 12 2 The Mirage at Sailboat Co ve - Manhole 'Mh 16' -Manhole 'Mh 14'-DAGS at 303 .8 ft.JPG PACP v7. 0 Inspections and Scoring Page 34 of 59 Observations Distance Video Ref. PACP Code Continu ous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 311.9 ft. 00:28:52 TF 6.000 ❑ 2 / The Mirage at Sailboat 50 % GREASE C ove -Manhole 'Mh 16'-Manhole'Mh 14'-TF at 311 .9 ft.JPG 331. 0 ft. 00:30:40 TFA 6.000 ❑ 2 / The Mirage at Sailboat 80 % GREASE C ove -Manhole 'Mh 16' -Manhole 'Mh 14'-TFA at 331 .0 ft.JPG 351. 6 ft. 00:31:39 TF 6.000 ❑ 2 / The Mirage at Sailboat 50% GREASE C ove -Manh ole 'Mh 16'-Manhole'Mh 14'-TF at 351 .6 ft .JPG 389. 4 ft. 00:33:40 M WLS 20 ❑ / 2 The Mirage at Sailboat C ove - Manh ole 'Mh 16' -Manhole ' Mh 14'- MWLS at 389 .4 ft.JPG 395.6 ft. 00:34:18 AMH ❑ / The Mirage at Sailboat AT MH 14 Co ve - Manhole ' Mh 16' -Manhole 'Mh 14'-AMH at 395 .6 ft .JPG 395. 6 ft. 00:34:38 DAGS F01 5 ❑ 9 / 12 2 The Mirage at Sailboat C ove -Manhole 'Mh 16' - Manhole 'Mh 14'-DAGS at 395.6 ft.JPG PACP v7. 0 Inspections and Scoring Page 35 of 59 PACP v7.0 Inspecti ons and Scoring General Informati on: -)urveyed by: Geo P/O number: Sheet number: Direction: D Locatio n: Drainage area: City: OPA LOCKA PACP certificate no.: Work order no .: Weather: 1 Technology used: Reviewed by: Reviewer certificate no . Owner: Customer: M edia label: Project name: The Mirage at Sailboat Cove Pre -cleaning: J Pipe segment ref.: MH15-MH14 Location code: Pipe: Sewer use: Height: Width: SS I 8 in. I 8 in. Coating method: Pipe joint length: Total length: I I 73. 3 ft. Measurements: Upstream MH No: Mh 15 Downstream MH No: Mh 14 Coordinate system: A dditional Info rmation: Date cleaned: Start date/time: 20201229 16:18 Flow control: Purpose: Inspection Status: Consequence of failure: Pressure value: Street: BLDG 27 NW 17 ST Location details: Shape: C Length sur veyed: 73.3 ft . Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to invert: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: Easting: Elevation: PACP v7.0 Inspections and Scoring Page 36 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Inde x O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 2 2100 2 .00 0 0 0 0000 0 .00 2 2.00 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. 0.0 ft. A MH MWL ❑ / 5 ❑ / Mh 15 21.8 ft. 00:03:00 TFA 6.000 ❑ 3 / 38. 6 ft. 00:04:29 TF 6.000 ❑ 3/ 56.9 ft. 00:05:15 TF 6.000 61.7 ft. 00:05:37 M W LS 69.3 ft. 00:06:13 TF 73. 3 ft. 00:08:00 AMH ❑ 9/ 20 6.000 / 2 6/ ❑ DROP The Mirage at Sailboat AT MH 14 C ove -Manh ole 'Mh 15' - Manhol e ' Mh 14'-A MH at 73 .3 ft.JPG PACP v7. 