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HomeMy Public PortalAboutResolution No. 23-156 Conveyance of water and wastewater facilities Gratigny Industrial ParkSponsored by: Interim City Manager RESOLUTION NO. 23-156 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, AUTHORIZING THE INTERIM CITY MANAGER TO ACCEPT THE CONVEYANCE OF THE POTABLE WATER AND WASTEWATER FACILITIES AT THE GRATIGNY INDUSTRIAL PARK LOCATED AT 12805 NW 42ND AVENUE, OPA-LOCKA, FROM THE DEVELOPER, PROLOGIS LOGISTICS SERVICES INCORPORATED AND ENTER INTO THE AGREEMENT ATTACHED HERETO AS EXHIBIT "A"; PROVIDING FOR INCORPORATION OF RECITALS; PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the Developer, Prologis Logistics Services Incorporated ("Developer"), has completed the Gratigny Industrial Park (offices and warehouses) at 12805 NW 42nd Avenue, the City of Opa-Locka, Florida ("City"), and now desires to enter into an agreement with City to convey the constructed Potable Water and Wastewater Facilities to the City; and WHEREAS, the City desires to accept ownership and subsequent operation and maintenance of a Potable Water and Wastewater Facilities built as part of a recently completed development; and WHEREAS, the City Commission of the City of Opa-Locka desires to authorize the Interim City Manager to accept the conveyance of the Potable Water and Wastewater Facilities at the Gratigny Industrial Park located at 12805 NW 42nd Avenue, Opa-Locka, Florida from the Developer, Prologis Logistics Services Incorporated and enter into an agreement with Developer, attached hereto as Exhibit "A". 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 Interim City Manager to accept the conveyance of the Potable Water and Wastewater Facilities at the Gratigny Industrial Park at 12805 NW 42nd Avenue, Opa-Locka, from the Developer, Prologis Logistics Services Incorporated and enter into an agreement with Developer, attached hereto as Exhibit "A." 1 Resolution No. 23-156 APPROVED AS TO FORM AND LEGAL SUF ICIENCY: 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 of this Resolution may be authorized by the Interim City Manager, following review by the City Attorney, without need of public hearing, by filing a corrected copy of same with the City Clerk. SECTION 4. EFFECTIVE DATE This Resolution shall take effect upon the adoption and is subject to the approval of the Governor or Governor's Designee. PASSED and ADOPTED this 11th day of October, TEST: na Flores, City Clerk Bur a -tte Norris -Weeks, P.A. City Attorney Moved by: Commissioner Kelley Seconded by: Vice Mayor Ervin VOTE: 4-0 Commissioner Bass ABSENT Commissioner Kelley YES Commissioner Williams YES Vice Mayor Ervin YES Mayor Taylor YES John H. Terror Jr., Mayor City of Opa-locka Agenda Cover Memo Department Director: Airia Austin Department Director Signature: 1 c� � �j City Manager: Darvin Williams CM Signature: 4 /�J- ��'� { Commission Meeting Date: 09/27/2023 Item Type: (EnterX in box) Resolution Ordinance Other X Fiscal Impact: (EnterX in box) Yes No Ordinance Reading. (EnterX in box) 15t Reading 2nd Reading X Public Hearing: (Enter X in box) Yes No Yes No X X Funding Source: Account# : (Enter Fund & Dept) Ex: NA Advertising Requirement: (EnterX in box) Yes No X Contract/P.O. Required: (Enter X in box) Yes No RFP/RFQ/Bird#: N/A X Strategic Plan Related (Enter X in box) Yes No Strategic Man Priority Enhance Organizational Bus. & Economic Dev Public Safety Quality of Education Qual. of Life & City Image Communication Area: MI Strategic Plan Obj./Strategy: (list the specific objective/strategy this item will address) X mi MI • • • Sponsor Name City Manager Department: City Manager Short Title: Utility Infrastructure Conveyance and Service Agreement - Gratigny Industrial Park Staff Summary: Issue / Recommendation: The City wishes to accept ownership and subsequent operation and maintenance of a water distribution system and sewer force main built as part of a recently completed development. Staff recommend approval of the conveyance of this water distribution system to the City. History: It is normal in the development of major projects for the developer to build an internal water distribution system and sewer force main within the property and then subsequently convey it to the agency providing water services, at no cost, to allow metering at each location within the development receiving water services. This construction is part of the standard permitting process overseen by the City to ensure that it is constructed in full compliance with all City and other requirements. Current Activity: The developer, Prologis, has completed the Gratigny Industrial Park (offices and warehouses) at 12805 NW 42nd Avenue and now wishes to convey the water distribution system, excluding the service lines from the water mains to the individual buildings, and force main to convey wastewater effluent to the City Financial Impact: The developer retains responsibility for the maintenance of this infrastructure for the next five years, after which time the City will assume that responsibility. Proposed Action;.:: Staff recommends the City Commission authorize the Interim City Manager to accept the conveyance of the water distribution system at Gratigny Industrial Park at 12805 NW 42nd Avenue, Opa-locka, from the developer, Prologis. Attachment: 1. Agenda Cover Memo - Gratigny Industrial Park Conveyance and Service Agreement 2. MOPS Service Agreement 3. Owners Affidavit 4. Record Drawings 5. Sewer As-Builts R1 6. Sewer Bill of Materials 7. Sewer Certification 8. Sewer Easement 9. Utility Infrastructure Conveyance and Service Agreement 10. Warranty - Contractor 11. Water As-Builts 12. Water Bill of Materials 13. Water Easement 14. Water HRS Clearance 15. Water Main Pressure Test 16. Conveyance Checklist 17. Attorneys Affidavit 18. Backflow Certifications 19. Bacteriological Testing Results 20. Coating Certification 21. Exfiltration Test 22. Final Certification for Water and Sewer 23. Final Certification of Water and Sewer Easements 24. Final Payment Confirmation 25. Anal Waiver and Release of Lien - Contractor 26. Force Main Pressure Test 27. MDC Fire Inspection Results ATTORNEY'S AFFIDAVIT STATE OF COUNTY OF Alffa -bah BEFORE ME, the undersigned authority, on thi 17 s 14%. day of May, 2023, personally appeared Tracy R. Slavens, Esq., who is to me well known, and having been sworn upon oath, deposes and states: 1. My name is Tracy R. Slavens, Esq., I am over the age of twenty-one (21) years, am otherwise sui furls, and have personal knowledge of the facts asserted herein. 2. I am a licensed attorney, Florida Bar # 0678031, authorized to practice law in Florida and am currently practicing law in the State of Florida. My business address is 3800 NE 1 Avenue, Suite 200, Miami, Florida 33137. My business telephone number is 305-673-2585. My business mailing address is 3800 NE 1 Avenue, Suite 200, Miami, Florida 33137. 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 Prologis 2, L.P., a Delaware limited partnership (hereinafter "Owner"). The Owner acquired record title to the subject real property by instrument recorded at Official Records Book 33243, at Page 0026, Public Records, Miami -Dade County, Florida. 6. I have 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. 7. 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- 1 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. 8. 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. 9. Title to the subject utility system(s) or portion(s) thereof and/or easement(s), if any, being conveyed to the City is not encumbered of record. 10. Affiant further states that the information contained in this Affidavit is true, correct and current as of the date this Affidavit is given. FURTHER AFFIANT SAYETH NAUGHT. DATED this ) day of RAI , 20 4 3. Tate -y s (41/ S Attorney/Affi fit's Signature Attorney/Affiant's Name SUBSCRIBED AND SWORN to before me this V 7 day of , -E' 1'lR , 20.3, by , who is personally known to metes OR who produced identification _ Type of Identification Pro, uced Notary Public My Commission Expires: Oc) - Pi/ 2,O2_3-- \v;h5kocL2 Printed, Typed or Stamped Name of Notary 2 ` k0".°04, Calvin S. Koch IV Comm.:HH 186739 Expires: Oct. 14, 2025 �*- ,;;;;;\ Notary Public - State of Florida EXHIBIT A PROPERTY LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAMI-DADE, STATE OF FLORIDA, AND DESCRIBED AS FOLLOWS: PARCEL ONE: THE SOUTH 1,210 FEET OF THE SOUTHWEST OF THE NORTHEAST OFF SECTION 29, TOWNSHIP 52 SOUTH RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, LESS AND EXCEPT THERE FROM THE EAST 150 FEET THEREOF, AND LESS THE WEST 35 FEET THEREOF. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST FOR 50.0 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE CONTINUE NORTH 86°47'04"EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4, OF THE NORTHEAST 1/4, OF SAID SECTION 29 FOR A DISTANCE OF 1,082.58 FEET TO A POINT ALONG A LINE PARALLEL TO AND 150 FEET WEST OF THE EAST LINE OF SAID SOUTHWEST 1/4 , OF THE NORTHEAST 1/4, OF SAID SECTION 29; THENCE RUN NORTH 03°01'03" WEST ALONG SAID PARALLEL LINE FOR 629.10 FEET TO A POINT ; THENCE RUN SOUTH 86°47'04" WEST FOR 820.67 FEET TO A POINT ; THENCE RUN SOUTH 02°36'27"EAST FOR A DISTANCE OF 34.80 FEET TO A POINT ; THENCE RUN SOUTH 87°03'33"WEST FOR 158.00 FEET TO A POINT; THENCE RUN SOUTH 02°56'27" EAST FOR 8.00 FEET; THENCE RUN SOUTH 87°03'33" WEST FOR 103.0 FEET TO THE EAST RIGHT OF WAY LINE OF LEJEUNE ROAD ( NW 42 AVENUE); THENCE RUN SOUTH 02°56'27" EAST ALONG SAID EAST RIGHT OF WAY FOR 590.79 FEET TO THE POINT OF BEGINNING. THE ABOVE PARCEL ONE AS ALSO DESCRIBED: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST ALONG THE CENTER SECTION LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY MARGIN OF LE JEUNE ROAD, ALSO KNOWN AS NW 42ND AVENUE; THENCE RUN NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 590.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 619.21 FEET TO AN II" IRON PIN; THENCE LEAVING SAID RIGHT OF WAY MARGIN RUN NORTH 87°47'03" EAST FOR A DISTANCE OF 1080.91 FEET TO A REBAR; THENCE RUN SOUTH 03°01'03" EAST FOR A DISTANCE OF 580.90 FEET TO A REBAR; THENCE RUN SOUTH 86°47'04" WEST FOR A DISTANCE OF 820.67 FEET TO A PK NAIL; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 158.00 FEET TO A PK NAIL; THENCE RUN SOUTH 02°56'27" EAST FOR A DISTANCE OF 8.00 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 103.00 FEET TO A POINT AND BEING BACK AT THE POINT OF BEGINNING. PARCEL TWO: A NON-EXCLUSIVE RECIPROCAL EASMENT FOR INGRESS AND EGRESS AS SET FORTH IN THAT CERTAIN DOCUMENT ENTITLED "EASEMENT AGREEMENT" BY AND BETWEEN AMERICAN FRUIT & PRODUCE CORP., A FLORIDA CORPORATION AND AMERICAN LAND HOLDINGS OF OPA-LOCKA, LLC, A FLORIDA LIMITED LIABILITY COMPANY, RECORDED MARCH 1, 2013 AS BOOK 28511 PAGE 4338 OF OFFICIAL RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ATTORNEY'S AFFIDAVIT STATE OF COUNTY OF Alffa -bah BEFORE ME, the undersigned authority, on thi 17 s 14%. day of May, 2023, personally appeared Tracy R. Slavens, Esq., who is to me well known, and having been sworn upon oath, deposes and states: 1. My name is Tracy R. Slavens, Esq., I am over the age of twenty-one (21) years, am otherwise sui furls, and have personal knowledge of the facts asserted herein. 2. I am a licensed attorney, Florida Bar # 0678031, authorized to practice law in Florida and am currently practicing law in the State of Florida. My business address is 3800 NE 1 Avenue, Suite 200, Miami, Florida 33137. My business telephone number is 305-673-2585. My business mailing address is 3800 NE 1 Avenue, Suite 200, Miami, Florida 33137. 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 Prologis 2, L.P., a Delaware limited partnership (hereinafter "Owner"). The Owner acquired record title to the subject real property by instrument recorded at Official Records Book 33243, at Page 0026, Public Records, Miami -Dade County, Florida. 6. I have 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. 7. 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- 1 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. 8. 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. 9. Title to the subject utility system(s) or portion(s) thereof and/or easement(s), if any, being conveyed to the City is not encumbered of record. 10. Affiant further states that the information contained in this Affidavit is true, correct and current as of the date this Affidavit is given. FURTHER AFFIANT SAYETH NAUGHT. DATED this Attorney/Affi h is Signature day of MI , 20 3 . Tirae-Y SIave44.S Attorney/Affiant's Name SUBSCRIBED AND SWORN to before me this di day of 2 -49 --ate h , 204, by , who is personally known to me : s OR who produced identification _. Type of Identification Produced Notary Public My Commission Expires: Oc)1 - /'1 2O2_5 @a \ k}:(A L az Printed, Typed or Stamped Name of Notary 2 '!''''' , Calvin S. Koch IV os Comm.:HH 186139 ! c,�b Expires: 0ct. 14, 2025 ; ,,,,°;;; ���° Notary Public- State of Florida EXHIBIT A PROPERTY LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAMI-DADE, STATE OF FLORIDA, AND DESCRIBED AS FOLLOWS: PARCEL ONE: THE SOUTH 1,210 FEET OF THE SOUTHWEST OF THE NORTHEAST OFF SECTION 29, TOWNSHIP 52 SOUTH RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, LESS AND EXCEPT THERE FROM THE EAST 150 FEET THEREOF, AND LESS THE WEST 35 FEET THEREOF. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST FOR 50.0 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE CONTINUE NORTH 86°47'04"EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4, OF THE NORTHEAST 1/4, OF SAID SECTION 29 FOR A DISTANCE OF 1,082.58 FEET TO A POINT ALONG A LINE PARALLEL TO AND 150 FEET WEST OF THE EAST LINE OF SAID SOUTHWEST 1/4 , OF THE NORTHEAST 1/4, OF SAID SECTION 29; THENCE RUN NORTH 03°01'03" WEST ALONG SAID PARALLEL LINE FOR 629.10 FEET TO A POINT ; THENCE RUN SOUTH 86°47'04" WEST FOR 820.67 FEET TO A POINT ; THENCE RUN SOUTH 02°36'27"EAST FOR A DISTANCE OF 34.80 FEET TO A POINT ; THENCE RUN SOUTH 87°03'33"WEST FOR 158.00 FEET TO A POINT; THENCE RUN SOUTH 02°56'27" EAST FOR 8.00 FEET; THENCE RUN SOUTH 87°03'33" WEST FOR 103.0 FEET TO THE EAST RIGHT OF WAY LINE OF LEJEUNE ROAD ( NW 42 AVENUE); THENCE RUN SOUTH 02°56'27" EAST ALONG SAID EAST RIGHT OF WAY FOR 590.79 FEET TO THE POINT OF BEGINNING. THE ABOVE PARCEL ONE AS ALSO DESCRIBED: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST ALONG THE CENTER SECTION LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY MARGIN OF LE JEUNE ROAD, ALSO KNOWN AS NW 42ND AVENUE; THENCE RUN NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 590.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 619.21 FEET TO AN II" IRON PIN; THENCE LEAVING SAID RIGHT OF WAY MARGIN RUN NORTH 87°47'03" EAST FOR A DISTANCE OF 1080.91 FEET TO A REBAR; THENCE RUN SOUTH 03°01'03" EAST FOR A DISTANCE OF 580.90 FEET TO A REBAR; THENCE RUN SOUTH 86°47'04" WEST FOR A DISTANCE OF 820.67 FEET TO A PK NAIL; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 158.00 FEET TO A PK NAIL; THENCE RUN SOUTH 02°56'27" EAST FOR A DISTANCE OF 8.00 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 103.00 FEET TO A POINT AND BEING BACK AT THE POINT OF BEGINNING. PARCEL TWO: A NON-EXCLUSIVE RECIPROCAL EASMENT FOR INGRESS AND EGRESS AS SET FORTH IN THAT CERTAIN DOCUMENT ENTITLED "EASEMENT AGREEMENT" BY AND BETWEEN AMERICAN FRUIT & PRODUCE CORP., A FLORIDA CORPORATION AND AMERICAN LAND HOLDINGS OF OPA-LOCKA, LLC, A FLORIDA LIMITED LIABILITY COMPANY, RECORDED MARCH 1, 2013 AS BOOK 28511 PAGE 4338 OF OFFICIAL RECORDS OF MIAMI-DADE COUNTY, FLORIDA. MIAMI-DADE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINTENANCE CROSS-CONNECTION CONTROL UNIT 1001 N.W. 11th STREET, MIAMI, FL 33136-2209 Phone (305) 547-3046 Fax (786)268-5485 BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM 1 ADDRESS OF DEVICE: OWNER OF DEVICE: OWNER CONTACT: PHONE:: FAX: ADDRESS OF OWNER: ZIP CODE:: 2 NAME OF TESTER: CERTIFICATION #: EXPIRATION DATE:: PHONE:: BUSINESS NAME: BUSINESS ADDRESS: ZIP CODE: 3 TEST KIT MAKE:: MODEL #: SERIAL #: DATE LAST CAL. SITE TUBE: YES / NO TEST PLEASE MARK: R.P. _______ D.C. _________ P.V.B. _______ 4 MAKE OF ASSEMBLY: MODEL NO: SERIAL #: SIZE: LOCATION OF ASSEMBLY: HAZARD/SERVICE: METER NO. INITIAL TEST: __________ ANNUAL TEST: _________ DATE OF TEST: METER READING: SHUT OFF VALVE #1: CLOSED TIGHT: _____________ LEAKED: _____________ SHUT OFF VALVE #2: CLOSED TIGHT: _____________ LEAKED: _____________ LINE PRESSURE: ________ PRESSURE STABLE: YES - NO D.C.V.A. R.P.Z.A. P.V.B. TES T CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: ________ Closed Tight: ________ FAILED TO OPEN: _______ FAILED TO OPEN:______ LEAKED:_____ Leaked: _________ Leaked: _________ OPENED AT: ________PSI. OPENED AT: ________ PSI HELD AT: ______PSI PRESSURE DIFFERENTIAL ACROSS CHECK __________ PSI PRESSURE DIFFERENTIAL ACROSS CHECK __________ PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS / REASON FOR FAILURE (IF APPARENT): CHECK VAVLE NO. 1 CHECK VAVLE NO. 2 DIFFERENTIAL RELIEF VALVE P.V.B. RE P A I R S CLEANED: _________________ CLEANED: _________________ CLEANED: _________________ CLEANED: _________________ REPLACED: REPLACED: REPLACED: REPLACED: D.C.V.A. R.P.Z.A. P.V.B. RE T E S T CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: ________ Closed Tight: ________ FAILED TO OPEN: _______ FAILED TO OPEN: _____ LEAKED: ___ Leaked: _________ Leaked: _________ OPENED AT: ________ PSI OPENED AT: ________ PSI HELD AT: ______PSI PRESSURE DIFFERENTIAL ACROSS CHECK __________ PSI PRESSURE DIFFERENTIAL ACROSS CHECK __________ PSI I CERTIFY THAT I HAVE TESTED THE ABOVE ASSEMBLY IN ACCORDANCE WITH THE A.W.W.A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF MY ABILITIES. SIGNATURE OF CERTIFIED TESTER: DATE: NOTE: TEST FORM MUST BE COMPLETED IN ITS ENTIRETY. INCOMPLETE TEST FORMS WILL BE RETURNED. Revised: 12/15/11 e-mail: CCC@miamidade.gov web: www.miamidade.gov/wasd/cross-connection.asp Device Passed Device Failed MIAMI-DADE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINTENANCE MIAMI -MADE CROSS -CONNECTION CONTROL UNIT COUNTY 1001 N.W. llth STREET, MIAMI, FL 33136-2209 Phone (305) 547-3046 ? Fax (305) 545-9555 BACKFLOW�PREVENTION ASSEMBLY TEST REPORT FORM SR# 1 ADDRESS OF DEVICE: 2�C 5 NV) a ve, 9l ,2 oWNEROF DEVICE: (�rO 1 0 i 3 (--1i ` G f OWNER CONTACT: PHONE: FAX ADDRESS OFONTJER: 1 2 FO S A , � ` (t 2 1 ve IV W -1 � C7 � Lo c..k4 F'L 33 GS�I _ 71PCODt. 330.94 2 NAME OF TESTER: �r^gci ©ra'? CERT TCATION #' MTSc 1(oft'7s 1 EXPI�RAATION DATE (,123)2023 PHONE 7Su-204-LP415 BUSINESS NAME: --- In \ e r; }- �,r. PrOl-ecir•0rT BUSINESS ADDRESS: 2s-1 1 SL J 1 Vitt-, \Jay M t r..r R no rnnl _3 3o2j 3 TEST KIT MAKE: Mid West h DEL _ WOE! TWR# 012\0,4 35 D'ATE LAST CAE .2/a-7/ 23 SITE TUBE - YES / NO TEST PLEASE MARK: R.P. D.C. X' P.V.B. 4 MAKE OFASSEM3LY: a }�1-.5 MODEL NO: L F-75-7 SERIAL I X a - 0Z. 3s SIZE: u�1 10 LOCATION OFASSEM Y: Center A' b L0 1101 - \�I- O n SUO - S: j p HAZARD/SETNICE: NiETERNO. I LIL --) 3"C, y INITIAL TEST: X 0 ANNUAL TEST: DATE OF TEST 31 »\ 1 2(23 METER READING: 00 00 o 10 SHUT OFF VALVE Iii: SHUT OFF VALVE ¢2; ! nor(,,, tvc OTAOI G .,re-. I. I!, CLOSED TIGHT: X CLOSED TIGHT:.