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HomeMy WebLinkAboutSubmittal-Amanda Quirke Hand-Information PacketMIAMI•DADE� QoI Submitted into the pu record fpr itm(s) on City Clerk Department of Regulatory and Economic Resources Coastal Resources Section 701 N W 1st Court, Suite 400 Miami, FL 33136-3912 305-372-6575 Class I Construction Permit Permit Number: CLI-2019-0115 DERM Project Manager: Rockell Alhale Issue Date: Work Expiration Date: 5/20/2022 TB 5/20/2025 ST Permittee City of Miami c/o Emilio Gonzalez, City Manager 3500 Pan American Way Miami, Florida 33133 Contractor See Specific Condition #1. Bond Engineer Performance Bond: N/A Francisco Alonso, P.E#66918 Mitigation Bond: $7,200.00 T.Y. LIN International 'BEETF Contribution: $20,672.57 (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 Gvo__4 AnffracI4-r Subti recor� on teed into the p `tem(s) the new ramp. 10' • Maintenance dredging of 3,588.3 square feet of accumulated sediment within the city k footprint of the existing boat ramp and the expanded footprint located between geo- 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 CLI-2019-0115 Page: 2 of 10 Specific Conditions Submitted into the pu record for itm(s) or1 City Clerk 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. 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 erasion 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 Q 13. The contractor must contact the Coastal Resources Section at (305) 372-6575 or dermcrAmiamidade.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: .14 a. All personnel associated with the project shalt 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) must be used (see MyFWC.com/manatee). One sign which reads Caution: Boaters must be posted. A second sign measuring at least 81/2" by 11" explaining the requirements for 'idle Speed/No Wake" and 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 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 I m peri ledS pecies@my F WC. com. 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., Tallahassee, 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 limerock 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 CLI-2019-0115 Submitted into the public Page: 5 of 10 recor for item(s) 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, 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 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, DERM 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 1. 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 an 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. All work shall be performed in accordance with the above referenced plans and in accordance with the attached specific and general permit conditions. !f a General Condition(s) conflicts with a Specific Condition(s) 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 additiona! work in, on, over or upon tidal waters or coastal wetlands at the property shall require additional Class ! 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 pub lic 0, Page: 6 of 10 record for en1(s) anr� 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 Comrnencement of Construction via hand delivery, U.S. Mai!, 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.html for locating underground utility lines. 8. 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 frorn DERM to recommence work. At DERM's discretion, turbidity 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.1-2019-0115 Submitted into the pu on recordfor (s) . Page: 7 of 10 City 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 manatees) 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 Widlife 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 11 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 24-48.9(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 property 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 OE CONSTRUCTION CLI- 019-0115 Submitted into the py Page: 8 of 10 record or it (s) { 1J tG 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 a!I 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.(9), 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 Sulrnili$ i itito the public ��, r ec n d T 0. m(c) City Clerk Orr DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES COASTAL RESOURCES SECTION 701 NW 15t 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 CLERX OP TEIEE BOARD OF COUNTY COMES -STONERS ML-DANK CODUNr',.ORJD.Submitted into the pubic record for items) Date: October 20, 202611 To: From: Subject: City Clerk Honorable Chairwoman Audrey M. Edmonson and Members, Board of County Commissioners Jack Osterholt, Director Department of Regulato Class I Permit Application b Marine Stadium Basin morandum gt, MIAMI DARE Resources Agenda Item No. 5(0) Resolution No. R-1075-20 City of Miami for boat ramp redevelopment in the Recommendation I have reviewed the attached application for a Class 1 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. 16-73, 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 1 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 1 Honorable Chairwoman Audrey M. Edmonson and Members, Board of County Commissioners Page 2 `'}t mstied into the p . E; � City Clerk surface. In order to install the proposed boat ramp, the City intends to level the substrate through the removal of the existing ramp 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. The City is also requesting authorization for future maintenance trimming to provide clearance for the ramp. The proposed piers, placement of riprap, and mangrove trimmings are identified by the Code as work that can be processed administratively and are only coming 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 perrnittable 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 filling 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. 2 Honorable Chairwoman Audrey M. Edrnonson into the Submitted and Members, Board of County Commissioners public Page 3 it s t r�" °n record for City 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 which 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 3 Submitted into the p lic recor4 for item(s) • " on ex_ . City Clerk Attachment A Class I Permit Application Submitted into the pub fee r for im(s) nta Clerk Class I L Permit Application • - • - --- V 7aI i..15 v - = • 1 ' :'DEPAR'i t '1. P1ATURALRESOURCES'EUY1SIflP MINT Or .I GGIJI14Tor ,._. Y „ . , . s, ..f/c do F . -•-. .. ..... =:' - Appllcatioti must be tilled out in its entirety. Please indicate NIA for n xeappllcable fields. 1. Applicant Information: Name, City of Miami c/o Daniel Rotenberg Address. 444 SW 2nd Ave, 3rd Floor Miami, Florida dip Code: 33130 Pbone #• 305-416-1458 Fax#: 305416-1019 Email• dratenberg@miarnLgov •111.1 th4ntd he th&rppnpmt'Y hrrarmalisn fax antic! puma. 2. Applicant's Authorized Permit Agent: Aperrt to mimed to proems Soo eppraation•Itants)) s spptamental Srdomadart retafnp to the on:CaaSion and HndPis appl[an1 to all requkaments of Iha appl roam. Name: Colin liendersan, TX. Lin International Address 201 Alhambra Circle, Suite 900 Coral Gables, Florida Zip &dc- 33134— Phone #.305-714-4037 Fax #.305-567-1771 small: colln.henderson@tylln.com 3. Location where proposed activity exists or will occur (latitude and Inegitude are only necessary For properties without address or folio lf); Folio #(s): 01 4217-000-0030 Latitude. 25.744122 Longitude:-B0:171008 Street Address: 3501 Rickenbacker Causeway, Virginia Key Section: 17 Township: 545 Range: 42E In City or Town: Miami Near City or Town: Natne of waterway at location of the activity: Biscayne Bay 4. Describe the proposed activity (check all that apply): 3 Seawall 1 Dock(s) New/Replacement Seawall 0 Pier(s) ❑ Seawall Cap 0 Viewing Platform Q Batter Piles ❑ King Piles 0 Fonter/Toe Wall kRiprap tither Boat Ramp Reconstruction D Boatlift ❑ Mooring Piles ❑ Fender Piles ❑ Davits El Dredging ❑ Maintenance ❑ New 0 Filling ❑ Mangrove Trimming 0 Mangrove Removal Estimated project east $1.1 million Are you seeking an after -the -fact approval (Aft ? ❑Yes )1No If"Yes` ; describe the ATF work. 5. Proposed Use (cheek all that annlv): ❑ Single Family ❑ Multi -Family ❑ Private R Public ❑ Cornmerctat ❑ Industrial 0 Utility 6.. Uthe proposed work relates to the mooring of vessels provide the fallowing information (pi ease also indicate If the applicant does not have a vessel): Proposed Vessel Type (s): Recreational f transient Vessel MakelModel (If known): NIA Draft (s)(rangc in inches.):_12• - 24° Length (s)(ranga in feet.): 12` - 25' Total Number of Slips: 8 7. List all permits or certifications that have been applied for or obtained for the above referenced work: Issuing Agency Type of Approval Identification Number Application Date Approval Date EDEP/IUSACE ERP/SP 13-306513-011/SA1-201 Mar. 6, 2108• Nov. 28, 2018/Pern 1 5 Revisal t tit Nag Submitted into the puhre resat for ity (s) nfi �'itv 1erk 8. Contractor Information (If known): Name: N/A License N (County/State): Address: Zip Code: Phone #: Tax #: E-mail: 9. IMPORTANT NOTICE TO APPLICANTS: The written consent of the properly t;,.. d fur all applications to be considered complete. Your application WILL NOT BE PROCFSSED unless the 44, eO IN - el onscnt portion of the application is completed below. You have the obligation to apprise the Departmen . any change. r�v i t n provided in this