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Submittal-Amanda Quirke Hand-Information Packet
MIAMIDMADE 0 Department of Regulatory and Economic Resources Submitted into the pu i Coastal Resources Section record f r it m(s) 701 NW 1st Court, Suite 400 can City Clerk Miami, FL 33136-3912 Class I Construction Permit Permit Number: CLI-2019-0115 ❑ERM Project Manager: Rockell Alhale Permittee City of Miami c/o Emilio Gonzalez, City Manager 3500 Pan American Way Miami, Florida 33133 Bond Performance Bond: NIA Mitigation Bond: $7,200.00 'BEETF Contribution: $20,672.57 305-372-6575 Issue Date: 5/2012022 TB Work Expiration 5/20/2025 ST Date: Contractor See Specific Condition #1. Engineer Francisco Alonso, P.E#66918 T.Y. LIN International (305) 567-1771 Jason S. Taylor, P.E.#60277 Cummins Cederberg, Inc. (305) 741-6155 THE ABOVE NAMED PERMITTEE IS HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER DOCUMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF, SUBJECT TO THE ATTACHED GENERAL AND SPECIFIC CONDITIONS. Plans Entitled: PROJECT MIAMI MARINE STADIUM BOAT RAMPS 3501 RICKENBACKER CAUSEWAY CITY OF MIAMI, FLORIDA 33435 Date Signed and Sealed: 6-2-2020, 6-3-2020, 1-26-2021, 1-28-2021 Project Location: 3501 Rickenbacker Causeway, Miami Project Description: • Removal of the existing concrete boat ramp and existing riprap wall. • One time removal 385 square feet of white and black mangroves within the footprint of THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Page: 1 of 10 the new ramp. submitted into the p �� �rt � Maintenance dredging of 3,588.3 square feet of accumulated sediment within the recoro for tem(s) City Clerk footprint of the existing boat ramp and the expanded footprint located between geo- on _ _ coordinates N:513575.58, E.928756.79 and N:513564.04, E:928842.01 to level the surface prior to the filling associated with the installation of the new boat ramp. • installation of 50 foot wide by 86 foot long concrete boat ramp, including the filling of 997.3 square feet of tidal waters, located between geo-coordinates N:513575.58, E:928756.79 and N:513564.04, E:928842.01. • Installation of a total of 1,660 square feet of riprap under the portions of the fixed and floating docks within the footprint of the ramp and along the perimeter of the ramp, extending a maximum of 4 feet waterward, as per the DERM final approved plans. • Installation of two 5 foot wide by 71.3 foot long (356.5 square feet each) concrete fixed docks located between 20 and 25 linear feet and 61 and 66 linear feet from the west edge of the ramp. Each concrete dock will be supported by 5 concrete pile caps with 2 concrete piles each. • Installation of two 8 foot wide by 48 foot long (384 square feet each) concrete floating docks extending from the fixed docks located between 18.5 and 26.5 linear feet and 59.5 and 67.5 linear feet from the west edge of the new ramp. The floating docks will each be connected to the fixed docks by a 4 foot wide by 30 foot long (120 square feet) gangway. Each floating dock will be supported by 4 guide piles and each gangway will be supported by the associated fixed and floating dock. *Authorization for the future trimming and alteration of lateral branches, prop, and drop roots of mangroves to maintain clearance along the vessel ramp. The trimming shall not exceed 1 foot from the edges of the ramp. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CI_I-2019-0115 Page: 2 of 10 Submitted into the puv�� Specific Conditions record or it m(s) on ylerk 1. The name, address, telephone number, and license number of the contractor who will be performing the work shall be submitted a minimum of 30 days prior to the commencement of work. Work authorized by this permit shall not commence until written acceptance of the contractor by DERM has been issued and all pre -construction conditions have been completed to DERM's satisfaction. 2. A turbidity curtain shall completely enclose the work area and shall not be removed until turbidity levels within the enclosed area return to background levels outside the curtain. Turbidity controls shall be employed and maintained in the most effective manner possible to prevent turbidity from extending beyond the turbidity control mechanism in place. Failure to deploy and maintain the turbidity curtain or other turbidity control mechanism in the most effective manner possible may result in the issuance of a Uniform Civil Violation Notice (UCVN). Turbidity may not exceed 0 Nephelometric Turbidity Units (NTU) above background beyond the turbidity control mechanism in place. If turbidity levels exceed 0 NTU above background beyond the turbidity control mechanism, all construction shall be halted and additional turbidity controls implemented. The incident shall be immediately reported to the Coastal Resources Section Compliance and Enforcement Group at (305) 372-6575 and the work shall not resume until the contractor has received authorization from DERM. 4. If at any time during or after construction, graded areas are subject to erosion such that they may result, or do result in impacts to tidal waters, remedial measures shall be required to be designed and implemented to prevent and/or correct the erosion issues. Such measures are subject to DERM review and approval and may require Class I authorization. 5. Erosion control devices shall be employed and maintained in the most effective manner possible to prevent erosion beyond the mechanisms in place. The contractor shall modify any work procedures that result in erosion, install additional containment devices, and repair or replace any non-functioning containment devices. Erosion control devices shall be routinely inspected by the contractor and shall remain in place until all the construction activities are completed. 6. Pursuant to Section 24-48.3(4) of the Code of Miami -Dade County, Florida, the contractor shall ensure that all fill is from upland sources and it consists of suitable material and must meet the definition of clean fill as defined in Section 24-5 of the Code of Miami -Dade County. 7. There shall be no impacts to bay bottom outside the footprint of the permitted project footprint. If unauthorized impacts occur, the contractor and permittee shall be required to mitigate and/or restore the impacted area and obtain all of the required Federal; State and local authorizations within 90 days of DERM's determination that impacts occurred. 8. All runoff resulting from the dewatering of the dredged material shall be contained on the uplands and/or on the barge. 9. All dredge spoil shall be disposed of in accordance with all federal, state, and local regulations. 10. The re -use of benthic soils/substrate and marine sediments/soils/material from Biscayne Bay is strictly prohibited without prior written approval from the Pollution Control Section of DERM. 11. The contractor shall maintain receipts for the disposal of the dredged material. Said receipts shall be provided to DERM within 15 days of the completion of the disposal of the dredge spoil. 12. If any objects and/or features of historical or archaeological significance are encountered at any time within the project site, dredging shall cease immediately. The permittee and/or contractor shall contact the State of Florida Bureau Archaeological Research at (850) 245-6444 and the Miami -Dade County Office of Historic Preservation at (305) 375-3412, THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Page: 3 of 10 13. The contractor must contact the Coastal Resources Section at (305) 372-6575 or dermcr ,miamidade.gov a minimum of 2 business days prior to the removal of any dredged material from the site. Removal of the material from the site prior to DERM's inspection shall constitute a violation of this permit and may result in enforcement action by DERM. 14. Dredging activities are to be conducted during daylight hours only. 15. This permit specifically prohibits any non -maintenance dredging (e.g. removal of limerock substrate). If non - maintenance dredging occurs, the contractor and permittee shall be required to restore the dredged area (with appropriate approvals) or obtain all of the required federal, state and local authorizations within 90 days of DERM"s determination that non -maintenance dredging has occurred. 16. Since the Florida manatee occurs in the waters at and adjacent to the property, the permittee and contractor shall take measures to protect manatees during and after construction. Failure to comply with any of the below - listed measures may result in enforcement action by DERM. These measures shall include the following: All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. Temporary signs concerning manatees shall be posted prior to and during all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) U must be used (see MyFWC.com/manatee). One sign which reads Caution: Boaters must be posted. A y , second sign measuring at least 81/2" by 11" explaining the requirements for "idle Speed/No Ware" and c, U the shut down of in -water operations must be posted in a location prominently visible to all personnel .%� engaged in water -related activities. Questions concerning these signs can be sent to ImperiledSpecies@myFWC.com. c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or ? entrapment. Barriers must not impede manatee movement. �- d. All vessels associated with the construction project shall operate at "Idle Speed/No Wake'' at all times L while in the immediate area and while in water where the draft of the vessel provides less than a four - foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. e. Any collision with or injury to a manatee shall be reported immediately to the FWC Hotline at 1-888-404- 3922. Collision and/or injury should also be reported to the U.S_ Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at ImperiledSpecies@myFWC.com. f. The contractor shall maintain a log detailing sightings, collisions, or injuries to manatees should they occur during the contract period. Following project completion, a report summarizing the above incidents and sightings shall be submitted to the Florida Fish and Wildlife Conservation Commission, Fish and Wildlife Research Institute, 620 S. Meridian St., Taliahassee, Florida 32399-1600; to the U.S. Fish & Wildlife Service, 3100 University Blvd., Jacksonville, Florida 32216, and to DERM within 60 days of project completion. 17. At least one person shall be designated as a manatee observer when in -water work is being performed. That person shall have experience in manatee observation, and be equipped with polarized sunglasses to aid in observation. The manatee observer must be on -site during all in water construction activities and shall advise personnel to cease operation upon sighting a manatee within 50 feet of any in -water construction activity. Movement of a work barge, other associated vessels, or any in -water work shall not be performed after sunset, when the ,possibility of spotting a manatee is negligible. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Page: 4 of 10 18. This facility is required to have a valid Miami -Dade County Marine Facilities Operating Permit (MOP) and to adhere to all conditions of said MOP prior to the operation of the facility. Information for this permit can be obtained from DERM at 305-372-6575. 19. There shall be no impacts to mangroves other than specifically permitted. Failure to comply with this specific condition will be subject to enforcement by DERM. 20. Pursuant to Section 403.9328(5) of the Mangrove Trimming and Preservation Act, permit is not required to trim or alter mangroves to maintain clearance around the permitted seawall cap, boat ramp, and finger pier (i.e. 1 foot from the edges of the seawall cap and boat ramp, and 8 feet above and 1 foot from the edge of the finger pier). 21. A Miami -Dade County certified or registered Professional Mangrove Trimmer (PMT) shall remain on -site at all times during the initial and any subsequent mangrove work and shall closely supervise all work performed. No trimming or alteration of mangroves may commence until the PMT has provided a minimum of 10 days' notice of trimming or alteration pursuant to Section 24-48.17 of the Code of Miami -Dade County and has received written acknowledgement from DERM. 22, Prior to the start of work authorized by this permit and prior to each trimming/alteration event, all exotic pest plant and nuisance species as identified in Section 24-49.9 of the Code of Miami Dade County within the project area shall be eradicated (killed) by stump cutting and treating with an appropriate herbicide. The project area shall be maintained free of exotic pest plant and nuisance species in perpetuity. Cut exotic vegetation shall be treated with an appropriate herbicide within one hour of cutting. The treated stumps will be left in place to prevent disruption to wetland soils and to allow for re -treatment with an herbicide If necessary. All cut material shall be removed from the site and disposed of in an authorized landfill. 23. The permittee shall take all necessary precautions to prevent trimmed material from falling into the water and/or wetlands. All trimming debris shall be removed (including debris which may fall into tidal waters) and properly disposed of in accordance with all applicable federal, state and local regulations. 24. Sealing or treating of cut mangrove ends is prohibited. 25. All mangrove work shall be performed utilizing hand-held equipment. 26. All trimming shall be performed in accordance with the Tree Care Industry Association (TCIA) standards whenever possible, with the exception of removal or cutting of diseased or dead trees, branches or limbs, which shall require separate Class I permit approval if not consistent with the permitted or exempt work. 27. Trimming of any mangrove trees within 50 feet of nesting or roosting birds is strictly prohibited. 28. in order to mitigate for the loss of habitat and for water quality impacts associated with the maintenance dredging of benthic resources, 255.1 cubic yards of riprap (approximately 344 tons) are required. In order to provide habitat for a variety of invertebrates and protective cover for small fish, 80 cubic yards of riprap (approximately 108 tons) shall be placed on -site around the perimeter of the ramp as indicated on the DERM final approved plans. The riprap shall consist of natural iimerock riprap boulders ranging in size from 1 to 3 feet in diameter. Riprap shall be installed in a manner which prevents it from shifting or relocating. Since it is not feasible to place all of the mitigation on -site due to site conditions, DERM is willing to accept the balance of the mitigation as a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of marine habitat located within Biscayne Bay. This condition shall be satisfied within 30 days of completion of the ramp. 29. The contractor shall submit receipts or weight tickets for the new riprap that is placed on -site and provide a statement from the Florida Licensed Professional Engineer that quantifies the final amount of riprap placed below the Mean High Water Line. This condition shall be satisfied within 30 days of the completion of the ramp. 30. In order to mitigate for the loss of habitat and for water quality impacts associated with the filling of tidal waters, 9.97 cubic yards of riprap (approximately 13 tons) are required. Since it is not feasible to place the mitigation on - site due to site conditions, DERM is willing to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of marine habitat located within Biscayne Bay. A THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CL1-2019-0115 Submitted into the public Page: 5 of 10 recor for items) - � on City Clerk contribution in the amount of $897.57 was made prior to permit issuance. 31. In order to mitigate for shading impacts to benthic resources, 10.4 cubic yards of riprap (approximately 14 tons) are required. Since it is not feasible to place the mitigation on -site due to site conditions, ❑ERM is willing to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of marine habitat located within Biscayne Bay. A contribution in the amount of $936-00 was made prior to permit issuance. 32. In order to mitigate for the removal of 385ft2 of mangrove canopy, and because it is not feasible to mitigate the impact on -site, ❑ERM has agreed to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund (BBEETF) in the amount of $3,080.00 based on a 2:1 mitigation ratio and on a cost of $4.001ft2 to create habitat. 33. Please be advised that the federal government may have designated all or part of the subject property as critical habitat for one or more endangered species. You are not authorized to commence any work or activities pursuant to this permit until you obtain any and all approvals or permits, if necessary, from the federal government pursuant to the Endangered Species Act and from the State of Florida pursuant to Florida law on endangered species. Please be advised that, even after work commences, if Miami -Dade County is advised by the federal government, the State of Florida, or a court that an activity on the subject property is in violation of the Endangered Species Act, in violation of Florida law on endangered species, or in violation of a permit or approval granted by the federal government pursuant to the Endangered Species Act, such violation may result in an immediate stop work order. You are strongly advised to consult with the United States Fish and Wildlife Service and any other necessary federal or state agencies before conducting any work or activities on the property. The Vero Beach office of the United States Fish and Wildlife Service may be reached at (772) 552-3909. Please be aware that the federal government may require certain actions or protections on the property, and this may result in the need to modify the plans for the property. Therefore, it is recommended that you consult with the United States Fish and Wildlife Service at an early stage in the process. In the event that the United States Fish and Wildlife Service advises that your plans for the subject property may result in a "take" of endangered or threatened species, you are strongly recommended to inform Miami -Dade County in writing at the earliest stage possible. See General Permit Conditions. General Permit Conditions This permit does not eliminate the necessity to obtain any required federal, state, and local authorizations prior to the start of any activity approved by this permit. This permit is a regulatory approval and does not convey to the permittee or create in the permittee any property right or privilege, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee. In the event that any structure authorized hereunder is determined by a final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, the permittee agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference. 2. This permit must be kept on -site during all phases of construction. 3. All work shall be performed in accordance with the above referenced plans and in accordance with the attached specific and general permit conditions. If a General Condition(s) conflicts with a Specific Conditions) in this permit document, the Specific Condition shall be the controlling condition for work authorized by this permit. 4. This permit only authorizes the work described in page 1 under Project Description. Any additional work in, on, over or upon tidal waters or coastal wetlands at the property shall require additional Class I approval. 