__ X LEAKED: LEAKED: KC V.A.) R.PZ.A. P.V.B. CO H CHECK VALVE NO.1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE FAaEDTooPErl-_ LEAKED: , Closed Tight: X FAILED TO OPEN: Closed Tight: Y Leaked: Leaked: _ OPENED AT: PSI. OPENED AT: PSI RED AT. PSI PRESSURE DIFFERENTIAL ACROSS CHECK 2-•,') PSi PRESSURE DIFFERENTIAL ACROSS CHECK 3 ' O PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS/ REASON FOR FAILURE (IF APPARENT): CHECK VAVLE NO.1 CHECK VAVLE NO. 2 DIFFERENTIAL RELIEF VALVE P.V.H. REPAIRS CLEANED: CLEANED: CLEANED: CLEANED: REPLACED: REPLACED: REPLACED: REPLACED: I D.C.V.A. R.P.Z.A. P.V.B. RETEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 D&EEMSTIALRELIEF VALVE AIR 11.11.ET CHECK VALVE Closed Tight: Closed Tight: FAILED TO OPEN: FAILED TO OPEN: LEAKED: Leaked: Leaked: OPENED AT: PSI OPENED AT: PSI HELD AT: PSI PRESSURE DIFFERENTIAL ACROSS CHECK PSI PRESSURE DIFFERENTIAL ACROSS CITM PSI 1 CERTIFY THAT I HAVE TESTED THE ABOVE ASSEMBLY IN ACCORDANCE WITH THE A.W.W A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF MY ABILITIES. SIGNATURE OF CERTIFIED TESTER: Cj DATE: 3 A/OZ3 FOR OFFICE USE ONLY: DATE: D....;...._J. nA !4 nl7nnG amino moamt . MIAMI-DADE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINTENANCE MIAMIDAD CROSS -CONNECTION CONTROL UNIT COUNTY 1001 N.W.11Ih STREET, MIAMI, FL 33136-2209 Phone (305) 547-3046 ? Fax (305) 545-9555 BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM SR# ADDRESS OF DEVICE: ` 1 L'OS NILO LIZ n frlN e. OWNER OF DEvICE: (�(U 1 O r q S 2 L OWNER CONTACT PHONE: J FAX ADDRESS OF OWWE lZ-BoS )J�. Lo_ Ave OPC `OCI�C P� ��' 3305L1 2 NAME OF TESTER: A CERTIFICATION +}^Jed 0�0z�0 MTSG 16/75 EXPIRAT1ONDATE (olZ3/2023 PHONE 7 -`1--ZoLi-yyl) BUSINESS NAME: — 1,-,�e�-I �'`� P: 2 Pro e�j �., BUSINESS ADDRESS: {�� M: mos.. /. Z.S71 sl.ki \ 1 nnC(7nP: vi (=� 3302.5 3 TEST KIT mAle Miff West MODEL# '3L-; J ` � L* o 2-\ C L\ 3 S DA [AST CAL 212) /2_3 SITE TUBE: YES ! NO TEST PLEASE MARK: R.P. D.C. X P.V.B. MAKE OF ASSEMBLY: v\Ja, MODEL NO: LF 00 1M3 C"---- o7cec,3 SERIALS -- s� 3/4 " . -2S LOCATION OF ASSEMBLY: r, C -c.,, e- 0 la' ,1 &:n on 5ocAtn 5; e HAZARDJSERMCE: METER ND - 1 y q Fin...LI• INITIAL TEST: x AIVNUALTEST: DATE OF TEST: �a`4 / METER READING 3 2023 O000a 1 0 SHUT OFF VALVE Ill: SHUT OM VALVE V2= CLOSED TIGHT: x CLOSED TIGHT : X _ LEAKED: LEAKED: LING K rttcabur' (n 0 nocccnoc-n r ro .. C- rr r , _ .. _ _-• • Lv - es D.C.V.A. R.PZ.A. P.V.B. CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE 1--- Closed Tight: 9 Closed Tight: x 9 FAILED To oPEnt FAILED TO OPEN. LEAKED:_ Leaked: a . `-\ Leaked: off. I PRESSURE DI FFERMAL ACROSS CHECK PRESSURE DIFFERENfIALACROSS CHECK OPENED AT: PSI OPENED AT; HELD AT: PSI PSI PSI PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS! REASON FOR FAILURE (IF APPARENT): CHECK VAVVE NO.1 CHECK VALVE NO.2 DIFFERENTIAL REUEF VALVE P.V.B. REPAIRS CLEANED: CLEANED: CLEANED: CLEANED: REPLACED: REPLACED: REPLACED: REPLACED: D.C.V.A. R.P.Z.A. P.V.B. RETEST CHECK VALVE NO. 1 • CHECKVALVENo. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: Closed Tight: FAILED TO OPEN: FAZED TO OPEN:_: _ Leaked: __ _____ Leaked: OPENED AT: HEW AP PRESSURE DIFFERENTIAL ACROSS CHECK PRESSURE DWFERENTIALACROSS CHECK PSI PSI OPENED AT: PSI PSI PSI It,tFtTIFYTHATIHAVETESTEDTHEABOVEASSEMBLYINACCORDANCEWITHTHEAW.W.A.CROSSCONNECTIONCONTROLMANUALANDTHATALLTHE ACCURATE TO THE BEST OF MY ABILITIES.) NFORMATIONIS SIGNATURE OF CERTIFIED TESTER: �/ CJ DATE: 3 /Z`l /202-3 FOR OFFICE USE ONLY: DATE: 15 ' POB GATE N86°47'03"E 1080.91' 10' SEWER LINE EASEMENT (ORB 28511, PG. 4338) (ORB 27665, PG. 69) NOT A PART CUT OUT PARCEL "B" AMERICAN LAND HOLDINGS OF OPA LOC K A L L C (ORB 27899, PG. 1132) (WAREHOUSE ) S87°03'33"W 103.00' PARCEL LINE DUE TO ERROR Date: 1/13/2022 Time: 19:41 User: cvaldivia Style Table: Langan.stb Layout: Layout1 Document Code:330066901-0601-CU101-0101 RL C 14 S E 4 t h S t r e e t , B o c a R a t o n , F L 3 3 4 3 2 Te l 5 6 1 3 9 3 6 5 5 5 F a x 5 6 1 3 9 5 0 0 0 7 W e b w w w . r l c a r c h i t e c t s . c o m FL CERTIFICATE OF AUTHORIZATION No. 00006601/LB8172/LB8198 110 East Broward Boulevard, Suite 1500 Fort Lauderdale, FL 33301 T:954.320.2100 F: 954.320.2101 www.langan.com Langan Engineering and Environmental Services, Inc. This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. MICHAEL P CARR Digitally signed by MICHAEL P CARR DN: CN=MICHAEL P CARR, OU=A01410D00000173FD6D600900041672, O=LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES INC., C=US Date: 2022.03.07 08:40:43-05'00' DocuSign Envelope ID: D3200AEA-F893-43ED-9DDB-DE5C81801FB3 Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0822008698 - 3/18/2022 8:10:21 AM C-500.pdf Examiner Date Time Stamp Trade Stamp Name SANCHEZ, EDWIN 3/15/2022 1:08:20 PM FIRE Approved DocuSign Envelope ID: 1E0130AD-5356-47F8-A26F-3FBE7D1934F8DocuSign Envelope ID: 9C0C2B92-503F-4EF7-90AA-487B68A7FEC0 DRINKING WATER MICROBIAL SAMPLE COLLECTION Sr LABORATORY REPORTING FORMAT (o2.65o7% Rcpomng Fonnat Efiectfve 01!14195, RzMsed 02/2010) JUPITER ENVIRONMENTAL LABORATORIES, INC. 150 S. Old Dixie Highway Jupiter, Fl 33458 561-575-0030 Lab Certification #: E86546 Lab Receipt Date & Time:AVIdk.:1 Analysis Date & Time: Sample Acceptance Crite : Sample Preservation: DOn Ice ❑Not On Ice ❑7-•2aC Disinfectant Check: ❑Not Detected 0 mgfL This sample does not meet the following NELAC requirements: Report Number. 23€34789 Sub -Contract Lab ID: - Analysis Requested: (check all that apply) EiTotal Coliform/E cofi ❑Total Colifoan/IFecal ❑Enteracocci ❑Coliphage ❑HPC °Other: Public Water System (PWS) Name: MDWASD PWS LD. 4130871 PWS Address' 3501 NW 48th Street City: Miami PWS or PWS Owner's Phone #: (78f)J.52-4364 Fax #: Collector: Everglades Laboratories Inc./Roberto Gluck) Collector's Phone #: 5,21 833 4200 Type of Supply: (check only one) Community Water System ❑Non -Transient Non -commune Water System ['Transient Non -community Water System ©Limited Use System ❑Bottled Water ❑Private Well DSwimming Pool ❑Other: Reason for Sampling: (check all that apply) ❑Distribution Routine []Distribution Repeat DRaw (triggered or assessment) ❑Raw (triggered or assessment) additional ❑Well Survey ❑Clearance ❑Replacement (also check type of sample being replaced) ❑Boil Water Notice ®Other: Sample Collection Date: 6/1.4120?3 Sample 195755 To be completed by collector of sample Sample Point (Location or Specific Address] SP 1 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 Disin- Sample fectant Collection Sample Residual Time Type' (mg/L) 1135 5 2.0 pH 195756 SP 2 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 195757 SP 3 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 1139 S 2.0 1156 S 2.0 195758 SP 4 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 1144 S 1.0 To be completed by lab Analysis Method(s)2: SM 9223B- •, Non- Total Fecai,e E caa a Data Lab Coliiform Caliform Enterocacci, or Qualifier' Sarnple # Colipha_ge' 343 3?1,, Average of disinfectant rF for distribution routine & repeat samples! Free chlorine ''r T. -. orine (circle one) 1.75 Disinfectant Residual Analysis Method: DPD Colorimetric Other: Person performing disinfectant analysts is (see instructions on reverse): ❑A certified operator (# ❑Supervised by certified operator (# ) ElEmployed by a certified lab ❑Employed by DE'P or DOH ❑Authorized representative of supplier of water f1 The Redland Company 48 NE 15"' Street Homestead, FL 33030 ea., • 1. • - { Y L A = Bacteria Absent, P = Bacteria Present Unless otherwise noted, all tests are performed in accordance with NELAC standards, and the results relate only to the samples. Data and time PWS notd ed by lab of positive resut : Date and time O�PIl3DM/e0t qy Ipb o ttvee7tis: Date Report Issued: ei - Lab Signature: Title: Project Manager DEP/DOHUSE ONLY ❑Satisfactory ❑Incomplete Collection Information ['Repeat Samples Required ❑Replacement Samples Required Date Reviewed by DEP/DOH: DEPIDOH Reviewing Official: -- Far Sisk' Typet ice fast:Win_e i,= 1 I. ' For ,Smtysis Matudsaec IrsimcsIeos ivm 11 6, ' Plase oink apprp' the I 'D,a. d in Pia:ida A,dMAddasfise Cods es1e6]-160.7s5:s 1. C9acpialc fMc um[ya mMrudkr4 t,. vt^n'l'tin ry serm, ACM19as populJanti 4m taa661 cludifl$4.i00. Dow inct, taw or pLiza a2mVes max a,c,e c 62-550.730 Report Format, Rev. 0 Issued: 8/2/18 by K.Anderson Page 1 of 1 DRINKING WATER MICROBIAL SAMPLE COLLECTION & LABORATORY REPORTING FORMAT (62.550.730 Regaling Format ERe0t,ve 0111995, Revised 0220101 JUPITER ENVIRONMENTAL LABORATORIES, INC. 150 5. Old Dixie Highway Jupiter, Fl 33458 561-575-0030 Lab Certification #: E86546 235(0tioF Report Number: 2384789 Sub -Contract Lab ID: Analysis Requested: (check all that apply) Total ColiformfE. coil ❑Total Coliform/Fecal ❑Enterococci ❑Galiphage Public Water System (PWS) Name: MDWASD YI PWS Address: 3501 NW 46t Street PWS or PWS Owner's Phone #: (786) 552-4364 Fax #: Collector: Everglades Laboratories Inc.(Roberto Gluck) Collector's Phone#: 581 833 4200 Type of Supply: (check only one) jCommunity Water System ['Non -Transient Non -community Water System ['Transient Non -community Water System ❑Limited Use Systern DBottled Water ❑Private Well ❑Swimming Pool ❑Other: Reason for Sampling: (check all that apply) DDistribution Routine ['Distribution Repeat DRaw (triggered or assessment) DRaw (triggered or assessment) additional ['Well Survey ®Clearance ['Replacement (also check type of sample being replaced) ❑Boil Water Notice ❑Other: Lab Receipt Date & Time: Analysis Date & Time: (010-i13 �] v —r Sample Acceptance Criteria: ff� Sample Preservation: ❑On Ice ❑Not On Ice 0 0°C Disinfectant Check: ❑Not Detected 0 mgfL This sample does not meet the following NELAC requirements: ❑1•IPC ❑Other: PWS I.D. 4130871 City: Miami Sample Collection Date: 6115/2023 Sample 195780 195781 195782 195783 To be completed by collector of sample Sample Point (Location or Specific Address) SP 1 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 SP 2 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 SP 3 Gratigny Industrial Park 12805 N Le Jeune Rd Opa-Locka, FL 33054 SP 4 Gratigny Industrial Park 12805 N Le Jenne Rd Opa-Locka, FL 33054 Sample Collection Time 1047 1052 1059 1056 Sample Type' S 5 S S Disin- fectant Residual (mq/L) 2.0 1.4 2.0 1.2 pH Average of disinfectant re for distribution routine & repeat samples.' Free chlorine o Total c rine (circle one) Disinfectant Residual Analysis Method: ®DPD Calorimetric DOther: Person performing disinfectant analysis is (see instructions on reverse): DA certified operator (# ❑Supervised by certified operator (# Employed by a certified lab DEmployed by DEP or DOH DAuthorized representative of supplier of water ►,1 1.65 The Redland Company 48 NE 15th` Street Homestead, FL 33030 For Snake rypcs waked/Kum eon 116 Far .Isnhus hkrlssds na raslnwtwm ncm fl s Plume circle apemen* sekdion 'lkhad is Flom&MLtenisnaAlsc Code Run n2.IG11,Tnbk 1. Campine forconmumly R tmtraadtm nw1-cunrxwppn nuu,nessxnuyrpepalanam upm mid t ckal]. 62-550.730 Report Format, Rev. 0 To be com . feted b lab nalysis Methods 2: SM 9223B Non- Coliform Total Coliform Fecal Data Qualifier' Lab Sample # Enterococci,3or Coll.ha•e LIOI1 ( ,7. Li li, A 7 Moir. A = Bacteria Absent, 1' = Bacteria Present Unless otherwise noted, all tests are performed in accordance with NELAC standards, and the results relate only to the samples. Date and time PWS notified by tab of positive results: Date and time DEP/DOH nolifinnby ``ll�{ tf?b;a1 poSilive results: Date Report Issued; f{L/ 1! 1F 2 Lab Signature: If/ Title: Project Manager DEP DOH USE ON Y ❑Satisfactory ❑Incomplete Collection Information ['Repeat Samples Required DReplacement Samples Required Date Reviewed by DEP/DOH: DEP/DOH Reviewing Official: WO Do not Ittatidc ra11 erpr5u. snmplc$ lhrIC *crap: Issued: 11/2118 by K.Andcrsorr Pag 1 or 1 E & A Wilson Painting Service, LLC. Sanitary Lift Station and Manhole Coating Specialists Since 1995. 10758 NW 53rd Street Sunrise, FL. 33351 Date: 05/05/2023 To: The Redland Company CC: RE: Paint Certification Gratigny Industrial Park – OPA-LOCKA We at E & A Wilson Painting Service applied - Sherwin Williams – Targuard to the interior of Three Sanitary Sewer Manholes – MH-01, MH-02, and MH-03, As per Manufactures and MDWASD Standards. This letter is to Certify the Coating Applied and Warranty for (One Year). As Per Standards. Sincerely, Arthur Wilson E & A Wilson Painting Services, LP. 10758 NW 53rd Street Sunrise, Florida. 33351 Cell: 954-325-9634 PART 1: GENERAL INFORMATION 2022 - SEW-EXT - Witnessed By: 8.0 2 4.0 (P) Pass Engineer’s Name (Print): Florida Registration No.: Signed: Address: City:Fort Lauderdale Date: State:ZIP 33301 811.0 0.100 TAL > TLTR (P):TAL (gal.): Water Drop (WD) (ft.) Length of Test (LT)(hrs.): Manhole Diameters (MHD)(ft.): 110 E Broward Boulevard #1500 72424 TLTR (gal.):9.39 10.24 TAL < TLTR (F): This certification is based upon on-site observation by me or by a project representative under my direct supervision, and the review of the specific test results/records for this project. Michael Carr ENGINEER OF RECORD CERTIFICATION RLC Prologis Gratigny 15 Test Date:Dionisio Jimenez WD = Water Drop in MH (ft.) PART 3: FORMULA FOR TOTAL LEAKAGE TEST RESULTS (TLTR) (gal.) Project Name: No OTHER PL = Pipe Length (ft.)LT = Length of Test (hrs.) Pipe Description:811 LF of 8" Gravity Sewer PART 4: Test RESULTS MHD = Manhole Diameter (ft.) Pipe Diameter (PD)(in.): EXFILTRATION TEST - SUMMARY CERTIFICATION FL Affix Seal 3/20/2023 Utility / Company Name: 096Sewer Extension No. PART 2: FORMULA FOR TOTAL ALLOWABLE LEAKAGE (TAL) (Gal.) Any portion of the Project is located WITHIN a Public Wellfield (Yes / No): The project being certified is RESIDENTIAL or OTHER (Res. / Other): Pipe Length (PL)(ft.): MA = 100 Langan Engineering and Environmental Services This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 27, 2023 Owen Carney City of Opa-Locka Public Works & Utilities Department 12950 Le Jeune Road Opa-Locka, Florida 33054 Dear Mr. Carney, We are seeking final certification of completion for the water and sewer systems for Gratigny 15. Based on our field observations and as-built review associated with the above mentioned project, the water system was installed in substantial conformance with Country Ordinances and Regulations and are located within the proper easements. Langan observed the installation of the water and sewer mains throughout the construction of the system, and was present for the flushing and pressure test of the entire systems. If you have any questions please do not hesitate to contact us at 954-320-2100. Sincerely, Langan Engineering and Environmental Services, Inc. Christian Valdivia Staff Engineer Michael Carr, P.E., LEED AP Senior Project Manager FL Professional Engineer Registration No. 72424 FBPE Registry No. 6601 \\langan.com\data\FTL\data1\330059101\Project Data\Correspondence\2022-07-13 Final Certification for Waterdocx.docx Re: Gratigny 15 Certification of Completion of Water and Sewer Systems Langan Project No.: 330066901 This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 11, 2023 Owen Carney City of Opa-Locka Public Works & Utilities Department 12950 Le Jeune Road Opa-Locka, Florida 33054 Dear Mr. Carney, We are seeking final certification of completion for the water and sewer systems for Gratigny 15. Based on the recorded easement review associated with the above mentioned project, the water and sewer easements were recorded in accordance with the approved plans. If you have any questions, please do not hesitate to contact us at 954-320-2100. Sincerely, Langan Engineering and Environmental Services, Inc. Christian Valdivia Staff Engineer Michael Carr, P.E., LEED AP Associate FL Professional Engineer Registration No. 72424 FBPE Registry No. 6601 \\langan.com\data\FTL\data1\330059101\Project Data\Correspondence\2022-07-13 Final Certification for Waterdocx.docx Re: Gratigny 15 Certification of Water and Sewer Easements Langan Project No.: 330066901 This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 27, 2023 Owen Carney City of Opa-Locka Public Works & Utilities Department 12950 Le Jeune Road Opa-Locka, Florida 33054 Dear Mr. Carney, Langan confirms final ‘payment for the services provided for the water and sewer scope of the project. If you have any questions please do not hesitate to contact us at 954-320-2100. Sincerely, Langan Engineering and Environmental Services, Inc. Christian Valdivia Staff Engineer Michael Carr, P.E., LEED AP Senior Project Manager FL Professional Engineer Registration No. 72424 FBPE Registry No. 6601 \\langan.com\data\FTL\data1\330059101\Project Data\Correspondence\2022-07-13 Final Certification for Waterdocx.docx Re: Gratigny 15 Final Payment Confirmation Langan Project No.: 330066901 This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. FINAL WAIVER AND RELEASE OF LIEN - CONTRACTOR State of Florida County of Miami -Dade Charles H. Mi nz , having been duly sworn, deposes, and says as follows, To wit: 1, I am President , President of THE REDLAND COMPANY, INC, A Florida Corporation (hereinafter called the Contractor"), with the right to execute this final waiver and release of lien. 2. For the consideration of amount of ten dollars ($10.00), the Contractor has agreed to hereby waive, release, and quit claim all liens, lien rights, claims, or demands of every kind whatsoever which the Contractor now has or may hereinafter have against or because of the construction of certain donated improvements, situated in Miami Dade County, Florida, described as: Atl water and sewer facilities built, constructed, and installed to serve Gratigny Industrial Park DERM approved Plans SE22.096, & City of Opa-Locka . Florida, as shown on Exhibit "A" attached hereto and made a part hereof as more particularly described on Exhibit "B" attached hereto and made a part hereof. 3. It being the understanding of the Contractor that this is a waiver and release of lien which the Contractor has against the facilities described herein. Contractor acknowledges that it has been paid in full for all work related to the water and sewer facilities described above. 4. Payments in full have heretofore been paid by the Contractor to all persons, firms and corporations supplying labor, materials, equipment, and supplies, used directly or indirectly by the Contractor, or any subcontractor in the prosecution of the work provided on water and sewer facilities described herein. 5. There are no claims, demands or liens of any kind attributable to any action taken by the Contractor in connection with the work described above which would cause, create, or constitute a charge or lien against said Miami -Dade County 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 the Notice to Owner provision under Section 713.06 (2)(a) of the Florida Statutes, against improvements described or listed herein, has been orwill be made, and that no claims are outstanding by subcontractors and/or vendors to the Contractor. 7. The Contractor hereby agrees to indemnify and hold harmless Miami -Dade County and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorneys' fees and costs of defense, which the Miami -Dade County or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of work by the Contractor or its employees, agents, servants, partners, principals, contractors or subcontractors. Contractor hereby agrees to pay all claims and losses in connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of Miami -Dade County, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. 8, Contractor herebtw6rai es and relea s II claims of any sort as it may have against Miami -Dade County, at law or equity, arising out of the construction of the above water and seer-itrlproy ments. WIT ESSET Sig a ure Print name Signatures'/ 140S 44,, epic_ 5 // Print name By: THE REDLAND COMPANY, INC, A Florida Corporation fig Signature of President OvA es vAkievL Print name STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 4 `.-3'c day of \-s4-• 20.E by L- .c-' 'v s !