application. Application is hereby made for a Miami -Dade County Class I permit to authorize the aclavuy ,derscribed 1e, . I agree to or t{ following: 0�� �i/iia4 °7 1 *l� yA,yM1 k4u '2P19 • I possess the authority to authorize the proposed activities at the subject property, anu fiC, e�i U� • I am familiar with the information, data and plans contained in this application, and A OP f ".,` ,u�' � • To the best of my knowledge and belief, the information, data and plans submitted are true, comp(\f�e]�sl,"� • I will provide any additional information, evidence or data necessary to provide reasonable assurance that a 0 1o}.t} .project will comply with the applicable State and County water quality standards both during construction and after the proje tt'aamplcted, and • I am authorizing the permit agent listed 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 -Dade County for the purpose of making the preliminary analyses of the site and to monitor permitted 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 PERSON (Examples: Corporation, Partnership, Trust, LLC, LLP, etc.) City of Miami Government Florida Print Narne of Applicant (Enter the complete name as registered) Type (Corp, LLC, LLP. etc.) Stale of Registration/incorporation Under the penalty of perjury, I certify that I have the authority to sign this application on behalf of the Applicant, to bind the Applicant, and if so required to authorize the issuance of a board on behalf of the Applicant. (If asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required,_ pursuant to your governing documents, operating agrceme ts, or other aurolic ihle agreements or laws, you must attach additional signature pages.*** / -- Daniel Rotenberg Director ,j/ l Signature of Authorized Representative Print Authorized Representative's Name Title Da c C. IF APPLICANT IS A JOINT VENTURE Each party must sign below(If more 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 Registration/incorporation Print Name or Applicant (Enter the complete name as registered) Type (Corp, LLC, LLP, cic.) Stale of Registration/incorporation 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 of a bond on behalf of the Applicant, (If asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents, operating agreements, or other applicable agreements or laws. You must attach additional signature pages. *** Signature of Authorized Representative Print Authorized Representative's Name 'Title Date Signature of Authorized Representative Print Authorized Representative's Name Title Date 2 6 RevEed 1 it n: tl'h ';i 1.)initted into the public i,�7 cc�•,;1 rite (s) }-` `� .,, g. } CityClerk 10. WRITTEN CONSENT OF THE PROPERTY OWNER OF THE AREA OF THE PROPOSED WORK 11We arc the fee simple owner(s) of the real property located at 3501 Riekenbacker Causeway, Virginia Key Miami -Dade County, Florida, otherwise identified in the public records of Miami -Dade County as Folio No, 01-4217-000-0030 ! am aware and fnmii iar with the contents of this application fora Miami -Dade County Class I Permit to perform the work on or adjacent to the subject property, as described in Section 4 of this application. I possess the riparian rights to the area of the proposed work Of applicable) and hereby consent to the work identified in this Class I Permit application. A. IF THE OWNER(S) IS AN INDIVIDUAI. Signature of Owner Signature of Owner Print Owner's Natne Date Print Owner's Name Date B. IF 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 (Etter the complete name as registered) 444 SW 2nd Ave, 3rd Floor, Miami, Florida 33130 Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation Address of Dwner 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 most provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents, operatingec then applicable agreements or laws, you must attach additional signature Pages.*** Daniel Rotenberg Director "-Signature of Authorized Representative Print Authorized Representative's Name Title Dat/ Signature of Authorized Representative Print Authorized Representative's Name Title Date Please Review Above Appropriate signature(s) must be included in: Box 9: either A, B or C AND Box 10: either A nr B ErEPAYq MAR 1 1 2019 NATURAL RESOURCES DIVISION DEPARTMENT OF iREGL►tr11TOF;y AND ECONOMIC nESOUr,r S 3 7 Revised I IIi&109 Submitted into the pu record for itgm(s) on c Attachment B Owner/Agent Letter, Engineer Letter and Project Sketches HL City Clerk 8 TYLUNINTERNATIONAL engineeis I pionne+s I scientists Submitted into the pu Y I record fo ite (s) , - 1 cr. on 9- City Clerk PERMIT APPLICANT / AUTHORIZED AGENT STATEMENT January 30, 2020 Miami Dade County Department of Regulatory and Economic Resources Class 1 Permitting Program 701 NW l s1 Court Miami, FL 33136 RE: Class 1 Standard Form Permit Application Number CLI-2019-0115 By the attached Class I Standard Form permit application with supporting documents, 1, Colin Henderson, am the authorized agent and hereby request permission to perfonn the work associated with Class I Permit Application CLI-2019-0115. 1 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 rninimum requirements of Chapter 24 of the Code of Miami - Dade County, Florida. Said plans and calculations shalt 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 1 Permit application involves the cutting or trimming of a mangrove tree(s), 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 aide, Suite 900 1 Coral Gables, Florida 33134 I T 305.567.1888 1 F 305.567.1771 I www.tylin.com 9 L IN INTERNATIONAL e%Jineens 1 plo]11E1s 1 scien1isIs January 30, 2020 Submitted into the publi record for it m(s) on p� _• ENGINEER LETTER OF CERTIFICATION Miami Dade County Department of Regulatory and Economic Resources Class I Permitting Program 701 NW 1 S' Court Miami, FL 33136 RE: Class I Permit Application Number CI,I-2019-0115 Ladies and Gentlemen: City Clerk 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 work. b. Harmful or increased erosion, shoaling of channels or stagnant areas of water. (Not applicable to class IV 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 treestri et,'of reproducible record prints of drawings showing changes made during the consioil 6 .reWI% 'Pee upon the marked -up prints, certified surveys, drawings, and other data fui t .y° ttr's , ' me. 'i 18 741 201 Alhambra C€rcle, Suitt' 900 I Coral C ables, Florida 33134 I T 305.567.1888 j F 305.567.1771 I www.tylin.com 10 Q. 0 Commission: Mayor Francis Suarez DI Commissioner Wilfredo (Willy) Gort Vice Chairman/ D2 Commissioner Ken Russell D3 Commissioner Joe Carollo --194 Commissioner —Iblanolo Reyes Chairman/ D5 Commissioner Keon Hardemon City Manager Emilio T. Gonzalez, Ph.D. Ca pital Improvements Program Director Steven C. Williamson VICINITY MAP N.T.S. ra9>, MIAMI MARINE STADIUM BOAT RAMP FOR CITY OF MIAMI VIRGINIA KEY, FL 33149 G-LF OF N E.Y..0 ] FLORIDA\ 1 LOCATION OCATIDN: 501 RICKENBACKER CSWY Miami, FL 33149-1021 EGAL DESCRIPTKIN: 17 18 54 42 20.487 AC MIL BEG 1709.52FTW & 1954.40FTNW OF SE COR OF SEC TH N 45 DEG W 3075FT S DD DEG W 65OFT 45 DEG E2620FT N 44 DEG E 46DFT TO POS LESS BEG 1709FTS & 1954.4oFTNW OF SE COR OF SEC TH SW263FT NW9OFT NE63FT NW245FT NE20OFTSE335FT TO POB LESS PORT OF CITY OF MIAMI OWNED LAND ON VIRGINIA P. INDEX GAARAWINGS COVER SHEET GENERAL NOTES S ITT P LAN GRADING PLAN TURBIDITY CONTROL ENVIRONMENTAL IMPACTS GENERAL NOTES BOAT RAMP EXISTING CONDITIONS PROPOSED BOAT RAMP PLAN BOAT RAMP LONGITUDINAL SECTION DOCKS CROSS SECTION DETAIL PROPOSED GRADING PLAN FLOATING DOCK SPECIFICATIONS GO✓FRNING STANDARDS AND SPECIFICATIONS: - FlDRIDA OEP*RTNFNT Df TRARSPDRTATIDN. O(SION STANDARDS DATED 2014, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIM CDRfTR4CTVON DATED W014. AS MENDED ar CONTRACT coCONERTs. - CITT Of MIANI ENOINEVNNG STANDARDS FOR oeSIGN Amp CpNSTADCTICN DATED DSCENDEA MID 070411 21 CODE DATED RAY 2ON. MIAMI MARINE STADIUM BOAT RAMP PROJECT LOCATION MAP N.T.S. 8li Iocow ww.-•s Snow ALIIAYs CALL 411.1 a6TORC you oxo AI We CITY OF MIAMI OFFICE OF CAPITAL I M. PRO VEM ENTS i OOSC9 AI,O 9], P.E. --MARINE STADIUM BOAT RAMP n�. COVER SHEET A-1 Submitted into the public 1 record for ite;n{s3 i ' on City Clerk 1 N GENFRAL NOTES, 1. GENERAL NOTES ON THE PROJECT PLANS AND DRAWINGS ARE SOLELY TO AID AND ASSIST THE CONTRACTOR WITH 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 UMITED TO THE PLANS, SPECIFICATIONS, GENERAL TERMS AND CONDITIONS, AND THE SUPPLEMENTAL TERMS AND CONDITIONS, TO FULLY UNDERSTAND AND COMPLY WITH ALL THE REQUIREMENTS THEREIN. 2, THE CONTRACTOR MUST HAND EXCAVATE AROUND AREAS WHERE EXISTING UNDERGROUND UTILITIES ARE EXPECTED OR SUSPECTED IN ORDER TO AVOID DAMAGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AU. REPAIRS AND COSTS TO CORRECT DAMAGES RESULTING FROM FAILURE TO TAKE ALL NECESSARY PRECAUTIONS INCLUDING LOCATING, MARKING AND CAREFUL EXCAVATION, AND SHOULD BE INCIDENTAL TO THE COST OF THE PROJECT. 3. IT IS THE OBLIGATION OF NE BIDDER OR NE CONTRACTOR TO MAKE HIS OWN INVESTIGATION AND SATISFY HIMSELF FULLY OF SUBSURFACE CONDITIONS PRIOR TO SUBMITTING HIS BID. FAILURE TO D0 50, WILL NOT REUEVE HIM OF HIS OBLIGATION TO COMPLETE THE WORK FULLY AND ACCEPTABLE TO NE ENGINEER AND THE OWNER FOR THE CONSIDERATION SET FORTH IN HIS BID, 4. CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM PRINTS FOR CONSTRUCTION PURPOSES. 