0 Inspections and Scoring P ag e 37 of 59 PACP v7.0 Inspecti ons and Scoring General Informati on: Surveyed by: Geo P/O number: Sheet number: Direction: D Location: Drainage area: City: O PA LOCKA PACP certificate no.: Work order no.: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref .: MH-14 TO MH-1 Pipe: Sewer use: SS Coating method: Me asurements: Upstream MH No: MH-1 Height: 8 in. Pipe joint length: Downstream MH No: M H-14 Coordinate system: Location code: Z Width: 8 in. Total length: 108.0 ft. Rim to invert: Rim to invert: Reviewer certificate no. Owne r Fl otech Envir omental Project name: The Mirage at Sailboat Cove Date cleaned: 20201230 Inspection Status: Street: BLDG 27 NW 17 ST Flow control: P Consequence of failure: Customer: Start date/time: 20201230 08:31 Purpose: A Pressure value: Location details: Shape: C Length surveyed: 108.0 ft . Material: PVC Year laid: Rim to grade: Grade to invert: Northing: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: Additio nal Informatio n: MANHOLE DEPTH 8 FEET Lining method: Year renewed: Easting: Easting: Elevation: Elevation: PACP v7. 0 Inspections and Scoring Page 38 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating L oF Risk Inde x 1 0 0 0 0000 gawp0 0 0 0000 0.00 ? 0 I 0.00 2 0 0 0 0 3 0 0 0.00 : 0 0 4 0 0 - 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0. 0 ft. MWL 19. 2 ft. 00:05:01 MGP 108. 0 ft. 00:14:37 AM H 5 ❑ / MH-1 The Mirage at Sailb oat Co ve-AMH ' MH-1'-AMH 'MH-14'-MGP at 19 .2 ft .JPG The Mirage at Sailboat AT MH 1 C ove-AMH 'MH-1'-AMH 'MH-14'-AMH at 108 .0 ft.JPG PACP v7. 0 Inspections and Scoring Page 39 of 59 PACP v7 .0 Inspections and Scoring General Information: Surveyed by: Geo P/O number: PACP certificate no.: Reviewed by: Work order no.: Media label: Sheet number: Weather: 1 Direction: Technology used: D Pre -cleaning: J Reviewer certificate no. Owl (r Customer: Project name: The Mirage at Sailboat C ove Date cleaned: 20201230 Flow contr ol: P Start date/time: 20201230 09:59 Purpose: Inspection Status: Consequence of failure: Pressure value: Locatio n: Drainage area: Pipe segment ref.: Street: 1 MH-22 TO MH-1 1 14331 NW 16TH CT EXIT OF THE COMUNITY City O PA LO CKA Pipe: Sewer use: Height: SS 1 8 in. Coating method: Pipe joint length: M easurements: Upstream MH No: M H-1 Downstream MH No: MH-22 Coordinate system: Vertical datum: Addition al Informatio n: MH DEPTH 8 FEET Location code: Width: 8 in. Total length: 92.7 ft. Rim to invert: Location details: EXIT Shape: C Length surveyed: 92 .7 ft . Material: PVC Year laid: Lining method: Year renewed: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to invert: Rim to grade: Grade to invert: Northing: GPS accuracy: Easting: Elevation: PACP v7. 0 Inspections and Scoring Page 40 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 2 2 4 2112 1 .33 0 0 0 0000 4 1.33 2 1 2 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH 0. 0 ft. MWL 8. 0 ft. 00:01:33 MGP 22. 7 ft. 00:03:04 MGP 45. 1 ft. 00:04:49 JSM 53.3 ft. 00:06:15 M GO 72. 5 ft. 00:07:44 JSM ❑ / 5 ❑ / MH-1 / The Mirage at Sailb oat Cove-AMH 'MH-1'-AMH ' MH-22'- MGP at 8.0 ft .JPG / The Mirage at Sailboat GREASE C ove-A MH 'MH-1'-AMH 'MH-22'-MGP at 22 .7 ft.JPG The Mirage at Sailb oat C ove-AMH 'MH-1'-AMH 'MH-22'-JSM at 45 .1 ft.JPG The Mirage at Sailboat GREASE Co ve-AMH 'MH-1'-A MH ' MH-22'-MGO at 53 .3 ft .JP G / The Mirag e at Sailb oat C ove-AMH 'MH-1'- AMH ' MH-22'-JSM at 72 .5 ft.JPG PACP v7.0 Inspections and Scoring Page 41 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location lst 2nd At/From To 81. 