\ ,c11 as President, of THE REDLAND COMPANY, INC, A Florida Corporation. He/She is personally known to me or have produced as identification and did/did not take an oath. NOTARY PUBLIC \ v\d. \Af\cyc . Print name tP¢Y Tina Marie Vosburgh My Commission # HH27197 * Expires August 3, 2024 p't Bonded Through -cOF,A,CF Western Surety Cor$pany SERIAL NUMBER \\langan.com\data\FTL\data9\330066901\Construction\Reports\2023-01-15 Force Main Pressure Test.docx SHEET 1 of 2 PRESSURE TEST REPORT Project No. 33006 6901 Client: Link Constructio n Date: January 15, 2023 Project Grat igny I ndustr ial Warehouse 12805 NW Le Jeune Rd Weather: 90ºF Sunny Location Time: 8:0 0 AM – 10:00 AM Contractor & Equipment: Link Constr uct ion Present At Site: Langan: C hristian Valdivia (Staff Engineer) Link: Ma nny Alvarez Observations, Discussions, Test Results, Etc. ⚫ Langan was onsite to observe the pressure test performed on the section of the 2” DIP force main highlighted in the attached figure. Length of test Section: 70 LF 2” DIP Private Force Main / 15 LF of 6” Public DIP Force Main Test Pressure: 155 PSI Formula Calculations: 𝐿=𝑆× 𝐷× √𝑃 /148000 = gph 𝐿=70′× 2"× √155 148,000 =0.012 𝑔𝑝ℎ 𝐿=15′× 2"× √155 148,000 =0.008 𝑔𝑝ℎ Allowable Leakage: 0.012 gph Allowable Leakage: 0.008 gph Time Tested Gauge Reading 8:00 AM 155psi 8:30 AM 155psi 9:00 AM 155psi 9:30 AM 155psi 10:00 AM 155psi Pressure Drop: 0 psi cc: Mic ha el Carr By: Langan Engineering and Environmental Services Chris tian Va ldivia Project No.: 330066901 DAILY REPORT SHEET 2 of 2 January 15, 2023 \\langan.com\data\FTL\data9\330066901\Construction\Reports\2023-01-15 Force Main Pressure Test.docx Pressure Gauge Reading 155 psi Langan Engineering and Environmental Services, Inc. Michael Carr, P.E., LEED AP Associate Christian Valdivia Staff Enginee r 05/16/2023 This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. e -Permitting 7 1 Resident Visitor Business Employee Outstanding Categories and Completion Holds MIAMI•DADE Page: 1 Permit Number: Inspection Type: Disposition: 2022058392 FIRE HYDRANTS APPROVED Inspection comments 2022058392**M2022005970*" GRATIGNY 15 12805 LE JEUNE RD FIRE SPRINKLER 200 HYDRANTS FLOWED OKAY FOR SCOPE PERMIT PLANS LT CARBONELL 04\17\2023 INQUIRY SUCCESSFUL...NO ADDITIONAL COMMENTS TO DISPLAY BLDG Home Page 1 BLDG Main Menu 1 BLDG Permit Menu 1 BLDG Plans Processing Menu I Inspection Types I Address Format Home 1 About 1 Phone Directory I Privacy. 1 Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. e -Permitting ii77ih77C (hill. Permit Number: Inspection Type: Disposition: Resident Visitor Business Employee Outstanding Categories and Completion Holds 2023019971 FIRE FLUSH APPROVED PARTIAL MIAMI•DADE Inspection comments LATE ENTRY FOR INSPECTION ON 2/24/23 2023019971 12805 NW 42 AVE FIRE FL USH PARTIAL APPROVAL 1. FIRE FLUSH WITNESSED AND OK FOR MAIN FIRE LINE THAT ENTERS PUMP ROOM PENDING 2. FLUSH OF FDC LT. CRUZ INQUIRY SUCCESSFUL...NO ADDITIONAL COMMENTS TO DISPLAY Page: 1 BLDG Home Page 1 BLDG Main Menu 1 BLDG Permit Menu 1 BLDG Plans Processing Menu 1 Inspection Types 1 Address Format Home 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. e -Permitting Resident Visitor Business Employee Outstanding Categories and Completion Holds MIAMIDADE Page: 1 Permit Number: Inspection Type: Disposition: 2023019971 FIRE - INSPECTION COMMENT FIRE- COMMENTS ONLY Inspection comments PERMIT #2023019971 12805 NW 42 AVE GRATIGNY 15 WAREHOUSE PROCESS #M20230059 59 **** COMMENTS ONLY PAY ALL OUTSTANDING FEES **** **** UNDERGROUND FIRE FLUSH APPROVED **** 1. UNDERGROUND FLUSH FROM BUILDING TO FDC DONE OK AND C APPING WITNESSED. LT. GINORIS 03-17-23 INQUIRY SUCCESSFUL...NO ADDITIONAL COMMENTS TO DISPLAY BLDG Home Page I BLDG Main Menu 1 BLDG Permit Menu I BLDG Plans Processing Menu 1 Inspection Types I Address Format Home 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. DocuSign Envelope ID: 7D82DE75-FOAE-4C13-9184-056F1A1 EA883 ©TLANTIC Q NVIRONMENTAL f YSTEMS, INC SERVICE AGREEMENT sA# 784 This is an agreement to service and maintain the wastewater pump station(s) located at: Gratigny Industrial Park 15, 12805 NW Le Jeune Rd Opa-Locka, FL 33054 This Agreement is between Atlantic Environmental Systems, Inc., herein referred to as AES, and the permittee of the wastewater pump station(s), Proloqis, herein referred to as Owner. +++*+.+.+*k+#++##}++++++#*++*****+**+++++++++++++*##***+++++++++++*+.++****i**++++++++++++++Fh##+++++#Y++*+++4,*++4,* AES agrees to inspect and maintain the above referenced wastewater pump station(s) for a period of one year from the acceptance date of this Service Agreement. The inspection and maintenance of the pump station(s) wilt include the following bulleted services and checked program level: 10. ❑ SERVICES INCLUDED WITH EACH PROGRAM LEVEL • Test all electrical systems of pump station for proper operation • Test pumps for proper operation • Provide 24 hour, 365 -day service call availability • Respond within 24 hours to any emergency service call received from the permittee-property owner or representative for overflows in the sewer system from the date/time the overflow condition is identified • Provide routine service report of pump station status and runtimes • Maintain and service odor control devices (when station is so equipped) • Notify owner of required replacement parts and service for continued compliance for permitting • Provide and maintain a Remote Telemetry Unit (RTU) and cellular phone connection system • Provide monthly pump runtime readings to the Department of Environmental Resources Management (DERM) by the 14s' of every month to stay in compliance with county permitting requirements • Adhere to Exhibit A (DERM Minimum Preventive Maintenance Schedule) • In the event that a sanitary sewer pump out service is required, the sanitary sewage shall be recovered by an RER-DERM permitted liquid waste hauler and disposed of at a RER-DERM permitted facility. Copies of the liquid waste hauler manifest and DERM liquid waste hauler permit shall be available upon request (See Added Services section below) LEVEL ONE-RTU: (Quarterly Inspection)* 1) All of the included services with quarterly inspections 2) Provide a quarterly service report of pump station status and runtimes LEVEL TWO-RTU: (Monthly Inspection)* 1) All of the included services with monthly inspections 2) Provide a monthly service report of pump station status and runtimes ADDED SERVICES: 1) Bierman LLC d/b/a Raider Rooter - Permit No: LW -000947 2) 3) *****:++**+***** :********+++++++4 ++44+ +?F:+# *+# *NOTE: Service Levels One and Two: + These Service Agreement levels DO NOT ALLOW for the replacement of worn parts, the unclogging of pumps or pumping out wet well debris, repairs to equipment due to weather events, or the by-pass pumping of the station during power outages. AES is not responsible for power outages, acts of nature, collection system problems, force main pipe problems, pump failures, vandalism, or negligence on behalf of the owner/management company for not reporting and/or authorizing recommended repairs to the lift station, Service calls and after hours emergency calls outside monthly and quarterly preventative maintenance will be charged at an hourly rate with a two hour minimum. Hourly rate varies based on normal operating hours, weekend/after hours, and holiday hours. If additional equipment is required, a quote will be provided to the Owner for approval. Page 1 of 4 Service Agreement 2023 DocuSign Envelope ID: 7D82DE75-FOAE-4C13-9184-056F1A1 EA883 ATLANTIC iia[NNVIRONMENTAL ®YSTEMS, INC SERVICE AGREEMENT EVENING AND WEEKEND EMERGENCY SERVICE AUTHORIZATION: When we receive a site call for emergency service, that person is not always the one who is authorized to request this service. Giving us pre -authorization will expedite our response time greatly in an emergency. Remember that if authorization must be obtained for each emergency, this will lengthen our response time. Standard authorization procedures will not change during regular business hours. Please check your desired option below. Pre -Authorization With Signature Below Authorization Must Be Obtained Verbally With Phone Number Below EMERGENCY Ricardo Rodriguez CONTACT: Roxana Valle SA## 784 HURRICANE EMERGENCY SERVICE AUTHORIZATION: Past experience with hurricanes has taught us that we cannot rely on phone or cell service after such a disaster. We found ourselves in a position where our customers could not contact us to request service for their purnp stations. This is why we started our HURRICANE PREPAREDNESS PROGRAM. With this pre -authorization you are instructing us to keep your pump station in service during power outages from any storms we may experience during the year. This will solve the communication problem associated with power and phone loss. You will be added to our list of automatic customers to keep their pump stations in service during these power outages. Specifically, we travel to these sites with generators to hook up to and pump down the stations as needed until power is restored. Please check your desired option below. ® Pre -Authorization With Signature Below ® I Do Not Wish To Be Enrolled At This Time EMERGENCY (786)831-1669 PHONE(S): (786)812-1198 (2417-Evening/Weekend Number(s) Required) Owner agrees to pay AES in the amount of $ 2,500 yearly (the first year of service, beginning on the day of start-up and ending one year from start-up, was included with the pump station), payable in advance in one payment, at AES's offices in Lake Worth, Florida, for the above service. It is agreed that this Service Agreement will be for a period of one (1) year, and will automatically renew for periods of one year thereafter, unless written notice of cancellation is given to AES by the Owner, or by AES to Owner. UPON CANCELLATION BY EITHER PARTY, ANY PAID FEES WILL BE PRORATED AND A REFUND WILL BE SENT TO OWNER FOR ANY UNUSED PORTION OF THE PAID PERIOD. Upon cancellation andlor termination of this Agreement, by either AES or the Owner, a notice will be sent to inform the appropriate regulatory authority of the Service Agreement cancellation andlor AES's terminated responsibility of the Owner's wastewater pump station(s). If pump station service included an AES owned Remote Telemetry Unit, (RTU), owner agrees to surrender the RTU to AES upon request and termination of Agreement. This Agreement is proposed by AES in accordance with the above stated terms. Service Agreement term would start June 9, 2023 and end June 8, 2024. Service agreement will renew in 1 year periods thereafter unless cancelled by either party at any time without penalty. OWNER AGREEMENT ACCEPTANCE Authorized Signature: Printed Name & Title: Date of Acceptance: ATLANTIC ENVIRONMENTAL SYSTEMS, INC. 2244 4th Avenue North Lake Worth, FL 33461 P 561-547-8080 F 561-547-3999 Katie@eMOPS.com Authorized Signature: Date of Acceptance: VAIAAA.11 ‘`— e€64A436FFE74CE74CA... ;,t{1111M11�,, rOocu5lgn.dby: ``tt�NpIIEN11 i di � 2 O . . Q�� T4.� °I.,,;;1f��� y Danny Rivero D1 rector, Deve hTOt ,go, 1,6, • 1 7:71,-, C2 19 r� 9E : 6/16/2023 �'s1•'. • X1.130 ?P•..0+4i' ti Epstein, Pr ram Coordinator Page 2 of 4 Service Agreement 2023 DocuSign Envelope ID: 7D82DE75-FOAE-4013-9184-056F1A1 EA883 4 EITLANTIC li ®NV1RONMENTAL OYSTEMS, INC SERVK;E AGREEff ENT SA#. 784 EXHIBITA Minimum Preventive MaintenanceSchedule Equipment Service/Maintenance Activity Frequency Pump motor Lubricate bearings s/a Check running amperes a or a/n Measure insulation resistance b/a Drive belt Check m or min_ quarterly Drive Belt Replace a or a/n Pumps Check bearings quarterly or a/n Lubricate bearings a or a/n Check packing quarterly or afn Replace packing quarterly or afn Check outflow pressure quarterly or a/n Gate Valve Lubricate a Check Valve Exercise a Check quarterly Control Panel Check for tripped breakers & test alarm quarterly or a/n Check for corrosion quarterly Tighten connections m or min_ quarterly Bubbler system Replace pump diaphragm or cylinder a Replace flexible airtubing b/a Floats Clean a/n Locks Lubricate s/a & afn Hatch cover Check m or min_ quarterly Electrical Check indicator and alarm lamps m or min. quarterly RPZ Check Valve Test for proper operation m or min. quarterly Pump Station Surrounding area Check, clean and maintain as required m or min. quarterly RTU As per RTU manufacturer requirements as per mfr. Specs. In working condition -wireless connection rn PSO EmergencyContact Sign Replace damaged sign or replace phone number quarterly or afn Schedule Key a annually afn as needed or minimum quarterly b/a biannually m monthly s/a semi-annually Note: Some equipment components may require a service/maintenance frequency according to the inspection frequency specified by the contractor, e.g., monthly, or minimum quarterly inspections. Page3of4 Service Agreement 2023 (1ncnSinn Envelope ID: 7D82DF75-FOAE-4013-9184-056F1A1 EA883 A TLANTIC fN'VIRONMENTAL ©YSTEMS, INC SERA/0CE AGREEMENT D.E.R.M. Reporting Consent and Authorization REFERENCE: Station Name: Gratigny Industrial Park 15 Station Address: 12805 NW Le Jeune Rd. PSO #: SA# 4 Opa-Locka, FL 33054 To Whom it May Concern: Please allow this letter to act as my consent in authorizing Atlantic Environmental Systems, Inc. (AES) to report monthly sewage pump runtime readings to the Department of Environmental Resources Management (DERM) on my behalf. Permittee Signature: , - DoeuSlgned by: P4444 NI R4. '— E131206F 17C044B... Printed Name: Paris Del Rio Date: June 9, 2023 Permittee Phone: (305)599-6209 Permittee Email: pdelrio@prologis.com Page 4of4 Service Agreement 2023 OWNER'S AFFIDAVIT BEFORE ME, the undersigned authority, personally appeared Paris Del Rio ("Affiant"), who, being by me first duly sworn, on oath, deposes and says: 1. Affiant is the [ ] owner or [C] duly authorized agent representing the property located at 12805 LeJeune Road, Opa Locka 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 no 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. STATE OF h 1(�14 COUNTY OF Mull - -cf Signature The foregoin instrument was acknowledged before me this ILfray of , for P( \ (Z-1 121 C) , as if j0 personally known to me or oven by producing the following identification kiln NO I A Ill SI- \I 'S NATALIE GONZALEZ Commission # HH 055405 Expires October 21, 2024 Baled Ttuu Budget Notary ServkeS Print Name o otary Q,‘° / V P Print Name/Title , 2021, by who isO EXHIBIT "A" LEGAL DESCRIPTION EXHIBIT A PROPERTY LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAMI-DADE, STATE OF FLORIDA, AND DESCRIBED AS FOLLOWS: PARCEL ONE: THE SOUTH 1,210 FEET OF THE SOUTHWEST 141 OF THE NORTHEAST 14 OFF SECTION 29, TOWNSHIP 52 SOUTH RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, LESS AND EXCEPT THERE FROM THE EAST 150 FEET THEREOF, AND LESS THE WEST 35 FEET THEREOF. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST FOR 50.0 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE CONTINUE NORTH 86°47'04"EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4, OF THE NORTHEAST 1/4, OF SAID SECTION 29 FOR A DISTANCE OF 1,082.58 FEET TO A POINT ALONG A LINE PARALLEL TO AND 150 FEET WEST OF THE EAST LINE OF SAID SOUTHWEST 1/4 , OF THE NORTHEAST 1/4, OF SAID SECTION 29; THENCE RUN NORTH 03°01'03" WEST ALONG SAID PARALLEL LINE FOR 629.10 FEET TO A POINT ; THENCE RUN SOUTH 86°47'04" WEST FOR 820.67 FEET TO A POINT ; THENCE RUN SOUTH 02°36'27"EAST FOR A DISTANCE OF 34.80 FEET TO A POINT ; THENCE RUN SOUTH 87°03'33"WEST FOR 158.00 FEET TO A POINT; THENCE RUN SOUTH 02°56'27" EAST FOR 8.00 FEET; THENCE RUN' SOUTH 87°03'33" WEST FOR 103.0 FEET TO THE EAST RIGHT OF WAY LINE OF LEJEUNE ROAD ( NW 42 AVENUE); THENCE RUN SOUTH 02°56'27" EAST ALONG SAID EAST RIGHT OF WAY FOR 590.79 FEET TO THE POINT OF BEGINNING. THE ABOVE PARCEL ONE AS ALSO DESCRIBED: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST ALONG THE CENTER SECTION LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY MARGIN OF LE JEUNE ROAD, ALSO KNOWN AS NW 42ND AVENUE; THENCE RUN NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 590.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 619.21 FEET TO AN z" IRON PIN; THENCE LEAVING SAID RIGHT OF WAY MARGIN RUN NORTH 87°47'03" EAST FOR A DISTANCE OF 1080.91 FEET TO A REBAR; THENCE RUN SOUTH 03°01'03" EAST FOR A DISTANCE OF 580.90 FEET TO A REBAR; THENCE RUN SOUTH 86°47'04" WEST FOR A DISTANCE OF 820.67 FEET TO A PK NAIL; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 158.00 FEET TO A PK NAIL; THENCE RUN SOUTH 02°56'27" EAST FOR A DISTANCE OF 8.00 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 103.00 FEET TO A POINT AND BEING BACK AT THE POINT OF BEGINNING. PARCEL TWO: A NON-EXCLUSIVE RECIPROCAL EASMENT FOR INGRESS AND EGRESS AS SET FORTH IN THAT CERTAIN DOCUMENT ENTITLED "EASEMENT AGREEMENT" BY AND BETWEEN AMERICAN FRUIT & PRODUCE CORP., A FLORIDA CORPORATION AND AMERICAN LAND HOLDINGS OF OPA-LOCKA, LLC, A FLORIDA LIMITED LIABILITY COMPANY, RECORDED MARCH 1, 2013 AS BOOK 28511 PAGE 4338 OF OFFICIAL RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 15 ' INGRESS/EGRESS EASEMENT (ORB 28511, PG. 4338) 10' FP&L ESMT. (ORB 10257, PG. 1683) 10' SEWER LINE EASEMENT (ORB 28511, PG. 4338) (ORB 27665, PG. 69) (67.23 LF) ~ 12" DIP WM (117.69 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND STA. 1+89.18 N=566693.6770 E=897133.1300 12" ~ 45° (HORZ) BEND STA. 3+61.13 N=566818.6860 E=897251.1900 (18.85 LF) ~ 12" DIP WATER MAIN (2.24 LF) ~ 6" DIP WATER LINE 6" GATE VALVE STA. 3+79.98 (2.24' RT) (47.84 LF) ~ 6" DIP WATER LINE FIRE HYDRANT ASSEMBLY STA. 3+38.89 (48.98' RT) (284.07 LF) ~ 12" DIP WATER MAIN 12" x 10" TEE STA. 7+62.01 (5.03 LF) ~ 12" DIP WATER MAIN 12" GATE VALVE STA. 7+67.04 (10.04 LF) ~ 12" DIP WATER MAIN 12" x 6" TEE STA. 7+51.96 6" GATE VALVE STA. 7+51.96 (2.51' LT) (31.90 LF) ~ 6" DIP WATER LINE FIRE HYDRANT ASSEMBLY STA. 7+53.56 (34.37' LT) (2.51 LF) ~ 6" DIP WATER LINE (2.57 LF) ~ 10" DIP FIRE LINE 10" GATE VALVE STA. 7+62.01 (2.57' LT) (32.80 LF) ~ 10" DIP FIRE LINE FIRE HYDRANT ASSEMBLY STA. 11+61.24 (10.74' LT) (8.07 LF) ~ 6" DIP WATER LINE 6" GATE VALVE STA. 11+60.93 (2.68' LT) (2.68 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 11+60.93 (393.89 LF) ~ 12" DIP WATER MAIN (13.59 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND STA. 11+74.52 N=566844.6147 E=898064.1679 (21 1 . 9 5 L F ) ~ 1 2 " D I P W A T E R M A I N FIRE HYDRANT ASSEMBLY STA. 13+90.67 (17.13 RT) (14.77 LF) ~ 6" DIP WATER LINE 12" GATE VALVE STA. 13+86.47 (4.55 LF) ~ 12" DIP WATER MAIN 12" x 6" TEE STA. 13+91.02 6" GATE VALVE STA. 13+91.03 (2.37' RT) (2.37 LF) ~ 6" DIP WATER LINE (19 2 . 2 8 L F ) ~ 1 2 " D I P W A T E R M A I N 12" ~ 90° (HORZ) BEND STA. 15+89.70 N=567259.5760 E=898050.9290 (147.46 LF) ~ 12" DIP WATER MAIN FIRE HYDRANT ASSEMBLY STA. 17+36.67 (11.88' LT) (2.43 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 17+37.15 6" GATE VALVE STA. 17+37.15 (2.43' LT) (9.46 LF) ~ 6" DIP WATER LINE FIRE HYDRANT ASSEMBLY STA. 20+68.23 (11.69 LT) (2.95 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 20+68.44 6" GATE VALVE STA. 20+68.44 (2.95' LT) (8.74 LF) ~ 6" DIP WATER LINE (4.04 LF) ~ 6" DIP WATER LINE 12" GATE VALVE STA. 20+72.47 1-12" x 2" CORP. STOPSTA. 19+57.69 (13.43 LF) ~ 2" POLY DOMESTIC SERVICE 2" DOMESTIC SERVICE STA. 19+57.69 (13.43' LT) 2" RPZ STA. 19+57.64 (17.55' LT) FIRE HYDRANT ASSEMBLY STA. 24+59.25 (21.50' RT) (19.47 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 24+59.49 (2.04 LF) ~ 6" DIP WATER LINE 6" GATE VALVE STA. 24+59.49 (2.04' RT) N=566816.7020 E=897270.0700 N=566768.8884 E=897271.5276 N=566865.7192 E=897642.2615 N=566831.3118 E=897641.8191 N=566833.8190 E=897641.7350 N=566831.6485 E=897651.8601 N=566831.8170 E=897656.8860 N=566834.2170 E=897651.7740 N=566854.9330 E=898050.5520 N=566846.8660 E=898050.4940 N=566844.1877 E=8980550.5782 N=567056.4760 E=898058.0240 N=567061.0254 E=898057.8651 N=567061.1110 E=898060.2320 N=567061.2687 E=898075.0006 N=567242.8310 E=897904.4320 N=567252.2600 E=897903.6340 N=567254.6848 E=897903.5535 N=567247.3693 E=897683.1336 N=567233.9443 E=897683.5791 N=567229.8340 E=897683.7665 N=567232.0225 E=897573.0488 N=567240.7520 E=897572.5490 N=567243.6959 E=897572.4513 N=567243.5620 E=897568.4160 N=567252.8126 E=897181.1567 N=567233.3540 E=897181.5300 N=567231.3181 E=897181.5944 (331.28 LF) ~ 12" DIP WATER MAIN (387.01 LF) ~ 12" DIP WATER MAIN (38.13 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 24+97.62 N=567228.9450 E=897143.5430 POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 27+45.86 N=567207.6107 E=896928.0589 12" TAPPING VALVE STA. 27+44.07 (54.95 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND STA. 26+90.91 N=567212.1280 E=896982.8200 (58.42 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND (ROTATE UP) STA. 26+25.80 N=567171.0800 E=897027.3970 N=567207.6660 E=896929.8530 (171.95 LF) ~ 12" DIP WATER MAIN (80.50 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 4+67.89 (2.65 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 4+65.24 N=566821.7915 E=897357.9078 N=566821.7027 E=897355.2612 POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 0+00 N=566690.7669 E=896943.9868 12" TAPPING VALVE STA. 0+01.79 N=566690.8220 E=896945.7810 12" ~ 45° (VERT) BEND STA. 0+71.49 N=566693.0010 E=897015.4400 (4.26 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 0+67.23 N=566692.8680 E=897011.1855 12" GATE VALVE STA. 3+84.75 (4.77 LF) ~ 12" DIP WATER MAIN 12" x 6" TEE STA. 3+79.98 N=566818.9406 E=897270.0398 N=566819.0050 E=897274.8100 (2) 10" ~ 90° (VERT) BEND STA. 7+61.18 (35.36' LT) (8.05 LF) ~ 10" DIP FIRE LINE (2) 10" ~ 90° (VERT) BEND STA. 7+60.86 (43.40' LT) (31.24 LF) ~ 10" DIP FIRE LINE 10" ~ 90° (VERT) BEND STA. 7+60.19 (74.63' LT) 10" ~ 90° (VERT) BEND STA. 7+59.80 (76.23' LT) N=566866.9570 E=897649.8470 N=566874.9830 E=897649.2600 N=566906.1720 E=897647.5410 N=566907.7630 E=897647.0990 12.0' UTILITY EASEMENT 12.0' UTILITY EASEMENT 12 . 