5. Any deviation from the approved plans for this project shall be submitted in writing to, and approved by DERM prior to the commencement of this project. The contractor and the permittee shall take whatever remedial action is necessary to bring the project into compliance with the permit and approved plans upon determination by THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Submitted into the Public' Page: 6 of 10 t'ecord for ' en1(s) d on City Clerk DERM that the structure is not in compliance with such. 6. DERM shall be notified no later than 48 hours and no earlier than 5 days prior to the commencement of the work authorized by this permit, unless otherwise noted herein. The permittee and/or contractor may notify DERM by calling (305) 372-6575 or by submitting the attached Notice of Commencement of Construction via hand delivery, U.S. Mail, or facsimile at (305) 372-6479. 7, Prior to performing any work, the contractor shall verify the location of all underground and overhead utility lines and verify that no utilities will be damaged by the work. Contact Sunshine State One -Call of Florida at 1-800- 432-4770 or on the web at http://www.callsunshine.com/corp/before/submitting.htmi for locating underground utility lines. The permittee and the contractor are hereby advised that under Florida law, no person shall commence any excavation, filling, construction, or other activity involving the use of sovereign or other lands of the State, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund or the Florida Department of Environmental Protection (FDEP), until such person has received the required authorization for the proposed use from the Board of Trustees or FDEP. If such work is done without consent, or if a person otherwise damages state land or products of state land, the Board of Trustees may levy administrative fines of up to $10,000 per offense pursuant to the Florida Administrative Code. 9. The permittee and contractor shall obtain all required approvals from all local, state and federal agencies prior to performing the work authorized by this permit. 10. Trimming or alteration of mangroves or work in wetlands other than what is authorized by this permit is prohibited. Work not authorized by this permit or that is not explicitly exempt from permit requirements pursuant to the Mangrove Trimming and Preservation Act (403.9321-9334 F.S.) shall require additional Class I approval. 11. For any work involving mangrove trimming or alteration, if the subject Class I permit is revoked by DERM, or the state statute providing the exemption is modified or eliminated, the permittee shall be required to obtain a new permit from DERM prior to mangrove trimming or alteration. 12. All work authorized by this permit shall be performed by the contractor and/or subcontractor holding an applicable certificate of competency and shall be licensed in Miami -Dade County to perform such work. Any work which is subcontracted shall require that the permittee and contractor (i.e. the contractor who is listed on this permit) notify the project manager at DERM at (305) 372-6575 or by facsimile at (305) 372-6479 a minimum of 72 hours prior to the subcontractor performing any work. Notification shall include the name of the subcontractor performing the work, the subcontractor's Miami -Dade County license number or state general contractor license number, and scope of work. Failure to comply with this condition is a violation of the Class I permit and may result in enforcement action DERM. 13. The contractor shall not store or place, even on a temporary basis, construction or demolition debris in tidal waters and shall take all necessary precautions to prevent construction or demolition debris from falling into the water or adjacent wetlands. Any debris that falls into the water and/or adjacent wetlands shall be removed immediately. Construction and demolition debris shall be disposed of in accordance with all federal, state and local regulations. 14. Turbidity controls (such as, but not limited to, turbidity curtains) shall be implemented whenever visible plumes are present to ensure compliance with the water quality standards stipulated in Section 24-42(3) of the Code of Miami -Dade County. Turbidity controls shall be employed and maintained in the most effective manner possible to prevent turbidity from extending beyond the control mechanism in place. 15. Turbidity may not exceed 0 Nephelometric Turbidity Units (NTU) within the Aquatic Preserve or 29 NTU outside of the Aquatic Preserve, above background beyond the turbidity control device or 50 feet from any point of discharge. Turbidity levels shall be monitored. If the turbidity levels exceed the above standards, all construction shall stop and additional turbidity controls shall be implemented. Work shall not resume until the contractor has Implemented adequate turbidity control methods and has received authorization from DERM to recommence work. At DERM's discretion, turgidity samples may be required to be collected in accordance with Section 24- 44.2(3) of the Code of Miami -Dade County. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CL I-2019-0115 Submitted into the pu Page: 7 of 10 1'C[brd for ]tQM on '3 . City Clerk 16. Environmental controls and best management practices must be implemented to prevent any materials related to construction from entering the surrounding water. Any material removed as well as material applied to accomplish repairs must be contained so as to prevent fugitive particulates and/or discharge to surface waters. Any materials which fall into the water shall be removed immediately. The contractor shall ensure that no material is placed in the water either temporarily or permanently. 17. If any work or activity associated with this project is to take place in navigable waters, the contractor shall instruct all personnel associated with the project of the potential presence of manatees and the need to avoid collision with manatees. All vessels associated with the project must operate at "Idle Speed/No Wake" at all times while in water where the draft of the vessel provides less than a 4 foot clearance from the bottom. Additionally, all vessels will follow routes of deep water whenever possible. All in -water construction activities shall cease upon the sighting of a manatee(s) within 50 feet of the project area and will not resume until the manatee(s) has departed the project area. Any collision with and/or injury to a manatee shall be reported immediately to the "Manatee Hotline" (1-888-404-FWCC), the U.S. Fish and Wildlife Service, Jacksonville Field Office (904) 791- 2580, and DERM (305) 372-6864. 18. The contractor shall ensure that all vessels associated with the construction shall operate within waters of sufficient depth so as to preclude bottom scouring or prop dredging and shall maintain a minimum of 1 foot of water between the vessel bottom and submerged aquatic resources. 19. The contractor shall ensure that there are no impacts to seagrass, hard corals, or soft corals as a result of construction operations, such as, but not limited to, propeller scouring; and vessel or barge anchoring, grounding or spudding. The marine contractor and permittee shall be held jointly liable for any of these unauthorized Impacts. For any impacts caused by the construction operation, DERM shall require, at a minimum, restoration and mitigation. 20. For the purposes of this permit, "vessel" is herein defined as any craft designed to float or navigate on water, including but not limited to: sailboats, powerboats, rowboats, boats, ships, skiffs, houseboats, personal watercraft and inflatable boats. 21. Pursuant to Section 24-48.10 of the Code of Miami -Dade County the work or structures authorized under this permit shall be privately maintained by the permittee, his successors and assigns. Whenever, in the opinion of the Director of the DERM, said work or structures are not maintained in such a manner so as to prevent deterioration to the extent that they become a hazard to the public or to navigation, or create an obstruction of flow, or prevent access for drainage maintenance purposes, or may damage adjacent property, then the owner is required to perform any necessary remedial work. 22. Unless otherwise authorized in this permit and pursuant to Sections 24-48.23 and 24-48.24 of the Code of Miami -Dade County, the installation or construction of non -water -dependent floating or fixed structures (e.g. covered structures, canopies, helicopter pads, commercial signs, etc.) is prohibited in, on, over or upon any of the tidal waters of Miami -Dade County and constitutes a violation of this permit. Failure to comply with this condition may subject the permittee to enforcement action without further warning. 23. A DERM Class II permit is required for the construction, installation, and/or alteration of any outfall or overflow system in, on, under or upon any water body of Miami -Dade County. In addition, a DERM Class V permit is required for any dewatering of groundwater, surface waters or water, which has entered into an excavation. The contractor shall contact the Water Control Section of DERM at (305) 372-6681 in order to obtain a Class II or Class V permit prior to the construction of any outfall or overflow system and prior to any dewatering activity. 24. The time allotted to complete the work for which this permit has been issued shall be limited to the period stipulated on the permit unless an extension of time is granted pursuant to Section 24-4$.9(2) of the Code of Miami -Dade County. Applications for extensions of time shall be submitted to DERM at least 30 days prior to the date of permit expiration; incomplete or untimely applications for extensions of time will be returned to the permittee. 25. An application for Transfer of a Class I permit may be filed with DERM at any time prior to the transfer of properly ownership up to 120 days after the date of transfer of fee simple ownership of the property that is the subject of THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Submitted into the p lie, �� Page: 8 of 10 record or it (5} VG on City Clerk the permit. The Application for Transfer must be signed by both the transferee and transferor. Applications for Transfer shall be filed in the form prescribed by DERM and shall not be processed if the filed Application for Transfer is not fully complete in all respects pursuant to Section 24-48.18, of the Code of Miami -Dade County within 120 days of the date of transfer of property ownership. 26, if the project involves construction, replacement, or repair of a seawall, the new seawall cap shall be a minimum of 6 inches above the final grade of the uplands immediately adjacent, and in order to prevent positive drainage of stormwater into the waterway, all uplands immediately adjacent to the new seawall shall be graded away from the waterway. 27. To further reduce the possibility of injuring or killing a manatee during construction, work within portions of the Biscayne Canal, Little River, and the Coral Gables Waterway shall be performed only between May 1 and November 15. 28. A minimum of 1 foot of clearance shall be maintained at all times between the submerged bottom, and any existing benthic resources, and any vessels moored at the property. 29. Adequate clearance shall be maintained at all times between the submerged bottom, and any existing benthic resources, and any vessels moored at the property, such that there are no impacts to State or County water quality standards, even on a temporary basis, or to benthic resources or the submerged bottom, including but not limited to bottom scouring or prop dredging. 30. If railing is required to be installed pursuant to this permit, it shall be installed within 30 days of completion of the permitted work, and prior to the use of the structure(s) authorized by this permit, including the mooring of vessels. 31. A performance and/or mitigation bond may be held to ensure compliance with the aforementioned conditions and the completion of any required mitigation. Failure to comply with any of these conditions may result in the revocation by Miami -Dade County of all or a portion of the bond without further notice. 32. Pursuant to Section 24-48.3.(g), the use or installation of unencapsulated polystyrene as defined in Section 24-5 shall be prohibited in connection with any work requiring a Class 1 permit. Pursuant to Section 24-48.26, for all facilities which are subject to a County marine facilities operating permit pursuant to this chapter, such permit shall require the removal, replacement or repair of any unencapsulated polystyrene where such polystyrene shows evidence of degradation, disintegration, shredding, or other damage, as determined in the discretion of the Director. Submitted into the pub is recur for it m(s) on City Clerk THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Page: 9 of 10 M IAM i-DMADE stin,it4 il Wo dw public city cierk DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES COASTAL RESOURCES SECTION 701 NW 1s' Court, Ste 600, Miami, FL 33136 Phone 305-372-6575 Email dermcr@miamidade.gov NOTICE OF COMMENCEMENT OF CONSTRUCTION PERMIT NO.: PERMITTEE'S NAME: PROJECT LOCATION: PERMIT ISSUANCE DATE: CONTRACTOR NAME: PROPOSED DATE OF COMMENCEMENT: ANTICIPATED DATE OF COMPLETION: COMMENTS: THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2019-0115 Page 10 of 10 CLE" OF THE 330-Ai Z-D OF COL'11i'J,'Y ComVISSIONERS V. 1 -DARE G`ibUN-fY, FLORIDASubmitted into the pub is MIAMI•[]�A1dE record or it (s) 0 ra n d u m Date: October 20, 2020n ffi.M12S . City Clerk To: Honorable Chairwoman Audrey M. Edmonson Agenda Item No. 5(0) and Members, Board of County Commissioners From: ,Zack Osterholt, Director Resolution No. R-1075-20 Department of Regulato yy omi Resources Subject: Class I Permit Application byUfie City of Miami for boat ramp redevelopment in the Marine Stadium Basin Recommendation I have reviewed the attached application for a Class I permit by the City of Miami and based upon the applicable evaluation factors set forth in Section 24-48.3 of the Code of Miami -Dade County (Code), I recommend that the Board of County Commissioners (Board) approve the issuance of a Class I permit for the reasons set forth below. Pursuant to Ordinance No. 1 b-73, this quasi-judicial matter may be submitted directly for placement on the Board's meeting agenda by the Director of the Department of Regulatory and Economic Resources. Scope The project site is located at 350I Rickenbacker Causeway, Miami; Florida, in Commission District 7, which is represented by Commissioner Xavier L. Suarez. Fiscal Impact/Funding Source This resolution is a regulatory approval and does not have a fiscal impact. Track Record/Monitor The Coastal Resources Section Manager, McKee Gray, in the Department of Regulatory and Economic Resources, Division of Environmental Resources Management (DERM), will be responsible for monitoring the proposed permit. Background The subject Class I permit application requests authorization for the redevelopment of the existing boat ramp within the Marine Stadium Basin, to include the filling of tidal waters and the excavation of a portion of the upland property. The proposed scope of work also includes maintenance dredging, riprap installation, mangrove trimming and alteration, and the installation of two fixed and floating piers associated with the ramp. The proposed project is required to be reviewed and approved by the Board at a public hearing because the filling associated with the ramp is specifically referenced in Section 24-48.2 of the Code as work that shall be processed with a standard form application, including a public hearing. The subject property is located in the Marine Stadium Basin within Biscayne Bay, and contains a dilapidated concrete boat ramp installed along a partially unconsolidated shoreline. DERM conducted a biological assessment of the project area and documented that the existing boat ramp has worn away and degraded in some areas leaving the substrate within the footprint of the existing boat ramp with irregular surface topography. In addition, the DERM biologists documented that the substrate adjacent to the project area consists of rock rubble and sandy sediments, also with an irregular E Honorable Chairwoman Audrey M. Edmonson "'}jm wed into the P lic..� and Members, Board of County Commissioners rt r - 11)(s) �._. Page 2 City Clez3c surface. In order to install the proposed boat ramp, the City intends to level the substrate through the removal of the existing rarrip and the filling and maintenance dredging of tidal waters to create a uniform surface. Once leveled, an 86 foot wide by 60 foot long concrete ramp would be installed within a portion of the footprint of the existing ramp. In order to improve the functionality of the facility and to avoid navigational issues with the adjacent docking facility to the west, the new ramp would be expanded outside of the footprint of the existing ramp. According to Section 24-48.3(2) of the Code, dredging and filling work proposed in a Class I permit application shall comply with at least one of the criteria listed in that section of the Code. In order to accommodate the appropriate pitch and slope of the ramp. the substrate would need to be leveled through the dredging and filling of the project area. This proposed work is the minimum necessary to facilitate the launching and retrieval of vessels using the ramp and therefore complies with the criteria listed in Section 24.48.3(2)(c) of the Code because it is the minimum dredging and filling for the creation and maintenance of the marina facility. In addition to the above proposed filling, the City is also proposing to install two fixed and floating piers to facilitate the loading and unloading: of vessels to be launched at the facility. Riprap would be installed underneath the proposed piers as well as around the perimeter of the new ramp. To install the new ramp, the City is requesting authorization for the minimal trimming and alteration of 365 square feet of mangroves growing along the subject shoreline. Tile City is also requesting authorization for future maintenance trimming to provide clearance for the ramp. The proposed piers, placement ofriprap, and mangrove trimming are identified by the Code as work that can be processed administratively and are only corning before the Board because the aforementioned work is included in the subject application. Based on the reasons herein and in the Project Report, DERM recommends approval of the filling of tidal waters in association with the installation of a new boat ramp, and the installation of the piers, riprap, and mangrove trimming. Pursuant to Section 24-48.4 of the Code, potential adverse environmental impacts and cumulative adverse environmental impacts for a proposed project must be avoided and minimized. Section 24- 48.4 of the Code also requires mitigation for permittable projects that otherwise result in unavoidable environmental impacts. In an effort to avoid and minimize impacts to benthic resources, a portion of the proposed ramp will be installed within the footprint of the existing ramp; however, in order to address issues with the functionality of the ramp and navigational issues of the adjacent docking facility, the proposed ramp would be expanded outside the footprint of the existing ramp, resulting in impacts to 2,759 square feet of non -federally listed seagrasses. Additionally, the expansion of the ramp will also result in the trimming and alteration of 365 square feet of mangrove canopy. The proposed work is not reasonably expected to result in cumulative environmental impacts to water quality: however, the construction phase of the proposed project may result in temporary water quality impacts. In order to minimize the temporary impacts to water quality as a result of the construction activities associated with the proposed work, the Class I permit will require that turbidity controls be utilized during all phases of construction to ensure compliance with State and County water quality standards. Mitigation for unavoidable temporary impacts to water quality associated with the tilling and maintenance dredging of tidal waters and for impacts to benthic resources and mangroves associated with the installation of the ramp will be satisfied through a contribution to the Biscayne Bay Environmental Enhancement Trust Fund. Honorable Chairwoman Audrey M. Edmonson Submitted into the public and Members, Board of County Commissioners rec!S�� Page 3 t _ onty Cleric Please note that there are no riparian owners within 300 feet of the proposed project. Therefore, no courtesy notices were sent out for this application. The project has been designed in accordance with all relevant Miami -Dade County coastal construction criteria and is consistent with all other Miami -Dade County coastal protection provisions. Please find attached a DERM Project Report �xhich also sets forth the reasons the proposed project is recommended for approval by DERM pursuant to the applicable evaluation factors and criteria as set forth in Section 24-48.3 of the Code. The conditions, limitations, and restrictions set forth in the Project Report attached hereto are incorporated herein by references hereto. Attachments Attachment A: Class I Permit Application Attachment B: Owner/Agent Letter, Engineer Letter and Project Sketches Attachment C: DERM Project Report G] Submitted into the p lie recorq for item(s) on 2City Clerk Attachment A Class I Permit Application M Submitted into the pllb 'cc r for i In(s) � ` � Y nta MIAMI-DNA14DE cityClerk Mass I Permit Application ?Date _ _ . T APplTcahvn I�[ m .. _•— .. =... - _ . `' e . - `MAR :1 � - 2019 J. 4 sua'rURAL ESOURUsTt!MlM CRY -�OEPARTMENT OF gstJI.11TC do W W. rE: R�5vat+E- CQNUMiCa Application must be tilled out f of its entirety. Please indicate NIA for n •applicable riietds. 