5, AU DISTURBED GRASS AREAS SHALL BE RESTORED WITH SUITABLE SOIL AND SOLID 5T AUGUSTINE SOD IF NOT SPECIFIED OTHERWISE ON THE PLANS. 6. IT 15 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 15 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, UTIU1Y MARKERS OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH I5 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, 8. ANY DISCREPANCIES IN THESE DRAWINGS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE AIILNTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL ENGINEER ADDRESSES THE DISCREPANCIES, CONSTRUCTION NOTES 1. ALL WORK TO BE IN COMPUANCE WETH 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 CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO WORK. 5, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING INLETS AND CULVERTS CLEAN OF DEBRIS AND ANY OTHER 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 PERFORMING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. 7. ALL TREES TO BE RELOCATED OUTSIDE OF CONSTRUCTION AREA WHERE FEASIELE. UNAVOIDABLE IMPACT TO MANGROVE TREES ARE 7O 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). 8. 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, ENVIRONMENTAL N0TE$ 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 THE PROJECT ENGINEER AT LEAST SEVENTY—TWO (72) HOURS PRIOR TO USE. 3. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT %ILL BE ALLOWED WITHIN ENVIRONMENTALLY SENSITIVE AREAS. 4. CONTRACTOR SHALL NOT STAGE OR OPERATE EQUIPMENT WITHIN THE DRIPL[NE OF TREES. 5. CONTRACTOR TO PROVIDE A CERTIFIED ARBORIST WHO AOL DETERMINE ANY ROOT PRUNING AND ANY OTHER TRIMMING ACTINITES. COST TO BE INCIDENTAL TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE PRONDEO. 57RIIPTIJRAI NOTES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOOT 2020-21 STANDARD PLANS FOR ROAD MCI BRIDGE CONSTRUCTION. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH THE 2020 FDOT DESIGN MANUAL AND SUBSEQUENT STRUCTURES DESIGN BULLETINS, THE FOOT STRUCTURAL DESIGN STANDARD INDEXES/DRAWINGS, AS AMENDED BY CONTRACT DOCUMENTS, AND ALL SUBSEQUENT INTERIMS. ENVIRONMENT 15 CLASSIFIED AS EXTREMELY AGGRESSIVE. MATERIALS 5.1. BULKHEADS REINFORCED C.I.P. CONCRETE CAP: CONCRETE CLASS V(SPECIAL) f c 6,000psi, N9hi SILICA FUME. METAKAOLIN, 0R ULTRA FINE FLY ASH. CONCRETE COVER 3`CLEAR COVER, COVER DOES NOT INCLUDE TOLERANCES. REFER TO FOOT SPECIFICATION 415 FOR ALLOWABLE TOLERANCES. PLAN DIMENSIONS ALL DIMENSIONS IN THESE PLANS ARE MEASUREO IN FEET EITHER HORIZONTALLY OR VERTICALLY UNLESS OTHERIMSE NOTED. UTILITIES 8.1. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. B.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 70 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 6Y THE CONTRACTOR BEFORE BIDDING. 10.3. ANY EXCAVATED MATERIAL THAT IS DEEMED BY THE ENGINEER UNSUITABLE FOR FILLING SHALL BE PROPERLY DISPOSED OF BY 111E CONTRACTOR AT AN APPROVED FACILITY OR DUMP SITE. THE COST FOR DISPOSAL OF UNSUITABLE MATERIAL SHALL BE INCLUDED IN NE COST OF CUT AND FILL PROTECT 'MIAMI MARINE STADIUM BOAT RAMPS RICALWACXER CAUSEWAT MI. I1029., Sxn 201 ANornbfo Clrela Sta. Corot Gahlee, itprtdy 3315, Phone: r10.5-567-1888 Fete 205-567-1771 YPnNE erANCER CIJMMINS COEDRBERG, INC. Tn'A fEP ROAR 9JITE 217 SOON adwit. natal!. 1a113 6151 FAX: .1 385-074,900 welt 21 EMCC. i.Ia1T111; 10.1:ULIiut Mr: .....ran SECT WILE GENERAL NOTES P-2.0 1IIIINI1II' IVI 1 ., ;HEP -BOAT• RAP FACILITY ;e Submitted into the public record for ite (s) i 0I. City Clerk r I,;,r .A r}, ' r51}.r, �• L.t l �r� s. s C C.4w , LEMOUSH AND REMOVE E%9SfiNG RIP -RAP WALL PROPOSED RETAINING WALL (SEE DETAIL 1 ON P-4.0) ASPHALT PAVEMENT RECONSTRUCTION (SEE SHEET P-4.10 FOR GRADING DETAILS) UPLAND GRADING It ^ f—Ii f a p�^ �•'�'.." , -f] 'i i11 4-L-J_-W' 'I SHALL MATCH PROPOSED 5°D'(NGVD) L 5 ! rT r ^ GRADE UNE � { r( t r:1A7( - � 'ti ;�p..i.: `'r - '1 DEMOLISH AREA TO RECONSTRUCT PROPOSED RIPRAP SSSSSS��� `•y.�.. R r f I s.., rSY��4_ {.-_ �Fp >r7r ,- ,r ter, •1 1 -' C:ry" : L_ 4.�•�..k '...'1<`.✓�I Vim•v l���I I{ wi s Y Ems• I L. �t ` #� L I F • ,. ` y r. e . • )v t r masa MIAMI MARINE STADIUM BOAT RAMPS 1111CMFH@M1LSE1t CA4sows 11.C.DA 35 1 $01 Fdromhro CNde Sidle 500 Cord Gebloy Florid.] 3313A Ahe,A° 305-557-1350 Foe: 305-507-1771 UA1el{E DOWER .:UMTEINS CEDERBERG, INC. 2320 RF➢ ,1DM 9117E 217 fd4'TIA .*1 Rtl10CA 33112 u rnw +r 2o5•074-089 NYr1'.CL0032 R�(gCIXu W2 A f 20E2 A'111A •111111 CC.11l.ILl:l.IL1: AR'N ReAIMS CC MSC= R7r d,1551.14 .1RA1R1 MA tl1ECNID SCALE 91[R RAS SITEPLAN P-3.0 if Submitted into the public record fo item() on r 3 City Clerk prtrNrA'VK rfofSTR1AM/BIC{ RArt+MC !HOE+ AG; r+'9Wl %VII/ 7erf 1 PIO ET 110f1.1 PPMfL T. W. flFM. S.V Pfl FO H0 GA,Wlrr, W;11 Fper 5-rammed EAVE*Ifr+7 REro, srRMTION „W°„ 60+7 fl iP. WIRVS PROM 3.6r TO Sa NGVO RFWutf !v ys[x rn vtrnr Erlf1714— DETAIL 1— MOROSE() RETAINING WAL k fk131'7kG-r y GRvuWp r 411, A Mean High Water ,Line;I— NA O 88 Devotion OM' NGVD 29 Elevation 1.74' PROPOSED CONC. BOAT RAMP, TYP. EXIST. CONC. BOAT RAMP TO BE DEMOUSHED MATCH EXISTING ELEV. 2.59' EXIST. EDGE OF PAVEMENT r 5.00' -2 0 -- .0 1 PROPOSED GANGWAY, TTP. PROPOSED F[MED DOCK, IYP. (ELEV. +5.0) //17/ 5.00' PROPOSED FLOATING DOCK, TYP. 00'. 5.00' 5" Concfete ■ 5.a8' PLANE) GRADING SHALL MATCH PROPOSED 5.0' (NGVD) GRADE LINE 37,5. PROPOSED GUIDE PILE, TYP. f PROPOSED ELEVATION PAVEMENT AREA TO RECONSTRUCT t eon K O Water Line +i— AW S9 E ieva+on 0.14 NGVD i9 Elevation 1.74' /Edge of Wa r1., 5 PM oe+-oa-;l 1 r . 4"-97A\NegetaLion Line H0S & Vac K, 51354058 E. 928830,264O1°- j El. 5.65 ( TOP OF WALL ELEV. 5.00' ❑ u � 1 -a 1'.. 4 PROP. RETAINING 'A WALL — SEE DETAIL 1 ON THIS SHEET EGRADE GRAVEL AREA. TO MEET" EXISTING GRADE MIAMI MARINE STADIUM BOAT RAMPS F1010410117 OM/SWAT 11IANy ETFRpA ,17H35 261 Alhambra CFEIe Surt. apv Cl-3sA Gd61er, Flprldp 3htx Phone:3-5-5- Fox: 31771 v5Ra[ D1 CUTAMlNS CEPEREERC, INC. SOWN W�flat. FLOOR 33145 TEL• Fb5Om-Om-CZFNC ♦1 ]GS-aitis BSI WYN.CI4NIMS LRKAL.P2ri CA. a x-.e.s C11.11.‘51\S I t'LUr:111:L1t+: a 2 CC PRG.CCT CS S11r9 ,Is LWAYRO axnam nw PICT T115E GRADING PLAN snEcr P-4. 0 Submitted into the public ` record ,for itern(s) City Clerk 1 F BISCAYNE BAY "S • tom' . 14'4 !TjE21 TURBIDITY BARRIER TURBIDITY BARRIER NOTES I. .TURBIDITY CURTAINS SHALL BE DEPLOYED 1N A MANNER NOT TO ENTANGLE OR HARM MANATEES. 2. TURBIDITY SHALL 8E MONITORED AS OUTLINED IN YHE REGULATORY PEANUTS, 3. TURBIDITY 8ARR1ER5 ARE TO 8E USED 1N ALL PERMANENT BODIES OF WATER REGARDLESS OF THE WATER DEPTH. 4. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. S. DEPLOYMENT OF BARRIER AROUND PULE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 6. NAVIGATION MAY RE0UIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS, ERD5117NISEDIMENT CONTROL NOTES THE PURPOSE OF EROSION CONTROL 15 TO PREVENT POLLUTION OF BODIES OF WATER ON OR ADJACENT TO THE PROJECT SITE. IN ADDITION, EROSION CONTROL SHALL PREVENT DAMAGE TO ADJACENT PROPERTY. AND WORK 1N PROGRESS. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RE5P0NS18fl1TY TO INSPECT ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, FLOATING TLIAB101TY BARRIER 4fi! M1 1, 4, r SLOTTED PvC CONVECTOR PIPE (METAL COLLAR REINFORCED) ,F 01.4E ,-1 . C :��'�l lC. C Ley I}V/NYL SHEATHED EAW STEEL CABLE 19E00 LBS. BREAKING STRENG2H1 WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT1 CLOSED CELL SOLID PLASTIC FOAM FLOTATION 8` DIA. £OU1V.J 11T LBS. T. athoroi YI CLOSED CELL SOIf1 PLASTIC FOAM FLOTATION IV DIA. EOUN,J 112 LBS. PER FT. BUOYANCY) e 5VI0[Np51�m�s f300 7iS71 ANTNM1LACING 5' STP. (SI11GL€ PA11EL FOR DEPTHS S' DR LESSL flS' STD. (ADDITIONAL PANEL FOR DEPTHS 3')- IIRTAIN TO REAEN BOTTOS1 DP TO GEPTHS Of 10 FEET, TWO 12) PANELS 7O BE OSED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR 1N THE PLANS OR A5 DE7ERHINED DY THE ENGINEER. PfuL2IPRO ROP f6ALVANIZEO CI FLOATING TURBIDITY BARRIERS FRAIL MIAMI MARINE STADIUM BOAT RAMPS 100m0AL15R GUMMY 14A14 RAMA SN,;4 61 A912nbra CIr1e Sltic Ca0 Cure) Ceblea, Flul6p 33.114 Phoatle 3 305 7-177160 Fwc 305-507-1771 MWIE EHGAEGI C MMINS CEDEREERC. INC. 7$10 MW MXW, SAM 217 00JIH MAK 11AWPA 35145 WM, •14 1000 711-0104 FNL .1 1nVARPAI LR-0CBERC,ECr1 LGA F 20062 1'r Ft1 411 '+ I l'1.11I.I l I tr 11I i rcl'rElwaxo>a'tcY+'-0 k R Et PROJECT NO, GRAIN 11110 .la 0IE0OD 464E I1:+la SKr 1014E TURBIDITY CONTROL S',� P-5. D Submitted int° the pub record for it e (s) 0 City Clerk PROJECT A(IAN.I MARINE STADIUM BOAT RAMPS / AREA OF SEAGRASS IMPACTS• /./ TI' 7m94'"Eli.g.make.1/4`misPaz...al MI AREA OF MANGROVE SCRUB IMPACTS. J A+yk •PER PERM SURVEY PERFORATED ON 08—O7 2O19 ®O� •mar+§ro LFdr Sake coral Grimm. F7rrleo I I AWN,: 305- 56a-1eea FCC a45..5.57-1771 .% �// / AREA OF SEAGRA55 IMPACTS 2,759 SF WANE flwHQR ClPAI NS CEDERSERG. INC. scum WS ?. ru: •1. - 4 323-774-10e0 ra L'Iltt ,!!i, I ti Ili! 14111.1t": /. f ,r J // / / •r� - _ r/ I f-.//f;/. • // I l . // • Alb • jr% % m //// ,/, / //%// /�/ ,///��/// /i ii r// / / // •�///r;;.i. / ./ sr • � , r / // . / ,;�r j] Meon Hlgh Wafer"Line +]r— NAVD 88 Eievation'U.18'' wr -� h J��V w. -+• NOVO 29 Elevation 1,74" F za 2,� ,, 3c"` 1 r •` �`'�;`� y.�l�'�� _ J.,y 1. J r 04 m �~ ` �IJ//j• it '�± 'l r' R • _ram -'~nP+�1' 11 ! ! .` Ile3r - .•.! AREA OF MANGROVE �--- j / a •‘ Yam* / + SCRUB IMPACTS f • 11[[�� 1 r:' — 5i ••! CC PliNECT RC 5.9110 J. 4 - 'r t • try •�. \. CU. 1 wit . .1A ty NV4 J + c.... x i• '". ^'ir - 'i % •ENVIRONMENTAL • e„ - ' d" /J N / 1 slur mrf IMPACTS .. ,,,_��� ` .ems• Jib i!I `'� SKEET P-6.0 Submitted into the public record or ite (s) onr3 ?