0 ' U T I L I T Y E A S E M E N T 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 26+32.49 N=567171.5210 E=897024.8190 (2.61 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 13+97.43 N=567067.4228 E=898057.6416 12" ~ 45° (VERT) BEND STA. 13+94.57 N=567064.5646 E=898057.7414 (2.86 LF) ~ 12" DIP WATER MAIN (3.54 LF) ~ 12" DIP WATER MAIN (36.89 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND (ROTATE UP) STA. 25+34.51 N=567203.0810 E=897117.2370 (95.37 LF) ~ 12" DIP WATER MAIN 12.0' UTILITY EASEMENT Date: 6/29/2023 Time: 15:21 User: cvaldivia Style Table: Langan.stb Layout: Record Drawing Document Code:330066901-0601-CS101-0102 RL C 14 S E 4 t h S t r e e t , B o c a R a t o n , F L 3 3 4 3 2 Te l 5 6 1 3 9 3 6 5 5 5 F a x 5 6 1 3 9 5 0 0 0 7 W e b w w w . r l c a r c h i t e c t s . c o m FL CERTIFICATE OF AUTHORIZATION No. 00006601/LB8172/LB8198 110 East Broward Boulevard, Suite 1500 Fort Lauderdale, FL 33301 T:954.320.2100 F: 954.320.2101 www.langan.com Langan Engineering and Environmental Services, Inc. This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WATER MAIN RECORD DRAWING ONLY. INFORMATION BASED ON FIELD OBSERVATIONS AND AS-BUILT PREPARED BY TRANSAMERICA, ESM INC. ON 03/31/2023. 15 ' INGRESS/EGRESS EASEMENT (ORB 28511, PG. 4338) 10' FP&L ESMT. (ORB 10257, PG. 1683) 10' SEWER LINE EASEMENT (ORB 28511, PG. 4338) (ORB 27665, PG. 69) (254 . 7 5 L F ) ~ 8 " P V C @ 0 . 5 4 % MH-01 (PRIVATE) STA. 7+45.25 RIM ELEV.=(7.60) INV. OUT:(2.55) (W) INV. IN:(2.59) (N) N=566856.5060 E=897802.0320 LIFT STATION WET WELL (PRIVATE) STA. 0+00 RIM ELEV.=(7.60) (ACCESS HATCHES) F/GR ELEV.=(7.52) INV.ELEV.=(- 0.78) (NE) IN INV. ELEV.=(6.04) (W) OUT BOTTOM. ELEV.=(-6.78) LIFT STATION VALVE BOX (PRIVATE) STA.0+91.46 "A" RIM ELEV.=(7.30) T.O.P. ELEV.=(6.16) (W) N=566673.9470 E=897118.6870 N=566672.1480 E=897112.3350 MH-02 (PRIVATE) STA. 5+13.09 RIM ELEV.=(7.58) INV. OUT:(1.63) (W) INV. IN:(1.63) (E) N=566849.1510 E=897569.9950 8" x 6" WYE STA. 3+43.77 INV. (0.95) N=566843.2076 E=897400.7746 MH-03 (PRIVATE) STA. 2+54.75 RIM ELEV.=(7.54) INV. OUT:(0.59) (SW) INV. IN:(0.60) (E) N=566840.0830 E=897311.8120 6" ~ 45° (VERT) BEND STA. 3+44.70 (1.00 LT) INV. (0.97) N=566844.2445 E=897401.6669 6" CONNECTED TO BUILDING STA. 3+44.28 (62.23 LT) INV. (3.25) N=566905.4210 E=897399.0980 (61.23 LF) ~ 6" PVC @ 3.72% (89.02 LF) ~ 8" PVC @ 0.40%(169.32 LF) ~ 8" PVC @ 0.40% (232.16 LF) ~ 8" PVC @ 0.41% (37.15 LF) ~ 6" PVC @ 1.32% 6" ~ 45° (VERT) BEND STA. 7+45.11 (37.15 LT) INV. (3.04) N=566893.6320 E=897800.7210 6" ~ 45° (VERT) BEND STA. 7+30.44 (49.60 LT) INV. (3.24) N=566905.6080 E=897785.6650 (19.24 LF) ~ 6" PVC @ 1.04% 6" CONNECTED TO BUILDING STA. 7+31.83 (63.93 LT) INV. (3.39) N=566919.9760 E=897786.5930 (14.40 LF) ~ 6" PVC @ 1.04% (258.34 LF) ~ 8" PVC @ 0.40% Date: 6/29/2023 Time: 15:47 User: cvaldivia Style Table: Langan.stb Layout: Record Drawing Document Code:330066901-0601-CS101-0103 RL C 14 S E 4 t h S t r e e t , B o c a R a t o n , F L 3 3 4 3 2 Te l 5 6 1 3 9 3 6 5 5 5 F a x 5 6 1 3 9 5 0 0 0 7 W e b w w w . r l c a r c h i t e c t s . c o m FL CERTIFICATE OF AUTHORIZATION No. 00006601/LB8172/LB8198 110 East Broward Boulevard, Suite 1500 Fort Lauderdale, FL 33301 T:954.320.2100 F: 954.320.2101 www.langan.com Langan Engineering and Environmental Services, Inc. (1.00 LF) ~ 2" DIP FORCE MAIN 2" ~ 45° (VERT) BEND STA.0+15.75 "A" N=566668.8947 E=897036.6867 (14.72 LF) ~ 6" DIP FORCE MAINPOINT OF CONNECTION CONNECTED TO EXIT. 16" FORCE MAIN WITH 16" x 6" TAPPING SLEEVE STA. 0+00 "A" N=566668.3229 E=897020.9517 6" TAPPING VALVE STA. 0+01.79 "A" N=566668.3590 E=897022.1610 6" x 2" REDUCER STA.0+14.72 "A" N=566668.8510 E=897035.6650 (6.00 LF) ~ 2" DIP FORCE MAIN 2" ~ 45° (VERT) BEND STA.0+21.73 "A" N=566669.1517 E=897042.6633 (69.73 LF) ~ 2" DIP FORCE MAIN DETAIL~ "A" SCALE: N.T.S. NO R T H N DETAIL~ "A" This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SEWER RECORD DRAWING ONLY. INFORMATION BASED ON FIELD OBSERVATIONS AND AS-BUILT PREPARED BY TRANSAMERICA ESM, INC. ON 05/16/2023. STA. 0+00 STA. 1+00 STA. 2+00 STA. 3+00 STA. 4+00 STA. 5+00 STA. 6+00 STA. 7+00 STA. 8+00 STA. 9+00 STA. 10+00 STA. 11+00 2.89'2.82' 1.84' 12" DIP WATER MAIN 2.33'2.48' RIG H T O F W A Y L I N E (PUBLIC) 3.06' RI G H T O F W A Y L I N E 2.82' 12" DIP WATER M A I N 2.13'1.78' 2.91'2.91' 3.96' 2.60' 12" DIP WATE R M A I N 3.12' 12" DIP WATER MAIN STA. 11+60.93 12" x 10" TEE STA. 7+62.01 12" GATE VALVE STA. 7+67.04 12" x 6" TEE STA. 7+51.96 12" ~ 45° (HORZ) BEND STA. 1+89.18 12" ~ 45° (HORZ) BEND STA. 3+61.13 12" ~ 45° (VERT) BEND STA. 4+67.89 12" ~ 45° (VERT) BEND STA. 4+65.24 POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 0+00 12" TAPPING VALVE STA. 0+01.79 12" ~ 45° (VERT) BEND STA. 0+71.49 12" ~ 45° (VERT) BEND STA. 0+67.23 12" GATE VALVE STA. 3+84.75 12" x 6" TEE STA. 3+79.98 (UTILITY) EASEMENT 3.06'3.06'3.06' 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 2.64'2.76'2.88'2.99'2.85'2.85'2.85' 6.50' 6.88'6.98'8.17' 7.20'7.25' 8.05'7.51'7.54' 8.04' 7.37' 7.87' 7.45' 6.78'6.80' 12" HDPE S.D STA.4+80.48 INV.ELEV.=3.26' 0.64' CLEAR 6.77'7.21'7.19' 0.50' CLEAR 12" HDPE S.D STA.6+72.62 INV.ELEV.=3.34' 6.81'6.97'7.24'7.26'7.27'7.31'7.24'7.21'7.43'7.43' 6.92' 0.53' CLEAR 12" HDPE S.D STA.8+64.91 INV.ELEV.=3.35' 6.76'7.21'7.22'7.08' 18" HDPE S.D STA.2+46.71 INV.ELEV.=2.02' PROFILE VIEW 12" DIP WATER MAIN 0.50' CLEAR 12" HDPE S.D STA.10+56.81 INV.ELEV.=3.35' 6.65'7.10'7.21' EXIST. 16" FORCE MAIN STA.0+76.21 TOP ELEV.=0.25' 8" DIP SEWER MAIN STA.3+97.76 INV.ELEV.=0.42' 1.00' CLEAR 1.25' CLEAR 0.50' CLEAR 2.82'2.85' 1.52'12" DIP WATER MAIN 12" DIP WM 12" DIP WM STA. 24+00 STA. 25+00 STA. 26+00 STA. 27+00 12" x 6" TEE STA. 24+59.49 4.51'4.68' POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 27+45.86 12" TAPPING VALVE STA. 27+44.07 (PUBLIC)(UTILITY) EASEMENT 7.74' 6.50' 2.20' 4.51' 12" DIP WATER MAIN 12" DIP WATER MAIN 3.90' 12" ~ 45° (HORZ) BEND STA. 26+90.91 12" ~ 45° (HORZ) BEND (ROTATE UP) STA. 26+29.88 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 26+32.49 12" DIP WM 12" DIP WM PROFILE VIEW 12" DIP WATER MAIN 10.95' 18" HDPE S.D STA.25+50.41 INV.ELEV.=2.81' 8.09' 8.15' 8.33' 7.73'8.07' 8.53' 7.95' 8.44' 7.35' RIG H T O F W A Y L I N E RIG H T O F W A Y L I N E (2) 6" PVC PIPE STA.26+24.63 TOP ELEV.=3.87' 1.17' CLEAR 2" PVC PIPE STA.26+28.69 TOP ELEV.=5.60' 1.53' CLEAR 7.74' 10.95' 1.45' 1.24' CLEAR 12" DIP WM 1.97' 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 24+97.62 12" ~ 45° (VERT) BEND (ROTATE UP) STA. 25+34.51 6.17'12" DIP W M 12" D I P W M 10.72' 10.52' 11.02'10.68' 9.82' 10.04' 10.54' 9.24' 8.41' 8.91' 7.87' 8.91' 8.48' 3.99' STA. 12+00 STA. 13+00 STA. 14+00 STA. 15+00 STA. 16+00 STA. 17+00 STA. 18+00 STA. 19+00 STA.20+00 STA. 21+00 STA. 22+00 STA. 23+00 12" x 6" TEE STA. 17+37.1512" ~ 90° (HORZ) BEND STA. 15+89.70 12" GATE VALVE STA. 13+86.47 12" x 6" TEE STA. 13+91.02 12" x 6" TEE STA. 11+60.93 12" ~ 45° (HORZ) BEND STA. 11+74.52 1-12" x 2" CORP. STOP STA. 19+57.69 12" x 6" TEE STA. 20+68.44 12" GATE VALVE STA. 20+72.47 3.71' 3.71' 3.24'3.12' 12" DIP WATER MAIN 12" DIP WATER MAIN 6.80'6.57' 7.36' 3.29'3.51' 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN PROFILE VIEW 12" DIP WATER MAIN 7.20'6.87'7.12'7.09' 7.98' 10.16'10.16'9.84' 18" HDPE S.D STA.15+58.90 INV.ELEV.=2.82' 10.53'10.67' 18" HDPE S.D STA.16+03.31 INV.ELEV.=2.80' 10.94'10.93'10.92'10.95'10.95'10.95'10.95'10.95' 6" HDPE S.D STA.20+58.19 INV.ELEV.=5.61' 10.95'10.95' 6" HDPE S.D STA.22+80.45 INV.ELEV.=5.73' 6" HDPE S.D STA.18+37.24 INV.ELEV.=5.74' 0.50' CLEAR 0.63' CLEAR 0.51' CLEAR 12" DIP WATER MAIN 1.40' CLEAR 1.59' CLEAR 6.57' 7.22'7.60'7.74'7.74'7.74'7.74' 7.74' 7.74'7.74'7.74' 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 13+97.43 12" ~ 45° (VERT) BEND STA. 13+94.57 6.57' 10.16'10.95'10.95' Date: 6/29/2023 Time: 16:20 User: cvaldivia Style Table: Langan.stb Layout: WM Profile RD Document Code:330066901-0601-CU201-0102 RL C 14 S E 4 t h S t r e e t , B o c a R a t o n , F L 3 3 4 3 2 Te l 5 6 1 3 9 3 6 5 5 5 F a x 5 6 1 3 9 5 0 0 0 7 W e b w w w . r l c a r c h i t e c t s . c o m FL CERTIFICATE OF AUTHORIZATION No. 00006601/LB8172/LB8198 110 East Broward Boulevard, Suite 1500 Fort Lauderdale, FL 33301 T:954.320.2100 F: 954.320.2101 www.langan.com Langan Engineering and Environmental Services, Inc. (C O N T I N U E D B E L O W L E F T ) (C O N T I N U E D A B O V E R I G H T ) (C O N T I N U E D B E L O W L E F T ) (C O N T I N U E D A B O V E R I G H T ) SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WATER MAIN RECORD DRAWING ONLY. INFORMATION BASED ON FIELD OBSERVATIONS AND AS-BUILT PREPARED BY TRANSAMERICA, ESM INC. ON 03/31/2023. 0.25' FINISHED GRADE RI G H T O F W A Y L I N E (PUBLIC) RI G H T O F W A Y L I N E 6.50' 6.88'6.98'8.17' 7.20'7.25' (PRIVATE) POINT OF CONNECTION CONNECTED TO EXIT. 16" FORCE MAIN WITH 16" x 6" TAPPING SLEEVE STA. 0+00 "A" 6" TAPPING VALVE STA. 0+01.79 "A" 6" x 2" REDUCER STA.0+14.72 "A" (-)0.17' (-)0.34' 6.00'6.16' 7.30' LIFT STATION WET WELL (PRIVATE) STA. 0+00 LIFT STATION VALVE BOX (PRIVATE) STA.0+91.46 "A" BOTTOM ELEV.=(-)6.78' 6.04' 7.52' 7.60' 6.20' MH-01 (PRIVATE) STA. 7+45.25 RIM ELEV.=(7.60) INV. OUT:(2.55) (W) INV. IN:(2.59) (N) MH-02 (PRIVATE) STA. 5+13.09 RIM ELEV.=(7.58) INV. OUT:(1.63) (W) INV. IN:(1.63) (E) 8" x 6" WYE STA. 3+43.77 INV. (0.95) MH-03 (PRIVATE) STA. 2+54.75 RIM ELEV.=(7.54) INV. OUT:(0.59) (SW) INV. IN:(0.60) (E) 7.54' INV. ELEV.=0.60' (E)INV. ELEV.=0.59' (SW) INV. ELEV.=(-)0.78' (NE) 8" PVC SAN. INV. ELEV.=1.63' (E)INV. ELEV.=1.63' (W) 8" PVC SAN. INV. ELEV.=2.59' (N) INV. ELEV.=2.55' (W) 7.58'7.60'8.05'7.63' 7.13'7.12' 7.62'7.34'7.62' 6" DIP WATER LINE STA. 2+00.18 TOP ELEV.=2.75' 1.28' CLEAR 7.41' 12" DIP WATER MAIN STA. 2+23.10 TOP ELEV.=2.84' 1.00' CLEAR 7.41' FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE 12" HDPE SD STA. 3+12.56 INV. ELEV.=2.84' 1.85' CLEAR 7.37'7.34'7.39'7.42'7.38'7.41' FINISHED GRADE FINISHED GRADE 7.58'7.60'7.32' 12" HDPE SD STA. 6+97.04 INV. ELEV.=3.40' 0.50' CLEAR 6" DIP WATER LINE STA. 5+85.14 TOP ELEV.=4.10' 10" DIP FIRE LINE STA. 5+85.14 TOP ELEV.=4.45' FINISHED GRADE FINISHED GRADE FINISHED GRADE 8" PVC SAN. 1.00' CLEAR 1.00' CLEAR Date: 6/29/2023 Time: 16:21 User: cvaldivia Style Table: Langan.stb Layout: SS Profile RD Document Code:330066901-0601-CU201-0102 RL C 14 S E 4 t h S t r e e t , B o c a R a t o n , F L 3 3 4 3 2 Te l 5 6 1 3 9 3 6 5 5 5 F a x 5 6 1 3 9 5 0 0 0 7 W e b w w w . r l c a r c h i t e c t s . c o m FL CERTIFICATE OF AUTHORIZATION No. 00006601/LB8172/LB8198 110 East Broward Boulevard, Suite 1500 Fort Lauderdale, FL 33301 T:954.320.2100 F: 954.320.2101 www.langan.com Langan Engineering and Environmental Services, Inc. SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SEWER RECORD DRAWING ONLY. INFORMATION BASED ON FIELD OBSERVATIONS AND AS-BUILT PREPARED BY TRANSAMERICA ESM, INC. ON 05/16/2023. SURVEYOR'S NOTES: 1.) THIS IS NOT A BOUNDARY SURVEY 2.) REPRODUCTIONS OF THIS DRAWING ARE NOT VALID UNLESS EMBOSSED WITH THE OFFICIAL SEAL OF THE SURVEYOR. 3.) TYPE OF SURVEY: SEWER & FORCE MAIN AS-BUILT 4.) TRANSAMERICA, ESM. INC. CARRIES PROFESSIONAL LIABILITY INSURANCE 5.) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29) 6.) THE HORIZONTAL POSITIONAL ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.2'. THE VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.04'. 7.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD U.S. FOOT 8.) a) BENCH MARK USED: MIAMI-DADE BENCHMARK NAME N-560 Locator 2144 NW Elevation: 6.17' (NGVD 29) Elevation: 4.68' (NAVD 88) LOCATION: NW 135 STREET---------------640' North of center line NW 42 AVENUE---------------34.2' East of center line DESCRIPTION: P.K Nail and Brass washer in flow line of conc curb and gutter. b) BENCH MARK USED: MIAMI-DADE BENCHMARK NAME N-585 Locator 2003 S Elevation: 8.33' (NGVD 29) Elevation: 6.84' (NAVD 88) LOCATION: NW 145 STREET--------------199' South of Center Line NW 57 AVENUE ------------ 3' East of east edge of pavement DESCRIPTION: Pk Nail and Brass Washer in conc sidewalk. 9) THE HORIZONTAL CONTROL ELEMENT OF THIS AS-BUILT SURVEY WAS DERIVED FROM THE NORTH AMERICAN DATUM 83/1993 AS IMPLEMENTED BY MIAMI-DADE WATER & SEWER DEPARTMENT GPS/GIS PROJECT MASTER CONTROL. STATE PLANE COORDINATE SYSTEM STATE PLANE ZONE (FLORIDA EAST 0901) HORIZONTAL DATUM: NAD 83 (1993) Points (Northing and Easting) as depicted on the survey are based on the North American Datum (NAD)1983/1993 adjustment. global positioning systems (G.P.S.) measurements were Conducted in the field to acquire said coordinates values, based on the following horizontal control stations: ① ESTABLISHING AGENCY: MIAMI-DADE COUNTY WATER & SEWER DEPT. GPS/GIS PROJECT. STATE/COUNTY: FLORIDA/MIAMI-DADE COUNTY STATION IDENTIFICATION: 7 STATION NAME: LAKES DATUM: NAD 83 (1993) LATITUDE: 25° 55' 7.364921" NORTH LONGITUDE: 80° 18' 26.978552" WEST NORTHING: 576747.564 US FEET EASTING: 883780.155 US FEET STATION DESCRIPTION: The station is located northeast of the intersection of Miami Lakes Way and NW 67 Av. and is just north of the northwest corner of the parking lot for Miami Lakes Middle School. The mark is a concrete with a METRO-DADE GPS CONTROL PT. brass disk and is stamped "LAKES". ② ESTABLISHING AGENCY: MIAMI-DADE COUNTY WATER & SEWER DEPT. GPS/GIS PROJECT. STATE/COUNTY: FLORIDA/MIAMI-DADE COUNTY STATION DESIGNATION: OPA STATION NAME: ARP 2 1967 DATUM: NAD 83 (1993) LATITUDE: 25° 54' 27.851680" NORTH LONGITUDE: 80° 16' 47.161934" WEST NORTHING: 465905.784 US FEET EASTING: 859130.231 US FEET STATION DESCRIPTION: See published NGS control data sheets for complete recovery descriptions. 10.) FIELD DATE: February 15, 2023 C: \ U s e r s \ M I B A R R ~ 1 . D 9 J \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 9 9 7 2 \ 2 2 - 0 0 8 G R A T I G N Y I N D U S T R I A L P A R K S E W E R & F O R C E M A I N A S B U I L T . d w g M a y 1 6 , 2 0 2 3 - 8 : 3 2 A M m i b a r r a No . DA T E RE V I S I O N S BY TR A N S A M E R I C A , E S M I N C . PR O F E S S I O N A L L A N D S U R V E Y O R A N D M A P P E R L.B . # 8 0 1 8 67 5 W E S T 7 6 th ST R E E T H I A L E A H , F L 3 3 0 1 4 OF F I C E : ( 3 0 5 ) 8 2 9 - 8 6 0 0 MO B I L E : ( 7 8 6 ) 4 0 2 - 4 4 7 5 E- M A I L : Q U I N T A N A _ J @ C O M C A S T . N E T Tra n s a m e r i c a s u r v e y . c o m Qu i n t a n a _ J @ T r a n s a m e r i c a s u r v e y . c o m NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Scale: Drawn by: Appoved by: Date: Job No.: Cad File: Pr o j e c t : 22-008 GRATIGNY INDUSTRIAL PARK SE No. SEW-EXT-096 ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 5-16-23 (This Page is Not Valid Without The Other) AS-SHOWN 22-008 2-27-2023 M.Ibarra J.A.Quintana GRATIGNY INDUSTRIAL PARK OPA-LOCKA, MIAMI-DADE COUNTY FLORIDA SEWER & FORCE MAIN AS BUILT G R A T I G N Y I N D U S T R I A L P A R K S E W E R & F M P L A N V I E W S H E E T 12 8 0 5 N W L E J E U N E R O A D . O P A - L O C K A , F L O R I D A 3 3 0 5 4 3- 3 1 - 2 0 2 3 1 M . I . RE V I S E D A S P E R E N G I N E E R ' S C O M M E N T S LOCATION SKETCH SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST LEGAL DESCRIPTION: FOLIO: 08-2129-000-0061 The South 1210 FEET OF THE SOUTHWEST 14 OF THE NORTHEAST 14 OFF SECTION 29, TOWNSHIP 52 SOUTH RANGE 41 EAST, DADE COUNTY, FLORIDA, LESS AND EXCEPT THERE FROM THE EAST 150 FEET THEREOF, AND LESS THE WEST 36 FEET THEREOF. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, OF MIAMI DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST FOR 50.0 FEET TO THE POINT OF BEGINNING OF PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE CONTINUE NORTH 86°47'04" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 , OF THE NORTHEAST 14 OF SAID SECTION 29 FOR A DISTANCE OF 1,082.58 FEET TO A POINT ALONG A LINE PARALLEL TO AND 150 FEET WEST OF THE EAST LINE OF SAID SOUTHWEST 14, OF THE NORTHEAST 14, OF SAID SECTION 29; THENCE RUN NORTH 03°01'03" WEST ALONG SAID PARALLEL LINE FOR 629.10 FEET TO A POINT; THENCE RUN SOUTH 86°47'04" WEST FOR 820.67 FEET TO A POINT; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 FEET TO A POINT; THENCE RUN SOUTH 87°03'33" WEST FOR 158.00 FEET TO A POINT; THENCE RUN SOUTH 02°56'27" EAST FOR 8.00 FEET; THENCE RUN SOUTH 87°3'33" WEST FOR 103.0FEET TO THE EAST RIGHT OF WAY LINE OF LEJEUNE ROAD (NW 42 AVENUE) THENCE RUN SOUTH 02°56'27" EAST ALONG SAID EAT RIGHT OF WAY FOR 590.76 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER SECTION 29, TOWNSHIP 29 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST ALONG THE CENTER SECTION LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY MARGIN OF LEJEUNE ROAD, ALSO KNOWN AS NW 42ND AVENUE; THENCE RUN NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 590.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 619.21 FEET TO AN 12" IRON PIN; THENCE LEAVING SAID RIGHT OF WAY MARGIN RUN NORTH 87°47'03" EAST FOR A DISTANCE OF 1080.91 FEET TO A REBAR; THENCE RUN SOUTH 03°01'03" WEST FOR A DISTANCE OF 580.90 FEET TO A REBAR; THENCE RUN SOUTH 86647'04" WEST FOR A DISTANCE OF 820.67 FEET TO A PK NAIL; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 158.00 FEET TO A PK NAIL; THENCE RUN SOUTH 02°56'27" FOR A DISTANCE OF 8.00 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 103.00 FEET TO A POINT AND BEING BACK AT THE POINT OF BEGINNING. ABBREVIATIONS: Ass. ....................ASSEMBLY MH...................... MANHOLE WM..................... WATER MAIN SEW................... SEWER INV...................... INVERT SAN.................... SANITARY C.O..................... CLEANOUT FM ...................... FORCE MAIN S.P ..................... SAMPLE POINT AC ......................ASBESTOS CEMENT PIPE V.C.P. ................ VITRIFIED CLAY PIPE C.I.P ................... CAST IRON PIPE HDPE ................. HIGH DENSITY POLYETHYLENE R.C.P.................. REINFORCED CONCRETE PIPE P.V.C.................. POLY VINYL CHLORIDE D.I.P. ................ DUCTILE IRON PIPE Galv. ....................GALVANIZED POLY. PIPE.........POLYETHYLENE PIPE T.O.P ................ TOP OF PIPE BOT .................... BOTTOM P.B. ................ PLAT BOOK PG ...................... PAGE R/W .................... RIGHT OF WAY F.S................... FLORIDA STATUE O.R.B.................. OFFICIAL RECORDS BOOK N.G.V.D...............NATIONAL GEODETIC VERTICAL DATUM N.AV.D. ...............NORTH AMERICAN VERTICAL DATUM C.O.M. ................CITY OF MIAMI DATUM B ........................ BASE LINE P ........................ PROPERTY LINE C ........................ CENTER LINE M......................... MONUMENT LINE N.........................NORTH E.........................EAST S.........................SOUTH W........................WEST F.F ..................... FINISH FLOOR LF ...................... LINEAR FEET LT ...................... LEFT TURN LAT .....................LATERAL RT ...................... RIGHT TURN B.E ......................BUFFER EASEMENT GV.......................GATE VALVE FH .......................FIRE HYDRANT DDCV ................ DOUBLE DETECTOR CHECK VALVE FDC ................... FIRE DEPARTMENT CONNECTION PIV .....................POST INDICATOR VALVE FVO ....................FLUSHING VALVE OUTLET R.P.Z.B.P. ..........REDUCER PRESSURE ZONE BACKFLOW PREVENTER P.V.B. .................PRESSURE VACUUM BREAKER CORP. STOP......CORPORATION STOP P.O.B. .................POINT OF BEGINNING P.O.C ..................POINT OF COMMENCEMENT P.O.T. .................POINT OF TERMINATION S.D .....................STORM DRAINAGE WS ......................WATER SERVICE FL ........................FIRE LINE BFV .....................BUTTERFLY VALVE STA. 0+00 STA. 0+00.......... Station Equation L L L L SCALE: 1"=300' SCALE: 1" = 300' 0 300 600 NO R T H 4'' EXIST. GATE VALVE NEW GATE VALVE, B.F.V. TAPPING SLEEVE & VALVE PLUG & F.V.O. REDUCER PLUG TEE BEND HORIZONTAL (90° , 45°) BEND VERTICAL COUPLING SLEEVE EXIST. FIRE HYDRANT NEW FIRE HYDRANT ASSEMBLY CHECK VALVE BURIED CHECK VALVE IN MANHOLE ABANDONED OR REMOVED P.I.V. CLEANOUT AIR RELEASE CORP. STOP. DUAL SERVICE 2" SERVICE 4" SERVICE DDCV DDCV (VERTICAL) R.P.Z. P.V.B. F.D.C Irrigation or Domestic Service SIGN ANCHOR WOOD POLE DROP INLET PROPERTY LINE RIGHT OF WAY LINE CENTER LINE EXIST. WATER MAIN NEW WATER MAIN AS-BUILT LEGEND: INDEX OF SHEET SHEET SFM-1............COVER SHEET SHEET SFM-2............SEWER & FORCE MAIN PLAN VIEW SHEET SHEET SFM-3............SEWER & FORCE MAIN PROFILE SHEET SHEET LS-1...............PUMP STATION AS-BUILT DETAIL SHEET W A T E R A S B U I L T CERTIFIED TO: CITY OPA-LOCKA I HEREBY CERTIFY THAT THE AS-BUILT SURVEY MAP IS TRUE AND CORRECT AND WAS MADE UNDER MY DIRECT SUPERVISION AND THAT IT MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.050 THRU 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE. PURSUANT TO CHAPTER 472.027, FLORIDA STATUTE. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. C O V E R S H E E T STATE PLANE COORDINATE CONTROL POINTS STATE PLANE ZONE (FLORIDA EAST 0901) HORIZONTAL DATUM: NAD 83 (1993) 7.48'GPS CONTROL POINT "B"N= 567274.3973 E= 897015.4898 1124.60' South to Center Line of NW 132nd STREET 50.00' East to Center Line of NW 42th AVENUE GPS CONTROL POINT NORTHING 83/90 EASTING 83/90 DESCRIPTIONELEVATION (N.G.V.D. - 29)LOCATION FND P.K & DISC IN TOP OF SIDEWALK7.17'E= 897036.0290 N= 566655.1002 GPS CONTROL POINT "A" GPS CONTROL POINT "A" GPS CONTROL POINT "B" FND P.K & DISC IN TOP OF SIDEWALK 504.99' South to Center Line of NW 132nd STREET 50.00' East to Center Line of NW 42th AVENUE MIAMI-DADE COUNTY, FLORIDA G G AS-BUILT LEGEND: CLEANOUT SEWER MAIN PROPERTY LINE RIGHT OF WAY LINE CENTER LINE FLOW DIRECTION EXIST. SEWER FLOW GRAVITY MAIN FORCE MAIN - EXISTING SEWER WYE HORIZONTAL BEND CUT & PLUGGED LATERAL BEND VERTICAL COUPLING SLEEVE MANHOLE - EXISTING MANHOLE - NEW GATE- VALVE/ PLUG VALVE- EXISTING GATE- VALVE/ PLUG VALVE- NEW TAPPING SLEEVE & VALVE CHECK VALVE BURIED CHECK VALVE IN MANHOLE PUMP STATION GENERATOR HOUSING GENERATOR GRAVITY MAIN / FORCE MAIN - ABANDONED OR REMOVED EXISTING CELL TOWER TO REMAIN D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDDDD D D D D D D D D D D D DDDD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 50.00' R/W 50.00' R/W 36.00' 50.00' R/W 50.00' R/W 36.00' (L E J E U N E R O A D ) S. R . 9 5 3 N W 4 2 N D A V E N U E 0+0 0 NO T A P A R T 15 0 ' L E S S - O U T A R E A (O R B 3 0 6 0 1 , P G . 8 4 0 ) PRIVATE ESMT. (ORB 14695, PG. 2028) 10 ' U T I L I T Y E A S E M E N T (O R B . 1 4 6 9 5 , P G . 2 0 2 2 8 ) 10 ' S E W E R L I N E E A S E M E N T (O R B . 2 8 5 1 1 , P G . 4 3 3 8 & 2 7 6 6 5 , P G . 6 9 ) "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 2 "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 3 "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 4 "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 5 "LEJUNE INDUSTRIAL SITES" (P.B. 135, PG. 6) BLOCK 1 LOT 3 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E RI G H T O F W A Y L I N E RI G H T O F W A Y L I N E So u t h L i n e S W 1 / 4 o f t h e N E 1 / 4 S e c . 2 9 - 5 2 S - 4 0 E RI G H T O F W A Y L I N E RI G H T O F W A Y L I N E 35.36' AMERICAN LAND HOLDINGS OF OPA LOCKA LLC CUT OUT PARCEL "B" (ORB 27899, PG. 1132) BUILDING EX I S T . 1 6 " D I P S A N S E W E R EX I S T . 1 6 " W A T E R M A I N PR I V A T E PU B L I C (254 . 7 5 L F ) ~ 8 " P V C @ 0 . 5 4 % MH-01 (PRIVATE) STA. 7+45.25 RIM ELEV.=(7.60) INV. OUT:(2.55) (W) INV. IN:(2.59) (N) N=566856.5060 E=897802.0320 LIFT STATION WET WELL (PRIVATE) STA. 0+00 RIM ELEV.=(7.60) (ACCESS HATCHES) F/GR ELEV.=(7.52) INV.ELEV.=(- 0.78) (NE) IN INV. ELEV.=(6.04) (W) OUT BOTTOM. ELEV.=(-6.78) LIFT STATION VALVE BOX (PRIVATE) STA.0+91.46 "A" RIM ELEV.=(7.30) T.O.P. ELEV.=(6.16) (W) N=566673.9470 E=897118.6870 N=566672.1480 E=897112.3350 18" H D P E S D 12" D I P W A T E R M A I N 12 " H D P E S D 12 " H D P E S D 12" DIP WATER MAIN MH-02 (PRIVATE) STA. 5+13.09 RIM ELEV.=(7.58) INV. OUT:(1.63) (W) INV. IN:(1.63) (E) N=566849.1510 E=897569.9950 8" x 6" WYE STA. 3+43.77 INV. (0.95) N=566843.2076 E=897400.7746 MH-03 (PRIVATE) STA. 2+54.75 RIM ELEV.=(7.54) INV. OUT:(0.59) (SW) INV. IN:(0.60) (E) N=566840.0830 E=897311.8120 6" ~ 45° (VERT) BEND STA. 3+44.70 (1.00 LT) INV. (0.97) N=566844.2445 E=897401.6669 6" CONNECTED TO BUILDING STA. 3+44.28 (62.23 LT) INV. (3.25) N=566905.4210 E=897399.0980 (61.23 LF) ~ 6" PVC @ 3.72% (89.02 LF) ~ 8" PVC @ 0.40%(169.32 LF) ~ 8" PVC @ 0.40% 8" D I P F I R E L I N E 6" D I P W A T E R L I N E (232.16 LF) ~ 8" PVC @ 0.41% (37.15 LF) ~ 6" PVC @ 1.32% 6" ~ 45° (VERT) BEND STA. 7+45.11 (37.15 LT) INV. (3.04) N=566893.6320 E=897800.7210 6" ~ 45° (VERT) BEND STA. 7+30.44 (49.60 LT) INV. (3.24) N=566905.6080 E=897785.6650 (19.24 LF) ~ 6" PVC @ 1.04% 6" CONNECTED TO BUILDING STA. 7+31.83 (63.93 LT) INV. (3.39) N=566919.9760 E=897786.5930 (14.40 LF) ~ 6" PVC @ 1.04% (258.34 LF) ~ 8" PVC @ 0.40% 1+0 0 2+0 0 3+00 4+00 5+00 6+00 7+00 18" HDPE SD 12 " H D P E S D 18" HD P E S D 12" DIP WATER MAIN 12" DIP WATER MAIN C: \ U s e r s \ M I B A R R ~ 1 . D 9 J \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 9 9 7 2 \ 2 2 - 0 0 8 G R A T I G N Y I N D U S T R I A L P A R K S E W E R & F O R C E M A I N A S B U I L T . d w g M a y 1 6 , 2 0 2 3 - 8 : 3 2 A M m i b a r r a No . DA T E RE V I S I O N S BY TR A N S A M E R I C A , E S M I N C . PR O F E S S I O N A L L A N D S U R V E Y O R A N D M A P P E R L.B . # 8 0 1 8 67 5 W E S T 7 6 th ST R E E T H I A L E A H , F L 3 3 0 1 4 OF F I C E : ( 3 0 5 ) 8 2 9 - 8 6 0 0 MO B I L E : ( 7 8 6 ) 4 0 2 - 4 4 7 5 E- M A I L : Q U I N T A N A _ J @ C O M C A S T . N E T Tra n s a m e r i c a s u r v e y . c o m Qu i n t a n a _ J @ T r a n s a m e r i c a s u r v e y . c o m NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Scale: Drawn by: Appoved by: Date: Job No.: Cad File: Pr o j e c t : 22-008 GRATIGNY INDUSTRIAL PARK SE No. SEW-EXT-096 ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 5-16-23 (This Page is Not Valid Without The Other) AS-SHOWN 22-008 2-27-2023 M.Ibarra J.A.Quintana GRATIGNY INDUSTRIAL PARK OPA-LOCKA, MIAMI-DADE COUNTY FLORIDA SEWER & FORCE MAIN AS BUILT G R A T I G N Y I N D U S T R I A L P A R K S E W E R & F M P L A N V I E W S H E E T 12 8 0 5 N W L E J E U N E R O A D . O P A - L O C K A , F L O R I D A 3 3 0 5 4 3- 3 1 - 2 0 2 3 1 M . I . RE V I S E D A S P E R E N G I N E E R ' S C O M M E N T S N N O R T H 0 GRAPHIC SCALE 1" = 40 20 40 80 40 1" = 40' 11 1 0 . 8 1 ' S.W. 132nd ST. (1.00 LF) ~ 2" DIP FORCE MAIN 2" ~ 45° (VERT) BEND STA.0+15.75 "A" N=566668.8947 E=897036.6867 (14.72 LF) ~ 6" DIP FORCE MAINPOINT OF CONNECTION CONNECTED TO EXIT. 16" FORCE MAIN WITH 16" x 6" TAPPING SLEEVE STA. 0+00 "A" N=566668.3229 E=897020.9517 6" TAPPING VALVE STA. 0+01.79 "A" N=566668.3590 E=897022.1610 6" x 2" REDUCER STA.0+14.72 "A" N=566668.8510 E=897035.6650 (6.00 LF) ~ 2" DIP FORCE MAIN 2" ~ 45° (VERT) BEND STA.0+21.73 "A" N=566669.1517 E=897042.6633 (69.73 LF) ~ 2" DIP FORCE MAIN DETAIL~ "A" SCALE: N.T.S. NO R T H N DETAIL~ "A" 0+00 "A" 1.79' 0.25' 14.72' FINISHED GRADE RIG H T O F W A Y L I N E (PUBLIC) RI G H T O F W A Y L I N E (L E J E U N E R D . ) S . R . 9 5 3 N W 4 2 nd A V E . 6.50' 6.88'6.98'8.17' 7.20'7.25' 50.00'50.00' (PRIVATE) 35.36' POINT OF CONNECTION CONNECTED TO EXIT. 16" FORCE MAIN WITH 16" x 6" TAPPING SLEEVE STA. 0+00 "A" 6" TAPPING VALVE STA. 0+01.79 "A" 6" x 2" REDUCER STA.0+14.72 "A" 0+00 "A" (-)0.17' (-)0.34' 6'69.73' 1.00' 6.00'6.16' 7.30' 6.60' LIFT STATION WET WELL (PRIVATE) STA. 0+00 LIFT STATION VALVE BOX (PRIVATE) STA.0+91.46 "A" BOTTOM ELEV.=(-)6.78' 6.04' 7.52' 7.60' 6.20' 0+ 0 0 0+ 9 1 . 4 6 " A " 75.73'~ 2" DIP FM MH-01 (PRIVATE) STA. 7+45.25 RIM ELEV.=(7.60) INV. OUT:(2.55) (W) INV. IN:(2.59) (N) MH-02 (PRIVATE) STA. 5+13.09 RIM ELEV.=(7.58) INV. OUT:(1.63) (W) INV. IN:(1.63) (E) 8" x 6" WYE STA. 3+43.77 INV. (0.95) MH-03 (PRIVATE) STA. 2+54.75 RIM ELEV.=(7.54) INV. OUT:(0.59) (SW) INV. IN:(0.60) (E) 7.54' INV. ELEV.=0.60' (E)INV. ELEV.=0.59' (SW) INV. ELEV.=(-)0.78' (NE) 254.75'~8" PVC SANITARY SEWER @ 0.54% SLOPE 8" PVC SAN. INV. ELEV.=1.63' (E)INV. ELEV.=1.63' (W) 8" PVC SAN. INV. ELEV.=2.59' (N) INV. ELEV.=2.55' (W) 258.34' ~ 8" PVC @ 0.40% SLOPE 7.58'7.60' 232.16' ~ 8" PVC @ 0.41% SLOPE 8.05'7.63' 7.13'7.12' 7.62'7.34'7.62' 6" DIP WATER LINE STA. 2+00.18 TOP ELEV.=2.75' 1.28' CLEAR 7.41' 12" DIP WATER MAIN STA. 2+23.10 TOP ELEV.=2.84' 1.00' CLEAR 7.41' FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE 12" HDPE SD STA. 3+12.56 INV. ELEV.=2.84' 1.85' CLEAR 7.37'7.34' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7.39'7.42'7.38'7.41' FINISHED GRADE FINISHED GRADE 7.58'7.60'7.32' 12" HDPE SD STA. 6+97.04 INV. ELEV.=3.40' 0.50' CLEAR 6" DIP WATER LINE STA. 5+85.14 TOP ELEV.=4.10' 10" DIP FIRE LINE STA. 5+85.14 TOP ELEV.=4.45' FINISHED GRADE FINISHED GRADE FINISHED GRADE 8" PVC SAN. 1.00' CLEAR 1.00' CLEAR C: \ U s e r s \ M I B A R R ~ 1 . D 9 J \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 9 9 7 2 \ 2 2 - 0 0 8 G R A T I G N Y I N D U S T R I A L P A R K S E W E R & F O R C E M A I N A S B U I L T . d w g M a y 1 6 , 2 0 2 3 - 8 : 3 2 A M m i b a r r a No . DA T E RE V I S I O N S BY TR A N S A M E R I C A , E S M I N C . PR O F E S S I O N A L L A N D S U R V E Y O R A N D M A P P E R L.B . # 8 0 1 8 67 5 W E S T 7 6 th ST R E E T H I A L E A H , F L 3 3 0 1 4 OF F I C E : ( 3 0 5 ) 8 2 9 - 8 6 0 0 MO B I L E : ( 7 8 6 ) 4 0 2 - 4 4 7 5 E- M A I L : Q U I N T A N A _ J @ C O M C A S T . N E T Tra n s a m e r i c a s u r v e y . c o m Qu i n t a n a _ J @ T r a n s a m e r i c a s u r v e y . c o m NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Scale: Drawn by: Appoved by: Date: Job No.: Cad File: Pr o j e c t : 22-008 GRATIGNY INDUSTRIAL PARK SE No. SEW-EXT-096 ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 5-16-23 (This Page is Not Valid Without The Other) AS-SHOWN 22-008 2-27-2023 M.Ibarra J.A.Quintana GRATIGNY INDUSTRIAL PARK OPA-LOCKA, MIAMI-DADE COUNTY FLORIDA SEWER & FORCE MAIN AS BUILT G R A T I G N Y I N D U S T R I A L P A R K S E W E R & F M P L A N V I E W S H E E T 12 8 0 5 N W L E J E U N E R O A D . O P A - L O C K A , F L O R I D A 3 3 0 5 4 3- 3 1 - 2 0 2 3 1 M . I . RE V I S E D A S P E R E N G I N E E R ' S C O M M E N T S SE W E R & F O R C E M A I N P R O F I L E V I E W 1"=40'H 1"=4'V SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' (7.3) (7.52) (-6.78) (-0.78) (54") (48") (8") (4") 7.60' 7.52'7.30' (-)6.78' 4" (-) 0.78' 6.20'6.16' 6.04' ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 3-08-23 EXHIBIT B M.• COUNTY befit+ r, Erceltawe Eiwy by Agreement ID#: Project Name: Project Location: Contractor: Operations Manager: Miami -Dade Water and Sewer Department Wastewater Bill of Materials /Cost Breakdown For Donation Projects SB/DS: SEW No. SEW-EXT-096 GRATIGNY INDUSTRIAL PARK 12805 NW LE JEUNE ROAD OPA-LOCKA, FLORIDA 33054 THE REDLAND COMPANY, INC. OWEN H. CARNEY TYPE/Material SIZE Quantity Minimum Unit Cost Actual Unit Cost Total Cost Gravity Sewer Mains SSSTRGRAV PVC /D.I.P. 8" 0 L.F. $26.00 / $191.00 $0.00 $0.00 PVC /D.I.P. 10" 0 L.F. $38.00 / $208.00 $0.00 $0.00 PVC /D.I.P. 12" 0 L.F. $45.00 I $225.00 $0.00 $0.00 Service Laterals: SSSTRLATER PVC /D.I.P. 6" 0 L.F. $50.00 / $200.00 $0.00 $0.00. PVC /D.I.P. 6" 0 L.F. $50.00 / $200.00 $0.00 $0.00 Manholes: SSSTRGRAV Precast Conc. 0 Each $7,200.00 $7,200.00 $0.00 "*Local Force Mains: SSSTRFMLOC D.I.P. 2" 70 L.F. $55.00 $50.00 $3,500.00 D.I.P. 6" 15 L.F. $60.00 $60.00 $900.00 D.I.P. 8" 0 L.F. $70.00 $70.00 $0.00 D.I.P. 12" 0 L.F. $90.00 $90.00 $0.00 **Local Pump Station: PSSTRLOCAL PSEQPLOC Structure Each $42,000.00 $42,000.00 $0.00 Equipment 0 Each $277,000.00 $277,000.00 $0.00 *Regional Force Main: SSSTRFMREG D.I.P. 16" 0 L.F. $200.00 $200.00 $0.00 D.I.P. 20" 0 L.F. $250.00 $250.00 $0.00 D.I.P. 24" 0 L.F, $300.00 $300.00 $0.00 *Regional Pump Station: PSSTRREGNL PSEQPREG ***Structure 0 Each $203,800.00 $203,800.00 $0.00 ***Equipment 0 Each $307,000.00 $307,000.00 $0.00 Housing & Generator: PLEQPPWRPD 125KW $58,000.00 Valves: SSSTRFMLOC ,Plug Plug 6" 0 Each $2,230.00 $2,230.00 $0.00 8" 0 Each $3,000.00 $3,000.00 $0.00 Plug 12" 0 Each $4,750.00 $4,750.00 $0.00 Plug 16" 0 Each $5,000.00 $5,000.00 $0.00 Bond Amount (NASD) $ Total Project Cost $! $4.400.00 egional:- Sewer pump station serving several neighborhoods with other stations pumping to It & force mains to Treatment Plant. "Local: gravity systems, lift stations & small pump stations in local areas, force mains carrying flows from lift stations to regional. ***Equipment:- pump, motor/engine, piping, valves, electrical lines, switches, holsl,ect. Structure:- walls & support for equipment The back of this document may be used to write in additional information if needed. Certified by contractor: Date: 4/28/2023 Type, size & / quantity Inspected by: Date: -7�1 - Received by New Business Rep: Date: Signature:. Print: Alejandro Echeverry Signature: Print: Signature: Print: C A-7141- Company:THE REDLAND COMPANY, INC Title: PROJECT MANAGER Department of Regulatory and Economic Resources Division of Environmental Resources Management Water & Wastewater Division 701 NW 1st Court, 7th Floor Miami, FL 33136-3912 T (305) 372-6920 F (305) 372-6410 07/31/2023 ELECTRONIC CORRESPONDENCE Austin Airia CITY OF OPA LOCKA 780 FISHERMAN STREET, 4TH FLOOR OPA LOCKA, FL 33054 e-mail: Aaustin@opalockafl.gov Project Name: PROLOGIS GRATIGNY 15 DERM Permit No.: SE-20220096 FDEP Permit No.: 253651-1016-DWC Utility DS Number: CITY OF OPA-LOCKA RE: Certification of Completion of the Domestic Wastewater Collection/Transmission System PSO #1527 (One Private lift station, 3 manholes, 741 LF of 8-inch private gravity, 80 LF of 2-inch private force main and 10 LF of 6 inch Public force main) Dear Austin Airia: This letter serves as notification from the Water & Wastewater Division (W&WWD) of the Department of Regulatory and Economic Resources, Division of Environmental Resources Management (DERM), that the above referenced project has been certified by Michael Carr, P.E. Said certification, signed by the corresponding utility on 4/27/2023, indicated that the project was completed in conformance with the approved plans and specifications and/or that the Wastewater Facility Serving the Collection/Transmission System has adequate reserve capacity to accept the flow from this project. Pursuant to the above, and inasmuch as all the specific conditions in the FDEP construction permit have been complied with, the DERM hereby clears the facilities covered under the subject project for service. Be advised that this certification has been completed for the sewer extension portion. Therefore, this Certification letter is issued with the condition to follow up with the PSO program for the review and approval of the PSO Application and O&M Manual for PSO# 1527 This notification does not relieve applicants from building permits requesting to connect to the sanitary sewer facilities from the requirements of a Sewer System Treatment and Transmission Certification in accordance with the terms and conditions set forth in the Consent Decree between the USEPA and Miami-Dade County (Case No. 1:12-cv-24400-FAM). If you have any questions regarding the above, please contact Hala Mirza, Engineer, of the W&WWD at (305) 372-6920 or via email at mirzah@miamidade.gov. When referring to this project, please use the DERM project number indicated above. Sincerely, For: Carlos Hernandez, P.E., Chief Water & Wastewater Division Cc: Paris Del Rio; via e-mail: pdelrio@prologis.com Michael Carr, P.E; via e-mail: mcarr@Langan.com Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/2023N.T.S. SM-4449 1 OF 3 OPA-LOCKA, FL 33054-4401 "EXHIBIT A" FORCE MAIN EASEMENT SE No. SEW-EXT-096 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\FORCE MAIN SKETCH AND LEGAL\58433 SM#4469 FORCE MAIN EASEMENT (12805 LE JEUNE RD) 06-10-23.DWG SM - 4 4 4 9 LOCATION MAP NE 1/4 OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, CITY OF OPA-LOCKA, MIAMI-DADE COUNTY, FLORIDA SCALE - N.T.S Property Location SE 1 4 NE 1 4NW 1 4 NW 132nd STREET NW 3 8 t h C T . DO U G L A S LE J U E N E SW 1 4 NW 135th STREET LE J E U N E R D . / N W 4 2 n d A V E . (S . R . 9 5 3 ) Center of Sec. 29-52-41 East 1/4 of Sec. 29-52-41 NE Corner of Sec. 29-52-41North 1/4 of Sec. 29-52-41 SURVEYOR'S NOTES: This Description and Sketch to Accompany Legal Description does not represent a field Boundary Survey. Bearings are based on an assumed meridian, where the South Line of the Southwest 1/4 of the Northeast 1/4 of Section 29, Township 52 South, Range 41 East, Miami-Dade County, Florida, bears North 86º 47' 04” East. All distances as shown are based on the US Survey foot. The Description and Sketch is based on the Miami-Dade County Property Appraiser's Property Search Summary Report Tax Folio No. 08-2129-000-0061 and the SPECIAL WARRANTY DEED recorded in Official Records Book 33243 at Page 0026, as evidenced thereon. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. The Minimum Vertical Clearance of this easement is 25.00 feet above ground. The easement strip forms a closed geometric figure. The intent of this sanitary sewer easement is to encompass the recently installed water line and relative facilities, as shown on the sewer As-Built, prepared by Julio A. Quintana, P.S.M. Number 6214, State of Florida. ABBREVIATIONS: SEC.Section POC Point of Commencement POB Point of Beginning POT Point of Termination Centerline Section Line (D)Deed Dimension (P)Plat Dimension (C)Calculated Dimension ORB Official Records Book PB Plat Book PG Page R/W Right of Way FPL Florida Power & Light This sketch does not represent a field Boundary Survey CL SL FOLIO NO. 08-2129-000-0061 12805 LE JEUNE RD. Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/2023N.T.S. SM-4449 2 OF 3 OPA-LOCKA, FL 33054-4401 "EXHIBIT A" FORCE MAIN EASEMENT SE No. SEW-EXT-096 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\FORCE MAIN SKETCH AND LEGAL\58433 SM#4469 FORCE MAIN EASEMENT (12805 LE JEUNE RD) 06-10-23.DWG SM - 4 4 4 9 LEGAL DESCRIPTION: A 12-foot wide Miami-Dade County Sanitary Sewer Easement being that portion of the South 1210 feet of the Southwest 1/4 of the Northeast 1/4 of Section 29, Township 52 South, Range 41 East, Miami-Dade County, Florida, and being more particularly described as follows: Commence at the Center of Section 29, Township 52 South, Range 41 East, Miami-Dade County, Florida; thence run North 86º 47' 04” East, along the South Line of the Southwest 1/4 of the Northeast 1/4 of said Section 29, for a distance of 50.00 feet to a point of intersection with the East Right of Way Line of Le Jeune Road, also known as NW 42nd Avenue; thence run North 02º 56' 27” West, along said Right of Way Line, the same being a line which lies 50 feet East of and parallel with the West Line of the Southwest 1/4 of the Northeast 1/4 of said Section 29, for a distance of 599.15 feet to the Point of Beginning of the centerline of the 12-foot wide Miami-Dade County Utility Easement, lying 5 feet on each side of the following described centerline; thence run North 86º 30' 25” East for a distance of 86.33 feet to the Point of Termination of the 12-foot wide Miami-Dade County Utility Easement. All lying and being in Miami-Dade County, Florida; said Miami-Dade County Utility Easement subject to dedication of records, conditions, restrictions, easements, limitations, and zoning ordinances, if any. The side line on each of said centerline are to be lengthened and or shortened as necessary to maintain a continuous 12-foot easement along the route described. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyor's and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. Dated: June 6, 2023 E.R.BROWNELL & ASSOCIATES, INC. Certificate of Authorization LB 761 _________________________________ Thomas Brownell Executive Vice President Professional Land Surveyor #2891 State of Florida The survey map and notes and/or report or the copies thereof, consisting of 3 sheets where each sheet shall not be considered full, valid and complete unless attached to the others and is not valid without the original signature and seal of a Florida Licensed Surveyor and Mapper on Sheet 2 of 3. Any additions or deletions to the description and accompanying sketch by other than the signing party or parties is prohibited without written consent of the signing party or parties. 12805 LE JEUNE RD. STATE OF THOMAS BROWNELLILCENSE F LO R Y D A No. 2891 EVRUS OR &I MAPPER SEFORP SI LANO N0 2 ° 5 6 ' 2 7 " W 5 9 9 . 1 5 ' N86° 47' 04"E 50.00' N86° 47' 04"E N86° 30' 25"E 86.33'N86° 30' 25"E 86.33' N86° 47' 04"E 50.00' N86° 47' 04"E Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/20231" = 200' SM-4449 3 OF 3 OPA-LOCKA, FL 33054-4401 SUBJECT PROPERTY EASEMENT AREA = 1,647 SQ.FT. (+/-) "EXHIBIT A" FORCE MAIN EASEMENT SE No. SEW-EXT-096 FOLIO: 08-2129-000-0061 (A Portion of Sec. 29-52-41) SM - 4 4 4 9 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\FORCE MAIN SKETCH AND LEGAL\58433 SM#4469 FORCE MAIN EASEMENT (12805 LE JEUNE RD) 06-10-23.DWG LE J E U N E R D (N W 4 2 n d A V E . ) POT Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 "LEJEUNE INDUSTRIAL PARK" (PB 100, PG 51) BLOCK 1 Centerline of 12' Sewer Easement POC Center of Sec. 29-52-41 50' 50' CL W e s t L i n e o f t h e S W 1 / 4 of t h e N E 1 / 4 o f S e c . 2 9 - 5 2 - 4 1 South Line of the SW 1/4 of the NE 1/4 of Sec. 29-52-41 Ea s t R / W L i n e o f L e J u e n e R o a d , al s o k n o w n a s N W 4 2 n d A v e n u e 1080.91'(D) 58 0 . 9 0 ' ( D ) 1080.91'(D) 34.80'(D)158.00'(D) 8.00'(D) 103.00'(D) 61 9 . 2 1 ' ( D ) CL SL 12 1 0 ' ( D ) 50' POB Sewer Easement 1 inch = ft.( IN FEET ) GRAPHIC SCALE 0-200 200 200 100 ABBREVIATIONS: SEC.Section POC Point of Commencement POB Point of Beginning POT Point of Termination Centerline Section Line (D)Deed Dimension (P)Plat Dimension (C)Calculated Dimension ORB Official Records Book PB Plat Book PG Page R/W Right of Way FPL Florida Power & Light This sketch does not represent a field Boundary Survey CL SL 12805 LE JEUNE RD. I l i qlt»)\pV1l^ .IrL.V.AM.i 1` 6,1//'^v i1GI; vrldAii1; IF',z UTILITY INFRASTRUCTURE CONVEYANCE AND SERVICE AGREEMENT THIS AGREEMENT made and entered into this / 74' day of May, 2023, by and between the Florida Governmental Utility Authority, a legal entity and public body created by Interlocal agreement pursuant to section 163.01(7), Florida Statutes (the "CITY OF OPA-LOCKA"), and Prologis 2, L.P., a Delaware limited partnership (hereinafter referred to as "Developer"). RECITALS WHEREAS, Developer owns certain property in Opa Locka, Miami -Dade County, Florida as shown and described in Exhibit "A" attached hereto and made a part hereof (hereinafter referred to as the "Property"), to be developed as Gratigny Industrial Park (hereinafter referred to as the "Project"); and WHEREAS, Developer has requested The City of Opa-locka to accept acilities to be constructed by Developer on the Property, in order to provide to the Property, for ownership, operation and maintenance; and WHEREAS, the City of Opa-locka has agreed to accept such facilities upon completion of same to the standards and requirements of The City of Opa-locka as outlined in all City of Opa-locks policies and procedures, including but not limited to the City of Opa-locka Water and Wastewater Service Extension Policy, as amended; NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration exchanged amongst the parties, the parties hereto covenant and agree that the above recitals are true and correct and further covenant and agree, each with the other as follows: ARTICLE I The Developer as a party to this Agreement hereby covenants and agrees as follows: 1. To construct all lift stations and other pumping facilities in accordance with City of Opa- locka standard details, including the provision of telemetry. To construct in accordance with all City of Opa-locka policies all the necessary acilities within the Property necessary to provide services to the Property. I o)lAE3111 ./^Nhl!I 3. That the construction of the iN011/,^;(��iII o,N1l1,)v»X V` 11111 V///yII[ lIdfacilities 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 t ) 1 /\,1 I I Ciyi�/'.i I systems shall be connected to the City of Opa-locka existing systems at the points as specified by the City of Opa-locka authorized representatives and as agreed by both parties. Any deviation from the approved plans and specifications shall require the prior approval in writing of the City of Opa-locka Director of Public Works & Utilities or his authorized representative. 1 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 to be installed for City of Opa-locks approval. No construction shall commence until the shop drawings, plans and specifications are approved in writing by the City of Opa-locks Director of Public Works & Utilities or his authorized representative. 6. A preconstruction meeting with the City of 0pa-locka Director of Public Works & Utilities or his authorized representative, Developer, or Developer's engineer and contractor shall be held prior to construction commencement. 7. To grant the City of Opa-locks representatives free access to the materials and the work site at all times for the purpose of inspecting same. 8. To notify the CITY OF OPA-LOCKA before any construction is begun and at the time 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 of the time construction will begin or inspections required. 9. 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. 10. Developer, during the 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. 11. Developer's obligation to perform and complete the work in accordance with this Agreement shall be absolute. Neither any act of acceptance by the CITY 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. 12. The CITY OF OPA-LOCKA shall not be required to provide II Q II�AV�I VAiyfSPin47 Mi[, service, except for construction water, to any area encompassed under this Agreement 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, Developer shall pay at the current rate charged to commercial customers in the service area. All construction water shall be metered. 2 13. To indemnify and hold harmless the CITY OF OPA-LOCKA from any and all liabilities incurred by the construction and development of the i°VIIi/VIi ,/^;MO vvnVV, 11; system(s) to service the Project including all contractors and subcontractors. 14. 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 provided in CITY OF OPA-LOCKA resolutions, policies and procedures. 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 P'(_);lhJ;'I l Vi^ 11 / illy'Av/^viii= , 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. 2. 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 eo ITy^ ILj � 7;°d�� , f01a5-itlTLIA,a ff 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-LOCKA with all manufacturers' warranties which Developer might have received or is due to receive on any part of the installations. 3 8. Furnish the CITY 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 (1) year from date of acceptance of same by CITY OF OPA-LOCKA. 9. Furnish all other items outlined in the Developer Utilities Conveyance Checklist as subsequently determined to be required by CITY OF OPA-LOCKA staff after review of the Project Plans. A copy of the Developer Utilities Conveyance Checklist is attached hereto as Exhibit "B." 10. In the event that on -site iE'Ni/^;\lil ,;*MiD MAVTI,\AVAIIILP acilities 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 CITY OF OPA-LOCKA shall not be waived 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 until the CITY OF OPA-LOCKA 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 as approved by CITY OF OPA- LOCKA. ARTICLE I I I 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. 2. 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. 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 o I /MLIt Wii/A 1 I fR N'J.1' nli ig,AVAVJ/ it i within easements granted to the CITY OF OPA-LOCKA in accordance with the CITY OF OPA-LOCKA's policies and procedures. 4. Each customer of e;lll^;` III -04/^y1Il' /,ND) inMFNV,1vlil 11 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. Any temporary cessation or interruption of the furnishing o 4 o 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 CITY 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 Board of Commissioners. When so recorded, owners and occupants of the Property connected to or to be connected to said 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 ystems of the CITY 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. I r'//'; 1 1hrl`;:I I `p'1V^\ 1 li':1r`ry^ uj jp Mik[i Kj 1A✓✓V{"1`:\01/4i1:1E,11 s 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 Director of Public Works & Utilities 780 Fisherman Street Opa-locka, Florida 33054 FOR DEVELOPER: Paris Del Rio Prologis 2, L.P 8355 NW 12th St. Doral, Florida 33126 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. 5 9. That the execution of this Agreement by the CITY 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 other properties. 10. 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 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 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. 11. This Agreement is intended to supplement the 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 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 CITY OF OPA-LOCKA policies and procedures shall control over the terms of this Agreement. 6 IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed on the day and year first hereinabove written. Florida Governmental: Utility Authority ATTEST: BY: City Clerk City Manager APPROVED AS TO FORM AND LEGAL SUFFICIENCY BY: CITY OF OPA-LOCKA ATTORNEY 7 Signed, sealed and delivered in the presence of: Witness Print Name State of 'I i County of\/11 CM I _ DEVELOPER: PROLOGIS 2, L.P., a Delaware limited partnership BY: AMB PROPERTY HOLDING CORPORATION B <ma4 nd corporation Paris Del Rio, Vice President The foregoing instrument was acknowledged before me this KY' ' day of MC , 'Z ' by Paris Del Rio, Vice President of AMB Property Holding Corporation, a Maryland corporation, e general partner of Prologis 2, L.P., a Delaware limi ed partnership, on behalf of the Developer. He/she is personally known to me or has produced Ii , �s identification. .osk.......... rue NATALIE GONZALEZ Commission # HH 055405 Expires October 21, 2024 4. Q O' Bonded TtYu Budge Notary Services Nre typed: Notary_Public commission_ My Commission Expires: 8 Exhibit "A" Provide Legal Description and small scale graphic depiction. 9 EXHIBIT A PROPERTY LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAMI-DADE, STATE OF FLORIDA, AND DESCRIBED AS FOLLOWS: PARCEL ONE: THE SOUTH 1,210 FEET OF THE SOUTHWEST 'l OF THE NORTHEAST '41 OFF SECTION 29, TOWNSHIP 52 SOUTH RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, LESS AND EXCEPT THERE FROM THE EAST 150 FEET THEREOF, AND LESS THE WEST 35 FEET THEREOF. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST FOR 50.0 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE CONTINUE NORTH 86°47'04"EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4, OF THE NORTHEAST 1/4, OF SAID SECTION 29 FOR A DISTANCE OF 1,082.58 FEET TO A POINT ALONG A LINE PARALLEL TO AND 150 FEET WEST OF THE EAST LINE OF SAID SOUTHWEST 1/4 , OF THE NORTHEAST 1/4, OF SAID SECTION 29; THENCE RUN NORTH 03°01'03" WEST ALONG SAID PARALLEL LINE FOR 629.10 FEET TO A POINT THENCE RUN SOUTH 86°47'04" WEST FOR 820.67 FEET TO A POINT ; THENCE RUN SOUTH 02°36'27"EAST FOR A DISTANCE OF 34.80 FEET TO A POINT ; THENCE RUN SOUTH 87°03'33"WEST FOR 158.00 FEET TO A POINT; THENCE RUN SOUTH 02°56'27" EAST FOR 8.00 FEET; THENCE RUN SOUTH 87°03'33" WEST FOR 103.0 FEET TO THE EAST RIGHT OF WAY LINE OF LEJEUNE ROAD ( NW 42 AVENUE); THENCE RUN SOUTH 02°56'27" EAST ALONG SAID EAST RIGHT OF WAY FOR 590.79 FEET TO THE POINT OF BEGINNING. THE ABOVE PARCEL ONE AS ALSO DESCRIBED: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST ALONG THE CENTER SECTION LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY MARGIN OF LE JEUNE ROAD, ALSO KNOWN AS NW 42ND AVENUE; THENCE RUN NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 590.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 619.21 FEET TO AN IRON PIN; THENCE LEAVING SAID RIGHT OF WAY MARGIN RUN NORTH 87°47'03" EAST FOR A DISTANCE OF 1080.91 FEET TO A REBAR; THENCE RUN SOUTH 03°01'03" EAST FOR A DISTANCE OF 580.90 FEET TO A REBAR; THENCE RUN SOUTH 86°47'04" WEST FOR A DISTANCE OF 820.67 FEET TO A PK NAIL; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 158.00 FEET TO A PK NAIL; THENCE RUN SOUTH 02°56'27" EAST FOR A DISTANCE OF 8.00 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 103.00 FEET TO A POINT AND BEING BACK AT THE POINT OF BEGINNING. PARCEL TWO: A NON-EXCLUSIVE RECIPROCAL EASMENT FOR INGRESS AND EGRESS AS SET FORTH IN THAT CERTAIN DOCUMENT ENTITLED "EASEMENT AGREEMENT" BY AND BETWEEN AMERICAN FRUIT & PRODUCE CORP., A FLORIDA CORPORATION AND AMERICAN LAND HOLDINGS OF OPA-LOCKA, LLC, A FLORIDA LIMITED LIABILITY COMPANY, RECORDED MARCH 1, 2013 AS BOOK 2.8511 PAGE 4338 OF OFFICIAL RECORDS OF MIAMI-DADE COUNTY, FLORIDA. BOUNDARY SURVEY (1111161101411r 16 A PORTION OF THE NORTHEAST 1/4 OF SECTION 29. TONHSH IP 52 500TH. RANGE 41 EAST. 011, OF CPA-LOCKA, 4.1-DADE COUNTY. FLORIDA_ LOCATIONSKETCH SunshIne0 orerroTms s,cr roro 4044 4 TO [1.45 16-55-55 5655 Of OE .5.555450 LS. 155464.4 t":41,"`.'1,===',11= m1 a s =-4 a « rc ra, M =,-12 1671 45.517 151 OR 51 5.1555 .55055 4561. 555 5.1 05550 TO 6541.1 fOR 5.16.065 55.55/55 511 551 5-545 6 TYE 54101570 .45145 asoosoos s,44 54,1 14.451544 5.650 .0554 10551. 1114 1655 5511-5 5055 5 6 55 .14 . 1166 rno 1551 45 40 5'5 OR 5/ C055 515501. 52 Nal .so 500.1 05 65055 440 04541. 115545 SUL IS 5555550 5155 1..15,55 50.05.1 0.5 550, 5=556 . 165505 TO 1/41 9.45s 45065 5 5614. 54 255 1155 OR 11551 5.056 15105 manor coo., s SYS 4505 P5T6 555. I , 515,0,31.55a1140: 11,5 1,61a 40 Cly 05 555 54 655 5415.0 FOR 555 615955 .4 515 5.0553 551.65. 55 1050. 44/5 •15 nOT 4.5541 IS 50440041 .55 0,55 Rui 565556 5415 .15 61554 115 CART 55,6 Cla (354 5 50555116.5 445.45 515551.5.100/5 5.5 15.5 1.14 11 155 Of 5,04.1- 54.5 4.555557 55146 1551.. 555 55 5505. 555115 561 0545 540 1:000.5 16 15 0.455 00 1151 5515 15 0455640 155.6156155 14055S .555 55 5540 10555.1 4455 10-f.0 55 .55 65. 555 14 5151 .54451 4050 55140 MO 5156510 55 I. +4 5,55.5., 54154 51. 06055 00 61505 2551 RAIS 5 5055 1451 /15616 5.5S 54555 01154 ROT I. CNN. 5w trees .vm6 55 SW:55 SY�a.,.m.5.5 .v.,uu cwmz usc.5. s�2xa wn<z.w.. �n sawn11,561V 1,15 err A.K6450 01. or 515 544 505 15 55 Kor-or-r, ur5 sovo.51 450 5511 Lno: roe .044rar or son, 5 5s-5-5 sor, Erroz A POSS., CF THE flarricEAST Ch SECIOO, TOM...PU.01E RANGE 41 EAST. CITE OE CA, w s.A (NOT 10 SCA05)taoA Tv"vi-t t"C4-; M ",: rw.cm vsa.n aws .�un.x assn w . ucty u n m+ .s++: ♦w wtc wazn.as nromr. ra re trees =".0 w.a axvr (4'I n.rw>a wa 70555* .557 505A 47,E4147-7,4g:TE71:1C-7,1i W " 0 Z 0 CO i nm 501 111 44 1 as 51 6511. r4 44,4 BOUNDARY SURVEY R OtELEMP PROLOGS LOGS SSORPG STNC 6PORAT£D WAIVER OF PLAT -O 63]933, PG 113?) 6359<O6F 11<TSO ACRES_ -- (UNDER CONSTRUCl1ON) --- CUTOUT PAPCE4g P4,,at GRAPHIC SCALE bf ei o 6100 a. w ,44 Exhibit B Utilities Conveyance Checklist 10 WARRANTY This Warranty hereby made and entered into this 12th day of April , 2023 , by THE REDLAND COMPANY, INC, A FLORIDA CORPORATION, whose mailing address is: 48 NE 15th ST., HOMESTEAD, FL 33030, who does hereby warrant to City of Opa-Locka and the City of Opa-Locka Water and Sewer 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 Gratigny Industrial Park, City of Opa-Locka Water and Sewer Department, & The City of Opa-Locka , 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. The undersigned shall at no cost to the City of Opa-Locka & Department •, replace or otherwise remedy such defects to the full and complete satisfaction of the City of Opa-Locka and the DEPARTMENT. IN WITNESS WHEREOF, the undersigned has executed this warranty by its duly authorized officers or representat fives on the day and year above written. a-6 Print name Signat Print name STATE OF FLORIDA By: THE REDLAND COMPANY, INC, A FLORIDA CORPORATION Signature of President C.Lttes k /AJKL Print name COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this \ S -IN. day of , 20x.3 by CAN, me N‘ s � . tiM v, as President of THE REDLAND COMPANY, INC, A FLORIDA CORPORATION. He/She is personally known to me or produced as identification and did/did not take an oath. ViN NOTARY PUBLIC V O .5Du...n\n PRINT NAME .00 C, Tina Marie Voa.bur h n My Commission i1.HH§i97 * 1 * Expires August 3. 2024 u',� SERIAL NU l a`r Bonded Through iflER ' Wes(Cro Surety Com any SURVEYOR'S NOTES: 1.) THIS IS NOT A BOUNDARY SURVEY 2.) REPRODUCTIONS OF THIS DRAWING ARE NOT VALID UNLESS EMBOSSED WITH THE OFFICIAL SEAL OF THE SURVEYOR. 3.) TYPE OF SURVEY: WATER MAIN AS-BUILT 4.) TRANSAMERICA, ESM. INC. CARRIES PROFESSIONAL LIABILITY INSURANCE 5.) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29) 6.) THE HORIZONTAL POSITIONAL ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.2'. THE VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.04'. 7.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD U.S. FOOT 8.) a) BENCH MARK USED: MIAMI-DADE BENCHMARK NAME N-560 Locator 2144 NW Elevation: 6.17' (NGVD 29) Elevation: 4.68' (NAVD 88) LOCATION: NW 135 STREET---------------640' North of center line NW 42 AVENUE---------------34.2' East of center line DESCRIPTION: P.K Nail and Brass washer in flow line of conc curb and gutter. b) BENCH MARK USED: MIAMI-DADE BENCHMARK NAME N-585 Locator 2003 S Elevation: 8.33' (NGVD 29) Elevation: 6.84' (NAVD 88) LOCATION: NW 145 STREET--------------199' South of Center Line NW 57 AVENUE ------------ 3' East of east edge of pavement DESCRIPTION: Pk Nail and Brass Washer in conc sidewalk. 9) THE HORIZONTAL CONTROL ELEMENT OF THIS AS-BUILT SURVEY WAS DERIVED FROM THE NORTH AMERICAN DATUM 83/1993 AS IMPLEMENTED BY MIAMI-DADE WATER & SEWER DEPARTMENT GPS/GIS PROJECT MASTER CONTROL. STATE PLANE COORDINATE SYSTEM STATE PLANE ZONE (FLORIDA EAST 0901) HORIZONTAL DATUM: NAD 83 (1993) Points (Northing and Easting) as depicted on the survey are based on the North American Datum (NAD)1983/1993 adjustment. global positioning systems (G.P.S.) measurements were Conducted in the field to acquire said coordinates values, based on the following horizontal control stations: ① ESTABLISHING AGENCY: MIAMI-DADE COUNTY WATER & SEWER DEPT. GPS/GIS PROJECT. STATE/COUNTY: FLORIDA/MIAMI-DADE COUNTY STATION IDENTIFICATION: 7 STATION NAME: LAKES DATUM: NAD 83 (1993) LATITUDE: 25° 55' 7.364921" NORTH LONGITUDE: 80° 18' 26.978552" WEST NORTHING: 576747.564 US FEET EASTING: 883780.155 US FEET STATION DESCRIPTION: The station is located northeast of the intersection of Miami Lakes Way and NW 67 Av. and is just north of the northwest corner of the parking lot for Miami Lakes Middle School. The mark is a concrete with a METRO-DADE GPS CONTROL PT. brass disk and is stamped "LAKES". ② ESTABLISHING AGENCY: MIAMI-DADE COUNTY WATER & SEWER DEPT. GPS/GIS PROJECT. STATE/COUNTY: FLORIDA/MIAMI-DADE COUNTY STATION DESIGNATION: OPA STATION NAME: ARP 2 1967 DATUM: NAD 83 (1993) LATITUDE: 25° 54' 27.851680" NORTH LONGITUDE: 80° 16' 47.161934" WEST NORTHING: 465905.784 US FEET EASTING: 859130.231 US FEET STATION DESCRIPTION: See published NGS control data sheets for complete recovery descriptions. 10.) FIELD DATE: February 15, 2023 C: \ U s e r s \ M I B A R R ~ 1 . D 9 J \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 5 6 9 2 \ 2 2 - 0 0 8 G R A T I G N Y I N D U S T R I A L P A R K W A T E R A S B U I L T . d w g A p r 1 3 , 2 0 2 3 - 1 1 : 5 5 A M m i b a r r a No . DA T E RE V I S I O N S BY TR A N S A M E R I C A , E S M I N C . PR O F E S S I O N A L L A N D S U R V E Y O R A N D M A P P E R L.B . # 8 0 1 8 67 5 W E S T 7 6 th ST R E E T H I A L E A H , F L 3 3 0 1 4 OF F I C E : ( 3 0 5 ) 8 2 9 - 8 6 0 0 MO B I L E : ( 7 8 6 ) 4 0 2 - 4 4 7 5 E- M A I L : Q U I N T A N A _ J @ C O M C A S T . N E T Tra n s a m e r i c a s u r v e y . c o m Qu i n t a n a _ J @ T r a n s a m e r i c a s u r v e y . c o m NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Scale: Drawn by: Appoved by: Date: Job No.: Cad File: Pr o j e c t : 22-008 GRATIGNY INDUSTRIAL PARK WE No. WAT-EXT-00116 3- 3 1 - 2 0 2 3 1 M . I . ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 4-13-23 (This Page is Not Valid Without The Other) AS-SHOWN 22-008 2-21-2023 M.Ibarra J.A.Quintana GRATIGNY INDUSTRIAL PARK OPA-LOCKA, MIAMI-DADE COUNTY FLORIDA WATER AS BUILT G R A T I G N Y I N D U S T R I A L P A R K W A T E R P L A N V I E W S H E E T 12 8 0 5 N W L E J E U N E R O A D . O P A - L O C K A , F L O R I D A 3 3 0 5 4 RE V I S E D A S P E R E N G I N E E R ' S C O M M E N T S LOCATION SKETCH SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST LEGAL DESCRIPTION: FOLIO: 08-2129-000-0061 The South 1210 FEET OF THE SOUTHWEST 14 OF THE NORTHEAST 14 OFF SECTION 29, TOWNSHIP 52 SOUTH RANGE 41 EAST, DADE COUNTY, FLORIDA, LESS AND EXCEPT THERE FROM THE EAST 150 FEET THEREOF, AND LESS THE WEST 36 FEET THEREOF. LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, OF MIAMI DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST FOR 50.0 FEET TO THE POINT OF BEGINNING OF PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE CONTINUE NORTH 86°47'04" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 , OF THE NORTHEAST 14 OF SAID SECTION 29 FOR A DISTANCE OF 1,082.58 FEET TO A POINT ALONG A LINE PARALLEL TO AND 150 FEET WEST OF THE EAST LINE OF SAID SOUTHWEST 14, OF THE NORTHEAST 14, OF SAID SECTION 29; THENCE RUN NORTH 03°01'03" WEST ALONG SAID PARALLEL LINE FOR 629.10 FEET TO A POINT; THENCE RUN SOUTH 86°47'04" WEST FOR 820.67 FEET TO A POINT; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 FEET TO A POINT; THENCE RUN SOUTH 87°03'33" WEST FOR 158.00 FEET TO A POINT; THENCE RUN SOUTH 02°56'27" EAST FOR 8.00 FEET; THENCE RUN SOUTH 87°3'33" WEST FOR 103.0FEET TO THE EAST RIGHT OF WAY LINE OF LEJEUNE ROAD (NW 42 AVENUE) THENCE RUN SOUTH 02°56'27" EAST ALONG SAID EAT RIGHT OF WAY FOR 590.76 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER SECTION 29, TOWNSHIP 29 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86°47'04" EAST ALONG THE CENTER SECTION LINE FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE EAST RIGHT OF WAY MARGIN OF LEJEUNE ROAD, ALSO KNOWN AS NW 42ND AVENUE; THENCE RUN NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 590.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°56'27" WEST ALONG SAID RIGHT OF WAY MARGIN FOR A DISTANCE OF 619.21 FEET TO AN 12" IRON PIN; THENCE LEAVING SAID RIGHT OF WAY MARGIN RUN NORTH 87°47'03" EAST FOR A DISTANCE OF 1080.91 FEET TO A REBAR; THENCE RUN SOUTH 03°01'03" WEST FOR A DISTANCE OF 580.90 FEET TO A REBAR; THENCE RUN SOUTH 86647'04" WEST FOR A DISTANCE OF 820.67 FEET TO A PK NAIL; THENCE RUN SOUTH 02°36'27" EAST FOR A DISTANCE OF 34.80 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 158.00 FEET TO A PK NAIL; THENCE RUN SOUTH 02°56'27" FOR A DISTANCE OF 8.00 FEET TO A PK NAIL; THENCE RUN SOUTH 87°03'33" WEST FOR A DISTANCE OF 103.00 FEET TO A POINT AND BEING BACK AT THE POINT OF BEGINNING. ABBREVIATIONS: Ass. ....................ASSEMBLY MH...................... MANHOLE WM..................... WATER MAIN SEW................... SEWER INV...................... INVERT SAN.................... SANITARY C.O..................... CLEANOUT FM ...................... FORCE MAIN S.P ..................... SAMPLE POINT AC ......................ASBESTOS CEMENT PIPE V.C.P. ................ VITRIFIED CLAY PIPE C.I.P ................... CAST IRON PIPE HDPE ................. HIGH DENSITY POLYETHYLENE R.C.P.................. REINFORCED CONCRETE PIPE P.V.C.................. POLY VINYL CHLORIDE D.I.P. ................ DUCTILE IRON PIPE Galv. ....................GALVANIZED POLY. PIPE.........POLYETHYLENE PIPE T.O.P ................ TOP OF PIPE BOT .................... BOTTOM P.B. ................ PLAT BOOK PG ...................... PAGE R/W .................... RIGHT OF WAY F.S................... FLORIDA STATUE O.R.B.................. OFFICIAL RECORDS BOOK N.G.V.D...............NATIONAL GEODETIC VERTICAL DATUM N.AV.D. ...............NORTH AMERICAN VERTICAL DATUM C.O.M. ................CITY OF MIAMI DATUM B ........................ BASE LINE P ........................ PROPERTY LINE C ........................ CENTER LINE M......................... MONUMENT LINE N.........................NORTH E.........................EAST S.........................SOUTH W........................WEST F.F ..................... FINISH FLOOR LF ...................... LINEAR FEET LT ...................... LEFT TURN LAT .....................LATERAL RT ...................... RIGHT TURN B.E ......................BUFFER EASEMENT GV.......................GATE VALVE FH .......................FIRE HYDRANT DDCV ................ DOUBLE DETECTOR CHECK VALVE FDC ................... FIRE DEPARTMENT CONNECTION PIV .....................POST INDICATOR VALVE FVO ....................FLUSHING VALVE OUTLET R.P.Z.B.P. ..........REDUCER PRESSURE ZONE BACKFLOW PREVENTER P.V.B. .................PRESSURE VACUUM BREAKER CORP. STOP......CORPORATION STOP P.O.B. .................POINT OF BEGINNING P.O.C ..................POINT OF COMMENCEMENT P.O.T. .................POINT OF TERMINATION S.D .....................STORM DRAINAGE WS ......................WATER SERVICE FL ........................FIRE LINE BFV .....................BUTTERFLY VALVE STA. 0+00 STA. 0+00.......... Station Equation L L L L SCALE: 1"=300' SCALE: 1" = 300' 0 300 600 NO R T H 4'' EXIST. GATE VALVE NEW GATE VALVE, B.F.V. TAPPING SLEEVE & VALVE PLUG & F.V.O. REDUCER PLUG TEE BEND HORIZONTAL (90° , 45°) BEND VERTICAL COUPLING SLEEVE EXIST. FIRE HYDRANT NEW FIRE HYDRANT ASSEMBLY CHECK VALVE BURIED CHECK VALVE IN MANHOLE ABANDONED OR REMOVED P.I.V. CLEANOUT AIR RELEASE CORP. STOP. DUAL SERVICE 2" SERVICE 4" SERVICE DDCV DDCV (VERTICAL) R.P.Z. P.V.B. F.D.C Irrigation or Domestic Service SIGN ANCHOR WOOD POLE DROP INLET PROPERTY LINE RIGHT OF WAY LINE CENTER LINE EXIST. WATER MAIN NEW WATER MAIN AS-BUILT LEGEND: INDEX OF SHEET SHEET W-1............COVER SHEET SHEET W-2............WATER MAIN PLAN VIEW SHEET SHEET W-3............WATER PROFILE SHEET W A T E R A S B U I L T CERTIFIED TO: CITY OPA-LOCKA I HEREBY CERTIFY THAT THE AS-BUILT SURVEY MAP IS TRUE AND CORRECT AND WAS MADE UNDER MY DIRECT SUPERVISION AND THAT IT MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.050 THRU 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE. PURSUANT TO CHAPTER 472.027, FLORIDA STATUTE. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. C O V E R S H E E T STATE PLANE COORDINATE CONTROL POINTS STATE PLANE ZONE (FLORIDA EAST 0901) HORIZONTAL DATUM: NAD 83 (1993) 7.48'GPS CONTROL POINT "B"N= 567274.3973 E= 897015.4898 1124.60' South to Center Line of NW 132nd STREET 50.00' East to Center Line of NW 42th AVENUE GPS CONTROL POINT NORTHING 83/90 EASTING 83/90 DESCRIPTIONELEVATION (N.G.V.D. - 29)LOCATION FND P.K & DISC IN TOP OF SIDEWALK7.17'E= 897036.0290 N= 566655.1002 GPS CONTROL POINT "A" GPS CONTROL POINT "A" GPS CONTROL POINT "B" FND P.K & DISC IN TOP OF SIDEWALK 504.99' South to Center Line of NW 132nd STREET 50.00' East to Center Line of NW 42th AVENUE MIAMI-DADE COUNTY, FLORIDA EXISTING CELL TOWER TO REMAIN D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDDDD D D D D D D D D D D D DDDD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 50.00' R/W 50.00' R/W 36.00' 50.00' R/W 50.00' R/W 36.00' (L E J E U N E R O A D ) S. R . 9 5 3 N W 4 2 N D A V E N U E 1+00 2+0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16+0017+0018+0019+0020+0021+0022+0023+0024+00 NO T A P A R T 15 0 ' L E S S - O U T A R E A (O R B 3 0 6 0 1 , P G . 8 4 0 ) PRIVATE ESMT. (ORB 14695, PG. 2028) 10 ' U T I L I T Y E A S E M E N T (O R B . 1 4 6 9 5 , P G . 2 0 2 2 8 ) 10 ' S E W E R L I N E E A S E M E N T (O R B . 2 8 5 1 1 , P G . 4 3 3 8 & 2 7 6 6 5 , P G . 6 9 ) "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 2 "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 3 "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 4 "LEJUNE INDUSTRIAL PARK" (P.B. 100, PG. 51) BLOCK 1 LOT 5 "LEJUNE INDUSTRIAL SITES" (P.B. 135, PG. 6) BLOCK 1 LOT 3 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E RI G H T O F W A Y L I N E RI G H T O F W A Y L I N E So u t h L i n e S W 1 / 4 o f t h e N E 1 / 4 S e c . 2 9 - 5 2 S - 4 0 E RI G H T O F W A Y L I N E RI G H T O F W A Y L I N E 40.80' 39.60' AMERICAN LAND HOLDINGS OF OPA LOCKA LLC CUT OUT PARCEL "B" (ORB 27899, PG. 1132) BUILDING EX I S T . 1 6 " S A N S E W E R EX I S T . 1 6 " W A T E R M A I N EX I S T . 1 6 " W A T E R M A I N EX I S T . 1 6 " S A N S E W E R EX I S T . 2 " P V C P I P E EX I S T . ( 2 ) 6 " P V C P I P E (67.23 LF) ~ 12" DIP WM (117.69 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND STA. 1+89.18 N=566693.6770 E=897133.1300 12" ~ 45° (HORZ) BEND STA. 3+61.13 N=566818.6860 E=897251.1900 (18.85 LF) ~ 12" DIP WATER MAIN (2.24 LF) ~ 6" DIP WATER LINE 6" GATE VALVE STA. 3+79.98 (2.24' RT) (47.84 LF) ~ 6" DIP WATER LINE FIRE HYDRANT ASSEMBLY STA. 3+38.89 (48.98' RT) (284.07 LF) ~ 12" DIP WATER MAIN 12" x 10" TEE STA. 7+62.01 (5.03 LF) ~ 12" DIP WATER MAIN 12" GATE VALVE STA. 7+67.04 (10.04 LF) ~ 12" DIP WATER MAIN 12" x 6" TEE STA. 7+51.96 6" GATE VALVE STA. 7+51.96 (2.51' LT) (31.90 LF) ~ 6" DIP WATER LINE FIRE HYDRANT ASSEMBLY STA. 7+53.56 (34.37' LT) (2.51 LF) ~ 6" DIP WATER LINE (2.57 LF) ~ 10" DIP FIRE LINE 10" GATE VALVE STA. 7+62.01 (2.57' LT) (32.80 LF) ~ 10" DIP FIRE LINE FIRE HYDRANT ASSEMBLY STA. 11+61.24 (10.74' LT) (8.07 LF) ~ 6" DIP WATER LINE 6" GATE VALVE STA. 11+60.93 (2.68' LT) (2.68 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 11+60.93 (393.89 LF) ~ 12" DIP WATER MAIN (13.59 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND STA. 11+74.52 N=566844.6147 E=898064.1679 (21 1 . 9 5 L F ) ~ 1 2 " D I P W A T E R M A I N FIRE HYDRANT ASSEMBLY STA. 13+90.67 (17.13 RT) (14.77 LF) ~ 6" DIP WATER LINE 12" GATE VALVE STA. 13+86.47 (4.55 LF) ~ 12" DIP WATER MAIN 12" x 6" TEE STA. 13+91.02 6" GATE VALVE STA. 13+91.03 (2.37' RT) (2.37 LF) ~ 6" DIP WATER LINE (19 2 . 2 8 L F ) ~ 1 2 " D I P W A T E R M A I N 12" ~ 90° (HORZ) BEND STA. 15+89.70 N=567259.5760 E=898050.9290 (147.46 LF) ~ 12" DIP WATER MAIN FIRE HYDRANT ASSEMBLY STA. 17+36.67 (11.88' LT) (2.43 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 17+37.15 6" GATE VALVE STA. 17+37.15 (2.43' LT) (9.46 LF) ~ 6" DIP WATER LINE FIRE HYDRANT ASSEMBLY STA. 20+68.23 (11.69 LT) (2.95 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 20+68.44 6" GATE VALVE STA. 20+68.44 (2.95' LT) (8.74 LF) ~ 6" DIP WATER LINE (4.04 LF) ~ 6" DIP WATER LINE 12" GATE VALVE STA. 20+72.47 1-12" x 2" CORP. STOP STA. 19+57.69 (13.43 LF) ~ 2" POLY DOMESTIC SERVICE 2" DOMESTIC SERVICE STA. 19+57.69 (13.43' LT) 2" RPZ STA. 19+57.64 (17.55' LT) FIRE HYDRANT ASSEMBLY STA. 24+59.25 (21.50' RT) (19.47 LF) ~ 6" DIP WATER LINE 12" x 6" TEE STA. 24+59.49 (2.04 LF) ~ 6" DIP WATER LINE 6" GATE VALVE STA. 24+59.49 (2.04' RT) N=566816.7020 E=897270.0700 N=566768.8884 E=897271.5276 N=566865.7192 E=897642.2615 N=566831.3118 E=897641.8191 N=566833.8190 E=897641.7350 N=566831.6485 E=897651.8601 N=566831.8170 E=897656.8860 N=566834.2170 E=897651.7740 N=566854.9330 E=898050.5520 N=566846.8660 E=898050.4940 N=566844.1877 E=8980550.5782 N=567056.4760 E=898058.0240 N=567061.0254 E=898057.8651 N=567061.1110 E=898060.2320 N=567061.2687 E=898075.0006 N=567242.8310 E=897904.4320 N=567252.2600 E=897903.6340 N=567254.6848 E=897903.5535 N=567247.3693 E=897683.1336 N=567233.9443 E=897683.5791 N=567229.8340 E=897683.7665 N=567232.0225 E=897573.0488 N=567240.7520 E=897572.5490 N=567243.6959 E=897572.4513 N=567243.5620 E=897568.4160 N=567252.8126 E=897181.1567 N=567233.3540 E=897181.5300 N=567231.3181 E=897181.5944 (331.28 LF) ~ 12" DIP WM (387.01 LF) ~ 12" DIP WATER MAIN (38.13 LF) ~ 12" DIP WATER MAIN POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 27+45.86 N=567207.6107 E=896928.0589 12" TAPPING VALVE STA. 27+44.07 (54.95 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND STA. 26+90.91 N=567212.1280 E=896982.8200 (58.42 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (HORZ) BEND (ROTATE UP) STA. 26+25.80 N=567171.0800 E=897027.3970 N=567207.6660 E=896929.8530 (171.95 LF) ~ 12" DIP WATER MAIN (80.50 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 4+67.89 (2.65 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 4+65.24 N=566821.7915 E=897357.9078 N=566821.7027 E=897355.2612 POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 0+00 N=566690.7669 E=896943.9868 12" TAPPING VALVE STA. 0+01.79 N=566690.8220 E=896945.7810 12" ~ 45° (VERT) BEND STA. 0+71.49 N=566693.0010 E=897015.4400 (4.26 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 0+67.23 N=566692.8680 E=897011.1855 12" GATE VALVE STA. 3+84.75 (4.77 LF) ~ 12" DIP WATER MAIN 12" x 6" TEE STA. 3+79.98 N=566818.9406 E=897270.0398 N=566819.0050 E=897274.8100 (2) 10" ~ 90° (VERT) BEND STA. 7+61.18 (35.36' LT) (8.05 LF) ~ 10" DIP FIRE LINE (2) 10" ~ 90° (VERT) BEND STA. 7+60.86 (43.40' LT) (31.24 LF) ~ 10" DIP FIRE LINE 10" ~ 90° (VERT) BEND STA. 7+60.19 (74.63' LT) 10" ~ 90° (VERT) BEND STA. 7+59.80 (76.23' LT) N=566866.9570 E=897649.8470 N=566874.9830 E=897649.2600 N=566906.1720 E=897647.5410 N=566907.7630 E=897647.0990 12.0' UTILITY EASEMENT 12.0' UTILITY EASEMENT 12 . 0 ' U T I L I T Y E A S E M E N T 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 26+32.49 N=567171.5210 E=897024.8190 (2.61 LF) ~ 12" DIP WATER MAIN PR I V A T E PU B L I C PR I V A T E PU B L I C 12 " H D P E S D 12 " H D P E S D 12 " H D P E S D 12 " H D P E S D 18" H D P E S D 12" ~ 45° (VERT) BEND STA. 13+97.43 N=567067.4228 E=898057.6416 12" ~ 45° (VERT) BEND STA. 13+94.57 N=567064.5646 E=898057.7414 (2.86 LF) ~ 12" DIP WATER MAIN (3.54 LF) ~ 12" DIP WATER MAIN (95.37 LF) ~ 12" DIP WATER MAIN 18" H D P E S D 12.0' UTILITY EASEMENT 25+ 0 0 26+00 27+00 8" P V C S A N . S E W . 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 24+97.62 N=567228.9450 E=897143.5430 (36.89 LF) ~ 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND (ROTATE UP) STA. 25+34.51 N=567203.0810 E=897117.2370 C: \ U s e r s \ M I B A R R ~ 1 . D 9 J \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 5 6 9 2 \ 2 2 - 0 0 8 G R A T I G N Y I N D U S T R I A L P A R K W A T E R A S B U I L T . d w g A p r 1 3 , 2 0 2 3 - 1 1 : 5 5 A M m i b a r r a No . DA T E RE V I S I O N S BY TR A N S A M E R I C A , E S M I N C . PR O F E S S I O N A L L A N D S U R V E Y O R A N D M A P P E R L.B . # 8 0 1 8 67 5 W E S T 7 6 th ST R E E T H I A L E A H , F L 3 3 0 1 4 OF F I C E : ( 3 0 5 ) 8 2 9 - 8 6 0 0 MO B I L E : ( 7 8 6 ) 4 0 2 - 4 4 7 5 E- M A I L : Q U I N T A N A _ J @ C O M C A S T . N E T Tra n s a m e r i c a s u r v e y . c o m Qu i n t a n a _ J @ T r a n s a m e r i c a s u r v e y . c o m NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Scale: Drawn by: Appoved by: Date: Job No.: Cad File: Pr o j e c t : 22-008 GRATIGNY INDUSTRIAL PARK WE No. WAT-EXT-00116 3- 3 1 - 2 0 2 3 1 M . I . ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 4-13-23 (This Page is Not Valid Without The Other) AS-SHOWN 22-008 2-21-2023 M.Ibarra J.A.Quintana GRATIGNY INDUSTRIAL PARK OPA-LOCKA, MIAMI-DADE COUNTY FLORIDA WATER AS BUILT G R A T I G N Y I N D U S T R I A L P A R K W A T E R P L A N V I E W S H E E T 12 8 0 5 N W L E J E U N E R O A D . O P A - L O C K A , F L O R I D A 3 3 0 5 4 RE V I S E D A S P E R E N G I N E E R ' S C O M M E N T S N N O R T H 0 GRAPHIC SCALE 1" = 40 20 40 80 40 1" = 40' 10 8 5 . 4 6 ' S.W. 132nd ST. 56 8 . 3 9 ' STA. 0+00 STA. 1+00 STA. 2+00 STA. 3+00 STA. 4+00 STA. 5+00 STA. 6+00 STA. 7+00 STA. 8+00 STA. 9+00 STA. 10+00 STA. 11+00 FINISHED GRADE 2.89' 67.23' 1.79' 2.82' 1.84' 12" DIP WATER MAIN 2.33'2.48' 117.69' RI G H T O F W A Y L I N E (PUBLIC) 3.06' RIG H T O F W A Y L I N E 2.82' 12" DIP WATER M A I N 2.13'1.78' 171.95' 2.91' 4.26' 18.85' 2.91' 2.65'80.50' 3.96' 2.60' 12" DIP WATE R M A I N 3.12' 284.07' 12" DIP WATER MAIN 10.04'5.03'393.89' 12" x 10" TEE STA. 7+62.01 12" GATE VALVE STA. 7+67.04 12" x 6" TEE STA. 7+51.96 12" ~ 45° (HORZ) BEND STA. 1+89.18 12" ~ 45° (HORZ) BEND STA. 3+61.13 12" ~ 45° (VERT) BEND STA. 4+67.89 12" ~ 45° (VERT) BEND STA. 4+65.24 POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 0+00 12" TAPPING VALVE STA. 0+01.79 12" ~ 45° (VERT) BEND STA. 0+71.49 12" ~ 45° (VERT) BEND STA. 0+67.23 12" GATE VALVE STA. 3+84.75 12" x 6" TEE STA. 3+79.98 (UTILITY) EASEMENT 3.06'3.06'3.06' 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 2.64'2.76'2.88'2.99'2.85'2.85'2.85' (L E J E U N E R D . ) S . R . 9 5 3 N W 4 2 nd A V E . 40.80' 50.00'50.00' 6.50' 6.88'6.98'8.17' 7.20'7.25' 8.05'7.51'7.54' 8.04' 7.37' 7.87' 7.45' 6.78'6.80' 12" HDPE S.D STA.4+80.48 INV.ELEV.=3.26' 0.64' CLEAR 6.77'7.21'7.19' 0.50' CLEAR 12" HDPE S.D STA.6+72.62 INV.ELEV.=3.34' 6.81'6.97'7.24'7.26'7.27'7.31'7.24'7.21'7.43'7.43' FINISHED GRADE FINISHED GRADE FINISHED GRADE 6.92' 0.53' CLEAR 12" HDPE S.D STA.8+64.91 INV.ELEV.=3.35' 6.76'7.21'7.22'7.08' 18" HDPE S.D STA.2+46.71 INV.ELEV.=2.02' PROFILE VIEW 12" DIP WATER MAIN 0.50' CLEAR 12" HDPE S.D STA.10+56.81 INV.ELEV.=3.35' 6.65'7.10'7.21' FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE EXIST. 16" FORCE MAIN STA.0+76.21 TOP ELEV.=0.25' 8" DIP SEWER MAIN STA.3+97.76 INV.ELEV.=0.42'4.26' 1.00' CLEAR 1.25' CLEAR 0.50' CLEAR 2.82'2.85' FINISHED GRADEFINISHED GRADE 1.52'12" DIP WATER MAIN 12" DIP WM 12" DIP WM 2745.87' STA. 24+00 STA. 25+00 STA. 26+00 STA. 27+00 12" x 6" TEE STA. 24+59.49 4.51'4.68' POINT OF CONNECTION CONNECTED TO EXIT. 24" DIP WM WITH 16" x 12" TAPPING SLEEVE STA. 27+45.86 12" TAPPING VALVE STA. 27+44.07 1.79' (PUBLIC)(UTILITY) EASEMENT 7.74' 6.50' 2.20' 4.51' 12" DIP WATER MAIN 12" DIP WATER MAIN 39.60' 3.90' 95.37'2.62' 12" ~ 45° (HORZ) BEND STA. 26+90.91 12" ~ 45° (HORZ) BEND (ROTATE UP) STA. 26+29.88 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 26+32.49 58.42'54.95' 50.00'50.00' 12" DIP WM 12" DIP WM (L E J E U N E R D . ) S . R . 9 5 3 N W 4 2 nd A V E . PROFILE VIEW 12" DIP WATER MAIN 10.95' 18" HDPE S.D STA.25+50.41 INV.ELEV.=2.81' 8.09' 8.15' 8.33' 7.73'8.07' 8.53' 7.95' 8.44' 7.35' FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE 2745.87' RIG H T O F W A Y L I N E RI G H T O F W A Y L I N E (2) 6" PVC PIPE STA.26+24.63 TOP ELEV.=3.87' 1.17' CLEAR 2" PVC PIPE STA.26+28.69 TOP ELEV.=5.60' 1.53' CLEAR 7.74' 10.95' 1.45' 1.24' CLEAR 12" DIP WM 1.97' 38.13'36.89' 12" ~ 45° (HORZ) BEND (ROTATE DOWN) STA. 24+97.62 12" ~ 45° (VERT) BEND (ROTATE UP) STA. 25+34.51 6.17'12" DIP W M 12" D I P W M 10.72' 10.52' 11.02'10.68' 9.82' 10.04' 10.54' 9.24' 8.41' 8.91' 7.87' 8.91' 8.48' FINISHED GRADE FINISHED GRADE 3.99' STA. 12+00 STA. 13+00 STA. 14+00 STA. 15+00 STA. 16+00 STA. 17+00 STA. 18+00 STA. 19+00 STA.20+00 STA. 21+00 STA. 22+00 STA. 23+00 13.59'211.95'4.55'192.28'147.46' 12" x 6" TEE STA. 17+37.1512" ~ 90° (HORZ) BEND STA. 15+89.70 12" GATE VALVE STA. 13+86.47 12" x 6" TEE STA. 13+91.02 12" x 6" TEE STA. 11+60.93 12" ~ 45° (HORZ) BEND STA. 11+74.52 1-12" x 2" CORP. STOP STA. 19+57.69 12" x 6" TEE STA. 20+68.44 12" GATE VALVE STA. 20+72.47 331.28'4.04'387.01' 3.71' 3.71' 3.24'3.12' 12" DIP WATER MAIN 12" DIP WATER MAIN 6.80'6.57' 7.36' 3.29'3.51' 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 12" DIP WATER MAIN 2745.87' PROFILE VIEW 12" DIP WATER MAIN 7.20'6.87'7.12'7.09' 7.98' 10.16'10.16'9.84' 18" HDPE S.D STA.15+58.90 INV.ELEV.=2.82' 10.53'10.67' 18" HDPE S.D STA.16+03.31 INV.ELEV.=2.80' 10.94'10.93'10.92'10.95'10.95'10.95'10.95'10.95' 6" HDPE S.D STA.20+58.19 INV.ELEV.=5.61' 10.95'10.95' 6" HDPE S.D STA.22+80.45 INV.ELEV.=5.73' FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE 6" HDPE S.D STA.18+37.24 INV.ELEV.