2 ft. 00:08:38 JOL ❑ / 2 The Mirage at Sailboat Cove-A MH 'MH-1'-AMH 'MH-22'-JOL at 81.2 ft .JPG 92.7 ft. 00:10:54 MGP 92.7 ft. 00:11:21 AM H / / The Mirage at Sailboat DUE TO THE OFFSET JOINT Cove-AMH 'MH-1'-A MH DID NOT PASS THE ' MH-22'-MGP at 92 .7 CA MERA ft .JPG Th e Mirage at Sailboat AT MH-1 Co ve-A MH 'MH-1'-AMH 'MH-22'-AMH at 92 .7 ft.JPG PACP v7. 0 Inspections and Scoring Page 42 of 59 PACP v7.0 Inspections and Scoring General Inf ormation: Surveyed by: PACP certificate no.: Geo P/O number: Work order no.: Sheet number: Weather: I 1 Direction: Technology used: D 1 Locatio n: Drainage area: City: OPA LOCKA Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: MH-2 TO MH-1 Location code: 1Z Pipe: sewer use: SS Coating method: Measurements: :Jp>st:earn MH No: M H-1 Height: 8 in. Pipe joint length: Downstream MH No: M H-2 Coordinate system: Width: 8 in. Total length: 21.2 ft. Reviewer certificate no . Ovvi r Customer: Flotech Enviromental I Project name: Start date/time: The Mirage at Sailboat C ove Date cleaned: 20201230 Inspection Status: Street: BY LIFT STATION Location details: Flow control: P Consequence 20201230 10:32 Purpose: A of failure: Pressure value: Shape: C Length surveyed: 21 .2 ft. Material: PVC Lining method: Year laid: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Vertical datum: GPS accuracy: Additional Information: 9 FEET OF DEPTH Elevation: PACP v7.0 Inspections and Scoring Pag e 43 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 1 1 1 1100 I ._ . .. 0 0 0 0000 1 1.00 2 0 0 0 0 3 0 0 1.00 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. 0.0 ft. A MH MWL 11.8 ft. 00:01:07 JO M 5 Li / MH-1 The Mirage at Sailb oat Co ve-A MH ' MH-1'-AMH 'MH-2'-JOM at 11 .8 ft .JPG 21.2 ft. 00:04:00 AM H ❑ / The Mirage at Sailboat AT MH-1 Cove-AMH ' MH-1'-A MH 'MH-2'-AMH at 21 .2 ft .JPG PACP v7.0 Inspections and Scoring Page 44 of 59 PACP v7.0 Inspecti ons and Sc oring General Informati on: Surveyed by: Geo P/O number: I I Sheet number: Weather: 1 Technology used: I I PACP certificate no .: Reviewed by: Work order no .: Media label: Direction: D Pre -cleaning: J Reviewer certificate no. Owner. Customer: Project name: The Mirage at Sailboat C ove Date cleaned: Inspection Status: Flow control: N Consequence of failure: Locatio n: Draii iage area: Pipe segment ref.: Street: MH-3 TO MH-2 I NEAR LIFT STATION NW 17ST City: OPA LOCKA Start date/time: 20201230 10:56 Purpose: A Pressure value: Location code: Location details: I I I Pipe: Sewer use: Height: Width: Shape: Material: Lining method: SS I 8 in. I 8 in. 1 C 1 PVC Coating method: Pipe joint length: Total length: Length surveyed: Year laid: Year renewed: I I 101. 2 ft. I 101.2 ft. I I I Measurements: Upstream MH No: M H-3 Downstream MH No: M H-2 Rim to invert: Rim to grade: Grade to invert: Northing: 1 I 1 Rim to invert: Rim to grade: Grade to invert: Northing: I I I Coordinate system: Vertical datum: GPS accuracy: Additional Information: DEPTH OF MANHO LE 12 FEET Easting: Elevation: Easting: Elevation: PACP v7. 