`3 City Clerk 5 1. General 1.1. The work sands% of proY,d'ag PI constru:.Uon, labor, equipment. material and operations in Cannecton WGh the repair of the seawall aria retatta Improvements as shown on these drawings. 7.2. Any ducat pa ncle4 in the prang W.Ih the field conditions shad be brought to tine immediate attention a: the Engineer, Construction shall rat be/Pride until the Engineer has addressed the discrepancies. 1,3, The contractor shall lake all necessary prccauuoret to protect existing structures in the project 7iminity. Fury damage to private of public property within the Project vicinity, inducting staging ORS, Hr1rk and pokes areas shall be repaired promply by the Contractor. ,any damage as a result of the Cannoclolo Rperatlons shall be repaired al ro oast to !he Owner. All access and staging areas shag be kept neat, orderly and In a safe manner. A11 access and staging areas shall be restored lathe pre -construction condition upon pratest compkllon al the cost or the Contractor. The Pie shall be restored by lemoo1:p and tinishmg all evidence 10rcanatnr1lon, in the event infrastructure (such as walkways. sidewalks, tenses, Vegetation, etc.1 Is tempora•Ity rem2vod or rel0Gltea or mere 1s unauthorized damage to vegalalkn andrar facilities by the Cedar: a the Contractor Shall restore all damage 1G structures and natural feafLReSla prthaonstruction conditions or better. UHlnlca are not shoe In the fdane. Contractor Is responsible tar locating all pre-.enl Wades prior to ensnaoe plant -controlled cpnddlpn5 Contractor Is responsible for providing proper clearance and protection to al overhead *Ms 6. Steel and gbstmcllans, 1.1. All retnforeing tar shall conform to ASTM A615,Grade 30, deformed barn free from loose rust 1,3. The Contractor snarl exclude the public from the work areas in the knmediate vicinity of and scale. operations, Contractor shall provide appropriate safely measures la protect the public. 5.2. 1,7. All new structural work including Concrete and relnfo2Cornent shall be accurately !RR measured and dimensions vented by the Contractor idler to rNCering materials. Contractor shall be 5.3. prepared to make lipid adjustments In accurately 0t the new work to exsting conditions. Na construction shall commence until all required permits and approvals have been secured 5.4. and the Contractor has been Issued Notice to Propped. Anent:an Is directed to the fact that these plans may have been changed in size by reproduction This should be considered when obtaning scaled data. Construction work strait be executed In accordance wile a8 local. stale, and national Adding 1,5, 1.8. 1,9, 1.10 2. Layout and Testing 2.1. AI conslmC[bn stakeout shalt be performed by and paid for by the contractor under the supervision of a surveyor registered In the slate of Florida. An resting and im502120n ler concrete materials shall be In accordance vim FDOT sprlgcadons and shall be performed by an independent testing laboratory. 3. Demoll1Wn 3.1, Contractor shall verify the a rents, Ia0alWn and quantifies or existing elements to be removed. 3.1 A11 debris within the emits of the project shall be hauled off sire by we Contractor. as directed by the Owner, and disposed of at an appropriate rad0ty, 68. Pies shalt be from a FD07 mdlfkd facility of prestressed concrete products. 3.3. Contractor shall notdamage any structural components beyond the deflation requirements 6.7. PIIng shall be installed in accordance with geotechnlfal report, unless otherwise noted. depicted in these drawings. Any damage shalt bt repaired at the Contractor's expense, 6.0. Refer to geolydhnlcal report by NV5 dated April 24, 2016 for soli boring logs. 4. Concrete 3.9. Plies may be pre-ps'ndhed but must be driven to Sral tip elevation 4.1. Forms for this work shall be made of either wood or meta. They shall he straight and Iree of 7. Tidal Oath warp or bends, Tney shall have sufficient strength and rigidity, Wien staked, to resist the 7,1. Contractor may need to adjust his work plan M aecovm for actual Mg1er levels and changing pressure of the concrete without Springkltt. I1w2Oden forms are used. they shag be al water Ieved. The site may be subject to variable wave and surge conditions and 8 is the adequate section and shall have a Bat surface en lop. Farms Shag have a depth al least equal responsibility of the C9Mractbr hi provide temporarysupport for marine %trudWGs and le the vertical dimensions for the depth of the concrete being deposited against there. When shoreline during 0Anstrualrn Tidal data Olga I led from Virginia Key, Florida Station ID ready far the concrete to be deposited, they shall nib Vary from the approved One and grade, 8723214, and shall be kept so until the concrete has set 8, Submittals Just plot to placing the concrete aril/wooden forms shall be moistened and aft steel reinforcing 8,1, Review of submittals by the structural engineer Is for general conformance waah the design shall be rinsed with fresh water. The concrete shall be placed In the losing and tamped in place concept as presented by the contract documents. No detailed check of quantities or so that al noneyosmbs will be 0Sminated and suBlclent mortar brought to a smooth even finish dimensions will be made, 8.2. All shop drawings most bear evidence of the Contractors approval prior le submitting to the 4.3. Engineer. 8.3. The fatiowing minimum submittals snail be prepared by the Contractor and subml1ed to the 4A. Engineer for review and approval prior to related COnS1r rcdon act2Ity: 4.5B.3.1. SBheduta for Compietlon of work Mtn tasks and durations defined 0.3,1 Dematillan Methods G Disposer Plan 8.3.3. Concrete Mix Design 0.34. Relnforring Steel 8.35. Precast concrete paesrslabs &3.8. Floating Docks (speciahy engLneered item) 3.3.7. Rock/Gravel 8.3.8. Pile caps 4.7. No wale shalt be added to cane/eta a1 the lob site udess authorized by the Engineer or 8.4. Submittals for speedily engineered Items shall be slgneo/sealed by Florida Professional Special Inspector. Engineer. 'Mien surface 6nlshing is completed, the structure shalt be protected against wave splash tar 9. Design Criteria two days and cured per oppllcabte paragraphs of Section 400-16 of the FOOT Standard 5,1. PBC 2014. ASCE 7-10 uncecupled wind Nuns 175 mph. Vasd = 133 mph, Risk Cat II. Exp. D. Gad = 0 4.9. 9.2. occupied wind Vs 4lmph (sustained) Relnforob, steel. supports, and tie wire shall be hedipped galvanized In accordance win ASTM A767, MMFX or CHROMX 4100 steel can be used as an aeernale 1D ho[.dipped ga1anixeo steel at Contractors option, with no addldoed Cast to acme,. Steel she' be placed as shown In the pram. All accessories shall be pla0i1 on2 to support 'obtruding exposed to weather. Alf Tetnlar2hlg steel shall a0earalely located and Cr* held in place before and during the place of concrete. 5.5. WWM shall conform Ia ASTM A185 or A497. 3.6. Contractor to Prow 10%ad0id0nal relnfordng steel to be used at engineers diS5;elien daring 4.2. 4.8. 4.13, Concrete Formwarkers and Finishers: The eamracior shad supply a sufficient number al experienced c0ncre[e ronnworke1s and finishers In ardor le complete the work. A garotte foreman who has a thorough understanding of the plane specifications, and referenced specifications shall supervise all formwsrkers and finishes, No subsardard workmanship M be accepted. Provide standard light WOW, Girlish L111.0. 4.14. Concrete Transportallon: Concrete delivered from a ready met ptam shall be transported in accordance to FOOT Section 3R5-11 Centralia that Is not placed in the form wrisldn the spedtied time limits will be rejected and not fncki fed In the wt0k CarVat:Or shall bear all costs for rejected concrete, Concrete shall not be plated In the forms until the reinforcing steel plasemen; has keen approved by the Engineer, 4,15. Relnlar0ed Cantrote Materiel% Testing: The Contractor shall have an Irdependem taming laboratorytest LSE Concrete used In the wart. The test shall include 7. 14. and 28 day compressive strength tests. The results shall be suppled to the Engineer. The tests shalt he In accordance wnh ASTU C31, C31 and C617, 4,13, Adhesive bonded dowels shall be Instaled'en 570014ante w4th FOOT Stollen 416. 4.17, Precast concrete shalt attain 28 day comprehensive strength fa a 6ksL d,t& Preea¢t ramp slabs may be sire -east. All other precast elements seal he coal aff giro, Under oode5 and governing reg5letions.FDEP, USAGE, and Miami Dade County. Contractorshall e2n0buctien. adhere to ail Conditions of 01e permits and exemptions. G. Concrete Plies 5,1. Pile: shad be 74" square prestressed concrete plies with (e2 0.3' dometer strands, grade270 ksL LR5. 6.3, Concrete to be minimum 8,035 pal, and follow FOOT Ckus-V concrete specifications, Minimum commie Cower lO Internal reinforcement shall be 3" on all sides. 3.3. Piles shah be drivon a minimum of 211 feet Pile logs anal be recorded for all driven piles G. shall be submitted to engineer for approval prior 10 pile cut-off or cap pour. 5.4, Alike shall be cut ail at olevatlons shown In the plans and sections herein. 