1. Applicant Wartnatioa: Name: Cltyof Miami c/o Daniel Rotenberg Addrrss: 444 SW 2nd Ave, 3rd Floor Miami, Florida Zip Code: 33130 !'bone #. 305-416-1458 Fax#: 305-416-1014 Bmail: drotenbeM@mTami.gov ■nt, eescnia ne uuepyi6antY s,rr,m,trct ra: Matsu au�sa. 2. Applicant's Authorized Permit Agent: Agm to alhrwed to process Sna appiaa9on.Ttcnlsh svpplamarVal lydomla0arl refarnp to 09 ag9mUon and bind the appl=l la all requirements of the appfleae]en. Name: Colin Henderson, T.Y. Lin International Address:.201 Alhambra Circle, Suite 900 Coral Gables, Florida Zip Cade: 33134- Phoae #.305-714-4037 Fax V.305-567-1771 gn,ail; colin.henderson@tylln.com 3. Lowtion where proposed activity a dsts or will vcsvr (latitude and longitude are only necessary far properties without address or folio Polio #(s): 01-4217-000-0030 Witude, 25.744122 Longitude: '80:171008 Street Address: 3501 ilickenbackerCauseway, Virgin [aKey Section: 17 Toumship: 54S Range:4k In City or Town, Wilml Near City or Town: Name of waterway at location of the activity. Sisca ne Bay 4. Uesc lbe the proposed activity (cheep all that apply): 3 Seawall 191Qock(s) ?%New/Replacernent Seawall ❑ Pier(s) 13 Boatlift ❑ Mooring Piles ❑ Dredging ❑ Mangrove Trimming ❑ Maintenance Q Mangrove Removal ❑ Seawall Cap ❑ Viewing Platform ❑ Pander Plies ❑ New ❑ Batter Piles ❑ Davits ❑ Filling ❑ King Piles ❑ Fonrerfroe wall kRipzap Other. Boat Ramp Reconstruction Estimated projectoast m $ I ' 1 million Are you seeking an after -the -fact approval (AT[I ? ❑Yes $lido If"Yes` ; describe the ATF worst: S. Proposed Use (cheek all that apply): & Ifthe proposed work relates to the mooring ofve mels provide the following tnfornutlou (please also indicate if the applicant does not have a vessel): ❑ Singh: Family ❑ Multi -Family Proposed Vessel Type (s): Retreat€anal /transient ❑ Private Vessel Make/Model (If known): N/A X Public ❑ Commerctat Draft (s)(range in inches.)- 12• - 24" Length (s)(range in feet.): 12. - 25r ❑ Industrial ❑ Utility Total Number of Slips: 8 7. List all permits or certUlcations that have been applied for or obtained for the above referenced work: Issuing Agency Type of Approval Identification Number Application Date Approval Date FDEP/USACE ERP/SP 13-306513-011/SA1-201 id Mar. 6, 2108 Nov, 28, 2018/Perd 1 5 r 1rnetrrlaot Submitted into the publ'c retard or it;(S) na, 113., '1/l !`iisr t"Iar]r S. Contractor Information (If known): Name: NIA _ License N (County/State): Address: Zip Code: Phone #: T'ax #: E-mail: 9. FMPORTANT NOTICE 'rO APPLICANTS: The ►vritten consent of the property d fur all applications to be considered complete. Your application WILL NOT BE PROCFSSED unless the onsent port -son of the application is completed below. You have the obligation to apprise the Departmen any change�Y�,kW r), n provided in this application. Application is hereby made for a Miami -Dade County Class I permit to authorize the activity described I agree to or tfollowing: 10 ,201g • I possess the authority to authorize the proposed activities at the subject property, am ■ I am familiar with the information, data and plans contained in this application, and NO, O Op f • To the best of my knowledge and belief, the information, data and plans submitted are true, cvsnplI� �` ��7�� ■ I will provide any additional information, evidence or data nCCG5,ary to provide reasonable assurance Il1El � 0 1� f �1ro�GCt will comply with the applicable State and County water quality standards boot during construction and after the proje�I61cted, and ■ i am authorizing the permit agent listen in Section 2 of this application to process the application, famish supplemental information relating to this application and bind the applicant to all requirements of this application, and ■ I agree to provide access and allow entry to the project site to inspectors and authorized representatives of Miami -Dada County for the purpose of making the preliminary analyses of the site and to monitor permlited activities and adherence to all permit conditions. A. IF APPLICANT IS AN INDIVIDUAL Signature of Applicant print Applicant's Name Date B. IF APPLICANT IS OTHER THAN AN INDIVIDUAL, OR NATURAL PERN (Examples: Corporation, Partnership, Trust, L.LC, LLP, etc.) City of Miami Government Florida Feint Name of Applicant (Enter the complete name as registered) Type (Corp, LUC, LLP, etc.) Stale of Reg i strat i onl Incorporat l on Under the penalty of perjury, I certify that I have the authority to sign this application on behalf of the Applicant, to hind the Applicant, and if so required to authorize the issuance or a build on behalf of the Applicant. (If asked, you must provide proof of such authority to the Department). *"Please Note: If additional signatures are revuired, pursuant to your governing documents, operntingagreg e is r ol hera I' Icagreements or laws ou must attach additional si nature psees. *• i Daniel Rotenberg Director j l Signature of Authorized Representative Print Authorized Representative's Name Title 17a c C. IF APPLICANT IS A JOINT VENTURE Each party must sign bclow(lf mare than two members, list on attached page) Print Name of Applicant (Enter the complete name as registered) Type (Corp, LL.C. LLP, etc.) State of _ R cgi strntionllnc orporat i an Print Name of Applicant (Enter the complete name as registered) Type (Corp, LLC, LLP, cic.) Stale of Reg i strati onl Inc a rpora t icn Under the penalty of perjury, I certify that I have the authority to sign this appllcation on behalf of the Applicant, to hind the Applicant, and if so required to authorize the issuance of a bond on behalr of the Applicaant, (Ir asked, you must provide proof of such authority to the Depart menti. ***Please Note: V additlons] signatures are required, pursuant tv Your poverning documents operating agreements, or other amAcable agreements or laws, you must attach additional siignature j2gg .!w* Signature of Authorized Representative Print Authorized Representative's Name Title Bale Signature of Authorized Representative Print Authorized Representative's Name Title Date W RrnYd IIII MO Submitted into the public :_c�•.,; i r Ito (S) �-` t�` CityClerk 10.-WRITTEN CONSENT OIL THE PROPERTY OWNER OF THE AREA OF THE PROPOSED WORK 11We are the fee simple owocr(s) of the real property located at 3501 Rickenbacker Causeway, Virginia Key Miami Dade County, Florida, otherwise identified in the public records of Miami -Dade County as Folio No, 01-4217-000-0030 I am aware and famii iar with the contents of this application for a Miami -made County Class I Permit to perform the work on or adjacent to the subject property, as described to Section 4 of this application. I possess the riparian rights to the area of the proposed work (if applicable) and hereby consent to the work identified in this Class I Permit application. A. IF THE OWNERS) IS AN 1NDIVIDUAI, Signature of Owner Not Owner's Name Signature of Owner Print Owner's Name Date B. iT THE OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples: Corporation, Partnership, Joint Venture, Trust, LLC, LLP, cic,) City of Miami Government Florida Print Name of Owner Otter the rorapt vie none as registered) Type (Corp, LLC, LLP, etc.) State of Registrationllncorporation 444 SW 2nd Ave, 3rd Floor, Miami, Florida 33130 Address of Owner Under the penalty of perjury, I certify that I have the authority to sign this application on behalf of the Owner, to bind the Owner, and If so required to authorize the issuance of a bond on behalf of the Owner. (If asked, you msaet provide proof of such authority to the Department). ***Please Note: If addilional si natures are re uiredpursuant to your Roverdne documents operating sarecrnetks-orother applicable agreements or laws. volt rnnrk atrn0i arlAtfinnnl cl—aft— „on— r*. ��a�... ..� r•uu�w �cw n�Y,wuneurc Daniel Rotenberg Print Authorized Representative's Name Director Title Signature of Authorized Representative Print Authorized Reprcwntati Yes Namc Tillc Please Review Above Appropriate signatwe(s) must be included in: Box 9: either A, B or C AND Box 10: either A or B R XTay MAR 1 Z 2019 NATUI'IAL RESOURCCS DIVIS10N DEPARTMENT OF nEGIJLATnPY ANO ECONOMIC F,-SLLj.j Date 3 7 nevi" I II W9 Submitted into the Pu i rec©rd f®r it m(§) City Clerk on c Attachment B Owner/Agent Letter, Engineer Letter and Project Sketches Submitted into the pu Y I record fo ito {s) ` 1 ?` TYLININTERNATIONAL on �- � City Clerk eEt�in�is I pEanrte+s I sci�nfisls PERMIT APPLICANT 1 AUTHORIZED AGENT STATEMENT January 30, 2020 Miami Dade County Department of Regulatory and Economic Resources Class 1 Permitting Program 701 NW I" Court Miami, FL 33136 RE: Class I Standard Form Permit Application Number CLI-2019-0115 By the attached Class I Standard Form permit application with supporting documents, I, Colin Henderson, am the authorized agent and hereby request permission to perform the work associated with Class I Permit Application CLI-2019-0115. I understand that a Miami -Dade County Class I Standard Form Permit is required to perform this work. If approval is granted for the proposed work by the Board of County Commissioners, complete and detailed plans and calculations of the proposed work shall be prepared by an engineer licensed in the State of Florida in accordance with the minimum requirements of Chapter 24 of the Code of Miami - Dade County, Florida. Said plans and calculations shall be subject to the review and approval of the Department. The permit applicant will secure the services of an engineer licensed in the State of Florida to conduct inspections throughout the construction period, and said engineer shall prepare all required drawings of record. In the event that the proposed work which is the subject of this Class I Permit application involves the cutting or trimming of a mangrove trees), a detailed plan of the proposed cutting or trimming shall be prepared by a licensed landscape architect and submitted to the Department for review and approval, and the permit applicant will secure the services of a licensed landscape architect to supervise the trimming or cutting. Respectfully submitted, Colin Henderson, Authorized Agent 201 Alhambra Circle, Suite 900 j Coral Gables, Florida 33134 1 T 305.567.1898 j F 305.567.1771 1 www.tylin.com 9 TYLIN INTERNATIONAL. encjineels I P101111els I scienlisls January 30, 2020 Submitted into the pub45LAL— on record for it M(S) City Clerk ENGINEER LETTER OF CERTIFICATION Miami Dade County Department of Regulatory and :Economic Resources Class I Permitting Program 701 NW 1" Court Miami, FL 33136 RE: Class I Permit Application Number CI,I-2019-0115 Ladies and Gentlemen: This letter will certify that I am an engineer licensed in the State of Florida, qualified by education and experience in the area of engineering design and inspection, and that to the best of my knowledge and belief, the proposed work does not violate any laws, rules, or regulations of the State of Florida or any provisions of the Code of Miami -Dade County which may be applicable; that diligence and recognized standard practices of the engineering profession have been exercised in the engineer's design of the proposed work; and in my opinion based upon my knowledge and belief, the following will not occur: a. Harmful obstruction or undesirable alteration of the natural flow of the water within the area of the proposed worn. b. Harmful or increased erosion, shoaling of channels or stagnant areas of water. (Not applicable to class TV permits) c. Material injury to adjacent property, d. Adverse environmental impacts from changes in water quality or quantity. (Applicable to class IV permits only) Further, I have been retained by the applicant to provide inspections throughout the construction period and to : Wme -1&4 l,'of reproducible record prints of drawings showing changes made during the consi(tt 't s,� d upon the marked -up prints, certified surveys, drawings, and other data Fui l �y '� '+' ttt 7 me. r e0ly,N 6 Frad s'�c►,,.lu: +►�,` 201 Alhambra Circle, suite 900 1 Coral Cables, F#orida 33134 1 T 305.567.1989 j F 305.567.1771 1 ivww.tylin,eom MIAMI MARINE STADIUM BOAT RAMP FOR CITY OF MIAMI VIRGINIA KEY, FL 33149 U11CHF11� ,mod R'/ Mayor Francis Suarez DI Commissioner Wilfredo (Willy) Gort Vice Chairman/ D2 Commiss Ken Russell D3 Commissioner Joe Caroflo --&4 Commissioner ar:olo Reyes Chairman) fly Commissioner Keon Hardemon CitK Manager Emilia T. Gonzalez, Ph.D. Capital Improvements Program Director Steven C. Williamson VICINITY MAP. ; .s. ramp J L" C f9 I I INDEX d .AWINGS P-1.D Goven 5"LL1 P-2.0 GENERAL NOTES P-3,0 SITEPLAN P-4,0 GRADING PLAN P-5.0 TURBIDITY CONTROL P-6,0 ENVIRONMENTAL IMPACTS CM-I.0 GENERAL NOTES BOAT RAMP CM-I.1 EXISTING CONDITIONS CM-2,0 PROPOSED BOAT RAMP PLAN CM-2.1 BOAT RAMP LONGITUDINAL SECTION CM-2.2 DOCKS CROSS SECTION CM-22 DETAIL CM-2,4 PROPOSED GRADING PLAN CM-3.0 FLOATING DOCK SPECIFICATIONS [/� �,. q1 G(WfANIMP STANDARDS "D SPECIF1Cwr]DM&. PR�/�/ECT - Fx0R10A 6FPARTWFNr DF FRRNSPORrAtfM. DE516N 5fANDAR05 DATED Soli, AN0 5TAN0ARP $PFCIF WIDN$ FDR ADAP NO .� BRODOE CMMUCTM DATED W14. AS MfffDFe 9r CDNrRACr DDcLOCATION j" De RTS. - D DF HIAN! FNLM'EF 1M1 ATE DANOS FUR _ eF$IGR AWO CPN$iAOSilDII DATFO DfifNOFq $D ]D "...T - WAR! N COVE PAYED NAY 20;Q. MIAMI MARINE STADIUM BOAT RAMP PROJECT LOCATION MAP ' O■' .tLWAYS GI�yL aL1 ■ acraRR you Dxc N. T. S or P D R S9 CITY OF MIAM OFFICE OF CAPITAL 1^+PRpVEMENT! MARINE STADIUM BOAT RAMP .�.p COVER SHEET A-1 GENERAL NOTES 1. GENERAL NOTES ON THE PROJECT PLANS AND DRAWINGS ARE SOLELY TO AID AND ASSIST THE CONTRACTOR WIT{ THE FIELD OPERATIONS FOR THE PROJECT. SAID GENERAL NOTES MAY NOT FULLY DESCRIBE ALL OF THE REQUIREMENTS FOR AN ITEM. THEREFORE, THE CONTRACTOR SHALL READ AND VERIFY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO THE PLANS, SPECIFICATIONS, GENERAL TERMS AND CONDITIONS, AND THE SUPPLEMENTAL TERMS AND CONDITIONS, TO FULLY UNDERSTAND AND COMPLY WITH ALL THE REQUIREMENTS THEREIN. Submitted into the public 1 record or ite {s} on City Clerk ENVIRONMENTAL NOTES 1. ANY MATERIAL TO BE STOCKPILED FOR PERIODS GREATER THAN 24 HOURS SHALL BE PROTECTED BY APPROPRIATE EROSION CONTROL DEVICES. 2. THE CONTRACTOR SHALL REVIEW ENVIRONMENTAL REQUIREMENTS OF ANY PROPOSED STAGING AREAS WITH 2, THE CONTRACTOR MUST HAND EXCAVATE AROUND AREAS WHERE EXISTING UNDERGROUND UTILITIES THE PROJECT ENGINEER AT LEAST SEVENTY-TWO (72) HOURS PRIOR TO USE. ARE EXPECTED OR SUSPECTED IN ORDER TO AVOID DAMAGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND COSTS TO CORRECT DAMAGES RESULTING FROM FAILURE TO 3, NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT WILL BE ALLOWED WITHIN ENVIRONMENTALLY TAKE ALL NECESSARY PRECAUTIONS INCLUDING LOCATING, MARKING AND CAREFUL EXCAVATION, AND SENSITIVE AREAS. SHOULD BE INCIDENTAL 7O THE COST OF THE PROJECT. 4. CONTRACTOR SHALL NOT STAGE OR OPERATE EQUIPMENT WITHIN THE DRIPLINE OF TREES. 3. IT 15 THE OBLIGATION OF THE BIDDER OR THE CONTRACTOR TO MAKE HIS OWN INVESTIGATION AND SATISFY HIMSELF FULLY OF SUBSURFACE CONDITIONS PRIOR TO SUBMITTING HIS BID. FAILURE TO DO 5. CONTRACTOR TO PROVIDE A CERTIFIED ARBORIST WHO WALL DETERMINE ANY ROOT PRUNING AND ANY SO, WALL NOT RELIEVE HIM OF HIS OBLIGATION TO COMPLETE THE WORK FULLY AND ACCEPTABLE TO OTHER TRIMMING ACTIVME5. COST TO BE INCIDENTAL TO CONSTRUCTION, NO ADDITIONAL COMPENSATION THE ENGINEER AND THE OWNER FOR THE CONSIDERATION SET FORTH IN HIS BID, WILL BE PROVIDED. 4. CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM PRINTS FOR CONSTRUCTION PURPOSES. 5, ALL DISTURBED GRASS AREAS SHALL BE RESTORED WITH SUITABLE SOIL AND SCUD ST AUGUSTINE SOD IF NOT SPECIFIED OTHERWISE ON THE PLANS. 5. 17 IS THE INTENT OF THESE PLANS TO BE IN COMPLIANCE WITH APPLICABLE CODES OF AUTHORITIES HAVING JURISDICTION, ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES, UTILITIES AND UTILITY MARKERS, WHICH MAY NOT BE SHOWN ON PLANS. ANY EXISTING STRUCTURES, PAVEMENT, TREES, UTILITIES, UTILITY MARKERS OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARILY DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT. SHALL BE REPAIRED, PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER, S. ANY DISCREPANCIES IN THESE DRAWNGS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL ENGINEER ADDRESSES THE DISCREPANCIES. CONSTRUCTION NOTES 1. ALL WORK TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF AND ACCEPTABLE TO CITY OF MIAMI PUBLIC WORKS DEPARTMENT AND MIAMI—DADE COUNTY R.E.R. 2. CONTRACTOR SHALL PROVIDE HIS OWN LINE AND GRADE FROM HORIZONTAL AND VERTICAL CONTROL. CONTRACTOR SHALL ALSO PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED LAND SURVEYOR AS REQUIRED BY THE CITY OF MIAMI PUBLIC WORKS DEPARTMENT. 3. BID PRICES SHALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS COMPLETE IN PLACE, TESTED, AND ACCEPTED BY THE ENGINEER. 4. THE CONTRACTOR SHALL USE SWEEPER (USING WATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLUNC AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO 00 WORK. 5, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING INLETS AND CULVERTS CLEAN OF DEBRIS AND ANY 07HER MATERIALS USED DURING CONSTRUCTION. THIS SHALL BE DONE DURING THE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL EXISTING LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 6. CONTRACTOR SHALL CONTACT SUNSHINE AT (800) 432-4770 AT LEAST 48 HOURS PRIOR TO PERFORATING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. 