=5.74' 0.50' CLEAR 0.63' CLEAR 0.51' CLEAR 12" DIP WATER MAIN 1.40' CLEAR 1.59' CLEAR 6.57' 2.86' 3.54' 7.22'7.60'7.74'7.74'7.74'7.74' 7.74' 7.74'7.74'7.74' 12" DIP WATER MAIN 12" ~ 45° (VERT) BEND STA. 13+97.43 12" ~ 45° (VERT) BEND STA. 13+94.57 FINISHED GRADE 6.57' FINISHED GRADE FINISHED GRADE 10.16'10.95'10.95' C: \ U s e r s \ M I B A R R ~ 1 . D 9 J \ A p p D a t a \ L o c a l \ T e m p \ A c P u b l i s h _ 1 5 6 9 2 \ 2 2 - 0 0 8 G R A T I G N Y I N D U S T R I A L P A R K W A T E R A S B U I L T . d w g A p r 1 3 , 2 0 2 3 - 1 1 : 5 5 A M m i b a r r a No . DA T E RE V I S I O N S BY TR A N S A M E R I C A , E S M I N C . PR O F E S S I O N A L L A N D S U R V E Y O R A N D M A P P E R L.B . # 8 0 1 8 67 5 W E S T 7 6 th ST R E E T H I A L E A H , F L 3 3 0 1 4 OF F I C E : ( 3 0 5 ) 8 2 9 - 8 6 0 0 MO B I L E : ( 7 8 6 ) 4 0 2 - 4 4 7 5 E- M A I L : Q U I N T A N A _ J @ C O M C A S T . N E T Tra n s a m e r i c a s u r v e y . c o m Qu i n t a n a _ J @ T r a n s a m e r i c a s u r v e y . c o m NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Scale: Drawn by: Appoved by: Date: Job No.: Cad File: Pr o j e c t : 22-008 GRATIGNY INDUSTRIAL PARK WE No. WAT-EXT-00116 3- 3 1 - 2 0 2 3 1 M . I . ________________________________________ JULIO QUINTANA P.S.M. PROFESSIONAL SURVEYOR & MAPPER. STATE OF FLORIDA REG. No. 6214 4-13-23 (This Page is Not Valid Without The Other) AS-SHOWN 22-008 2-21-2023 M.Ibarra J.A.Quintana GRATIGNY INDUSTRIAL PARK OPA-LOCKA, MIAMI-DADE COUNTY FLORIDA WATER AS BUILT G R A T I G N Y I N D U S T R I A L P A R K W A T E R P L A N V I E W S H E E T 12 8 0 5 N W L E J E U N E R O A D . O P A - L O C K A , F L O R I D A 3 3 0 5 4 RE V I S E D A S P E R E N G I N E E R ' S C O M M E N T S WA T E R P R O F I L E V I E W 1"=40'H 1"=4'V (C O N T I N U E D B E L O W L E F T ) (C O N T I N U E D A B O V E R I G H T ) (C O N T I N U E D B E L O W L E F T ) (C O N T I N U E D A B O V E R I G H T ) SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' SCALE FEET 0 40 80 HORIZONTAL PROFILE SCALE: 1"= 40' MIAM 3 4UNTY `Ltelinviyj E.,tirt«enrc Ever Agreement ID#: Project Name: Project Location: Contractor: Operations Manager: EXHIBIT B Miami -Dade Water and Sewer Department Water Bill of Materials /Cost Breakdown For Donation Projects WB/DW: WE No. WAT-EXT-00116 GRATIGNY INDUSTRIAL PARK 12805 NW LE JEUNE ROAD OPA-LOCKA, FLORIDA 33054 THE REDLAND COMPANY , INC. OWEN H. CARNEY TYPE/Material SIZE Quantity Minimum Unit Cost Actual Unit Cost Total Cost **Local Water Main incllFittings DISTRIBUTN D.I.P. _ 6" 0 L.F. $60.00 $60.00 $0.00 D.I.P. 8" 0 L.F. $70.00 $70.00 $0.00 D.I.P. 12" 2,746 L.F. $80.00 $80.00 $219,680.00 $0.00 D.I.P 16" 0 L.F. $130.00 $130.00 **Regional Water Main Intl/Fittings DISTRIBUTN _ D.I.P. 24" 0 L.F. $140.00 $140.00 $0.00 D.I.P. 36" 0 L.F. $210.00 $210.00 $0.00 Valves: DISTRIBUTN Gate/Tapping 6" 0 Each $600.00 $600.00 $0.00 Gate/Tapping 8" 0 Each $920.00 $920.00 $0.00 Gate/Tapping 12" 4 Each $2,300.00 $2,300.00 $9,200.00 Gate/Tapping 16" 0 Each $5,100.00 $5,100.00 $0.00 Water Service: DISTRSVCS Single 1" 0 Each $1,800.00 $1,800.00 $0.00 Dual 1" 0 Each $1,900.00 $1,900.00 $0.00 2" Service 2" 1 Each $2,300.00 $2,300.00 _ $2,300.00 $0.00 4" Service 4" 0 Each $3,300.00 $3,300.00 Turbo 4" 0 Each _ $11,500.00 $11,500.00 $0.00 Turbo 6' 0 Each $11,800.00 $11,800.00 $0.00 Turbo 8"' 0 Each _ $12,100.00 $12.100.00 $0.00 Turbo 10" 0 Each $12,400.00 $12,400.00 $0.00 Fireline Lateral: DISTRSVCS D.I.P. 4" 0 Each $3,200.00 $3,200.00 $0.00 D.I.P. 6" 0 Each $3,500.00 $3,500.00 $0.00 D.I.P, 10" 1 Each $5,300.00 $5,300.00 $5,300.00 Fire Hydrant: DISTRHYDR D.I.P. 6" 7 Each $3,900.00 $3,900.00 $27,300.00 Bond Amount (WASD) $ Total Project Cost $ $263,780.00 *Restoration and labor must be included in unit costs **Regional :- WM 24 -inches or greater Local:- WM less than 24 -inches The back of this document may be used to write in additional information if needed. Signature: ' • . - • Company: THE REDLAND COMPANY, INC Print: Alejandro Echeverry Title: PROJECT MANAGER Certified by contractor: Date: 4/28/2023 Type, size & quantity Inspected by: Date: 74, 6..,? Received by New Business Rep: Date: Signature: Print: Signature: Print: Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/2023N.T.S. SM-4448 1 OF 4 OPA-LOCKA, FL 33054-4401 "EXHIBIT A" WATER EASEMENT WE No. WAT-EXT-00116 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\WATER SKETCH AND LEGAL\58433 SM#4448 WATER EASEMENT (12805 LE JEUNE RD) 06-06-23.DWG SM - 4 4 4 8 LOCATION MAP NE 1/4 OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, CITY OF OPA-LOCKA, MIAMI-DADE COUNTY, FLORIDA SCALE - N.T.S Property Location SE 1 4 NE 1 4NW 1 4 NW 132nd STREET NW 3 8 t h C T . DO U G L A S LE J U E N E SW 1 4 NW 135th STREET LE J E U N E R D . / N W 4 2 n d A V E . (S . R . 9 5 3 ) Center of Sec. 29-52-41 East 1/4 of Sec. 29-52-41 NE Corner of Sec. 29-52-41North 1/4 of Sec. 29-52-41 SURVEYOR'S NOTES: This Description and Sketch to Accompany Legal Description does not represent a field Boundary Survey. Bearings are based on an assumed meridian, where the South Line of the Southwest 1/4 of the Northeast 1/4 of Section 29, Township 52 South, Range 41 East, Miami-Dade County, Florida, bears North 86º 47' 04” East. All distances as shown are based on the US Survey foot. The Description and Sketch is based on the Miami-Dade County Property Appraiser's Property Search Summary Report Tax Folio No. 08-2129-000-0061 and the SPECIAL WARRANTY DEED recorded in Official Records Book 33243 at Page 0026, as evidenced thereon. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. The Minimum Vertical Clearance of this easement is 25.00 feet above ground. The easement strip forms a closed geometric figure. The intent of this water easement is to encompass the recently installed water line and relative facilities, as shown on the water As-Built, prepared by Julio A. Quintana, P.S.M. Number 6214, State of Florida. ABBREVIATIONS: SEC.Section POC Point of Commencement POB Point of Beginning POT Point of Termination Centerline Section Line (D)Deed Dimension (P)Plat Dimension (C)Calculated Dimension ORB Official Records Book PB Plat Book PG Page R/W Right of Way FPL Florida Power & Light This sketch does not represent a field Boundary Survey CL SL FOLIO NO. 08-2129-000-0061 12805 LE JEUNE RD. Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/2023N.T.S. SM-4448 2 OF 4 OPA-LOCKA, FL 33054-4401 "EXHIBIT A" WATER EASEMENT WE No. WAT-EXT-00116 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\WATER SKETCH AND LEGAL\58433 SM#4448 WATER EASEMENT (12805 LE JEUNE RD) 06-06-23.DWG SM - 4 4 4 8 LEGAL DESCRIPTION: A 12-foot wide Miami-Dade County Water Easement being that portion of the South 1210 feet of the Southwest 1/4 of the Northeast 1/4 of Section 29, Township 52 South, Range 41 East, Miami-Dade County, Florida, and being more particularly described as follows: Commence at the Center of Section 29, Township 52 South, Range 41 East, Miami-Dade County, Florida; thence run North 86º 47' 04” East, along the South Line of the Southwest 1/4 of the Northeast 1/4 of said Section 29, for a distance of 50.00 feet to a point of intersection with the East Right of Way Line of Le Jeune Road, also known as NW 42nd Avenue; thence run North 02º 56' 27” West, along said Right of Way Line, the same being a line which lies 50 feet East of and parallel with the West Line of the Southwest 1/4 of the Northeast 1/4 of said Section 29, for a distance of 628.46 feet to the Point of Beginning of the centerline of the 12-foot wide Miami-Dade County Utility Easement, lying 6 feet on each side of the following described centerline; thence run North 88º 37' 44” East for a distance of 98.37 feet to a point; thence run North 42º 19' 15” East for a distance of 171.95 feet to a point; thence run North 88º 11' 04” East for a distance of 18.85 feet to a Point "A"; thence run North 87º 03' 08” East for a distance of 371.98 feet to a Point "B"; thence run North 87º 09' 15” East for a distance of 408.96 feet to a Point "C"; thence run North 87º 09' 07” East for a distance of 13.60 feet to a point; thence run North 02º 42' 36” West for a distance of 216.50 feet to a Point "D"; thence run North 03º 02' 33” West for a distance of 198.67 feet to a point; thence run South 87º 03' 26” West for a distance of 147.46 feet to a Point "E"; thence run South 87º 03' 26” West for a distance of 220.54 feet to a Point "F"; thence run South 87º 03' 26” West for a distance of 110.74 feet to a Point "G"; thence run South 87º 08' 39” West for a distance of 391.05 feet to a Point "H"; thence run South 85º 23' 24” West for a distance of 38.13 feet to a point; thence run South 44º 26' 37” West for a distance of 36.89 feet to a point; thence run South 69º 21' 08” West for a distance of 95.37 feet to a point; thence run North 81º 20' 25” West for a distance of 2.61 feet to a point; thence run North 47º 02' 38” West for a distance of 8.51 feet to a point along the East Right of Way Line of Le Jeune Road, also known as NW 42nd Avenue, the same being the Point of Termination of the 12-foot wide Miami-Dade County Utility Easement. Together with Beginning at said Point "A", thence run South 02º 44' 24” West for a distance of 56.06 feet to a point. Together with Beginning at said Point "B", thence run North 00º 05' 56” West for a distance of 40.41 feet to a point. Together with Beginning at said Point "C", thence run North 00º 59' 01” West for a distance of 16.75 feet to a point. Together with Beginning at said Point "D", thence run North 88º 20' 29” East for a distance of 23.14 feet to a point. 12805 LE JEUNE RD. Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/2023N.T.S. SM-4448 3 OF 4 OPA-LOCKA, FL 33054-4401 "EXHIBIT A" WATER EASEMENT WE No. WAT-EXT-00116 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\WATER SKETCH AND LEGAL\58433 SM#4448 WATER EASEMENT (12805 LE JEUNE RD) 06-06-23.DWG SM - 4 4 4 8 Together with Beginning at said Point "E", thence run South 05º 29' 00” West for a distance of 17.89 feet to a point. Together with Beginning at said Point "F", thence run South 02º 56' 43” East for a distance of 15.93 feet to a point. Together with Beginning at said Point "G", thence run South 04º 19' 35” East for a distance of 17.69 feet to a point. Together with Beginning at said Point "H", thence run North 02º 08' 55” West for a distance of 27.50 feet to a point. All lying and being in Miami-Dade County, Florida; said Miami-Dade County Utility Easement subject to dedication of records, conditions, restrictions, easements, limitations, and zoning ordinances, if any. The side line on each of said centerline are to be lengthened and or shortened as necessary to maintain a continuous 10-foot easement along the route described. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyor's and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. Dated: June 6, 2023 E.R. BROWNELL & ASSOCIATES, INC. Certificate of Authorization LB 761 _________________________________ Thomas Brownell Executive Vice President Professional Land Surveyor #2891 State of Florida The survey map and notes and/or report or the copies thereof, consisting of 4 sheets where each sheet shall not be considered full, valid and complete unless attached to the others and is not valid without the original signature and seal of a Florida Licensed Surveyor and Mapper on Sheet 3 of 4. Any additions or deletions to the description and accompanying sketch by other than the signing party or parties is prohibited without written consent of the signing party or parties. 12805 LE JEUNE RD. STATE OF THOMAS BROWNELLILCENSE F LO R Y D A No. 2891 EVRUS OR &I MAPPER SEFORP SI LANO N88° 37' 44"E 98.37' N42° 19' 15"E 171.95' N88° 11' 04"E 18.85' N87° 03' 08"E 371.98' N87° 09' 15"E 408.96' N87° 09' 07"E 13.60' N02° 42' 36"W 216.50' N03° 02' 33"W 198.67' S87° 03' 26"W 147.46' S87° 03' 26"W 220.54' S87° 03' 26"W 110.74' S87° 08' 39"W 391.05' S85° 23' 24"W 38.13' S44° 26' 37"W 36.89' S69° 21' 08"W 95.37' N81° 20' 25"W 2.61' N47° 02' 38"W 8.51' N02° 08' 55"W 27.50' S04° 19' 35"E 17.69'S02° 56' 43"E 15.93' S05° 29' 00"E 17.89' N88° 20' 29"E 23.14' N00° 59' 01"W 16.75' N00° 05' 56"W 40.41' S02° 44' 24"E 56.06' N0 2 ° 5 6 ' 2 7 " W 6 2 8 . 4 6 ' N86° 47' 04"E 50.00' N86° 47' 04"E N88° 37' 44"E 98.37' N42° 19' 15"E 171.95' N88° 11' 04"E 18.85' N87° 03' 08"E 371.98' N87° 09' 15"E 408.96' N87° 09' 07"E 13.60' N02° 42' 36"W 216.50' N03° 02' 33"W 198.67' S87° 03' 26"W 147.46' S87° 03' 26"W 220.54' S87° 03' 26"W 110.74' S87° 08' 39"W 391.05' S85° 23' 24"W 38.13' S44° 26' 37"W 36.89' S69° 21' 08"W 95.37' N81° 20' 25"W 2.61' N47° 02' 38"W 8.51' N02° 08' 55"W 27.50' S04° 19' 35"E 17.69'S02° 56' 43"E 15.93' S05° 29' 00"E 17.89' N88° 20' 29"E 23.14' N00° 59' 01"W 16.75' N00° 05' 56"W 40.41' S02° 44' 24"E 56.06' N86° 47' 04"E 50.00' N86° 47' 04"E Job#:Drawn By: Date:Scale: Sketch No.: Sheet: SKETCH & DESCRIPTION 58433JG 06/06/20231" = 200' SM-4448 4 OF 4 OPA-LOCKA, FL 33054-4401 SUBJECT PROPERTY EASEMENT AREA = 1,647 SQ.FT. (+/-) "EXHIBIT A" WATER EASEMENT WE No. WAT-EXT-00116 FOLIO: 08-2129-000-0061 (A Portion of Sec. 29-52-41) SM - 4 4 4 8 FILEQ:\PROJ\58433-L100 (GRATIGNY DEMOLITION)\CAD DWG\WATER SKETCH AND LEGAL\58433 SM#4448 WATER EASEMENT (12805 LE JEUNE RD) 06-06-23.DWG POB Water Easement LE J E U N E R D (N W 4 2 n d A V E . ) POT Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 "LEJEUNE INDUSTRIAL PARK" (PB 100, PG 51) BLOCK 1 Centerline of 12' Water Easement POC Center of Sec. 29-52-41 50' 50' CL W e s t L i n e o f t h e S W 1 / 4 of t h e N E 1 / 4 o f S e c . 2 9 - 5 2 - 4 1 South Line of the SW 1/4 of the NE 1/4 of Sec. 29-52-41 Ea s t R / W L i n e o f L e J u e n e R o a d , al s o k n o w n a s N W 4 2 n d A v e n u e 1080.91'(D) 58 0 . 9 0 ' ( D ) 1080.91'(D) 34.80'(D)158.00'(D) 8.00'(D) 103.00'(D) 61 9 . 2 1 ' ( D ) CL SL 12 1 0 ' ( D ) 50' Point A Point B Point C Point D Point E Point F Point GPoint H 1 inch = ft.( IN FEET ) GRAPHIC SCALE 0-200 200 200 100 ABBREVIATIONS: SEC.Section POC Point of Commencement POB Point of Beginning POT Point of Termination Centerline Section Line (D)Deed Dimension (P)Plat Dimension (C)Calculated Dimension ORB Official Records Book PB Plat Book PG Page R/W Right of Way FPL Florida Power & Light This sketch does not represent a field Boundary Survey CL SL 12805 LE JEUNE RD. Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Ron DeSantis Governor Joseph A. Ladapo, MD, PhD State Surgeon General Vision: To be the Healthiest State in the Nation Florida Department of Health Division of Environmental Health and Engineering Miami-Dade County 1725 NW 167th Street, Miami, FL 33056 PHONE: 305/623-3500 • FAX 305/623-3502 FloridaHealth.gov June 29, 2023 NOTICE OF ACCEPTANCE OF COMPLETION OF CONSTRUCTION DISTRIBUTION SYSTEM EXTENSION Permittee: Permit Number: 131116-053-DSGP Prologis Targeted US Logistics Fund, LP Date Issued: September 15, 2022 Attn: Paris Del Rio Expiration Date: September 14, 2027 8355 NW 12th Street Project Name: Prologis Gratigny 15 Doral, FL 33126 Water Supplier: City of Opalocka pdelrio@prologis.com PWS: 4131001 RER-DERM: 2022-00116 RE: 12805 NW Lejeune Rd, Opa Locka, Miami Dade County, FL 33054 Dear Ms. Del Rio: This acknowledges receipt of certification that the subject water main distribution system extension has been constructed, tested, and disinfected in accordance with the plans and related materials permitted by this agency, and is now ready for operation. Based on your engineer’s certification of construction completion [62-555.900(9)], satisfactory bacteriological results and the pressure & leakage test report for the above-referenced project, the Department is hereby releasing the project for service to the full extent of the permitted plans. If you have any questions, please contact Mariela Batista of this office at 305-623-3621. Sincerely, _Mariela Batista (On behalf of Dr. Elmir)_ Samir Elmir, PE, PhD, CEHP Florida Department of Health in Miami-Dade County Division of Environmental Health and Engineering CC: Enrique Cuellar, RER-DERM, WE-Rev@miamidade.gov Sergio Garcia, P.E, MDWASD, sergio.garcia@miamidade.gov Owen Carney, City of Opalocka, ocarney@opalockafl.gov Michael P. Carr, P.E., Langan Engineering and Environmental Services, mcarr@langan.com \\langan.com\data\FTL\data9\330066901\Construction\Reports\2023-02-02 Water Main Pressure Test.docx SHEET 1 of 1 DAILY FIELD REPORT Project No. 330066901 Client: Link Construction Date: February 2nd, 2023 Project: RLC Prologis Gratigny 15 Weather: Sunny, 80° Location: 12805 NW 42nd Avenue, Opa Locka, FL 33054 Time: 12:30 PM – 3:30 PM Contractor & Equipment: Link’s Construction WetTaps Present At Site: Langan: Donna Carmona City of Opa Locka: Kenneth Thomas & Joe Lee Link’s: Manny Observations, Discussions, Test Results, Etc. Langan was onsite to observe the pressure test performed on the fire hydrant run highlighted in the attached figure. Length of test Section: 242 LF of 12” DIP Water Main. Test Pressure: 150 PSI Formula Calculations:       √ /148000  gph   242  12"  √150 148,000  0.24ℎ Allowable Leakage: 0.24 gph Time Tested Gauge Reading 12:30 pm 150psi 1:00 pm 150psi 1:30 pm 150psi 2:00 pm 150psi 2:30 pm 150psi Pressure Drop: 0 psi Actual Leakage: 0 Result: PASS c: Michael Carr Christian Valdivia By: Langan Engineering and Environmental Services Donna Carmona Fig. 1 Reading at 12:30 pm Fig. 2 Reading at 10:30 am This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Project No.: DAILY REPORT SHEET 2 of 2 \\langan.com\data\FTL\data9\330066901\Construction\Reports\2023-02-02 Water Main Pressure Test.docx== = Project No. 330066901 Client: Link Construction Date: February 2nd, 2023 Project: RLC Prologis Gratigny 15 Weather: Sunny, 80° Location: 12805 NW 42nd Avenue, Opa Locka, FL 33054 Time: 12:30 PM – 3:30 PM Contractor & Equipment: Link’s Construction WetTaps Present At Site: Langan: Donna Carmona City of Opa Locka: Kenneth Thomas & Joe Lee Link’s: Manny Observations, Discussions, Test Results, Etc. Langan was onsite to observe the pressure test performed on the fire hydrant run highlighted in the attached figure. Length of test Section: 2,489 LF of 12” DIP Water Main. Test Pressure: 150 PSI Formula Calculations:       √ /148000  gph   2,489  12"  √150 148,000  2.47ℎ Allowable Leakage: 2.47 gph Time Tested Gauge Reading 1:30 pm 150psi 2:00 pm 150psi 2:30 pm 150psi 3:00 pm 150psi 3:30 pm 150psi Pressure Drop: 0 psi Actual Leakage: 0 Result: PASS c: Michael Carr Christian Valdivia By: Langan Engineering and Environmental Services Donna Carmona Fig. 1 Reading at 1:00 pm Fig. 2 Reading at 3:00 pm Project No.: 330066901 DAILY REPORT SHEET 2 of 2 January 15, 2023 \\langan.com\data\FTL\data9\330066901\Construction\Reports\2023-01-15 Force Main Pressure Test.docx Pressure Gauge Reading 155 psi Langan Engineering and Environmental Services, Inc. Michael Carr, P.E., LEED AP Associate Christian Valdivia Staff Enginee r 05/16/2023 This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Pressure Gauge Reading 155 psi Langan Engineering and Environmental Services, Inc. Michael Carr, P.E., LEED AP Associate Christian Valdivia Staff Engineer 05/16/2023 This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. \\langan.com\data\FTL\data9\330066901\Construction\Reports\2023-02-02 Water Main Pressure Test.docx= 15 ' INGRESS/EGRESS EASEMENT (ORB 28511, PG. 4338) 10' FP&L ESMT. (ORB 10257, PG. 1683) 10' SEWER LINE EASEMENT (ORB 28511, PG. 4338) (ORB 27665, PG. 69)NOT A PART CUT OUT PARCEL "B" AMERICAN LAND HOLDINGS OF OPA LOCKA LLC (ORB 27899, PG. 1132) (WAREHOUSE ) (ORB 30601, PG. 840) PROLOGIS LOGISTICS SERVICES INCORPORATED 635,940 S.F.± / 14.60 ACRES± (WAIVER OF PLAT - ORB 27899, PG. 1132) CALCULATED FND LB 1201(0.47' NORTH, 0.25' EAST) FND PK NAIL (5.11' NORTH, 0.02' EAST) Date: 9/2/2022 Time: 17:39 User: cvaldivia Style Table: Langan.stb Layout: Layout1 Document Code:330066901-0601-CU101-0101 RL C 14 S E 4 t h S t r e e t , B o c a R a t o n , F L 3 3 4 3 2 Te l 5 6 1 3 9 3 6 5 5 5 F a x 5 6 1 3 9 5 0 0 0 7 W e b w w w . r l c a r c h i t e c t s . c o m FL CERTIFICATE OF AUTHORIZATION No. 00006601/LB8172/LB8198 110 East Broward Boulevard, Suite 1500 Fort Lauderdale, FL 33301 T:954.320.2100 F: 954.320.2101 www.langan.com Langan Engineering and Environmental Services, Inc. This item has been digitally signed and sealed by Michael Carr, PE. on the date adjacent to the seal Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.