3.6, Contractor to submit shop crawtngs for concrete piles, by means of a neat. Contractor shall be prepared to place concrete of lower members of tea marine slrJuurps In submerged cond1f0ns Wlixlrg} lremie Methods at no additional cast. No concrete shall be poured during unfa101bie weather ar sea cordi1 Dnc. Alt Steel shall nave a minimum of 3 Inchem concrete Coker, unless othervwse noted. No thole or other metal shag protrude from surface of concrete. Castars•place concrete shalt be a minimum of 5,000 PSI compressive strength at 28 days. Water cement. ratio (w2C) shall be less limn or equal to 0.4. Provide mix design fora Class IV concrete ler an extremely aggresslvo (marine) environment in accordance with FOOT speci0callon5. Provide sari -lent amount of fly ash and silica fume!5the cement Carden. Contractor shall provide mix design to Engineer far approva110days prior la Concrete placement A surface penetrant sealer of alky2alkoxy 5iane ciassi1ca11on• such as BASF Envir05e91, pr approved equal shag be applied all exposed concrete, 4,10 Apply S1ka Armatec 110 banding agent or approved equal, at construction Joints prior to placement of new/concrete 4,11, Components not eanstruced according to these specificadorrs small be removed and rdptaced properly al the expense of the contractor, 4,12, The faces of the finished SN,rctire5 shall be Info, straight, and of uniform width, free ham humps, sags, or other ImeguurItes except as speollled In the plans, The r0ntra0tp1 shall 10. RaciyRewolmont replace any deticienl segments. 10,1, Proposed rock 90u1pet'S1 must be approved for use by the engineer prier to me 9.3. Dock/Ramp LL = tog psi, 9.4. Design Vessel LOA a 46' 9.S. Occupied Wave Ht. = 1.5 f1 9.6. Unoccupied Wave Hi. O2n 9.7, Storm surge • 2 Al (Mean Range NOAAI 18. FOOT std, spec for road S bridge construction. Commencement of the wad. Once the sour9e2Si fir rcek ara approved, the con[rooror shalt not use material tram another source without repeating LNC aooeplanee and test pr0eedares la qualify the Oilier 5ouree(1). 10,2 AL rock shall meet the folowing minimum requirements, contractor shall be reSpardble for providing quarry certikatlons and performing quality tests on all rots, 10.3. Cleans sound, and durable. and free from fractures. Inclusions. colds, or ether defects, free of earth, clay. refuse, or adherent ooaVngs. 10.3.1. Minimum specific gravity o1225 (140.0 pct. 10.3.2. soundness 15%max toss (airy: caS) 10,3,3, Such character that S will not disintegrate from the scion of air, water, or the pondtgans of handling and placing. Maximum abrasion loss of 50%(astm c131) 10.3A. Rough angular quarried Material with a shape thal assures interlocking with adjacent rook. 10A. All roGrw48 be subject to on.sae random sampling and testing tindud9g random drop mop. Reeklhat does not conform In speoldcgrauity, stryeture and other charade/RCM requirements v411 be rejected. The presence of unsatisfactory rack or ohjeddonable lorelgn material b any of corVaeto: provided rock will be deemed sullIclent reason for rejection of the entire Wad or robe. Any such load at rock shall be Immediately removed from the she at the retractor's expense, 10.5. Rock Used ter the revetment cans;ructlon shall conform lathe follev,ng size ranges: 10.6,1, Weight SO -260 ®s 105.2 Nominal dimension: 1 -1.5 It 10.E3. The least dimension of any rack shad not be less than one-lnim ors) of 1,1,, greatest dimension of that rock. Square or Bat rock shall not be accepted. Rock sl20 31mll be taken as the average of the rock's maximum girth measured hn each of three perpendicular axes. The in -place rock shall be well graded and represent the range al size specified, 11. Geoiechnlcal T1,1. Subgrads far ramp slab shall be prepared In accordance with geoteCMlCal rope by NVS, dated apr8 2110, 12. Lombar 12,1. Design Is in accordance with 2017 Florida Building Code & ASCE 7.10. 32.2. Ali dimensional lumber shall be pressure treated, ne.1 dense grade SYP or Metter and comply with A,I,T,:C. 309.60 speci5cations unless otherwise noted, 13. Ger/textile 12.2. All dimensional lumber shaft be pressure treated. no.1 dense Grade SYP or better and comply with R.I,T,C. 109.69 specifications unless otherwise notcdAlI geotnele co be Mirafl 360n er approved equivaiont. 123. Install Geotextlfe as indicated on the drawings and to accordance with the mlanufactarers I1Slruclionl. 12.4. Place bend:retie ona smooth graded surface approved by the engineer. place ge1textile in immediate contact with the prepared slope such that there are no colds, in such .manner that It will not be excessively stretched or torn upon placement of owerlyin5 materials. 12.5.. Meted' the Geatextl le using anchor pins recommended by the manufacturer. 12.6. Jain geatc#k1e sheets by ovedap5ln2 a minimum of 3 feet, ABBREVIATIONS AM AMERICAN CONCRETEINSTITUTE AS1M andeleW SOCS69Y FORTE3119013110 MATO:0LS COW CONr0ruOUS CANTO CON114410 Grp CENTERED MEP FLORIDA .OEPARTMEs13051.I OOIJMEATAL PROTECTION F6[1T FLORIDA DEPARTMENT OF2RAALSPORTATION KSI nips PERSCUARE INCH LOA LEMGTIS OVERALL MHW MEAN MION WATER MIN MINIMUM MLW MEAN LCAw WA1ER NAV0 NORTH AMERICAN VERTICAL DATUM NCM1 NATKINAL 0EODERC VERTICAL DATUM PIRA PERNITTLNYL,ENNRONMENT, ANDREC.JLATORY AFFAIRS Psi POUNDS PER 5011ARE INCH TYP TYPICAL USAGE UNREOSTATES ARMY CORPS OF ENGINEERS VAC WATER9CEMENT RATIO IMMO UNLESS NOTEDOTHERONSE SYMBOLS LEGEND DIRECTION OF VIEW FOR SECTION. CUT CTION ETT R 7 FR SECTION IS SHOW DETAIL IS SHOWN SECTION CUT DETAIL NUMBER DETAIL SYMBOL r.p btr MiAMI MARINE STADIUM BOAT RAMPS 15.,4r¢n0Ar Mr rxu. riwnA llas fYLININTERNATIONAL 301 A0vnera Omit Side SOD Ceieloallea Refnn 33134 Prow a0%Br lore Fir aa5-Sa7-1771 mutt. Efaumert CUMMINS CEOERBERS. INC, 1510••RE5ROA0, RIMEap 12V..rwwA 41.01.203,. TEL-I M6 TAI.SM FAX -10 q 01r•ru wwwCwrw�pree!KWh. ['l I W ally': I t'I IH nm lgti! 0Er. ..SON S TAT. P VERTICAL DATUM 5 ouco l5 57232'-4 'rTMHW LINE 1,74' A,31' • 0.0' NGVD 1929 MLW LINE mei TO SCALE 2 3 sesrinatc GENERAL NOTES }4211ca1 C M - 1 . 0 .?nhmitted into the public :cord for item(s) City Clerk • DEMO ASPHALT AS REVD FOR NEW CONC. RAMP n EXIST. CONC. RAMP TO 8E DEMOIJSHED 5' Concrete DEMO EXIST. REVETMENT AS REQ'D FOR NEW 4 RAMP IMPROVEMENTS S1/4 10 20 GRAPHIC SALE 11XL7: 1^=20• NOTES: 1. SURVEY BY E.R. BROWN & ASSOCIATES INC. DATED ON 08/04/17, 2. HORIZONTAL COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE MD 83(1990) 3. ELEVATIONS ARE IN REFERENCE TO THE NATIONAL GEODETIC VERTICAL DATUM, 1929(NGVD29). 4.0.• NVegetn#67 Line N 513549.458fog Nail &e x E. 928530.264 El— 5.65' (NGW "j x kc MIAMI MARINE STAOfUM BOAT RAMPS rm..Ena.CXE. L•43.t .. +,uw. Rom. WC:, TY,L.1ti1NTERtNATIG 1AL za, AC.r,S? taela :w. taco C .IG 1 n,Fia e.15]19e Prone: 2 .027.1B0R For305-167.1771 �+mN:.kaGNkLA GL1MMIN3 CEr;ERBERG. INC. ,l:a (Ito Pwn, m lak ;,: wu4. ncm *ntu rut -t wm. s-wn w:vwiv.w7am:; :LEREV e,-w. 41111 Ill\ti r IU as dbl xm+s 1.noa. cc CrMgRuv. 13.1: LC C co A �.L1 ri11 EXISTING CONDITIONS & DEMOLITION PLAN 1=CCTaCsa CMI-1.1 Submitted into the p blic record or ite (s) - "' City Clerk 41, La:�t Moon High Wafer Line +/- NAVO 88 Elevation 0.18' NGVD 29 Elevation 1.74' NOTE: REFER TO SHEET CM-2.4 FOR GRADING PLAN. CST. FLOATING DOCK 18.-6 PROPOSED GANGWAY, TYP. PROPOSED CONC. BOAT RAMP, TYP. ROCK REVETMENT APRON PROPOSED CLEATS 12' 0.C. drib BOTH SIDES, TYP. PROPOSED GUIDE a' ALUMINUM LADDER, TYP. l // 33'-0" PROPOSED CONC. FLOATING DOCK, TYP. 35.-0" 20 -0" ! 38'--0" / 20.-0" N 513575.58 E 928756.79 SLAB NOTES: 1. CONTRACTOR SHALL ADD REINFORCEMENT AS REQUIRED FOR LIFTING. PROVIDE SUFFICIENT HOIST PORTS & BRACING TO AVOID CRACKING PRECAST SLABS HARDNING. 2. CUT LIFTING INSERTS FLUSH WJ CONCRETE AFTER INSTALLATION• ' AND COAT W/ EPDXY 3. PROVIDE .i " V-GROOVE FINISH ON SLABS. `*+ 14. MINIMUM PRECAST SLAB WIDTH SHALL BE 2'-6". of .,� „. - CONC. BOAT- RAMP 7" C.I.P. CONC. SLAB W�WWM 6X6-W2.91LW2.9 MID -DEPTH CONIC. N 513564.04 CURB' rn E 928842.01 TYP. x a 0 rq %eT MIAMI MARINE STADIUM BOAT RAMPS NY,Ifl C.f4F e u1e, u u._ROM., 1N19 10 20 1 GRAC SCALE TYL.ILViNTEr"S'ATI0NAL 11X17: I' 20' 20: Shwas. Vaasa Sw1a9W e ssalassies.Paa9a 33sas Musa, Xe..497-aRa Fu:]ti5/7.97T1 7'--6" C.I.P. CONC. RAMP SLAB ABOVE MHW '...r. • a QUANTITY TABLE wWINt [lw tf ClMMINS. CEDER®ERG, INC. r91.6AF11,161,. WIT:.l1 ▪ wns ]iis Mf.,=W.-1M xi w.cuu.nl POVISenamU l'1pw..w.;'.: I l'I111Mil :LI: TOTAL RIPRAP VOLUME TOTAL LENGTH OF RIPRAP APRON FIXED DOCK AREA OVER WATER FLOATING DOCK AREA 80 CY 245 IF 418 SO. FT €0 SO. FT sawn Sass/ .sscW1 SHUT nnc PROPOSED RAMP PLAN CM-2.0 Submitted into the public record r item(s) �r City Clerk T#'57 IALL 10 ©0 -5 u,1 119' -4" F xr I 70 -n" PROPOSED GRADE (SEE CIVIL) TOP OF RAMP ELEV. +3.0' NGVD 6" PRECAST CONC. RAMP SLABS ON GRADE WM-f #4 012" EA WAY MID -DEPTH E-41 T-. GRADE . . TOP OF DOCK ELEV +5.0' NGVD .� C.LP. CONC, SLAB, , , PH GRADE, ABOVE . MHW, . _ `- 0. .. . . . ... , ........ PRECAST CONC..DECK'I• SLAB. TYR, • • I• —ti • MLW -0 31' um--�-Y — .FfiCW?31 ,IaLl4t1^ RAMP SLABS ...._ ..... ..... .•...,............. ' BENT: TYP. ' .... CONC. •PILE— BEYOND, •TYP ..F... -3m• SU+B d01NT WITH _ COMPACTED 157 GRAVEL FILL iYP. '� am _. !f 19'-3" 0 50 -0 RAMP - 8H:1V SLOPE .1 LONGITUDINAL SECTION SCALE: 1:6 (11X17) - PRECAAST GONG. RAMP SLABS GRAVEL .7 TOE BREAK ELEV. -3.25 NU() GUIDE PILE, TYP. 1TP. 4'X30' GANGWAY HINGE BOLTED CONN. W/ RUBBER GASKETS r CONC. FLOATING J BOCK SYSTEM, TYP. 1.5 -MIN. • at_�a�1 VAINN A -O.—GEOTEXTILE 1a'-0 CI< R Nr 611:IV SLOPE SEE ,DETAIL . i ... GANGWAY PVC CAP, TYP. CAP ELEV. +14' GUIDE PILE, TYP. TOE OF RA}JPPONTOON JOINT • ELEV.