7. ALL TREES TO BE RELOCATED OUTSIDE OF CONSTRUCTION AREA WHERE FEASIBLE. UNAVOIDABLE IMPACT TO MANGROVE TREES ARE TO BE MITIGATED IN ACCORDANCE TO APPROVED PERMITS. 8. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS LISTED IN PROJECT SPECIFICATION (WHERE APPLICABLE). S. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES. 10. ALL EXISTING DRAINAGE STRUCTURES AND PIPES ARE TO REMAIN AND TO BE PROTECTED UNLESS OTHERWISE SPECIFIED AND APPROVED. 11, CONTRACTOR SHALL IMPLEMENT AND ENFORCE ALL NPDES EROSION AND SEDIMENT CONTROL RULES AND REGULATIONS. 12. CONTRACT SHALL INCLUDE IN THE BID PRICE FOR CLEARING AND GRUBBING, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOOT 2020-21 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH THE 2020 FD07 DESIGN MANUAL, AND SUBSEQUENT STRUCTURES DESIGN BULLETINS, THE FOOT STRUCTURAL DESIGN STANDARD INDEXES/DRAWINGS, AS AMENDED BY CONTRACT DOCUMENTS. AND ALL SUBSEQUENT INTERIMS. ENVIRONMENT IS CLASSIFIED AS EXTREMELY AGGRESSIVE. MATERIALS 5.1. BULKHEADS REINFORCED C.I.P. CONCRETE CAP: CONCRETE CLASS V(SPECIAL) f c - 6,000psi, WITH SILICA FUME. METAKAOUN, OR ULTRA FINE FLY ASH. CONCRETE COVER 3-CLEAR COVER, COVER DOES NOT INCLUDE TOLERANCES, REFER TO FOOT SPECIFICATION 415 FOR ALLOWABLE TOLERANCES. PLAIN DIMENSIONS ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED. UTILITIES 8.1. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. 8.2. FOR STORM DRAINS AND OTHER UTILITIES, FOLLOW GENERAL NOTES ON PROCEDURES INVOLVING EXISTING UTILITIES. JOINTS IN CONCRETE: CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER. CUT AND FILL OPERATIONS 10.1. THE CONTRACTOR SHALL NOTIFY ADJACENT OWNERS AND INVOLVED UTILITIES IN WRITING TWO (2) WEEKS BEFORE EXCAVATION OPERATIONS BEGIN. 10.2. QUANTITIES FOR CUT AND FILL SHOWN IN THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE BIDDING. 10A. ANY EXCAVATED MATERIAL THAT IS DEEMED BY THE ENGINEER UNSUITABLE FOR FILLING SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN APPROVED FACILITY OR DUMP SITE. THE COST FOR DISPOSAL OF UNSUITABLE MATERIAL SHALL BE INCLUDED IN THE COST OF CUT AND FILL AI MARINE STADIUM T RAMPS r 900 ANvmLfo Ctrde S.Ii: j c: t Gal.. 1zwtd I CODERSERG, INC. a. ] 1 -pfp6 FN ., ar..-Evov j 29DO2 ar oeei�' ;.WTI Ifu GENERAL NOTES shm P-2.0 Submitted into the publie reCOTd for ite (s) on City Clerk j'JEYY 8(}AT• RAMP FACILITY 4�� � "�r1. ;. r'I,;,r ,.t}+�f r+".i ��.r,��,;.'i. ��•�i:-E: �p'wU����s^j,�s i �.. ��t'3 41 EMOLISH AND REMOVE 4v EXISTING RIP -RAP WALL PROPOSED RETAINING WALL �y c 4 (SEE DETAIL 1 ON P-4,0) / •.. + f . ,�. �t, n R f {p�, *I[d} fT�l I 1_� ��� l 1L. L= L., + y� ASPHALT PAVEMENT I RECONSTRUCTION (SEE SHEET P-4.0 I FOR GRADING DETAILS) - �[,a+� i "�-+�_ti'�,..r.�.�v`�-lv� '�� `bF.r•.v--.Lr,t-��'�-f_-1-�,_g - PROPOSED UPLAND GRADING ! SHALL MATCH RIPRAP 1/ti • PROPOSED S.O'(NGVD) . GRADE ll LINT n� {T _ �^ �° far . Rs�j{y 5 y4!_r 4�'i it i... a i I T i �„a `ti'1 {r L �� Lid... a }� a�,� �l r _ 7Cz , t., 1-" (: .., �.. • G-. tu 7" tj '1 n' _ L ° i-� � -. I-'' . I ((� r. •.- fT M1.1,.P-.A Z „ j.�l{ '-I"�' �p-rY 1 u•` 1 11 MARINE STADIUM I T RAMPS j{ U3M1LSIX CAYa£YiAY iLOPmA +u.. Ip V A4=bm CNde Sulto 00 urd Geblm• FlertdG ]Idaarae° n30.5-557-199& .: SOS-M7-1771 "UMMINS CEDERHERG, INC. . 7sw R.o RDr . wim n7 Sd4ila a RtlItlCA =43 >srx.0 ' .fa15•o94-.pa9 F w.w.aoas 2N62 acau wA 51TEPLAN �' ° P-3.0 pivvrxVK 1ftiF3rRf1wfffrF RArl+x6 140F, +vi: r+"e+n +rrrrr rerF r rrcr<Fr rxrrer r.p w. arFv. s.a vrrarasea r„�wrrr w;ur vvr Sr IOil .xvF+iFr+r RFraxsravcrrux rxvcx �o+r { FRgN d.R TO SO NCVa kfipm" rp ys[r ro varnr Msrr+w Fkr31';1-- y clev+u+C f �v DETAIL 1 PROPOSED WALL. RETAINING PROPOSED GANGWAY, TYP PROPOSEDD CONC, BOAT RAMP, TYP. r. 50 EXIST. CONC. J—_2.0 BOAT RAMP TO ti O BE DEMOLISHED gar' A Mean High Water,Line f]— NAW 68 Devotion 0.18' Crete Ram? NGVD 29 Elevation 1.74' C h f I 3.aD' •'� ! f/ PROPOSED FIXED !r" r MATCH EXISTING' DOCK, 1YP. j ,(r ELEV. 2.59' tELEV. +510') r.e �5.00' EXIST. EDGE OF PAVEMENT r I i' A' Submitted into the public record fo item(} city ci 11 City Clerk onr g,06'� PROPOSED GUIDE PROPOSED ELEVATION PILE, TYP. PAVEMENT AREA TO RECONSTRUCT PROPOSED FLOATING DOCK, TYP. �IKtyh Wafer NAW SB ESevntros+ 6.18' a NGVD 29 Elevntlon . �e9e ei Wa� �: 5 PM ■ l31'-7* �o � � 4 O'i', �Vegekal�on tine AIL. 5LOO' a 77.5 "5" Conczete ■ �a8' G UPLAND GRADING SHALL MATCH 4 PROPOSED 5.0' (NGVD) GRADE LINE i e --iw HaS & Disc R, 264 E 9288 92 NGVD 1929j 5.66 ❑ ❑ .13 Wm s+r� PROP. RETAINING WALL — SEE TAIL 1 t ON THIS SHEET EGRADE GRAVEL w: TOP OF WALL AREA. TO MEET" ELEV. 5.00' . EXISTING GRADE arch IAMI MARINE STADium OAT RAMPS YS Alhpm6rc CFtle Sane M Nd Gd61er, Flprldp CUMMINS CE0 E72eERC. INC. cJN2m ROAM SURE 01 —a4.aRR* 314 N'Ye w4YIN`.,CiL'FABmtc- DOA ! NM9 au* nns GRADING PLAN P-4. 0 Y y 1 y' �s F I• 1 .'f - r5' r 3 ... en 1 1 F M M TURB}D17Y BARRIER iURgfDI Y 9AAR1£R NOTES 1, .TURBIDITY CURTAINS SHALL HE DEPLOYCO IN A MANNER NOT TO ENTANGLE OR HARSH MANATEES. 2. TURBIDITY SHALL BC MONITORED AS OUTLINED IN THE RCCULATORY PERMITS, 3. TURBIDITY BARRIERS ARE TO RE USED 1N ALL PERMANENT BODIES GP WATER REGARDLESS Of THE WATER DEPTH- 4- NUMBER AND SPACING OF ANCHORS DEPENpENT ON CURRENT VELOCITIES. S. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 6, NAVIGATION MAY REOUIRE SCGMENTINCi HARRIER DARING CONSTRUCTION OPERATIONS. ERDSIONISEDIMENT CONTROL NOTES THE PURPOSE OF EROSION CONTROL IS TO PREVENT POLLUTION OF BODIES OF WATER ON OR ADJACENT O THE PROJECT JECT SITE, IN ADDITION ERDSION CONTROL O SHALL PREVENT DAMAGE TO ADJACENT PROPERTY, ANO WORK IN PROGRESS. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO CONSTRUCTION. IT SHALL HE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROS70N CONTROL DEVICES PERfCIDICALLV AMC) AFTER EVERY RAINFALL ANY NECESSARY AEPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, F BISCAYNE BRY� lic submitted into the �h ` recur d f� or *m(s)ty i Clerk can c� 1E��-�3�.—• FLOATINIC TVASIDITY HARRIER rq r r' 3•. J rp'a •. lr ly �k�� �D��R'f PJ[ FABAIC ISOO PS7 TESF}) A!vfNTL SHEATHED EAW STEEL CABLE 19E00 LBS. OREAXIND STRENGTH} WITH CALVANIZED COMVECTORS (TOOL FREE DfSCONHECTI CLOSED CELL $OtfO PLASTIC FOAM CLOSED CELL SOLID PLASTIC FOAM FLOTATION IV OIA, EOUIV,J (12 LBS. FLDTATION ((H' 111A. EOUIV.) LIT LOS. PER FF. BUOYANCY} 1) PFA FT. HIfO,A,, �kFlNF?kCEf1 T MR ROP aV[[ FA��RI� rC.AAVZED n $TO- {SIIIG C PANEL FDA DEPTHS S' OR LESSA STD. (ADDITIONAL PANEL FOR DEPTHS S),IN TD AEACH BATTD51 )IF rO DFPTFiSAF7DFEET TWO 12) PANELS TO BE USED FOR DEPTHS OF THAN IO FEET UNLESS SPECIAL DEPTH CURYAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE Er.'C;fI6cR. FLOATING TURBIDITY BARRIERS +6 MARINE STADIUM T RAMPS mAOMt =$ONAY namaA mum 26F Ml,t b a ChKc Sutic 9O0 Curd Gebl-, Flul6p 831" Ph— 305 367-1686 1— 305-567-1771 CUMMINS CEDEREERC. INC. 7WO RD RAW, sure Pn 9pIR+MVY41rAWCa MiQ Mt ♦S JM 741- IU W-97+-1Mv ou F70" "SHM bhe CONTROL MIMT P-5.0 Submitted into the public y re-cord.for it {s) Ci jty Clerk c �r MIAN.I MARINE STADIUM BOAT RAMPS AREA OF SEAGRASS IMPACTS, RO��e"O� �"�-�"r kOC %14.0 1SUY A+yk AREA OF MANGROVE SCRUB IMPACTS- ®O� •moor,§ro LFdo w:1ee -PER PERM SURVEY PERFORMED ON Corcl Cvblm. noddo 08-07 2p1s v� Fmc . ao5—s6a—,aea aus—say—,n, AREA OF SEAGRASS u RNE WNUR UMIhS CWER9ERG, WC. 7.'w'0 9p, IMPACTS 2,759 SF FL Wii TMk A A ?�yuu?It 3o 97 -,oeo _+a i r acawwsomo+veaeem / zp•es 1% . . . . . . . . ----- Mean High Wofer Line F]— NAVD 88 Dmtion'0.18" -� ,, '• + + w. NCO 29 ElevnUon 1.74" ,'�• ' � ' •..` ! } ► Yam* ` + AREA OF MANGROVE SCRUB IMPACTS 4136 SF � �••. / � Ci PeO.CSi NA '.9f10+.ta i���` �t7'+Yw " • 1 n i- 'i dT % ENVIRONMENTAL IMPACTS General 1.1. The work sonars of Wr d'ag all CWSWUcJ n, labor, equipment mateflal and Operations to connection aYJ the repair of the seawall and related!lmprovemenis as shorn on lhe5e drawings. 1,2. Any discrepa net" in the plane win Ina Feld crmellWns am!] be bro» Qht 1n me Innedlate attention o; the Engineer, Construction shall Flat aaMlnue umd the Englreer has addressed the diecrepandes. 1,3, The contractor shall lake all naaessary precautions to protect existing siruclures in the project viieinky. Any damage to private a public property wvhln the project viclnty, inetudlnp slaglrg arias, Nark and access areas shall be repaired promptly by the Contractor. ,any damage as a re$kK of 1" Catfunners operations shall tie repaired at no oust go The Owner- AN access and staging areas shag be kept new, Orderly and In a safe manner. All access and atft areas shall be restored rothe pre-censbuaean conciRlon upon project.compkllm at the coat of the Corenctm. The she shag be restored by remowLng and tinishrnp all eMldence for consul-lm, In the event ihfrastrodure (such as vrutkways, ssdewalks, lenses, vegetation, etc.) Is mrapo,u,lty removed or reloc ma or mere la unauthorized damage to vegenallon ands[ focgities by the Canrradbot. the Contractor aftau reslare all damage 10 Structures and natural leagues to pfe coni1rucilon conditions. or better. 1A, Udlplea are not shown In the palms. Contractor Is responsmle for locating all prtmenl uTLges ON to corstucslen. 1,5, Contactor Is respoaslWe nor pcovld;n7 proper dearanoe and proteC.lon to a%overhead wires a not owinual—, 1,s. The C%wema Mat exclude the public from the work areas kt me knmedlate Wdndty of operaticm COW clor shall provide appropriate safety measures to protect the pubic. 1,7. AM new/structuml work Including concrete and mInibrcernent shag be accurately Peter measured and dimensims verified by the Conitsclor prior to kadarirg materials. Contractor Shan be prepared to 3ke Bold 2DOM hems Ill accuraely nl the new vrtak to mxsling Condtflorls. 1.a. No pamalwoeon shall Commence urnll air required permha and approrals have been secured and the Conlractof has teen Issued Notice to Proceed. 1.9, Atlent:ora Is directed to the fact that these plans may have bean Changed in size by reproduction This should be considered when obtaining scaled data. 1.10, construction wor[Sri all be e.xeouted In accordance Win as local, stale, and natlenal buYding codes and governing regulaflom.FDEP, USACE, and Miami Dade County. Contrac[orsnall adhere to a8 conditions of Me perml-5 and exemp!WrK. Layout and Testing 2.1. Al consimetIm stakeout shall be performed by and paid for by the Contractor under the supervision of a surveyor registered In the slate of Florida. All testing and inspection lor concrete materials shall be In accordance wwith FOOT spa9Rwflons and shall he Performed by an lndeperci nt lesling laboratory. Demogtton 3.1. COmrawor shall verify the earenrs, ldcalkln and quart'aftes of existng elements to be removed. 3,1 Aft debris WBmn the amllb of the project shall be hauled off site by we Contractor, as directed by the. Owner, and disposed of at an appmpHate fadity, 3.3. contractor shall notdamage any struaurat componanis Myanu the demotltan requlremenms depicted in these draAings. Anydamage shalt M repaired of the Cordractars expense, CCncrote 4.1. Forms for Ibis work shall he made of ekher wood w nutlet They shall he stalghs and Iles of warp cr bends, Tray, shall have stiff 'ent strength and rigldity, when staked, to resist the pressure of The Concrete wruhou Springing. I wpaden forms are used, they shall be of adequate OmCgon and shall have a Bat surface an top. Farms shag have a depth at least equal to the vertical dimensions for the depth of the sanacte beling deposged ogalnst them. %wen ready for the concrete to be deposited, they nail not vary from the approved One and grade. and shall be kept so umll the Concrete has set 42 Jul FrIm to plwIng the concrete any wooden foms shall Ce moistened and alt steel retnfordng shall be Fumed with fresh water. The corral& shall be placed In The Owns; arc tamped In place so trial all mmlycombs will be bfirnhxlted and satllcleml monar arm Qht to a smooth even Finish by means of a Boat. 4.3, Contractor shall be prepared to place concrete of lower members of the marine 81ructu ro5 In submeroed candxrons WlWr4j;remle methods at no additional call. 4, q, No concrete shag be poured during unfavorable vaeather W sea cordil erns. 4.5. Alt wool shall have a minimum of 3 Inches concrete Cover, unless omonr.4c noted. No chairs or other metal shag protrude from SUTlaoe of concrete. 4.S. Cast-ur-place concrete shalt be a minYmum of S,WO PSI aampressiwa strength at 25 days. Water cemard. ratio (wfC) shall be teas than er equal to 0.4, Provide m:x design for a Class 1V conorote Ipr an celemcly ag inglu va (main g) enutoraneM in accordance Win FOOT speciRcallons. Provide sufficient amount of fly ash and Sill= turn& to the cement content. Contractor shaft pro-rlde ml%deslgn to Engineer for approval 10 do" prior to cnnteete placement 4.7. Na "lot shall be added Ill conuem M the job sire unless authorized by IM En&lg er or Special fospeuor. 4.,0. Whin surface, Finishing Is corrlp'eted, the Wrurqure shalt be protected against ware splash far run days and cufed per appllcabte paragraphs of Section 4WAS of the FDOT Standard Speoigpatlons, Cur" shall occur for at least 7 days. 4,9. A surface, pcne"Int seater of aticyl-a" 54ane classi6Callon, such as BASF Envimsea4 err approved equal shag be applied all exposed =Wale, 4,10. Apply Stint Armateo 110 banding agent or approved equal, at cortstructlon Joints prior to placement of new=Wei@. 4,11, Components not eanstruded according to these specifieadons s-'tall be removed and replaced properly of the expense of the contractor. 4,12, The faces of the finished 5trmcture6 shall be Inge, sfralght and of uniform with, fide from humps, sags, or ogler Irregulanites excerpt as spectned In the plans, The Contractor shalt replace any deficient segments. 4.13, Concrete FarmvWkem and F1nlShetT The WMrselef shag supply a S.Nia nt number at experienced Concrete mcmwarkels and fmishem In Order go complele the w4lrlt A cor,emle foreman who has a Inorough underslanding of the plans, specifications, and referenced speclfcahms snag supeMse all fairmyorkers and Bnlshers. No sub Iardard workmanshlp Wg be accepted. Noul de standard fight broom OMsh LI,N,a. 4.14. Concrete Trinspcna;lon: Cancrele delivered from a ready mix ptant shall be transported in accprcence to FOOT SemkIn 3ASA I Cmucta that Is not placed in the form within the spedited time IImlls will be *Wed and not Included In Rae work Contractor shag bear all costs for i6eclad concrete, Concrete shall not be planed In the I&rrala until the reinforcing steel placement has been approved by The Engineer, 4,15. Reinforced Conemle Materinis Testing: The Contractor snarl have an Irdapendent lesling laborntory, test Ob concrete used In the warX The test scull include 7. 14• and 2S day Compressive strength Tests. The resuhs shall be supplled be the Engineer, The „esis 9half he In aeooadanoe with ASTM Cal, C39, and C617, 4,18. Adheslvc banded dowels shall be Installed in accordance with FDOT $motion 416, 4.17, Precast conuam shalt attain 20 day Comprehensive slmnglh rc a 6k5L 4.10. Precast ramp slabs may ere else ast. All what precast elaments shad he oast off site, under pant-conua6ed domilldns 5. Steel 6.1. Ali reinforcing bar shall canter." to ASTM A615,. Grade $0, deformed bars free from loose rust and Scale. S.1 Relnforckhg West, supports, and tie w[re shag be nalr-dipped galvanized In accordance -All ASTM A767, 5.3. N.MFit or CHROMX 4100 sleet can be used as an alternate la hot.dipped gwan=ed steel at CpnOanons aptim, with no additional coal to owner. S,4. $Wei shot he placed as shown In the plans. Al accessoneS shall be plasle only to support mWordng exposed to mmather. Alf feinforoing steel sha8 be accurately located and 11rrtdy held In place before and during rile place of concrete. 5.5. VuWM shall conform to ASTM Al 85 at A497. 5.6. Contractor to allow 1VA additional reinforcing steel to be used AT engineer's diScralion during construction. I. Concrelo Ptics 6.1. Pilo: shall be 14" square presvessed concrete elks with 0) fAB' dameter Strands, grade 270 ksk LR5. 6.2, Concrete to be mhdmum %,ODD pal, and follow FDOT Cbss-v concrete spe il=lrans. Mlnlmu cuncrete Cover to Internal reinforcement shall be 3" on all sides. &3. Piss shun be driven a minimum of 20 feet. Pile logs shall be recarced for all driven piles 6. shall he submitted to engineer for approval prior 10 Oita Cut-off or cap pour, 6.4, Piles shall be cut et! at elevations shown In the plans aryl Sections, herein. S.S. Contractor to submit shop cravings for cmuete plies. 6.6, Peesshall be from a FDOT certi led faolNry of prestressed conemte products. 6.7. POIng shall be fnslalled In accordance wNh geotechnlcal report, unless otherwise need. 6.0. Refer to fledechnicaf report by NV5 dated April 24, 201S for soil poring logs. 6.0. Piles may be pre-punomld Wt must he driven to anal tip elevation 7. Tidal Data 7,1. Contractrn may need to adjust his wank plan to amount for actual water levels and chwging water leuets. The sum may be subject to variable wave and surge conditions and it S the fesper stbikgy of The catiractar to prov]de temporary support for marine strudwes and shoreline during cansuvaion Tidal data obhtlned from Vlrglyda Key, Florida Station ID 8722214, 8. Submittals 8.1, Review of submittals by tilestructural engineer IS for general conformance wah The design =npt as presented by the Contract documents, No detailed check or quanitoes Or dimensions Wge m bade. 8.2. All shop drawings must bear evidence of the Coneractw's approval prior to submigtng 10 the Engineer. 8.1 The fallowing mhumum suhmidais snag be prepared by the Contractor and submitted In the Elrgineer for review and approval prior to related Corrslmullon aatNky: 8.3.1. Schedule for Completion or M with tasks and duMIW,,s defined 0.3,2 Defvlagtlon Methods S Dlsposar Plan 8,1& Concrete Mix Design 8,14. Relnforrang Sleet 8,15. PcecW. concrete puesAlabs e,3.6. Floating pocks (specialty enguneered Item) 6.17, Rockflinvel 9.3.8. Pile caps 8.4. Submlttals for specialty engineered Rents shall be slgneWsealed by Florida Prafesslorial Engineer, 9. Design Criteria S,1. FSC 2014, ASCE 7-10 uncompted wand vWt-175 mph. Valid = 136 mph, Risk Cat II. Exp. D. Gcpl - D 9.2. occupled Wind V- 4D mph (sustained) 9.1 DockMamp ILL = 100 ps(. S.A. Design Vessel LOA-4V 9.5- Occupied Ways Ht. = 1.5IT 9.6. Unoccuyled Warm HL a 2It 9.7, Storm Surge e21 (Mean Range HOAA) 11,5. FOOT st4 spec for road S bridge construction, 10, Rookmimwalmmnt 10,1, Proposed rock aquroeta) must be approved for use by the erngineer prim 10 the Submitted into the public record for iteip(s) = ,7 rity '.]ark nh Commentament of the work Once the soufaeIS) for rock are approved, the cone act -Shall not use material from another source without repeating Live cotarpfanee and leas praeedarm In qualify the other source(%}. 