0 Inspections and Scoring Page 45 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Inde x Index 1 0 0 0 0000 0 0 0 0000 0 2 0 0 0 0 3 0 0 0 .00 s 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AM H 0. 0 ft. MWL 5 ❑ / MH-3 41. 8 ft. 00:04:08 TFA 6.000 ❑ 1 / The Mirage at Sailboat C ove-A MH 'MH-3'-A MH 'MH-2'-TFA at 41 .8 ft .JPG 68. 5 ft. 00:06:16 TFA 90. 9 ft. 00:08:44 TFA 101. 2 ft. 00:10:49 AMH 6. 000 LI 1 / 6. 000 ❑ 1 / n / The Mirage at Sailboat Co ve-AMH 'MH-3'-AMH ' MH-2'-TF A at 68 .5 ft.JPG The Mirage at Sailboat Co ve-AMH 'MH-3'-AMH 'MH-2'-TF A at 90 .9 ft .JPG The Mirage at Sailb oat AT MH-1 C ove-AMH 'MH-3'-A MH 'MH-2'-AMH at 101 .2 ft .JPG PACP v7. 0 Inspections and Scoring Page 46 of 59 PACP v7.0 Insp ections and Scoring General I nformati on: Surveyed by: Ge o P/O number: Sheet number: Direction: D Lo cation: Drainage area: PACP certificate no.: Reviewed by: Work order no.: Weather: 1 Technology used: Media label: Pre -cleaning: J Pipe segment ref.: I MH-20 TO MH-19 City: OPA LOCKA Pipe: =wer use: SS Coating method: M easurements: !i, tr am MH No: MH-20 Height: 8 in. Pipe joint length: Downstream MH No: MH-19 Coordinate system: Location code: Width: 8 in. Total length: 121.9 ft. Rim to invert: Rim to grade: Rim to invert: Rim to grade: Vertical datum: Reviewer certificate no. Owner: Project name: The Mirage at Sailboat Cove Date cleaned: 20201230 Inspection Status: Flow control: N Consequence of failure: Street: BUILDING 35 NW 142ND TERRACE Customer: Start date/time: 20201230 12:48 Purpose: A Pressure value: Location details: Shape: C Length surveyed: 121 .9 ft. Grade to invert: Northing: A dditio nal Informatio n: DEPTH FOR MANHO LE 3 FEET Material: PVC Year laid: Grade to invert: Northing: GPS accuracy: Easting: Lining method: Year renewed: Easting: Elevation: Elevation: PACP v7.0 Inspections and Scoring Pag e 47 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Defects Grade Rating Rating Pipe Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 0 0000 0 0000 0 .00 0 0.00 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0.0 ft. AMH 0.0 ft. M WL 16.8 ft. 00:02:49 TFA 6.000 5 ❑ / ❑ 1/ MH-20 The Mirage at Sailboat Co ve -AM H ' M H -20' -AM H 'MH-19'-TFA at 16.8 ft.JPG 28.1 ft. 00:04:03 TFA 4. 000 ❑ 9 / Th e Mirage at Sailboat Co ve-AMH 'MH-20'-AMH 'MH-19'-TFA at 28.1 ft .JPG 34. 9 ft. 00:05:04 TFA 37. 0 ft. 00:06:00 TFA 3.000 ❑ 3 / The Mirage at Sailb oat Cove-AMH 'MH-20'-AMH 'MH-19'-TFA at 34.9 ft.JPG 3.000 ❑ 9 / The Mirage at Sailboat Cove-A MH ' MH-20'-AMH 'MH-19'-TFA at 37 .0 ft.JPG PACP v7.0 Inspections and Scoring Page 48 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 57. 4 ft. 00:07:34 TFA 3 .000 ❑ 3 / The Mirage at Sailb oat Cove -AM H 'MH-20'-AMH 'MH-19'-TFA at 57.4 ft .JPG 66. 8 ft. 00:08:33 TFA 3.000 ❑ 9 / The Mirage at Sailboat Co ve- AMH ' MH-20'-AMH 'MH-19'-TFA at 66 .8 ft.JPG 75. 