•-4.9' NGVD• LONGITUDINAL SECTION ( A SCALE: 1:6 (11 X17) G M1N. ALUMINUM . • .. . LADDER, TYP. . .7_1IHW +1.74' Km) 100 20' MIN. EMeEl. .MLYf -D.31' NC+ TYP. TIP ELEV. -30' NGGVD, TYP. 10 G -5 Purr — MIAMI MARINE STADIUM BOAT RAMPS r ,artoiatok�,. tw T'+ LINTINTEiiNATIO,NLAL N1 fllamaI Clrcle Sne 541 Coal MOAN, FRMa r lx P1a5c,9 7.1$89 Bag: 305557-1771 CUUMINS CELIERBERG INC Me Rao Rona S1$R avn ww.PLpta ave TEL- Z45 a rar a cw cFrrm�eac 015I111Ni 1 (SIMMER; e,Lx rf..!•r r.,..19 Lay SEAL .uyylS T.vlOa-PE.icP:� 11 1' CC Pf O kCI w3. A an[tt nnc BOAT RAMP LONGITUDINAL SECTION tr ,OFS CM-2.1 Submitted into the public record for it . (s) - ity IClcik HOOKED ALE CAP REINF. 0 ENDS T&B MLW -0.31 5 0" DOCK SECTION SCALE: 1:3 (11X17) GUIDE PILE BEYOND, TYP. DOCK SECTION SCALE: 1:3 (11X17) PROPOSED REINFORCED CONC. DECK TO BE INSTALLED ELEV. +5.0' NGVD PROPOSED REINFORCED CONC. CAP TO BE INSTALLED T/R!P-RAP FLUSH W/ RAMP 0 FLOATING DOCK. BEYOND. 14' CONC. PILES, TYP. TO BE INSTALLED ,$11P ELEV. -25.0' NGVD 12" HUG CLEAT 16' .�. MAX., TYP. CONC. FLOATING DOCK SYSTEM, TYP. CONT. FENDER, TYP. FULLY ENCAPSULATED SOLID POLYSTYRENE CORE 4'-0" ROCK SEAGRASS GEDTEXTII.E SEE DETAL TYP. SLAB REINF. #4 0 12' X 2'-0" #5 CONT. j5 0 12" H, 8" THICKENED EDGE -m*- MEMO U■WE MBES MEMO =•UMM mmiimm ..U•1 PROVIDE #5 TRANSVERSE BARS a 12" 0.C. MAX. TOP AND BOTTOM 3" CLR TYP.. T/REVETMENT FLUSH W/ CURB TYF REVETMENT �EXIST. SEAGRASS GEOTEXTILE RAMP EDGE TERMINATION DETAIL, 1 SCALE: 1:3 (11X17) I1;M-2.1 PROVIDE 15 TRANSVERSE BARS SPACED Al 12" 0.0. MAX. FLEXURAL BARS PROVIDE #5 LONG. BARS E 12" D.C. TOP PROVIDE #6 0 12' 0.C. BOTTOM LONG. FINISHED GRADE (SEE CIVIL PLANS) 4" SRODMED EDGE FINISH 0 PERI1. TYP. }" V-GROOVE FINISH, TYP, WWM 6"x8" THICK EDGE W/15 B. CONT. RAMP EDGE TERMINATION DETAIL 2� SCALE: 1:3 (11X17) imak,ECS MIAMI MARINE STADIUM BOAT RAMPS R CGNMC'6fl GuLstN..v ..Hut,.iD110,4/ .. TYLININTERNATIONAL ]M wvrkta arao Skit 9M Corala.e><. Wrd 33I I py..A[6457-71 Rix ms50-17i1 wa.CtNmstLN CUMMINS CEVERBERG, INC. rsw IE9 N<+•a ss, TMwa 4Ifl Miarn ..Mram rsal. Ca•.ta,• rig IMIN`k 17R1Rimes: JASON . LOR..c..ac:1 i 3 u VC ❑€CK(D AME nt s.tNu. 9.ER 111LL DOCKS CROSS SECTIONS aiti ccsn CM-2.2 Submitted into the pub is record or ite {s} s on 3.- • City Clerk Hoar r,: �'ganrc7- - 51'1.1ns SECTION A -A CLOSURE POUR, TO. 14 STIRRUPS 0 I2" O.C. £� CLOSURE POUR #4 0 12" O.C. DWLSX2'-5" rf 7 EF --� (4) #7 BARS TOP AND BOTTOM W3.4 Spiral Ties- 6" DWL EMBED. TYP. G PILE/CAP PILE CAP REINFORCING DETAIL 6" Pilch ELEVATION TA-1 A —J 16 Thins tA 3' Pilch PROPOSED P.S CONCRETE PILE DETAIL (TYP.) CM-2.0 6" BRG. SCALE: 1:3 {11X17) N.T.S. 3 #5 TOP NEOPRENE BRIG. PAD, TYP. PROPOSED REINFORCED CONCRETE SLAB, TYP. PROPOSED REINFORCED CONCRETE PILE CAP. TYP. 14 CLOSED VERTICAL STIRRUPS 0 12" 0.C, DRILL 9" & EPDXY /S DOWEL X 1' 9" + HI( INTO PILE PLAN 3 Tums 1' Pitch -i ,c1' a/4" c 3' Chamfer (Typ.) 14"x14" PILE SPECEFICATION: I. Fc' = 5,0DO PSI °AN) 2. MIN. 3" COVER ON All REINFORCEMENT. 3. ALL PILINGS SHALL CONFORM TD FOOT CONCR. CLASS V SPEC. 4. PILING TO ACHIEVE BEARING CAPACITY OF 40 TONS 5. CONTRACTOR TO MAINTAIN PILE LOGS. 6. CUT LIFTING INSERTS USN W/ FILE AND COAT W/ EPDXY. 12" GALV. CLEAT PROPOSED FLOATING DOCK PROPOSED FLOATING DOCK CLEAT DETAIL N.T.S. C� SECTION A -A MIAMI MARINE STADIUM BOAT' RAMPS .n4eG.i,p'PRGuarWA.r MINK FlB4G nun TYLININTEP:NA11ONFL ]01 lewd. Grua Sae DX Gael OiWec. Fbiye ]]131 Prone WSW -WO xsssr-171r M fE EnC iGc CUMMINS C.EDEaBER{+, MCC. 1 =11EGPWC,0:M FIi surrnwwr FLOM.WO TEL.1 vs z.141. Fu. -e ]Y 9lwepp4 w,w[clluw .MSEKA:ne C IDL1111., I t101151,11t1: a3 4t r,5vyp4,uy .w;rt 6 1 [C ea04 0 1C,CC Mtn xue .s.Nf".,eu[ DETAILS da r CM-2.3 Submitted into the p tic record or ite (s} - (` Ci Clerk N 0 10 20 GRAPHIC SCALE 11)(27: i'-20' SLOPE UP, FR. FLD TYP CUT AREA, TYR FILL AREA, TYP. 31'-6• PROPOSED 9'-s• RIPRAP, TYP. TYP. raIST..GRADE -_ ..•... PRCP0SED: RA 3a 10. P. PROFILE • MHW = +1.74' NCO CUT AREA, VP: - MI W = -0 S1' IGvn 0 UO 20 30 40 50 60 70 DISTANCE IN FEET' FROM BASELINE r�� 4 �f 11111UPI taigoia 7• C.I.P. CONC. SLAB W/WWM 6X6-W2.9XW2.9 MID -DEPTH, TYP. RAMP CURB, TYP. CONC. BOAT x y RAMP, TYP. QUANTITY TABLE LEGEND CUT AREA FILL AREA PLAN AREA TOTAL CLIP VOLUME 123.1 CY 3,323.7 CF 4,350.3 SF TOTAL CUT VOLUME (BELOW MHW) 103.2 CY 2,788.4 CF 3,588.3 SF TOTAL FILL VOLUME (BELOW MHW) INCLUDES NEW SLAB .3 CY 360.0 CF 463 SF TOTAL RIPRAP AREA 1660 SF DREDGE VOLUME 42.6 CY 1,148.8 CF DEMOLITION VOLUME (ASSUMES A 6" SLAB) 50.5 CY 2175.1 CF 4,350.3 SF BACKFILL VOLUME *NOTE: DREDGING IS MAINTENANCE 4.8CY 129.0CF SECTION SCALE: H1:10 V1:5(11X17) A CM-2.4 PROPOSED RAMP PROFILE... . • ExIST.:GRAt3E ::r........... .....:.: ; \t- FILI. ;ARE?,,: iYP. • , 1 GUT :AREA.,. TYP. +1.74' NGVD ... 0 1 10 20 30 40 50 60 70 DISTANCE IN FEET FROM BASELINE SECTION SCALE: H1:10V1:5(11X17) :rPROPOSED RAMP? PROFILE r--E1(ISL° GRADE CUT AREA 'TYP �, MHW = f1.74' NGVD FILL AREA•, lYP. MLW = -4 31' NG DD 10 20 30 40 50 DISTANCE IN FEET FROM BASELINE SECTION C SCALE: H1.10V1:5(11X17) 60 70 10 orta, [AM MARINE STADIUM SCAT RAMPS mr,f10012.1.1001 TYL11V!N ERN+TIONAL 201 Alvin.. rma Sato Sao Goat 00t5ca:, M1d=a717a Pfnrq; XD'riG7.1828 Foa:'S85. 7.1771 040,4 En12,VEA CUMMINS CECEROERG• INC. I40 alp 0041101E :N taun td .100s)a,c11S E.U' u• -1 -1 Y1Ale,0C4 wmrua.n oea;eCeaCO4 urw.�oa 6°1111.1{Iti, I CIA /FRP&/ I 4t, PROPOSED GRADING PLAN Submitted into the public record f Tite {ems) �jn -1 7� Vie!• .:i 7 f.: 3• City Clerk General Notes 1, The use of non -encapsulated polystyrene for flotation is prohibited by Miami Dade County ordinance, AN polystyrene flotation used for floating concrete walkway or non -motorized vehicle launch area shall be fully encapsulated. 2, The contractor shall furnish all tools, equipment, materials and 9, Supplies and shall perform all labor, 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 following notes are for use as a guide standard. a structural 10, engineer licensed in Florida shall prepare calculations and structural drawings as per Florida Building Code (FBC) with submittal. The design shall provide floating concrete docks for ADA 11. accessibility. 4. The floating dock system shall be comprised of the following basic components: 12. 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. 4.3, Pilings and pile guides tonning the primary support of the floating dock structure, 4.4. industry standard "D` shape fenders to surround entire floating dock. 4.5. Galvanized Beats. 5. Al) hardware shall be aluminum or S.S., LINO. 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) incites. 3. Floats shall be cast in fors with a smooth, true surface. Floats cast from forms more than 1/2" out of square (measured diagonally) shall be rejected. Floats shall be monolithic castings with no cold joints in any part of the float. 4, Concrete shall have a minimum twenty-eight (28) day compressive strength of 5,000 psi. Concrete for the top surface of the flotation units shall contain polypropylene fibrous reinforcement at a rate recommended by its supplier. 5. 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'. 7. Walking surface of concrete floats shall be level and flush with respect to the adjacent floats. Provide SS cover at joints. 8. Floats shall be designed to float level under dead load only. The decks shall be within the fallowing 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"x24-2.9/2.9, Welded wire fabric is required in the deck and bottom sections with a minimum of 2" return to the sides and ends, where splicing occurs, 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. 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 patyurea (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, The foam core shall be held in a true position during casting with an allowable variation of 1/8" from the dimensions shown on the shop drawings. Foam core may not have more than ten (10) percent reground EPS foam material. Reground foam pieces shall not exceed a inch in diameter. Foam billets will have a dimensional tolerance of plus or minus 1 /8 inch, Foam core shall 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 1. 2. 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 fora 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 Handrails 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 then 38 inches above the walking surface. The 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 1.. 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 corners. A minimum of 1-112 inches clearance shall be provided between the gangway truss and the backside of the handgrip 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 and/or 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. Fut] width, hinged transition plates shall be provided at both ends of the ramp, the Length of both shall be long enough to provide a stripe 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 than a quarter inch rise. Transition plates shall have arc -sprayed 'thermion" ceramic core TN604 anti-skid aluminum game[ traction coating. 3. The gangway shall be supplied with two sold UHMW rollers or 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. Roller/skid shoe tracks shall be provided ready to install to the Float surface. These guide tracks shall be long enough to allow for full longitudinal movement through 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 aitoy 6061-T6 per ASTM 6308. 