10,2, All rock shall meet the following minimtam requirements, contractor shall be re5 nstole for providing quarry certifications and performing quality tests on all rNX 10.3. Cleans sound, and durable, and free from fractures, Inclusions, voids, or other dclects, free of earth, day, refuse, or adherent coalrngs 10.3.1. Minimum spedrrC gravity of 125 (140.5 pci} 10.3.7 soundness 15%max loss (aligns CBS) 10.2.3, Such character that g wilt net disintegrate from the action of air, waier, or the conditions of handling and plocing. Maximum abrasion less of 50%(asrm c131) 10.3A. Rough angular quarried marerlai frAth a shape that assures interlocking with adjacent rock TOA. All took WO be sAW to orwske random sampfng and testing (Including random drop less). Rock that does net conform In specula gravity, structure and other draraaulsllo i"llimments Wit be rejecfed. The presence of unsudslaclory rock or objectionable lamIgn material In any Of conmiuw provLleo rod* wAl be deemed sul6clent reason for rejection of mk e eatire road of me Any such road of rock shag be Immedialely removed from me age at the eon[radnr's expense, 10.5. Rock used for the revetmeol catstruction shall conlcontemnto the following size ranges: 1",% Walght H-260 Ime 1052 Nominal dimension: l-1.6IT 10.5.1 The least dimer..lon of any rock shag not be less than oncalyd (Im) e1 the greatest dknersion of that rock. Square or Bat rock shall not be accepted. Rock size shall be taken as the average a(abe rock`s maxlgwm girth meach measured fn eaof three perpendicular aces. The ir*place rock shag be well graded and represent the mN- nl size specified. 11. Geoleclurd-I 11,1- Subgrada for ramp slab shag he prepared In aCCmdance wATh geateCMlaa1 report by NV5, dated split 2D10. 12. Lumhcr 12.1. Design is in accorcianco with 2017 Florida Bulfding CDde & ASCE 7.30. 12.2. All dknensianaI lumber shall be pressure sweated, no.1 dense grade SYP or better and comply with A,LT,:C. 309-69 spegi6talion5 unites ntherwlse noted. 13. Gootektlla 12.2. All dimensional lumber shall he pressure treated, no.1 dense Erode SYp or better and comply with kLT.C. N19.69 speclflcatiOr s unless ochcrwIle nelcdAl I "ancelle to he Mrrafl 060n or approved equivalent. 12.3. Install ecorextife as Indicated on the drawfngs and In accordance with the manufactu refs knsuucliona 12.d. Plane ScateRrIfc On smooth graded surface approved by the enelneer. place geotatnile in immediate contact with the prepared 51OPe such that there are no voids, in such .manner that It well not be excessivehr Stretched or tarn Upan Platement of WOrlyln0 materials. 1.2.5.. Anchor the geotextl to using anchor pins recommended by the manufacturer. 12.6. Jain geotextite sheets by owedapplog a ml nimum of 3 feet, AaaREyrATIONS ACI WERICAN CONCRETE INSTINTE ASTM AMERICAN SOCWN FOR TESTING AND MATEWLS caNr cGNrwuDus COKrO OOMMUED CTD CEKTERED FWP FLORIDA. DEPARTMENT OF EVA"ON-ENTAL PROTECT" ROOK RLORIGA DEPARI-IAM DRTRAALSPGRTATIDN KSI Im PER SQUARE IW" LW LEMCa OVERALL MHW MEAD KICK WATER ON MINIMUM MLW MEAN I-M WATER I Vl) NDRTHAMERIGINVEKMAtgAYUM NCMJ HAT09AL GEUDEM VERTICAL DATUM PERA PERNITThTL ENNRLNM€NT, Arm REGJIATDRY AFFAIRS Psi POUNDS PER SU1rAR6 won TYP TYPICAL Us E UNITED STATES ARMY CORPS OF ENCINEERS M WATER+CEMENi RATIO urm UNLESS NOTED OTHEAMSE SYMBOLS LEGENQ VE RTICAL DAT,IM DIRECTION DF VIEW Sum.. ID 87732----4 FOR SECTION. CUT y BMHW LINE SECTION ETT R SECTION CUT 1.74' 7SFRW SECT1OPd ISHON DETAIL NUMBER O.O' NGVD 1929 DETAIL SYMBOL SHFETWHEPE -8'31' !MLW LINE DETAIL IS SHOWN norm - MIAMI MARINE S7ADIUM BOAT RAMPS nuu�wxr rxu. rbolro. xa+os TY-LJN[WERNI7TIONAL = Aavmxu Ciro, Sol. Sac Carol Gada4 Flur4t 33134 Ptnr.�e; sosssr-:arm Fae•. pas-Sa7-lilt CUMMINS CEDERBERG, INC, tslQ••REORou,sutE per aovntwwA am.wpr+s Ter:-ImtwarurAx -r wsarraim wAwv.nAawwxcxueeAa.ww wArrra. s. TAn4R. P.r xte: ra u ern¢ GENERAL NOTES CM— l.V 40 Y [. +�f F DEMO ASPHALT AS - Af °� r REQ'D FOR NEW CONC. RAMP 01 ",.{/ d � D(IST. CONC. RAMP TO BE DEMOLISHED fl Poyem�L r � a 5' COO to DEMO ElfIST. REVETMENT AS REQ'D FOR NEW 7� RAMP IMPROVEMENTS k' �Iuh nittcd into the public --:cord for item(s) - - 1i City Clerk I. SURVEY BY E.R. BROWN & ASSOCIATES INC. DATED ON MIAMI MARINE SYA=M BOAT RAMPS 2. HORIZONTAL COORDINATES ARE BASED ON THE STATE ww.nusm. wr. Q 10 .0 PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE NAD GRAPWC SCALE 83(1990) 'TY- GNAL isxr�: i^ ao 3. ELEVATIONS ARE IN REFERENCE TO THE NATIONAL GEODETIC VERTICAL DATUM, 1929(NGVD29).c +m ""' Fes; ypS.SgT-a Tl+ TWINS CS; ERBERG. INC. +y !'S0C �- f etln high water c1m, */' NAY] 8B gevtltion 0.1 tyGyT3 29 Elevtltn 1.74, •� 3�`wx �', �Vegelntion Lino� i h %�° y 10 fdtlif Oise x y ty,g5t35A9.�8 �. 4 E 928B3O•HGVD }929) ro yw g 6sa x vow Ain9EXISTING ' R CONDITIONS & DEMOLITION PLAN CM-1.1 EXU FLOATING DOCK f f• �r e C PROPOSED CONC.�� BOAT RAMP TYP Submitted into the p blic record or ite (s) r 2 r1 PROPOSED CLEATS 12' O.C. BOTH SIDES, TYP. tfa,o A ALUMINUM LADDER, TYP. cam'' PRPOSED GUIDE $ 9' PILEO, TYP. 7$'4" 33'-0" PROPOSED c GANGWAY, crk TYP, a PROPOSED CONC.' o - FLOATING DOCK, `�.._.,.lapO. t o � f ROCK REVETMENT ab .' ' • APRON _--[- [G r y t ca ' BENT q'31 TYP. a Mean High Water Une +A- I NAVO 88 Elevation 0.18: = 3!'-C" 20 4" NGVD 29 Elevation 1.74 c� o o• � a � Q o PROPOSED FIXED CONC, BOA] n DOCK, .TYP. RAMP i " , (ELEV. +S.D') V N N 5f3575.58 1 REFER TO SHEET CM-2.4 FOR GRADING PLAY. t� E 928756.79 i SLAB NOTES: 1. CONTRACTOR SHALL ADD REINFORCEMENT AS REQUIRED FOR ,� 7" C.I,P, CONC. SLAB — LIFTING. PROVIDE SUFFICIENT HOIST PORTS & BRACING TO AVOID W1WWM 5X6-W2.902.9 L CRACKING PRECAST SLABS HARDNING. MID -DEPTH £ 2. CUT LIFTING INSERTS FLUSH WJ CONCRETE AFTER INSTALLATION AND COAT W1 EPDXY a 3. PROVIDE h' V-GROOVE FINISH ON SLABS. -e`*+ 4. MINIMUM PRECAST SLAB WIDTH SHALL BE 2'". 20' lit INracx= MIAMI MARWE STADIUM a ►l�� BOAT RAMPS NY�U�kKf4F[u:kWr "'•�f�RUG�]N]s 0 10 zo GRAPH TYL.ILVINTSR!ATItJNAL 11X17: 1•=20' 20a µwrby Vv, swla= C .I a�-, FMU J}1]e P;WXA,•,6a Foe: ]ti567.)7T1 wWi"[!, rrlp GLPMMIN&rMER®ERG. INC. r9:AAFl1 N61').. 6NTC:aP YGf,N F RAaWalan )r>wt engm� a n � CONC. " Z7'--6" C.LP. CONC. x CURB, i N 553564.04 RAMP SLAB ABOVE T O, E 928842.01 MHW IV" R S I^^ QUANTITY TABLE TOTAL RIPRAP VOLUME 9n CY! a TOTAL LENGTH OF RIPRAP APRON 245 LF PRDP05ED RAMP ` PLAN FIXED DOCK AREA OVER WATER 416 SO. FT aeeraao FLOATING DOCK AREA 96D SQ. FT CM-2,0 �a I � T 70'-4' 17'-O' 7'-0' Submitted into the public record r item(s);r ��:Da ) n__n _ C'iry Clerk PF„'K W MIM; .'URINE S7ADWM zi BOA7 RAMPS JFx 2r PROPOSED GRADE TOP OF RAMP 6" PRECAST CONC. RAMP (SEE CIVIL) ELEV. +3.0' NGVD SLABS ON GRADE WITH �4 012 EA WAY MID -DEPTH ][35T GRADE . ........ C I P COHC,, SLAB, PRECAST ° `f CONC.-DECK TOP OF DOCKMO pN GR E, ABOVE f 0. . ... ,SLAB TYP: ELEV. +5.0' NCVD - . h 1- ---- ------- _. ----1-7 IgLiY -6.31" RGVT1 ---, --- -----.-------- �« -------------------. - ---- -. -� __ --�. _ ----_------ . . ... . ... . CONC. PILE — �. 3-.. SLAB JOINT WITH . . . . ... BEYOND,.Typ_ .. COMPACTED.&7.. .. . 9" TYP. GRAVEL •FILL: TYP. .. . . 50'=-0' RAMP - 8N.tV SLOPE � LCNG17UEDINAL SECTION A \—SEE S T1DN, SCALE: 1:6 (1IX17) CM-2A TMP' e CM$ z 1 } 48 -D" PVC CAP, TYP. :J TYP. ��.KCAWPELEV. GUIDE -PILE, +14' HINGE BOLTED CONN. W/ 2 TYP, RUBBER GASKETS 4'%3O' GUIDE PILE, GANGWAY CDNC. FLOATING TIP DOCK SYSTEM . _ TYP. 10 �...::: PRECAST SEE .MTAIL W17-....... ....... .. ............. G�NC. - I~ GANGWAY �. R/uEP n . •SLABS .... .. .. ... .. ... .. .. . # .... ALUMINUM 5 -- E EV �5i GRAVEL' , ------ -- ------------------- ------------------•--- -- --__ - ------------------------__ _-_ - --------__ »_ ---------- ------ G PONTOON ... 2t 6` ... . ... 2O` MIN...`.......... . . ... TOE OF-RA}JP 1.5 -MIN: JOINT .. .... i1iN.......... 1 EMBED.. .......... 7QE' BREAK .... �1 . £LEV. -4.9 NGVD .... . . . . - 3 ELEV. -3.25' _5 2 NGVID A`-0" �GEOTERTILE 10D b TIP ELEV. -30' NGVD, TYP. K R Nr 6H:IV SLOPE LONGITUDINAL SEC710N I H 1 SCALE: 1:6 (11X17) GWI-2. T Y-Lir,11NTERNATId!d.SL N1 NlumCa Grclo Sne $p1 c� cams sw.+eP r„x F : 305557-5n'1 CUMMINS CEO MBERG INC raa Peo rauw �u,c: Ta - ww.��atrnave cw cFrrm�eac:c� CM...rx. I S T�TIOR-PE.icP:i ' trine BOAT RAMP LONGITUDINAL SECTION 1— C M-2. 1 HOOKED PILE CAP - REINF. 0 ENDS T&B eT 1 LAYER RIPRAP 7MHW-t-1.74- -_VO-------- MLW 031'0GVp� �( 5. O" PROPOSED REINFORCED CONC. DECK E TO BE INSTALLED a-z.a ELEV. +5.0' NGVD PROPOSED REINFORCED CONC. CAP TO BE INSTALLED 4'-0" ROCK CONC. RAP REVETW-ENET APRON 7" •CLR TYP- 1,5 MIN ISEAGRASS TRIP -RAP FLUSH W1 GEDTEXTILE z a RAMP 0 FLOATING DOCK. BEYOND. o� ` W 14" GONG. PILES, TYP. 1 TO BE INSTALLED SEE DEPAL M•z 2 -8 s11P ELEV. -25.0' NGVD .] DOCK SECTION B i SCALE: 1:3 (11X17) IQ Iui-2. GUIDE PILE BEYOND, T; 12' HOG CLEAT 16' O.C. 8'-C" MAX., TYP. o CONC. FLOATING z RIC SHELL DOCK SYSTEM, ® (6 SIDES) TYP. COW. FENDER, +' TYP. t— _ - - -. -- MiiIN = +134' NM --------- I_ y ML1Y0,31' NCVD _ FULLY ENCAPSULATED r SOLID POLYSTYRENE CORE DOCK SECTION C SCALE: 1:3 (11X17) M_y, Submitted into the public record for i# n(s) Y MIAMI MARINE STADIUM BOAT PAMPS PROVIDE 115 TRANSVERSE: BARS SPACED AT 12" TYLItVINTERNATIONIAL �m wvrce�a csaa su eat G.D. MAX. c.nla.e><., x.e>ss.sr Fmr. 200 50-1 m FLEXURAL BARS CUMMINS C£9ERBERG, INC. nwaea moan su,esv Huwa�cwea. u,n rep •r xs Mram rue . r rsal.-rm wxwauuws.C_CUYC+iG.�'� SW.fas! PROVIDE 05 LONG. BARS 9 12" D C TOP PROVIDE 05 TRANSVERSE BARS 'D 12' O.C. MAX. TOP AND BOTTOM 3" CLR TYP, � 5'-D` PROVIDE #6 0 12" O.C. BOTTO}A LONG. DOCK SLAB SECTIO I D x+a a, rwrt..cxa r SCALE: 1:3 (11X17) M-?. T/REVETMENT FINISHED GRADE (SEE CIv11 PLANS} z I{4 (LUSH W/ CURB TYP o 12' x z'-o" 4' BRODMED EDGE cn REVETMENT FINISH PER11- TYP, a TYP. SLAB RE]NF. EXIST. }' V-GROOVE SEAGRASS FINISH, TYP. �•.�� •. � 5 CONT. 8" GEOTEXTILE iY`IIiM $°x$" THICK aecnco ruins asap 15 12" H. THICKENED EDGE EDGE W/#5 B. DOCKS CONT. CROSS SECTIONS RAMP EDGE TERMINATION DETAIL. CW�21 RAMA EDGE TERMINATION DETAILSCALE: 1:3 (11X17) SCALE: 1:3 (11X17) ]�I-2.t l�M-2.2 V $4' — W3.4 Spiral Ties S Strand, Typ. s [Yyp,r '4rKf%s SECTION A -A S" Pilch ELEVATION Submitted into the p4bcri, I recnrord o ec city Cleric J{ --� 5 Tums 0 11 PkJ% 7fi Turns � 3' Plich _ , _,..-:. !-:.. 1• ^!_ A '_j 3/4" x 3' Cnamfer {TYP•) 14"xi4' PILE SPECIFICATION: I. FC' = 5,ODO PSI (MIN) 2. MIN. 3" COVER ON ALL REINFORCEMENT. 3. ALL PILINGS SHALL CONFORM TO FOOT CONCR. CLASS V SPEC. 4. PILING TO ACHIEVE BEARING CAPACITY OF 40 TONS 5. CONTRACTOR TO MAINTAIN PILE LOGS. &. CUT LIFTING INSERTS FLUSH W/ PILE AND COAT W/ EPDXY. PROPOSED P.S CONCRETE PILE DETAIL TYP. i N.T.S. CM-2.6 CLOSURE POUR, TYP. 1 —2 B„ BR TYP. 5" OWL #4 STIRRUPS ® 12" O.C. D CLOSURE POUR EMBED. TYP. DWLSX2'z O C 5 f I 2'4' I TYP. N #7 EF r � I L g � W (4 #7 BARS TOP AND G PILE/CAP PILE CAP REINFORCING DETAIL E SGALE. 1:3 (11X17) CM 2. 3 #5 TOP z" NEOPRENE BRG. PAD, TYP, PROPOSED REINFORCED CONCRETE SLAB, TYP. PROPOSED REINFORCED CONCRETE PILE CAP, TYF. 14 CLOSED VERTICAL STIRRUPS 9 12' O.C. DRILL 9" & EPDXY #B DOIVEL X 1' 9" + HK INTO PILE PROPOSED FLOATING DOCK FLOATING DOCK PLAN CLEAT DETAIL 2 N.t& hM2•� B" SECTION A -A MARINE STADIUM RAMPS TY LIN INTIEP:NATIONA L m, raurcey crew sae xo uni aea.c, sw.i. ]]131 xsssr-,»i _aE E1 4- CUF AIINS CEOERBERG. INC. wu"°r nu"�an iL� • i ]YS z.ta�ss Fu. -t ]Y 9lwepp4 WaY . DETAILS �F r CM-2.3 SLOPE UP, TYi FR. FLD CUT AREA, TYP. FILL AREA, TYP. 91-s. 31,- 6" TYP. N vw 0 ic 2D Gi0naam" GRAPHIC SCALE 11%17t I'-2V PROPOSED RIPRAP. TYP. 17'-g' `' _jxy CONC. BOAT RAMP, TYP. 7' C.I.P. CONC. SLAB Submitted into the record for iteVn(s). K)- city EXIST. -GRADE ... ..... PROPOSED: RAMP, PROFILE ........ W: MKW +1,74* NGVID /-CUT AREA, --TY-P; _Q�31' NGyn .... ...... ........... ---- ....... .................. W. . . . . . . . . . . . . . 0 10 20 30 40 50 60 70 DISTANCE IN FEET FROM BASELINE SECTION SCALE: H 1: 10 V1 :5(1 1 X 17) RAMP PROFILE- EXIST.'GRADE /_P�GNSED 9L1. ;AR . . . . . . Cul-ARW TIP. V-MHW-= +1.74' NGVD MLW -D.31' NW . . . . . . . . . . ... . ... .. ......... . . .. . . ....... ... . ........ ............... .......... I .......... .......... 0 10 20 30 40 50 60 70 DISTANCE IN FEET FROM BASELINE W/WWM W-W2+9X1M9 SECTION MID -DEPTH, TYP. SCALE: H1:1OVl:5(11Xl7) RAMP CURS, TYP. LEGEND CUT VOLUME CUT VOLUME PROPOSED RAMP PROFILE' CUT AREA E2T-GRADE - .. . . . . . . . . . . . . . . F... ... .... ... .. ............. FILL AREA . . . CUT AREA,:TYR WHW ..... . . . . . . QUANTITY TABLE PLAN AREA . . . . . . �J- FILL !YP.- MLW I I ...... +1.74' NGVD 123.1 CY 1.3,323.7 CF 41350.3 SF ............. .... ...... .. . 103.2 CY 2.786.4 CF 3,588.3 SF . . . . . . . . . . . . . . . . . . . . . . . . IT I r�v -Am n pr A 91 C� Y MHW) INCLUDES NEW SLAB RIPRAP AREA ---- I _--- 1 1660 SF 1 . D 20 30 40 io 60 70 ' VOLUME 42.6 CY 1,14B.6 CF DISTANCE IN FEET FROM BASELINE TION VOLUME (ASSUMES A 6- SLAB) B0.5 Cy 2175.1 CF 4,350.3 SF SECTION _L VOLUME 4.8 CY 129.0 CF '5(l ADV1.IX17) 1��-1 DREDGING 15 MAINTENANCE SCALE: HIA MARINE STADIUM RAMPS Berea bk., flwz 311U pro: x5W.leas %.. W%W.07' W MEh4• M CUMPANS CEDERSEFU[, INC. W+rca.00AWICW I PROPOSED GRADING General Notes 1. The use of non encapsulated polystyrene for flotation is prohibited by Miami Dade County ordinance, All polystyrene flotation used for floating concrete walkway or non -motorised vehicle launch area shall be fully encapsulated. 2, The contractor shall furnish all tools, equipment, materials and supplies and shall perform all tabor, supervision, fabrication, assembly, and installation of a complete concrete float system and non -motorized craft launch dock with ADA accessible gangways. The contractor shall furnish complete product shop drawings and calculations for approval to the owner. Drawings and calculations shall be signed and sealed by a Florida registered professional engineer. 3. The folloWng notes are for use as a guide standard. a stmctural engineer licen sed in Florida shall prepare calculations and structural drawings as per Florida Building Code (F8C) with submittal, The design shall provide floating concrete docks for ADA accessibility. 4. The floating dock system shall be comprised of the following basic components: 4.1. individual float units, attached, and forming a continuous walkway. 4.2. aluminum gangway onto the float of the size and at locations shown in the plans. C3. Pilings and pile guides forming the primary support of the floating dock structure, 4.4. industry standard V shape fenders to surround entire floating dock. 4.5. Galvanized cleats. 5. All hardware shall be aluminum or S.S., UNO. Concrete Floats 1. Floating docks shall be of the concrete type. 2. Sufficient floatation shall be provided to support a live load of one hundred (100) pounds per square foot of deck area, with a minimum freeboard of not less than eighteen (18) inches. 3. Floats shall be cast in fors with a smooth, true surface. Floats cast from forms more than 1f2" out of square (measured diagonally) shall be rejected. Floats shall be monolilhiC castings with no cold joints in any pan of the float. 4, Concrete shall have a minimum twenty-eight (28) day compressive strength of 5,000 psl. Concrete for the top surface of the flotation units shall contain polypropylene fibrous reinforcement at a rate recommended by its supplier- s. All concrete testing shall be done under the guidance of personnel certified in accordance with national ready mix concrete association guidelines, all concrete testing methods shall be done in accordance with the respective ASTM specifications and provided prior to shipment. 6. Float modules shall have a minimum shell thickness of 24'1. 7. Walking surface of concrete floats shall be level and flush with respect to the adjacent floats. Provide SS cover at joints. 6. Floats shall be designed to float level under dead load only. The decks shall be within the following minimum tolerances of being level: Maximum transverse slope: one inch per ten feet Maximum longitudinal slope: one inch per ten feet 8, Galvanized welded wire fabrication used as concrete reinforcement shall be 2"x2"-2.912.9. Welded wire fabric is required in the deck and bottom sections with a minimum of 2" retum to the sides and ends, where spticing aocurs, the overlap shall be a minimum of four (4) inches. Galvanized wire mesh shall meet ASTM A-185, reinforcing steel bars shall be Grade 60, conform to ASTM 615 and shall be HOG. 9, Closed cell expanded polystyrene core used inside the concrete shell shall meet federal specification C,578-85. The expanded polystyrene core must be fully encapsulated with concrete (all six sides). Or encapsulated with concrete top and sides with polyurea (rhino -liner or equal) at the bottom. The foam shall weigh between 0.95 and 1.10 pounds per cubic EPS to have a maximum absorption of three (3) percent by volume as tested by ASTM C-272, 10, The foam core shall be held in a true position during casting with an allowable variation of 1l8" from the dimensions shown on the shop drawings. 11. Foam core may not have more than ten (10) percent reground EPS foam material. Reground foam pieces shall not exceed a inch in diameter. 12. Foam billets will have a dimensional tolerance of plus or minus 118 inch. Foam core shalt be made of of not more than four laminated sections, and no horizontal laminations may occur in the upper ten (10) inches of the foam core. Accessible Gangways Gangway deck and structural components shall be designed to support the dead load of the gangway plus utilities and a uniform live load of one hundred (100) psf. Deck material shall be designed for a concentrated vertical load of three hundred (300) pounds, distributed over one square Handrails shall be designed for a horizontal load of twenty (50) plf or 200# min.. The gangway shall have continuous Handralls along both sides of the walking surface and shall extend a minimum of one foot beyond the primary walking surface at each end. The top of the handrails shall not be less than 34 inches nor more than 38 inches above the walking surface. Time ends shall be returned into the truss body or terminate with no sharp or catching edges. The handrail porlion of the handrails shall not be less than 1114 inches nor more than 2 Inches in cross -sectional dimension, or the shape shall provide an equivalent gripping surface. The handgrip portion of the handrails shall have a smooth surface with no sharp comers. A minimum of 1-112 inches clearance shall be provided between the gangway truss and the backside of the hand grip portion. Guardrails shall not be less than 42" in height. Gangway decking shall be slip and skid resistant and made from aluminum or other marine grade material appropriate to this use. Samples andlor catalog cut sheets shall be provided for approval prior to fabrication. Method of securing the decking product to the ramp frame shall be described and approved prior to fabrication. Full width, hinged transition plates shall be provided at both ends of the ramp, the length of both shall be long enough to provide a slope which does not exceed the maximum slope of the gangway. The leading edge of each transition plate shall be UHMW that has been profiled to create no more then a quarter Inch rise. Transition plates shall have aro-sprayed 'therrnion" ceramic core TH604 antiskid aluminum garnet traction coating. The gangway shall be supplied with two sold UHMW rollers or Submitted into the public , ecord f T its {s) 1 3e, City Clerk UHMW skid shoes. Rollers shall have a solid stainless axle. Rollers, axles and skid shoes shall be designed to accommodate all loads to ramps and any job specific requirements. Rollerlskid shoe tracks shall be provided ready to install to the Float surface. These guide [racks shall be long enough to allow for full longitudinal movement lbrough all water elevation changes. The guide tracks shall restrict any transverse lateral movement of the gangway at the landing. 4. All structural aluminum, including tubes, plates, angles, and pipe shall be alloy 6051-T6 per ASTM B308. All bolts shall be stainless steel per ASTM A316. Isolators shall be used when connecting dissimilar metals. 