3 ft. 00:09:39 TFA 3.000 95.7 ft. 00:12:32 TFA 3.000 LJ 1 / 121. 9 ft. 00:14:04 A MH 1/ / The Mirage at Sailboat Cove-AMH ' M H -20' -AM H ' MH-19'-TFA at 75.3 ft.JPG The Mirage at Sailboat Cove - AM H ' M H -20' -AM H ' MH-19'-TFA at 95 .7 ft.JPG The Mirage at Sailb oat AT MH-19 C ove -A M H 'M H -20' -AM H ' MH-19'-AMH at 121 .9 ft.JPG PACP v7. 0 Inspections and Scoring Pag e 49 of 59 PACP v7.0 Inspecti ons and Scoring General Inf ormation: ,eyed by: PACP certificate no.: Geo P/0 number: Work order no.: Media label: Project name: Start date/time: I I I The Mirage at Sailb oat C ove I 20201230 13:26 Sheet number: Weather: Pre -cleaning: Date cleaned: Flow control: Purpose: 11 I H I 20201230 IN I A Direction: Technology used: Inspection Status: Consequence of failure: Pressure value: D I I I I Reviewed by: Reviewer certificate no . Owner: Customer: Location: Drainage area: City: OPA LOCKA Pipe segment ref.: M H-19 TO MH-18 Street: I BUILDING 34 NW 142ND TERRACE Location code: Location details: Pipe: Sewer use: Height: Width: SS I 8 in. I 8 in. Coating method: Pipe joint length: Total length: I I 105. 0 ft. Measurements: Upstream MH No: M H-19 Downstream MH No: M H-18 Coordinate system: Shape: C Length surveyed: 105 .0 ft. Material: PVC Year laid: Lining method: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: I I 1 1 1 1 I Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: 1 1 I Vertical datum: GPS accuracy: A dditional Info rmation: M AN HOLE DEPTH 4 FEET PACP v7. 0 Inspections and Scoring Pag e 50 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 0 0 0 0 0000 y 0.00 0 2 0 0 0 0 3 0 0 0000 '' 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0. 0 ft. M WL 6.6 ft. 00:03:34 TF 3.000 ❑ / 5 ❑ / ❑ 10/ MH-19 The Mirage at Sailb oat Co ve-AMH 'MH-19'-AMH 'MH-18'-TF at 6 .6 ft.JPG 8.3 ft. 00:05:06 TF 3.000 ❑ 1 / The Mirage at Sailboat Cove -A M H 'MH-19'-AMH ' MH-18'-TF at 8.3 ft .JPG 23.3 ft. 00:07:13 TFA 3.000 ❑ 1 / The Mirage at Sailboat Cov e -A M H 'MH-19'-AMH 'MH-18'-TFA at 23.3 ft .JPG 39.8 ft. 00:08:16 TFA 3.000 ❑ 11 / The Mirage at Sailboat C ov e -A M H 'MH-19'-A MH 'MH-18'-TFA at 39 .8 ft .JPG 41. 5 ft. 00:08:49 TFA 3.000 ❑ 12 / The Mirage at Sailboat Cove -A M H 'MH-19'- AMH 'M H-18'-TFA at 41 .5 ft. JPG PA CP v7.0 Inspections and Scoring Page 51 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 63.8 ft. 00:10:00 TFA 4.000 ❑ 1 / The Mirage at Sailboat C ove-AMH ' MH-19'-AMH 'MH-18'-TFA at 63.8 ft .JPG . ........ ...._.... .... .. .. .. 65.7 ft. 00:10:37 TFA 3.000 ❑ 11 / The Mirage at Sailboat Cove -AM H 'MH-19'-A MH 'MH-18'-TF A at 65 .7 ft .JPG 79.9 ft. 00:11:45 TFA 81.8 ft. 00:12:45 TFA 105. 