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 totter 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 shalt be provided at each pile and consist of four -roller pile guides with UHM W rollers and SS roller pins. Pile guide hardware and metal sections shall be 6061-T6 Aluminum, Pile guides shall have 3-inches clearance from piling to each roller. PROJECT MIAMI MARINE STADIUM BOAT RAMPS Eoff.a..-�rR CPwn.,, T`{.t.I N INTERNATIONAL mihw ,, , aTnE SOW9au ce.,a ceenc, prows rail Rom mss�xrw rw; xsaaxam ups._ cn:.acR CUMMINS CEOERBERO. NO. CDRTR uWy, PLOW,. ma TLC.-,10 TEr5,>'. iAY.1Ay,. fm P.w.toRRR.SCECEPERPotou L1 nt 41INS .1 (1Ta�tnl2Rn ar., pa. obi n... xwwa rAroe P.caw;rr a d a 2 cc EFa cT iro PAO CNECRE3 SCEaE SEctTTIRE FLOATING DOCK SPECIFICATIONS OR,E1 w CM-3.0 St tmitied into the public recortf r� itept(s) to on . City Clerk Attachment C DERM Project Report 25 Submitted into the public uecor for it - - - - City Clerk CLASS I PERMIT APPLICATION NO. CLI-201.9-01.15 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 DATE: June 26, 2020 26 Submitted into the pu record for item(s) on City Clerk City of Miami CLI-2019-0115, 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: 1. 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 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 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 Duality — 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 -0ilmlitted into the public j ,P for it n(s) ` 0 1 City Clerk City of Miami CLI-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 1 above. 17. Fauna Values - The proposed project is not reasonably expected to adversely affect fauna 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. 19. Natural Flood 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(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 local zoning authority. 22. Recreation - The proposed project does not conflict with the recreation element of the Miami -Dade County Comprehensive Development Master Plan. 28 Submitted into the pu 'c , record for itgm(s) • on City Clerk City of Miami CLI-2019-0I 15, Page 3 23. Other Environmental Values Affecting the Public Interest — The proposed project is not reasonably expected to adversely affect other environmental 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 (CEIS) - 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 Applicable 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: LAND USE ELEMENT I: 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/Objective AV-5A - Aviation System Expansion - There is no aviation element to the proposed project. Port of Miami River Subelement/Objective 3 - Minimization of impacts to estuarine water quality and marine resources. The proposed project is not located within the Miami River. CONSERVATION, AQUIFER RECHARGES AND DRAINAGE ELEMENT IV: Objective 3/Policies 3A, 3B, 3D - Wellfield protection area protection. - The proposed project is not located within a wellfield protection area. 29 Submitted into the publ :71�cord a-)r it (s) City Clerk t.. City of Miami CLI-2019-0115, Page 4 Objective 3/Policv 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 6/Policy 6B - 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, 7J - 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 1A — Mangrove wetlands within Mangrove Protection Areas — The proposed project is not located within a designated "Mangrove Protection Area." Objective 1/ Policy 1B - Natural surface flow into and through coastal wetlands. — The proposed project is not located within coastal wetlands. Objective 1/ Policy 1C - Elevated boardwalk access through mangroves. — The proposed project does not involve the construction of an elevated walkway through mangroves. Objective 1/Policy 1 D - 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 1/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 record for ite(s) on r ti .r , r, 3 City Clerk 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. Objective 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 5/Policy 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 -Dade County (East Everglades Zoning Overlay Ordinance) — The proposed project is not located within the East Everglades Area. 29. Conformance with Miami -Dade County Ordinance 81-19 (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) 1p ' 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 Miaini- 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 Miami -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 Proposing to Exceed the Boundaries Described in Section D- 5.03(2)(a) of the Miami -Dade 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 1 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 1 of Chapter 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, Manager Coastal Resources Section Rockell Alhale, ERPS Coastal Resources Section 32 MEMORANDUM (Revised) Submitted into the fiu lie record for it m(s) City Clerk on - TO: Honorable Chairwoman Audrey M. Edmonson DATE: October 20, 2020 and Members, Board of County Commissioners FRO gal] rice- ►w l lams unty Attorney SUBJECT: Agenda Item No, 5(0) Please note any items checked. "3-Day Rule" for committees applicable if raised 6 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., 2/3's present , 2/3 membership , 3/5's , unanimous , CDMP 7 vote requirement per 2-116.1(3)(h) or (4)(c) , CDMP 2/3 vote requirement per 2-116.1(3)(h) or (4)(e) , or CDMP 9 vote requirement per 2-116.1(4)(c)(2) ) to approve Current information regarding funding source, index code and available balance, and available capacity (if debt is contemplated) required 33 Approved Veto Override Mayor Agenda Item No. 5(0) 10-20-20 RESOLUTION NO. R-I075-20 Submitted into the p record Apr iteri(s) on 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 wvithin 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. 34 Submitted into the public record fpr iter (s) on City Clerk Agenda Item No. 5(0) Page No. 2 The foregoing resolution was offered by Commissioner who moved its adoption. The motion was seconded by Commissioner and upon being put to a vote, the vote was as follows: Joe A. Martinez Audrey M. Edmonson, Chairwoman aye Rebeca Sosa, Vice Chairwoman aye Esteban L. Bovo. Jr. absent Daniella Levine Cava Jose "Pepe' Diaz absent Sally A. Heyman Eileen Higgins aye Barbara J. Jordan Joe A. Martinez aye Jean Monestime Dennis C. Moss aye Sen. Javier D. Souto Rebeca Sosa aye aye aye absent 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 (1) I0 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_ Approved by County Attorney as to form and legal sufficiency. Abbie Schwaderer-Raurell MIAMI-DADE COUNTY, FLORIDA BY ITS BOARD OF COUNTY COMMISSIONERS l--IARVEY RUVIN, CLERK By: Melissa Adames Deputy Clerk 35 MIAMMADE �. UNTY. Submitted into the public 4 record or ite (s) 1 �! on '. City Clerk March 02, 2020 Colin Henderson TY Lin International 201 Alhambra Circle, Suite 900 Coral Gables, Florida 33134 Department of Regulatory and Economic Resources Development Services Division 111 NW 1st Street • Suite 1110 Miami, Florida 33128-1900 T 305-375-2842 w4wv.rniamidade.govleconomy 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. Subttiitted into the pu s .e record f r ite (s) City Clerk As a result, the thresholds for review under the Shoreline Ordinance do not apply and the above -referenced project is not subject 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. Nathan Kogon, AICP Assistant Director Development Services Division Department of Regulatory and Economic Resources Cc: Lisa Spadafina, Chief of Natural Resources Division, DERM Luis Fernandez, Supervisor, Coastal Resources Section, DERM FLORIDA DEPARTMENT OF Environmental Protection Southeast District 3301 Gun Club Road, MSC7210-1 West Palm Beach, FL 334116 561681-6600 Rick Scott Governor Carlos Loper-Gantera Lt. Governor Noah Valentin Secretary Submitted into the pu record or ite 1 (s) on Project Name: Miami Marine Stadium Boat Ramp Permittee/Authorized Entity: City of Miami c/o Daniel Rotenberg, Director DREAM 444 SW 2' Avenue Miami, Florida 33130 Email: DRotenbergOlmiamigov.com Authorized Agent: TYLIN International c/o Sara Gutekunst Email: sara.eutekunst�cr�,tylin.com City Clerk 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-EI 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 permit authorizes 4,211 ft2 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 (Laguncuiarioi recemosa) and two black mangroves (Avicennia geraninans). Seagrass was present within the project area varying from (mostly sparse (1 %-20%) to moderate (21% - 60%) coverage of three different species includin2 shoal grass (Haloclule wrighiii), turtle grass (Thalassic'testu /intim), and manatee grass (),ringoclium filifbvme). 