5. The gangway shall be installed on the floating concrete walkway and the toe end adjusted as to allow the walkway system free movement to travel the full range of water levels without binding or stressing the gangway or walkway system. The gangway roller guide tracks shall be adjusted to suit the full range of lateral movement of the rollers and shall be adequately secured to the walkway surface as per the gangway manufacturer recommendations. Gangway shall be connected by a fixed hinge at the upland structure with epoxy anchors. Pile Guides 1. Piling roller guides shall be provided at each pile and consist of four -roller pile guides with UHMW rollers and SS roller pins. Pile guide hardware and metal sections shall be 6061-T6 Aluminum, Pile guides shall have 3-lnches clearance from piling to each roller, MIAMI MARINE STADIUM BOAT RAMPS �off�.v-�rar�wi w. T-YLI N INTERN-41 11NAL m] hnwrom acne a�eoe coo cea ceenc awws xe,s, ��e� mss�x, rer rw;xsaaxam CUMMINSCEnERBER[e. Wc. wneeua.w. a]n],r 30u fnuWy, FtdFtla ]]ua •��n•.Lvuu]rStCCEAeFCaLou ITPiOIMCATIONS ATING DOCK cm-3.0 giAbItied ifit® the public retc f r ite (s) ` on City City Clerk Attachment C DERM Project Report 25 Submitted into the public �-ecos' for it m(s) �� �zn City Clerk Class I Permit Application by the City of Miami for the Filling and Maintenance Dredging of Tidal Waters in Association with Improvements to an Existing Beat Ramp, Riprap Installation, Mangrove Trimrning, and Installation of Fixed and Floating Docks in Biscayne Bay at Marine Stadium in the City of Miami, Miami -Dade County, Florida DATE: June 26, 2020 26 Submitted into the pu i; �� J recorq for i m sj City of Miami an _. City Clerk CLI-2019-011 S, Page I Staffs recommendation of approval for the above -referenced permit application is based on the applicable evaluation factors under Section 24-48.3 of the Code of Miami -Dade County, Florida (Code). The following is a summary of the proposed project with respect to each applicable evaluation factor: Potential Adverse Environmental Impact- Pursuant to Section 24-48.4 of the Code, potential adverse environmental impacts and cumulative adverse environmental impacts for a proposed project must be avoided and minimized. Section 24-48.4 of the Code also requires mitigation for permittable projects that otherwise result in unavoidable environmental impacts. In an effort to avoid and minimize impacts to benthic resources, the majority of the proposed ramp will be installed within the footprint of the existing ramp, however, in order to address issues with the functionality of the ramp and navigational issues of the adjacent docking facility, the proposed ramp will result in impacts to 2,759 square feet of non -federally listed seagrasses. Additionally, the expansion of the ramp will also result in the trimming and alteration of 365 square feet of mangrove canopy. The proposed work is not reasonably expected to result in cumulative environmental impacts to water quality; however, the construction phase of the proposed project may result in temporary water quality impacts. In order to minimize the temporary impacts to water duality as a result of the construction activities associated with the proposed work, the Class I permit will require that turbidity controls be utilized during all phases of construction to ensure compliance with State and County water quality standards. Mitigation for unavoidable temporary impacts to water quality associated with the maintenance dredging, filling of tidal waters, and impacts to benthic resources and mangroves associated with the installation of the ramp will be satisfied through a contribution to the Biscayne Bay Environmental Enhancement Trust Fund. The Marine Stadium Basin is not located within an area designated as essential habitat for the Florida manatee and the Manatee Protection Plan does not include specific limitations for new or expanded marine facilities at this site, other than compliance with existing zoning or environmental regulations. Furthermore, the proposed use is consistent with the historic use of the site and the Class I permit will require that all standard construction permit conditions regarding manatee protection be followed during all in -water operations. 2. Potential Cumulative Adverse Environmental Impact — The proposed project is not reasonably expected to result in cumulative adverse environmental impacts as set forth in Number 1 above. 3. Hydrology - The proposed project is not reasonably expected to adversely affect surface water drainage or retention of stormwater. 4. Water Qual#y — The proposed project may affect surface water quality on a temporary basis during construction operations; however, the impacts will be mitigated as set forth in Number 1 above. 5. Wellfields — The proposed project is not reasonably expected to adversely affect wellfields. 6. Water Supply -- The proposed project is not reasonably expected to adversely affect water supply. 7. Aquifer Recharge — The proposed project is not reasonably expected to adversely affect aquifer recharge. 27 11,-0,hmitted into the public ,�i An, s' 4City Clerk City of Miami CL1-2019-0115, Page 2 8. Aesthetics — The proposed project is not reasonably expected to adversely affect aesthetics. 9. Navigation — The proposed project is not reasonably expected to adversely affect navigation as the ramp has been designed to avoid any potential navigational conflicts with the existing docking facility to the west. 10. Public Health - The proposed project is not reasonably expected to adversely affect public health. 11. Historic Values - The proposed project is not reasonably expected to adversely affect historic values. 12. Archaeological Values - The proposed project is not reasonably expected to adversely affect archaeological values. 13. Air Quality — The proposed project is not reasonably expected to adversely affect air quality. 14. Marine and Wildlife Habitats — The proposed project involves minimal impacts to seagrass and mangrove habitats which will be mitigated for as set forth in Number 1 above. 15. Wetland Soils Suitable for- Habitat — The proposed project is not reasonably expected to adversely affect wetland soils suitable for habitat. 16. Floral Values — The proposed project is not reasonably expected to adversely affect floral values as set forth in Number I above. 17. Fauna Values - The proposed project is not reasonably expected to adversely affect farina values as set forth in Number 1 above. 18. Rare, Threatened and Endangered Species — The proposed project is not reasonably expected to adversely affect rare, threatened and endangered species as discussed in Number 1 above and Number 30 below. 1.9. Natural Floral Damage Protection - The proposed project is not reasonably expected to adversely affect surface water drainage or retention of stormwater. 20. Wetland Values — The proposed project is not reasonably expected to adversely affect wetland values. 21. Land Use Classification — Pursuant to Section 24-48.2(Il)(B)(7) of the Code of Miami -Dade County, Florida, applications for Class I permits by a municipality within its own jurisdiction shall not be required to submit a substantiating letter or plan approval from the local zoning authority. 22. Recreation.- The proposed project does not conflict with the recreation element of the Miami -Dade County Comprehensive Development Master Plan. Q; Submitted into the public record ffor ihqatm(s) 1 City of Miami on City Clerk CLI-2019-0115, Page 3 23. Other Environmental Values Affecting the Public Interest — The proposed project is not reasonably expected to adversely affect other enviroiunental values affecting the public interest. 24. Conformance with Standard Construction Procedures and Practices and _ Design and Performance Standards — The proposed project complies with the standard construction procedures and practices and design and performance standards of the applicable portions of the Code of Miami -Dade County and the Miami -Dade County Public Works Manual. 25. Comprehensive Environmental Impact Statement (LEIS) - In the opinion of the Director, the proposed project is not reasonably expected to result in significant adverse environmental impacts or cumulative adverse environmental impacts. Therefore, a CEIS was not required by DERM to evaluate the project. 26. Conformance with All Annlicable Federal, State and Local Laws and Regulations - The proposed project is in conformance with applicable State, Federal and local laws and regulations. a) Chapter 24 of the Code of Miami -Dade County b) United States Clean Water Act (US Army Corps of Engineers permit is required) c) Florida Department of Environmental Protection (permit is required). 27. Conformance with the Miami -Dade County Comprehensive Development Master Plan CDMP - In the opinion of the Director, the proposed project is consistent as required by CDMP policy LU-3A, with the goals, objectives and policies contained in the Conservation, Aquifer Recharge and Drainage and Coastal Management Elements of this Plan, and with all applicable environmental regulations, as well as other elements of the CDMP. The following is a summary of the proposed project as it relates to the CDMP: 171!�►i �1�1.� �i �� Flu►1 �►11 r Objective 3/Policies 3B, 3C - Protection of natural resources and systems. — The proposed project is consistent with all applicable environmental regulations, is compatible with surrounding land uses in Biscayne Bay and does not involve development in the Big Cypress area of Critical State Concern or the East Everglades. TRANSPORTATION ELEMENT II Aviation Subelement/Objectiv_e_ AV-5A - Aviation System Expansion - There is no aviation element to the proposed project. ort of Miami River SubelernentlObiective 3 - Minimization of impacts to estuarine water quality and marine resources. The proposed project is not located within the Miami River. CONSERVATION A UIFER RECHARGES AND DRAINAGE ELEMENT IV: Objective 3/Policies 3A, 313, 3D - Wellfield protection area protection. - The proposed project is not located within a wellfield protection area. 29 �1h1i11fi[£d into the public h reci Clerk city City of Miami CLI-2019-0115, Page 4 Objective 3/Policy 3E - Limestone mining within the area bounded by the Florida "Turnpike, the Miami - Dade/ Broward Levee, N.W. 12 Street and Okeechobee Road. - The proposed project is not located within this area. Objective 4/Policies 4A, 4B, 4C - Water storage, aquifer recharge potential and maintenance of natural surface water drainage. - The proposed project is not reasonably expected to adversely affect water storage, aquifer recharge potential or natural surface water drainage. Objective 5/Policies 5A, 5B, 5F - Flood protection and cut and fill criteria -- The proposed project will not compromise flood protection. Objective 6/Policy 6A - Areas of highest suitability for mineral extraction. - The proposed project is not located in an area proposed or suitable for mineral extraction. Objective 6JPolic_y6B - Guidelines for rock quarries for the re-establishment of native flora and fauna. — The proposed project is not located in a rock quarry. Objective 7/Policy 7A, 7C, 7D, U - Wetland protection and restoration. — The proposed project is not located within a wetland. Objective 9/Policies 9A, 9B, 9C - Protection of habitat critical to Federal or State -designated threatened or endangered species. — The proposed project is not reasonably expected to adversely affect habitat critical to Federal or State -designated threatened or endangered species as set forth in Number 1 above. COASTAL MANAGEMENT ELEMENT VII: Objective 1/Policy lA — Mangrove wetlands within Mangrove Protection Areas — The proposed project is not located within a designated "Mangrove Protection Area." Objective 11 Policy 1B - Natural surface flow into and through coastal wetlands. -- The proposed project is not located within coastal wetlands. Objective 1f Policy 1C - Elevated boardwalk access through mangroves. — The proposed project does not involve the construction of an elevated walkway through mangroves. Objective 1/Policy 1D - Protection and maintenance of mangrove forests and related natural vegetational communities. - The proposed project is not located within a mangrove forest or related natural vegetational community. Objective 1/Policy 1E - Mitigation for the degradation and destruction of coastal wetlands. Monitoring and maintenance of mitigation areas. — The proposed project is not located within coastal wetlands. Objective T/Policy 1G - Prohibition on dredging or filling of grass/algal flats, hard bottom or other viable benthic communities, except as provided for in Chapter 24 of the Code of Miami -Dade County, Florida. The proposed project is the minimum dredging necessary and complies with the following Code criteria: 30 Submitted into the pu 1 D record for ite (s) j on CityClerk City of Miami CLI-2019-0115, Page 5 (c) Minimum dredging and filling for the creation and maintenance of marinas, piers, docks and attendant navigational channels. Objective 2/Policies 2A, 2B - Beach restoration and renourishment objectives. - The proposed project does not involve beach restoration or renourishment. Objective 3/Policies 3E, 3F - Location of new cut and spoil areas for proper stabilization and minimization of damages. - The proposed project does not involve the development or identification of new cut or spoil areas. Obiective 4/Policy 4A, 4C, 4E, 4F — Protection of endangered or threatened animal species. — The proposed project is not reasonably expected to result in impacts to endangered or threatened species as set forth in Number 1 above. Objective 5/Policy 5B - Existing and new areas for water -dependent uses. - The proposed project will enhance the existing water -dependent use. While the new ramp will encompass the footprint of the existing ramp, in order to improve the functionality of the facility and to avoid navigational issues with the adjacent docking facility to the west, the new ramp will be expanded outside of the footprint of the existing ramp. Objective 51Poliey 5D - Consistency with Chapter 33D, Miami -Dade County Code. (shoreline access, environmental compatibility of shoreline development) — The proposed project has been reviewed by the Miami -Dade County Shoreline Development Review Committee (SDRC). The SDRC determined that the thresholds for review under the Shoreline Ordinance are not applicable; therefore, the project is not subject to any further conditions or restrictions with respect to the Shoreline Ordinance. Objective 5/Policy 5F - The siting of water dependent facilities. - The proposed project is consistent with the criteria used to determine appropriateness of the project site. 28. Conformance with Chapter 33B, Code of Miami -Davie County (East Everglades Zoning Overlay Ordinance) — The proposed project is not located within the East Everglades Area. 29. Conformance with Miami -Dade County Ordinance 81-1.9 (Biscayne Bay Management Plan Sections 33D-1 through 33D-4 of the Code of Miami -,Dade County) - The proposed project is in conformance with the Biscayne Bay Management Plan. 30. Conformance with the Miami -Dade County Manatee Protection Plan (MPP) - The proposed project is consistent with the MPP. The Marine Stadium Basin is not located within an area designated as essential habitat for the Florida manatee and the Manatee Protection Plan does not include specific limitations for new or expanded marine facilities at this site, other than compliance with existing zoning or environmental regulations. Furthermore, the proposed use is consistent with the historic use of the site and the Class I permit will require that all standard construction permit conditions regarding manatee protection be followed during all in -water operations. 31 Submitted into the public record or ite (s) 1 ' on City Clerk City of Miami CLI-2019-0115, Page 6 31. Consistency with Miami -Dade County Criteria for Lake Excavation ._ The proposed project does not involve lake excavation. 32. Municipality Recommendation — Pursuant to Section. 24-48.2(II)(B)(7) of the Code of Miami - Dade County, Florida, applications for Class I permits by a municipality within its own jurisdiction shall not be required to submit a substantiating letter or plan approval from the applicable zoning authority. 32. Coastal Resources Management Line - A coastal resources management line was not required for the proposed project, pursuant to Section 24-48.2(II)(B)(10)(b) of the Code of Miazni-Dade County. 33, Maximum Protection of a Wetland's Hydrological and Biological Functions — The proposed project is not located within a wetland. 34. Class I Permit Applications Proposingto Exceed the Boundaries Described in Section D- 5.03(2)(a) of the Miami -Davie County Public Works Manual — Not applicable. The proposed project was also evaluated for compliance with the standards contained in Sections 24- 48.3(2), (3), and (4) of the Code of Miami -Dade County, Florida. The following is a summary of how the standards relate to the proposed project: 24-48.3 (2) Dredging and Filling for Class I Permit — The proposed project complies with the following criteria. (c) Minimum dredging and filling for the creation and maintenance of marinas, piers, docks and attendant navigational channels. 24-48.3 3 Minimum Water Depth Required for Boat Slips Created by the Construction or Placement of Fixed or Floating Docks and Piers, Piles and Other Structures Requiring a Permit Under Article IV, Division I of Chanter 24 of the Code of Miami-Dade.County — The proposed project complies with the Code -required water depth criteria. 