0 ft. 00:14:13 AMH 3 .000 ❑ 11 / The Mirage at Sailboat Co ve -AM H 'MH-19'-AMH ' MH-18'-TFA at 79 .9 ft.JPG 3.000 ❑ 2 / The Mirage at Sailboat Co ve-AMH 'MH-19'-A MH 'MH-18'-TFA at 81.8 ft .JPG / The Mirage at Sailboat AT MH-18 C ove-AMH 'MH-19'-AMH 'MH-18'-A MH at 105.0 ft.JPG PACP v7.0 Inspections and Scoring Page 52 of 59 PACP v7.0 Inspections and Scoring General Inf ormation: Surveyed by: Geo PACP certificate no.: Reviewed by: I I P/O number: Work order no .: Media label: I I Sheet number: Weather: Pre -cleaning: Date cleaned: 1 I J I 20201230 I Reviewer certificate no. Ovvntr. Customer: Project name: Start date/time: The Mirage at Sailboat Cove I 20201230 14:10 Direction: Technology used: Inspection Status: D Flow control: Purpose: IA Consequence of failure: Pressure value: Location: Drainage area: Pipe segment ref .: Street I M H-18 TO MH-17 BUILDING 33 NW 142ND TERRACE City: Location code: Location details: OPA LOCKA Pipe: H,ewer use: SS Coating method: M easurements: Upstream MH No: M H-18 Height: Width: 8 in. 8in. Pipe joint length: Total length: 115.9 ft. Shape: C Length surveyed: 115.9 ft. Material: PVC Lining method: Year laid: Year renewed: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: I 1 1 1 I I Downstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: I I I I Coordinate system: Vertical datum: GPS accuracy: I I I M H-17 Additional Information: MANHOLE DEPTH 4FEET Elevation: PACP v7. 0 Inspections and Scoring Page 53 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O&M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0 0 0000 0 0 0 0000 0 2 0 0 0 .00 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0.0 ft. M WL 23. 8 ft. 00:01:23 TFA ❑ / 5 ❑ / MH-18 3.000 ❑ 2 / The Mirage at Sailboat C ov e-AMH 'MH-18'-AMH ' MH-17'-TFA at 23.8 ft.JPG 43. 3 ft. 00:02:37 TFA 3.000 63. 7 ft. 00:03:41 TFA 83.8 ft. 00:04:48 TFA 1/ 3.000 ❑ 1 / 3.000 LL 1 / The Mirage at Sailboat Cove- AMH ' MH-18'-AMH ' MH-17'-TFA at 43 .3 ft .JPG The Mirage at Sailboat Cove -AM H 'MH-18'-AMH 'MH-17'-TF A at 63 .7 ft .JPG The Mirage at Sailboat Cove -AM H 'MH-18'-AMH 'MH-17'-TFA at 83 .8 ft.JPG PACP v7.0 Inspections and Scoring Page 54 of 59 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 115.9 ft. 00:10:54 A MH ❑ / The Mirage at Sailb oat AT MH-17 Cove -AM H 'MH-18'-AMH 'MH-17'-A MH at 115.9 ft .JPG PACP v7.0 Inspections and Scoring Page 55 of 59 PACP v7.0 Inspections and Scoring General Inf ormation: Surveyed by: Geo P/O number: Sheet number: Direction: D Lo cation: Drainage area: City: O PA LOCKA PACP certificate no.: Work order no .: Weather: 1 Technology used: Reviewed by: Media label: Pre -cleaning: J Pipe segment ref.: M H-17 TO MH-16 Pipe: - wer use: SS Coating method: M easurements: Upstream MH No: M H-17 Height: 8 in. Pipe joint length: Downstream MH No: Mh-16 Coordinate system: Location code: Width: 8 in. Total length: 203.1 ft. Rim to invert: Rim to grade: Rim to invert: Rim to grade: Vertical datum: Reviewer certificate no. Owner: I Project name: Start date/time: The Mirage at Sailb oat Cove I 20201230 14:51 I Date cleaned: Flow control: Purpose: 20201230 I P I A Inspection Status: Consequence of failure: Pressure value: I I I Customer: Street: BUILDING 32 MW 142ND TERRACE Location details: Shape: B Length surveyed: 203 .1 ft . Additional Information: MANHOLE DEPTH 6FEET Material: PVC Year laid: Year renewed: Grade to invert: Northing: Grade to invert: Northing: GPS accuracy: Easting: Lining method: Elevation: Easting: Elevation: PACP v7.0 Inspections and Scoring Page 56 of 59 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Rating Defects Grade Rating Rating Index O &M: Overall: Amount of Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating Rating Index Index 1 0 0:. 