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 Stadium Boat Ramp Permit No.: 13-30651.3-01 I-Ei Page 2 of 13 Submitted into the pu he record r it (s) ` I AUTHORIZATIONS on City Clerk Environmental Resource Permit 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 62-330, 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 qualify 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 USACOE 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 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Coastal 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.: 13-306513-01 1-El Page 3 of 13 Submitted into the public 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 (I) 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 http://mvfwvc.comfinedia/415448/Manatee StdCondIn waterWork.pdf: and DEP forms 62-330.31 0(1 ); 62-330.310(2); 62-330.340(1); and 62-330.350(1), which may be downloaded at http://www.dep.state.fl.uslwater/wetlandsferp/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 docurnent(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 ComplianceOFloridaDEP.gov, 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 Ramp 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-ET Page 4 of 13 Submitted into the public recor 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 snap 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.: 13-306513-01 t-Et Page 5 of 13 Submitted into the pubs � record, for it in(s) on City 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, rebar, 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 — MONITORING/REPORTING 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 perrnittee 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@dep.state.11.us at the time the violation is first detected. b) Immediately cease all work contributing to the water 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 Naine: Miami Marine Stadium Boat Ramp Permit No.: 13-3065 1 3-01 1-El Page 6 of 13 Submitted into the pu record for i(em(s) d) As required, perform turbidity monitoring per Specific Coicai e) Resume construction activities once turbidity levels outside turbidity eut-t 'i it s`fa11 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 permittee'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 log shall be scanned and sent on a weekly basis to the ERP Compliance Assurance Program via email at SED.ERPcornpliance@dep.state.fl.us. dep.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 Ramp Permit No.: 13-306513-011-El Page 7 of 13 Submitted into the pub Y �, rec d for it (s) on rCity Clerk (17) 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. Awareness signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) roust 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 he 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://www.myfwc.com/docs/WildlifeHabitats/Manatee EducationalSien.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 under 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(1), "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 Narne: Miami Marine Stadium Boat Ramp Pennit No.: 13-306513-011-E1 Page8of13 Submitted into the pu is record or ite (s) la on City Clerk (5) Unless the permit is transferred under Rule 62-330,340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is liable 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 quadruplex — "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 within 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 thru 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 Clerk 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 subrnit "Request for Transfer of Environmental 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.; Convey to the permittee or create in the permittee any interest in real property; 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. c. (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.: 13-346513-011-El Page 9 of 13 Submitted into the public record for iten(s)—��City Clerk on rw>> ram• ram• (11) The pennittee 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. ImniediateIy 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 pennittee, 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 pennitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked 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 plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.20], 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 demonstrates 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.: 13-306513-011-E1 Page 10 of 13 Submitted into the public record for it m(s) 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.G., 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 under 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-El Page 11 of 13 Submitted into the p t?f reCofor^i�#d�n(s) oil 1f�l,pl .P ']1`i. 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 filing of a motion in compliance with Rule 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 time 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 filing 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(I)(a) or 373.4275, Florida Statutes, may also seek appellate review of this order before the Land and Water Adjudicatory Commission under 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 filed 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 fling 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 filed 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 filed within 30 days from the date this action is filed with the Clerk of the Department. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-01 1-EI Page 12 of 13 Executed in West Palm Beach, Florida. Submitted into the public C ;-ccord or it (s) f)7--- I City Clerk STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Diane Pupa Program 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, Biscavne.Bay@f1oridadep.gov Lisa Spadafina, Miami -Dade County RER, spadaL20.miamidade.tzov Sara Gutekunst, TYLIN International. sara.gutekunst citylin.com Colin Henderson, TYLIN International, colin.henderson.c tylin.conl 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. November 28, 2018 Clerk Date Attachments: Project Drawings and Design Specs., 13 pages Standard Manatee Conditions for In -Water Work. 2011, can be downloaded at http://myfwc.com/media/415448/Manatee StdCondln waterWork.pdf Seagrass Mitigation Plan, Derelict Vessel Removal, 6 pages As -built Certification and Request for Conversion to Operational Phase Form 62-330.310(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: https:/ffloridadep.gov/water/submerged-lands-environmental-resources- coordination/content/forms-environmental-resource Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-01 1-El Page 13 of 13 Submitted into the p record or items) an fan, . City Clerk DEPARTMENT OF THE ARMY PERMIT Permittee: City of Miami c/o Daniel Rotenberg 444 SW 2" Ave., 3rd 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 dean 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. Project Location: The project site is located at 3501 Rickenbacker Causeway, in Section 17, Range 42E, Township 54S, Miami -Dade County, Miami, Florida 33149 (Folio 01-4217-00-0030). Directions to site: Take 1-95 to Exit 1A (Rickenbacker Causeway), continue two miles past the toll plaza, the project is on the left. Aa roximate Central Coordinates: Latitude: 25.744123 North Longitude: -80.171028 West Permit Conditions General Conditions: PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 2 of 9 Submitted into the publi recor for i m(s) on iry 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: PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 3of9 Submitted into the public ubc record for ite x(s) on a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Branch, 9900 Southwest 107th Avenue, Suite 203, Miami, Florida 33176. City Clerk 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 alter 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 4of9 Submitted into the public recor for it rn(s) on City Clerk 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 p t c record fir ite s} City Clerk PERMIT NUMBER: SAJ-2011-01666 PERM!TTEE: 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. FELL 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), date -stamped by the U.S. Army Corps of Engineers (Corps) on 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-El 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 6 of 9 Sarnitted into the 1zCi`r( 'O it Ili(s) ublic \f) City Clerk 14. SEA TURTLE AND SMALLTOOTH SAWFISH CONDITIONS: The Permittee shall comply with National Marine Fisheries Service's"Sea Turtle and Smalltooth 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 ,for iten (s) l an PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 7 of 9 City Clerk 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 not 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-2011-01666 PERMITTEE: City of Miami PAGE 8of9 (PERMITTEE) ,,etite/ (PERMITTEE NAj� i E-PINTED) ao (- 4-ht.�3 t /14ram' Submitted into the p licj 'y record for i m(s) Je 10 on City Clerk This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. CLOUSER.MEGAN.L.1275434929 Dateallyi4.0ed yCLO54E .RflEGAN.L,1275434929 (DISTRICT ENGINEER) (DATE) Andrew D. Kelly, Jr. Colonel, U.S. Army District Commander 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) (DATE) (NAME -PRINTED) (ADDRESS) (CITY, STATE, AND ZIP CODE) PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 9 of 9 recor iir f (S) on 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 far In -Water Work — 2011 4. SEA TURTLE --- SAWFISH CONDITIONS: 1 page, Sea Turtle and Smalltooth Sawfish Construction Conditions, revised March 23, 2006 5. SELF -CERTIFICATION FORM: 1 page