24-48.3 (4) Clean Fill in Wetlands — Not applicable. BASED ON THE FOREGOING, IT IS RECOMMENDED THAT A CLASS I PERMIT BE APPROVED. McKee Gray, PX—dnager Coastal Resources Section Rockell Alhale, ERPS Coastal Resources Section 32 submitted into tl e lie l record for it m(s} MEMORANDUM on �' IQ (Revised) TO: Honorable Chairwoman Audrey M. Edmonson and Members, Board of County Commissioners Please note any items checked. DATE: October 20, 2020 SUBJECT: Agenda Item No. 5(0) "3-Day Rule" for committees applicable if raised G weeks required between first reading and public hearing 4 weeks notification to municipal officials required prior to public hearing Decreases revenues or increases expenditures without balancing budget Budget required Statement of fiscal impact required Statement of social equity required Ordinance creating a new board requires detailed County Mayor's report for public hearing °+ No committee review Applicable legislation requires more than a majority vote (i.e., 213's ,present , 213 membership , 3/5's , unanimous , CDMP 7 vote requirement per 2-116.1(3)(h) or (4)(c) , CDMP 213 vote requirement per 2-116.1(3)(h) or (4)(c) , or CDMP 9 vote requirement per 2-116.1(4)(c)(2) ___ j to approve Current information regarding funding source, index code and available balance, and available capacity (if debt is contemplated) required 33 Approved _ Mayor Agenda Item No. 5(0) Veto 10-20-20 Override Submitted into the p Iic +� record kr ite n(s) 0 on City Clerk RESOLUTION NO. R-I075-20 RESOLUTION TAKING ACTION ON A CLASS I PERMIT APPLICATION BY THE CITY OF MIAMI FOR THE FILLING AND MAINTENANCE DREDGING OF TIDAL WATERS IN ASSOCIATION WITH IMPROVEMENTS TO AN EXISTING BOAT RAMP, RIPRAP INSTALLATION, MANGROVE TRIMMING, AND INSTALLATION OF FIXED AND FLOATING DOCKS IN BISCAYNE BAY AT MARINE STADIUM IN THE CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA, AND CONSENTING TO ALL OWNERSHIP INTERESTS OF MIAMI-DADE COUNTY WHEREAS, this Board desires to accomplish the purposes outlined in the accompanying memorandum, a copy of which is incorporated herein by reference, NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF MIAMI-DADE COUNTY, FLORIDA, that this Board having considered all the applicable factors contained .vithin Section 24-48.3 of the Code of Miami -Dade County, hereby approves the application by City of Miami for the filling and maintenance dredging of tidal waters in association with improvements to an existing boat ramp, riprap installation, mangrove trimming, and installation of fixed and floating docks in Biscayne Bay at Marine Stadium in the City of Miami, Miami -Dade County, Florida, subject to the conditions set forth in the memorandum from the Miami -Dade County Department of Regulatory and Economic Resources, a copy of which is attached hereto and made a part hereof. The issuance of this approval does not relieve the applicant from obtaining all applicable Federal, State, and local permits. In addition. this Board hereby consents to this application with respect to any and all ownership interests of Miami -Dade County for any property that is the subject of this application. Submitted into the public record f r ite (s) r Agenda Item No. 5(0) on City Clerk Page No. 2 The foregoing resolution was offered by Commissioner Joe A. Martinez who moved its adoption. The motion was seconded by Commissioner Rebeca Sosa and upon being put to a vote, the vote was as follows: Audrey M. Edmonson, Chairwoman aye Rebeca Sosa, Vice Chairwoman aye Esteban L. Bovo, Jr. absent Daniella Levine Cava aye Jose "Pepe' Diaz absent Sally A. Heyman aye Eileen Higgins aye Barbara J. Jordan ave Joe A. Martinez aye Jean Monestime absent Dennis C. Moss aye Sen. Javier D. Souto aye Xavier L. Suarez aye The Chairperson thereupon declared this resolution duly passed and adopted this 20th day of October, 2020. This resolution shall become effective upon the earlier of (I) 10 days after the date of its adoption unless vetoed by the County Mayor, and if vetoed, shall become effective only upon an override by this Board, or (2) approval by the County Mayor of this resolution and the filing of this approval with the Clerk of the Board_ MIAMI-DADE COUNTY, FLORIDA BY ITS BOARD OF G0"mt COUNTY COMMISSIONERS z �oVNrYA z HARVEY RUVIN, CLERK a ,_ M * • * Melissa Adames By: Deputy Clerk Approved by County Attorney as �W_� to form and legal sufficiency. Abbie Schwaderer-Raurell 0 Department of Regulatory and Economic Resources Development Services Division �p►�1•L7ADE Submitted into the public 44 111 NW 1st Street • Suite 1110 record ror ite (S) 1 Miami, Florida 33128-1900 an City Clerk T 305-375-2842 mvw.miamidade.govleconomy March 02, 2020 Colin Henderson TY Lin International 201 Alhambra Circle, Suite 900 Coral Gables, Florida 33134 Re: Miami Marine Stadium - Boat Ramp Repair and Replacement Location: 3501 Rickenbacker Causeway, Virginia Key, in Miami -Dade County, Florida Dear Mr. Henderson: This letter is in response to the shoreline application B2020000003, submitted on February 10, 2020, where the applicant, City of Miami, is seeking a "No Need to Comply" determination from the provisions established by the Shoreline Ordinance; the exemption request comprises a renovation project for a boat ramp at the Miami Marine Stadium. Currently, the subject property has an existing marine facility with a deteriorated concrete ramp which is going to be replaced with the proposed project. Staff opines, that pursuant to Section 33D-34(2)(c.1)(c.3) of the Miami -Dade County Code of Ordinances, the proposed boat ramp replacement project in the Miami Marine Stadium is not subiect to the provisions of the Shoreline Development Review standards. Moreover, Section 33D-34 indicates that the Shoreline Review Committee shall provide timely reviews for applications made for development actions within the shoreline development re- view boundary, which include the threshold described in Section 33D-34 (2)(c.1)(c.3)(c.4), or coastal construction which meet or exceed one of the following thresholds: Boat docking facili- ties containing at least fifty (50) new or additional slips, or the installation or construction of a fixed structure(s) above proposed or existing docks or piles requiring a Class 1 coastal permit process. Your project as proposed, with less than fifty (50) boat slips, does not trigger any of the thresh- olds for a new review under the Shoreline Development Review criteria; besides, the submitted plans describe that the project consists of a new concrete boat ramp with two (2) floating docks/piers substituting the existing ramp. Additionally, through the project plans, we have confirmed that the construction activities will not result in any new vertical development structures that have the potential to block the public from unobstructed views of Biscayne Bay; and it will not reduce the public access to the exist- ing pedestrian walkways located inside of the Miami Marine Stadium. 'Subtflitt>wd into the pu record f rite l(s) City Clerk on As a result, the thresholds for review under the Shoreline Ordinance do not -pp awl and the above -referenced proiect is not subiect to shoreline development review. If you have any questions or wish to further discuss the circumstances surrounding this deter- mination, please call me at 305-375- 2842. Sincerely, Nathan Kogon, A1CP Assistant Director Development. Services Division Department of Regulatory and Economic Resources Cc: Lisa Spadafina, Chief of Natural Resources Division, nERM Luis Fernandez, Supervisor, Coastal Resources Section, DERM 9 RAr FLORIDA DEPARTMENT OF Governor Rick Scott ti Environmental Protection Carlos Loper -Camera z It. Governor �° Southeast District o 3301 Gun Club Road, MSC7210-1 Noah Valensteia �MENTA1. 9 West Palm Beach, FL 33406 Secretary 561-681-6600 Submitted into the pu record or ite (s) M on City Cleric Project Name: Miami Marine Stadium Boat Ramp Perm ittee/Autho rized Entity: City of Miami c/o Daniel Rotenberg, Director DREAM 444 SW 2nd Avenue Miami, Florida 33130 Email: DRotenber�_),Omiamigov.com Authorized Agent: TYLIN International c/o Sara Gutekunst Email: sara.gutekunst2,tvlin.com Environmental Resource Permit - Granted State-owned Submerged Lands Authorization — Not Applicable U.S. Army Corps of Engineers Authorization —Separate Corps Authorization Required Permit No.: 13-306513-011-El Permit Issuance Date: November 28, 2018 Permit Construction Phase Expiration Date: November 28, 2023 Submitted into the public Environmental Resource Permit recar far i m(s) �� Permit Na.: 13-306513-011-EI an City CIerk PROJECT L©CATION The activities authorized by this Permit are located within Biscayne Bay, within the Biscayne Bay Aquatic Preserve, Outstanding Florida Waters, Class III Waters, adjacent to 3501 Rickenbacker Causeway, Miami, (Section 17, Township 54 South, Range 42 East), in Miami -Dade County (Latitude N 25' 44' 34.35", Longitude W 80' 10' 10.43"). Offsite mitigation will occur at various locations within Biscayne Bay Aquatic Preserve. PROJECT DESCRIPTION This permit authorizes the installation of two fixed/floating dock finger piers totaling 1.481 sq. ft, installation of a 60 ft. by 86 ft. (5,160 sq. ft.) boat ramp, and 218 In. ft. of riprap that extends 6 ft. waterward of MHWL. A portion of the boat ramp is located within the footprint of a previously existing non-functional boat ramp and will be expanded from the historic location. This pert -nit authorizes 4.211 ft' of work in surface waters. The bottom substrate consists of a sandy, silty muck bottom layer with scattered shell and rock along with submerged aquatic vegetation, including seagrass and macroalgae. Mangroves were also present along the shoreline including three white mangroves (Laguncularica reeemosa) and two black mangroves (.4vic•ennica gerndncans). Seagrass was present within the project area varying from mostly sparse (1 %-20%o) to moderate (21 % - 60%) coverage of three different species including shoal grass (Hcalodule wrighiii), turtle grass (Thalcassica tesluclinum), and manatee grass Shoal grass was present in moderate densities (20% - 60%) compared to the percent cover of the other species. Adverse direct and secondary impacts to 0.03 acres (1,400 sq. ft.) of seagrass habitat shall occur as the impacts could not be further reduced or eliminated by decreasing the waterward extent of the boat ramp due insufficient water depths for boaters to off-load/load their boats landward of the proposed extent. Mitigation will be provided to offset these adverse direct and secondary impacts to seagrass habitat. The five mangroves will be relocated to a previously permitted mangrove restoration site on the west side of the Marine Stadium to avoid adverse impacts to these mangroves. To offset unavoidable adverse impacts to 0.032 acres (1,400 sq. ft) of seagrass habitat, the permittee provided a mitigation plan that includes offsite seagrass restoration through the removal of derelict vessels within the Biscayne Bay Aquatic Preserve. The selection of derelict vessel sites will be conducted after permit issuance, but prior to construction, and will be monitored to ensure seagrass recruitment is successful. The attached standard manatee conditions (version 2011) shall be adhered to during all in -water work. Prior to construction commencement, weighted floating turbidity curtains, extending to within one - foot from the submerged bottom shall be utilized around the project area to ensure that any turbidity resulting from construction activities will be contained within the project boundaries. All water bodies, including any adjacent submerged aquatic vegetation outside the specific limits of construction authorized by this permit shall be protected from erosion, siltation, sedimentation, and/or scouring. Project Name: Miami Marine 5taduUm Boat Ramp Pennit No.: i 3-30651.3-01 I-IEi Page 2 of 13 AUTHORIZATIONS Environmental Resource Permit Submitted into the public record r it (s) on City Clerk The Department has determined that the activity qualifies for an Environmental Resource Permit. Therefore, the Environmental Resource Permit is hereby granted, pursuant to Part IV of Chapter 373, Florida Statutes (F.S.), and Chapter G2-330, Florida Administrative Code (F.A.C.). Sovereignty Submerged Lands Authorization As staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees), the Department has determined the activity is not on submerged lands owned by the State of Florida. Therefore, your project is not subject to the requirements of Chapter 253, F.S., or Rule 18-21, F.A.G. Federal Authorization Your proposed activity as outlined on your application and attached drawings does not qualif , for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using the appropriate federal application form (ENG 4345). More information about Corps permitting may be found online in the Jacksonville District Regulatory Division Sourcebook. Authority for review - an agreement with the USACDE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit", Section 14 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Crustal Zone Management Issuance of this authorization also constitutes a finding of consistency with Florida's Coastal Zone Management Program, as required by Section 307 of the Coastal Zone Management Act. Water Quality Certification This permit also constitutes a water quality certification under Section 401 of the Clean Water Act, 33 U.S.C. 1341. Other Authorizations You are advised that authorizations or permits for this activity may be required by other federal, state, regional, or local entities including but not limited to local governments or municipalities. This permit does not relieve you from the requirements to obtain all other required permits or authorizations. The activity described may be conducted only in accordance with the terms, conditions and attachments contained in this document. Issuance and granting of the permit and authorizations herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications will be granted by the Department. PERMIT The activities described must be conducted in accordance with: • The Specific Conditions • The General Conditions Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-El Page 3 of 13 Submitted into the public 1 record or ite (s) on City Clerk • The limits, conditions and locations of work shown in the attached dr wings • The term limits of this authorization You are advised to read and understand these conditions and drawings prior to beginning the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings herein. If you are using, a contractor, the contractor also should read and understand these conditions and drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation requirements, shall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement action. Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and this permit, as described. SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS (1) The attached project drawings (sheets 1 through 13); the Standard Manatee Conditions for In -Water Work, 2011, which can be downloaded at can be downloaded at httl2://myfwc.com/media/415448/Manatee StdCondIn waterWork. df: and DEP forms 62-330.310(1); 62-330.31.0(2); 62-330.340(1); and 62-330.350(l), which may be downloaded at lrttp://www.deR.state.tl.us/tivater/wetlands/erp/forms.htm become part of this permit. If the permittee does not have access to the Internet, please contact the Department at (561) 681-6600 to request the aforementioned forms and/or document(s). SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION (2) After selection of the contractor to perform the authorized activities and prior to the initiation of any work authorized by this permit, the permittee (or authorized agent) and the contractor shall attend a pre -construction conference with a representative of the Department. It shall be the responsibility of the permittee to contact the Department's Compliance Assistance Program. by email SED ComplianceeFloridaDEP.gyov, or by phone (561) 681-6600, to schedule the pre -construction conference. (3) Prior to the initiation of any work authorized by this permit, floating turbidity curtains with weighted skirts that extend to within one foot of the bottom shall be placed around the project site, and shall be maintained and remain in place for the duration of the project construction to ensure that turbid discharges do not occur outside the boundaries of the floating turbidity screens. The permittee shall be responsible for ensuring that turbidity control devices are inspected daily and maintained in good working order during all phases of construction authorized by this permit until all areas that were disturbed during construction are sufficiently stabilized to prevent turbid discharges. (4) Prior to construction of the in -water portions of the project, the mitigation plan for the Miami Marine Stadium Boat Damp shall be implemented, as described in the attached document entitled, "Seagrass Mitigation Plan, Derelict Vessel removal". SPECIFIC CONDITIONS — MITIGATION (5) FDEP shall be notified prior to each vessel removal and be provided the vessel location(s) and size. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-01 i-E1 Page 4 of 13 Submitted into the pu%lie recorq for it m(s) on City Clerk (6) A "Time Zero" Monitoring Report shall be submitted within 30 days of completion for each mitigation site. The report shall include the following: a. Location map (with gps coordinates) b. Size of the vessel removed c. Size of the mitigation area --- length and width of the halo d. Surrounding seagrass community (species and percent cover) e. Color photographs to provide an accurate representation of each mitigation area. The photographs shall be taken from fixed reference points and directions, which are shown on a scaled plan view. (7) Subsequent Mitigation Monitoring Reports shall be submitted annually for five years and shall include the following for each mitigation area: (Data shall be submitted in tabular form: subsample number and size shall be determined by a statistically valid method) a. Color photographic prints taken from the reference points established in the Time Zero Monitoring Report. b. Detailed description of statistical methods used, which must include the following: i. Subsample method and map of sampling locations. ii. Method used to determine percent cover and growth. iii. Statistical analyses used. c. Total percent cover by recruited seagrasses. d. Seagrass species composition with estimates of the contribution of each species to percent cover. e. Data documenting the hydrologic regime (seasonal high and normal pool, ordinary high; or mean high and low water elevations). f. Photocopy of the field notes depicting the raw data collected. (8) The mitigation shall be deemed successful when all of the following conditions are met at three years: a. The functional gain determined by UMAM for each mitigation site is achieved b. The percent cover of seagrass within the mitigation area must match the percent cover of the surrounding seagrass community determined and described in the "Time ,Zero" Monitoring Report. (9) The responsibility to assess if the mitigation is meeting the permit -specified success criteria shall not fall solely on the Department. In the event the permittee becomes aware mitigation is not meeting the success criteria (based on either site observations or review of monitoring reports), the permittee, no later than 6 months before the permit construction phase expiration date, shall be responsible to submit an alternative mitigation plan to the Department for review and approval. The permittee shall Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-E1 Page 5 of 13 Submitted into the public recor for it rn(s) o" Ciry Clerk implement the alternative restoration plan no later than 60 days after receiving Department approval. SPECIFIC CONDITIONS— CONSTRUCTION ACTIVITIES (10) All watercraft associated with the construction of the permitted activities shall only operate within waters of sufficient depth (one -foot clearance from the deepest draft of the vessel (barge) to the submerged bottom) so as to preclude bottom scouring or prop dredging. (11) There shall be no storage or stockpiling of tools and materials (i.e., lumber, pilings, debris), along the shoreline adjacent to waters of the state. All excess lumber, scrap wood, trash, garbage, and any other type of debris shall be removed from wetlands/waters of the state within 14 days of completion of the work authorized in this permit. All construction equipment/tools and materials shall be transported to and from the site via upland roadways and barges and all equipment/tools and materials shall be stored on the construction barges or uplands. (12) The riprap shall be fully constructed, prior to the placement of any backfill material. Any fill material used behind the bulkhead shall be clean fill and free of vegetative matter, trash, repar; garbage, toxic or hazardous waste, or any other unsuitable materials (13) The installation of the riprap will be performed as per the attached permit drawings. Riprap shall consist of unconsolidated boulders, rocks, or clean concrete rubble without exposed reinforcing rods or similar protrusions. The riprap shall be free of sediment, debris, and toxic or otherwise deleterious substance. The riprap shall have a diameter of 12 to 36 inches. (14) The slope of the riprap shall be no steeper than 21-1:1 V (horizontal:vertical). The riprap shall