0 _ 0 0 0 0000 0 2 0 0 0 0 3 0 0 0000 :0 .00 = j 0 0 4 0 0 0 0 5 0 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . (mm) Location 1st 2nd At/From To Remarks 0. 0 ft. AMH 0.0 ft. M W L 7.3 ft. 00:02:40 TFA 29. 4 ft. 00:04:01 3.000 ❑ / 5 ❑ / ❑ 12/ TFA 31. 4 ft. 00:04:43 TFA The Mirage at Sailb oat C ove -AM H 'MH-17'-Manhole 'Mh-16'-TFA at 7.3 ft .JPG 3.000 ❑ 1 / The Mirage at Sailb oat C ove -AM H 'MH-17'-Manh ole 'Mh-16'-TFA at 29 .4 ft.JPG 3.000 ❑ 11 / Th e Mirage at Sailb oat Cove-AMH 'MH-17'-Manh ole 'Mh-16'-TFA at 31 .4 ft .JPG 48. 2 ft. 00:06:05 TFA 3.000 ❑ 1 / The Mirage at Sailboat Cove-AMH 'MH-17'-Manhole 'Mh-16'-TFA at 48.2 ft.JPG MH-17 PACP v7. 0 Inspections and Scoring Page 57 of 59 Observations Distance Vide o Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 50. 2 ft. 00:06:46 TFA 3.000 ❑ 11 / The Mirage at Sailboat Cove -AM H 'MH-17'- Manhole ' Mh-16'-TF A at 50.2 ft.JPG 68. 8 ft. 00:07:45 TFA 3 .000 ❑ 1 / The Mirage at Sailboat Co ve-A MH 'MH-17'-Manh ole ' Mh-16'-TF A at 68.8 ft .JPG 70. 8 ft. 00:08:15 TFA 3.000 ❑ 12 / The Mirage at Sailboat Co ve -AM H 'MH-17'-Manhole ' Mh-16'-TFA at 70.8 ft .JPG 88.3 ft. 00:09:08 TFA 3.000 LJ 1 / 90. 4 ft. 00:10:01 TFA 3.000 ❑ 11 / 114.0 ft. 00:11:27 TFA The Mirage at Sailboat Cove -A M H 'MH-17'- Manh ole 'Mh-16'-TFA at 88 .3 ft.JPG The Mirage at Sailboat Cove -AM H ' MH-17'- Manhole 'Mh-16'-TFA at 90.4 ft.JPG 3.000 ❑ 11 / The Mirage at Sailb oat 133. 6 ft. 00:13:39 TFA 3.000 ❑ 1 / Cove -AM H 'MH-17'- Manhole ' Mh-16'-TFA at 114.0 ft.JPG The Mirage at Sailb oat Cove -AM H 'MH-17'-Manhole 'Mh-16'-TFA at 133.6 ft.JPG PACP v7.0 Inspections and Scoring Page 58 of 59 Observations Distance Video Ref . PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref . Remarks (mm) Location 1st 2nd At/From To 155. 8 ft. 00:15:28 TFA 3 .000 157.6 ft. 00:16:26 TFA 3.000 167. 4 ft. 00:17:18 TFA 3 .000 169.3 ft. 00:18:44 TFA 3. 000 LJ 1 / ❑ 1/ 11 / 11 / The Mirage at Sailboat C ove -AM H 'MH-17'-Ma nh ole 'Mh-16'-TFA at 155 .8 ft .JPG The Mirage at Sailboat C ove-AMH 'MH-17'- Ma nh ole ' Mh-16'-TFA at 157.6 ft .JPG The Mirage at Sailboat Cove -A M H ' MH-17'-Manh ole 'Mh-16'-TFA at 167.4 ft.JPG The Mirage at Sailboat Co ve -A M H ' MH-17'- Manhole 'Mh-16'-TFA at 169.3 ft .JPG 189.5 ft. 00:20:33 TFA 3. 000 ❑ 11 / The Mirage at Sailb oat Cove -AM H 'MH-17'- Manhole ' Mh-16'-TFA at 189 .5 ft.JPG 191.2 ft. 00:21:07 TFA 3.000 ❑ 11 / 203.1 ft. 00:22:33 AM H / The Mirage at Sailb oat C ove -AM H 'MH-17'- Manhole 'Mh-16'-TFA at 191 .2 ft.JPG The Mirage at Sailb oat AT MH-16 Cove -AM H 'MH-17'-Manhole 'Mh-16'-AMH at 203.1 ft.JPG PACP v7.0 Inspections and Scoring Page 59 of 59