extend a maximum of 6 ft. feet waterward from the toe of the boat ramp. Filter cloth shall be placed under the riprap to prevent shoreline erosion. SPECIFIC CONDITIONS — MONITORINGIREPORTING REQUIREMENTS (14) Turbidity levels outside the construction area shall not exceed 0 NTU's above background levels. The following measures shall be taken immediately by the permittee whenever- turbidity levels within waters of the State surrounding the project site exceed ambient turbidity levels of the surrounding Outstanding Florida Waters: a) Notify the Department at (561) 681-6600 or SED. ERPcompliance ct,dep.state.fl.us at the time the violation is first detected. b) Immediately cease all work contributing to the eater quality violation. c) Stabilize all exposed soils contributing to the violation. Modify the work procedures that were responsible for the violation, install more turbidity containment devices, and repair any non-functional turbidity containment devices. Project iNaTne: Miami Marine stadium Boat Ranap Pemih No.: 13-306513-01 1-El Page 6 of 13 Submitted into the pu record for i ern{s} d) As required, perform turbidity monitoring; per Specific CoiR'Ci' e) Resume construction activities once turbidity levels outside turbidity cu r is all CitY Clerk below background levels. (15) Water turbidity levels shall be monitored outside the limits of the required turbidity control devices. Samples shall be taken every four hours until turbidity subsides at one foot above the bottom, mid -depth. and one -foot below the surface at monitoring stations located as follows: a) Approximately 100 feet up -current of the work sites and clearly outside the influence of construction activities. (This shall serve as the natural background sample against which other turbidity readings shall be compared.) b) Directly outside the turbidity curtains surrounding the work sites and within the densest portion of any visible turbidity plume. (This sample shall serve as the compliance sample.) (16) During dock, boat ramp, and rip rap construction activities, the permittee or perrnittee's contractor shall collect the following turbidity monitoring data at the frequency and water depths directed by the Specific Condition above: a) Date and time of sampling event b) Turbidity sampling results (background NTUs, compliance NTUs, and the difference between them) c) Description of data collection methods d) An aerial map indicating the sampling locations e) Depth of sample(s) f) Weather conditions at times of sampling g) Tidal stage and direction of flow Data shall be collected in a turbidity log and shall include a statement by the individual responsible for implementation of the sampling; program attesting to the authenticity, precision, limits of detection, and accuracy of the data. The turbidity logy shall be scanned and sent on a weekly basis to the ERP Compliance Assurance Program via email at SED.ERPcompliance@deR.state.fl.us. The subject line of the email shall include the project name, permit number. and the title "Turbidity Monitoring Reports." SPECIFIC CONDITIONS — OPERATION AND MAINTENANCE ACTIVITIES (14) There shall be a minimum 12-inch clearance between the deepest draft of the vessel (with the motor in the down position) and the submerged bottom at mean low water. (15) This permit authorizes 8 temporary wet slips and 90 dry slips. SPECIFIC CONDITIONS — MANATEE CONDITIONS (16) The Standard Manatee Construction Conditions for In -water Work (2011) must be followed for all in -water activity. Project Name: Miami Marine Stadium Boat Rarnp Perniit No.: 13-306513-01 t-El Page 7ofl3 Submitted into the pub Y �, rec rd for it (s} Oil City Clerk (17) Temporary signs concerning manatees shall be posted prior to and dttring all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Awareness signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) must be used. One sign measuring at least 3 ft. by 4 ft. which reads Caution: Manatee Area must be posted. A second sign measuring at least 8 1/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shutdown of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. Please see the Florida Fish and Wildlife Conservation Commission website for information on how to obtain appropriate signs: http:llwww.niyfwc.com/docs/WildlifeHabitats/Manatee_ Educational Sign.pdf GENERAL CONDITIONS FOR INDIVIDUAL PERMITS The following general conditions are binding on all individual permits issued under chapter 62-330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the conditions must be modified to accommodate project -specific conditions. (1) All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit tinder Chapter 373, F.S. (2) A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. (3) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance -based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. (4) At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(i); "Construction Commencement Notice," [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(1)(d), F.A.C., indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. Project Name: Miami Marhie Stadium Boat Ramp Permit No.: 13-306513-01 I-E] Page 8 of 13 Submitted into the pu is record or ite (s) on City Clerk J. (5) Unless the permit is transferred under Rule 623 340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is Iiable to comply with the plans, terms and conditions of the permit for the life of the project or activity. (6) Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadrLiplex — "Construction Completion and Inspection Certification for Activities Associated With a Private Single -Family Dwelling Unit" [Form. 62-330.310(3)]; or b. For all other activities — "As -Built Certification and Request for Conversion to Operational Phase" [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. (7) If the final operation and maintenance entity is a third party: a Prior to sales of any lot or unit served by the activity and xithin one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thrtt 12.3.3 of Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Cleric of the Court in the County in which the activity is located. h Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environrnental Resource Permit to the Perpetual Operation Entity" [Form 62- 330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement maybe used in lieu of the form. (8) The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity. and any required modification of this permit must be obtained prior to implementing the changes. (9) This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property: c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, Iaw, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. (10) Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-01 l-El Page 9 of 13 Submitted into the public record Zfor;A(s) City Clerk on (1 I) The periittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation_ maintenance, removal,. abandonment or use of any project authorized by the permit. (12) The permittee shall notify the Agency in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. (13) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. (14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If urumarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. (15) Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plaits or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise. (16) The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. (17) This permit is issued based on the applicants submitted information that reasonably dernonstrates that adverse water resource -related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. (18) A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-01 [-El Page 10 of 13 Submitted into the public record for it m(s) On City Clerk NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department_ Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rule 28- 106.201, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number. if known: (b) The name, address, any email address, any facsimile number, and telephone number of the petitioner, the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d} A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged; including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f} A statement of the specific rules or statutes that the petitioner contends require reversal. or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g} A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice tinder Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under Section 120.60(3), F.S., however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-E1 Page 11 of 13 Submitted into the P record for it (s) oil City Clerk under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the fling of a motion in compliance with Rtile 28-106.205, F.A.C. Extension of Time Under Rule 62-110.106(4). F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of tune to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for fling a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of sections 373.114(1)(a) or 373.4275, Florida Statutes, may also seek appellate review of this order before the Land and Water Adjudicatoty Commission tinder section 373.114(1) or 373.4275. Florida Statutes. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is fled with the Clerk of the Department. Any Party to this Order has the right to seek judicial review of the Order Pursuant to Section 120.68,. F.S., by the tiling of a Notice of Appeal pursuant to Rule 9.110, Florida Rules of the Appellate Procedure, with the clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000; and by fling a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of .Appeal must be fled within 30 days from the date this Order is filed with the clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Rules 9.110 and 9.1.90, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee. Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be fled within 30 days from the date this action is filed with the Clerk of the Department. Project Name: Miami Marine Stadium Boat Ramp Perin it No.: 13-306513-01 1-EI Page 12 of 13 Executed in West Palm Beach, Florida. ubrnitted into the publics C iN:5� ;,, City Clerk STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION r�r Diane Pupa Pro -ram Administrator — Permitting and Waste Cleanup Southeast District CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were sent on the filing date below to the following listed persons: FDEP — Diane Pupa, Christopher Weller, Katie Lizza, Juliana Gomez, Richard Ohnmacht FDEP - Biscayne Bay- AP, Biscayne. Bay_atloridadep.gov Lisa Spadafina, Miami -Dade County RER, spadal,2.r2 rniamidade.gov Sara Gutekunst, TYLIN International. sara.gutektinsCketylin.com Colin Henderson, TYLIN International, colin.henderson c tvlin.com FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. Clei-k Attachments: November 2$, 2018 Date Project Drawings and Design Specs., 13 pages Standard Manatee Conditions for In -Water Work. 2011, can be downloaded at Hmvfwc.com/medi-,i/415448/Manatee StdCondln waterWork Seagrass Mitigation Plan, Derelict Vessel Removal, 6 pages As -built Certification and Request for Conversion to Operational Phase Farm C2-330.310(1 }* Request for Transfer to the Perpetual Operation Entity Form 62-330.310(2)* Request to Transfer Permit Form 62-330.340(1)* Commencement Notice Form 62-330.350(1)* *Can be downloaded at: httns:HfloridadeD.L�ov/water/submerLed-lands-environmental-resources- inati on/content/forms-env i ronmental-resource Project Name: Miarni Marine Stadium Boat Ramp Pen -nit No.: 13-306513-01 1-El Page 13 of 13 Submitted into the p record for itern(s) on City Clerk DEPARTMENT OF THE ARMY PERMIT Permittee: City of Miami c/o Daniel Rotenberg 444 SW 2rld Ave., 31-d floor Miami, FL 33130 Permit No: SAJ-2011-01666 (SP-NML) Issuing Office: U.S. Army Engineer District, Jacksonville NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below.. Project Description: To (1) demolish the existing 2,139 sq. ft. boat ramp, (2) install an 8,600 sq. ft (86' x 100') boat ramp with 95 cubic yards of clean rip rap around the base of the ramp and move the boat ramp location 30 feet east of the old boat ramp (3) construct two finger piers associated with the boat ramp, each one is 366.2 Sq. ft (73.25' x 5) concrete fixed pier attached to a 384 Sq. ft. (48' x 8') floating platform by a gangway plank. (4) Turbidity curtains will be installed until all turbidity from construction subsides. The work described above is to be completed in accordance with the 13 pages of drawings affixed at the end of this permit instrument. Protect Location: The project site is located at 3501 Rickenbacker Causeway, in Section 17, Range 42E, Township 54S, Miami -Dade County, Miami, Florida 33149 (Folio 01-421.7-00-0030). Directions to site: Take 1-95 to Exit 1A (Rickenbacker Causeway), continue two miles past the toll plaza, the project is on the left. Approximate Central Coordinates: Latitude: 25.744123 North Longitude:-80.171028 Vilest Permit Conditions General Conditions: PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 2of9 Submitted into the publi record for item(s) can ity Clerk 1. The time limit for completing the work authorized ends on July19,2024. if you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below, Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3, If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature and the mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification} is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: 1. REPORTING ADDRESS: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to the following address: Submitted into the public PERMIT NUMBER: SAJ-2011-01666 record rite (5) City Clerk PERMITTEE: City of Miami on PAGE 3 of 9 a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Branch, 9900 Southwest 107th Avenue, Suite 203, Miami, Florida 33176. b. For electronic mail SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ-2011-01666 (SP-NML), on all submittals. 2. SELF -CERTIFICATION: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached "Self -Certification Statement of Compliance" form (Attached) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self -Certification Statement of Compliance" form. The description of any deviations on the "Self -Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. 3. COMMENCEMENT NOTICE: Within ten (10) days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit. 4. ASSURANCE OF NAVIGATION AND MAINTENANCE: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or after the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 5. TURBIDITY BARRIERS: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 4 of 9 Submitted into the public recur for i rn[S City Clerk on erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. 6. POSTING OF PERMIT: The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site. 7. AGENCY CHANGES/APPROVALS: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee's responsibility to request a modification of this permit from the Miami Permits Section. The Corps reserves the right to fully evaluate, amend, and approve or deny the request for modification of this permit. 8. CULTURAL RESOURCES/HISTORIC PROPERTIES: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground - disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Submitted into the public record fT ite s} on City Clerk PERMIT NUMBER: SAJ-2011-01666 PERMiTTEE: City of Miami PAGE 5 of 9 Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPQ for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non- federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100- meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPQ and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps. 9. FILL MATERIAL: The Permittee shall use only clean fill materiallriprap boulders for this project. The material shall be free from items such as trash, debris, automotive parts, asphalt, construction materials, concrete block with exposed reinforcement bars, and soils contaminated with any toxic substance, in toxic amounts in accordance with Section 307 of the Clean Water Act. 10. MANATEE CONDITIONS: The Permittee shall comply with the "Standard Manatee Conditions for In -Water Work — 2011". 11. PROJECT DRAWINGS: The project must be completed in accordance with the enclosed construction drawings (pages 1-13), daterstamped by the U.S. Army Corps of Engineers (Corps) can 3 July 2019, and the general and special conditions which are incorporated in, and made a part of, the permit. 12. WATER QUALITY CERTIFICATION: The Permittee shall comply with the specific conditions specified in the Environmental Resource Permit No. 13-306513- 011-EI issued by the South Florida Water Management District on 28 November 2018 13. MITIGATION BANK CREDIT PURCHASE: Within 30 days from the date of initiating the work authorized by this permit, the Permittee shall provide verification to the Corps that 0.025 of Salt Water Credits federal mitigation bank credits have been purchased from the FPL Everglades Mitigation Bank (SAJ- 1995-00155). The required verification shall reference this projects permit number (SAJ-2011-01666). PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 6of9 slibm- itted into the ubiile I-Wrd It M(S) n 3 City Clerk 14, SEA TURTLE AND SMALLTGGTH SAWFISH CONDITIONS: The Permittee shall comply with National Marine Fisheries Service's"Sea Turtle and Smalitooth Sawfish Construction Conditions" dated March 23, 2006, (Attachment ). Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: (x) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) (x) Section 404 of the Clean Water Act (33 U.S.C. 1344) ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413) 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. Submitted into the public record or ite (s) / PERMIT NUMBER: SAJ-2011-01666 an� citya�'� PERMITTEE: City of Miami PAGE 7 of 9 d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4, Reliance on Applicant's Data: The determination of this office that issuance of this permit is riot contrary to the public interest was made in reliance on the information you provided, 5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. PERMIT NUMBER: SAJ-2011-01566 PERMITTEE: City of Miami PAGE 8 of 9 Submitted into the p lic recur far i m(s) on City Clerk - (PERMITTEE) (DAT ) ��>a le / /-/o 1wi 4 el,7 (PERMITT E NA E-P IN ED) n This permit beco7es effective when the Federal official, designated to act for the Secretary of the Army, has signed below. by CLQUSER.MEGAN.L.1275434929 oatea2019.07signe1913:28:54-04'00GAiJ.L,1275434929 (DISTRICT ENGINEER) Andrew D. Kelly, Jr. Colonel, U.S. Army District Commander (DATE) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below, (TRANSFEREE -SIGNATURE) (NAME -PRINTED) (ADDRESS) (CITY, STATE, AND ZIP CODE) (DATE) PERMIT NUMBER. SAJ-2011-01666 PERMITTEE; City of Miami PAGE 9of9 5w7 VY ont�i V rk Attachments to Department of the Army Permit Number SAJ-2011-01666 1. PERMIT DRAWINGS: 13 pages, dated July 7. 2019 2. WATER QUALITY CERTIFICATION: Specific Conditions of the water quality permit/certification in accordance with General Condition number 5 on page 2 of this DA permit. 45 pages. 3. MANATEE CONDITIONS: 2 pages, Standard Manatee Conditions for In -Wafer Work — 2011 4. SEA TURTLE --- SAWFISH CONDITIONS: 1 page, Sea Turtle and Smalltooth Sawfish Constrciction Conditions, revised March 23, 2006 5. SELF -CERTIFICATION FORM: 1 page