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Home My WebLink AboutTab 45B - Magic City Site Utility StudyMIAMI•aADE COUNTY COUNTY miamidade.gov August 1, 2018 MDC Miami LLC One S.W. 3rd Avenue, Suite 2110 Miami, FL 33131 Water and Sewer PO Box 330316 • 3071 SW 38 Avenue Miami, Florida 33233-0316 T 305-665-7471 Re: Water and Sewer Availability for (18-357102) "MDC Miami", for the construction and connection of 2,490 apartment units, 1,763,820 square feet of office space, 432 hotel rooms and 319,310 square feet of retail space, Miami -Dade County, Folio No. (s): 01-3218-022-0060, -0080, -0030, -0020, -0010, -0100, -0040; 01-3218-015-0210, -0150, -0160, -0140, -0190, -0770, -0771, -0730, -0200, -0180, -0170, -0720, -0740; 01-3218-020-0330, -0361, -0321, -0320; 01-3218-024-0200, -0180; 01-3218-016-0020, -0140, -0150, -0100, -0070; 01-3218-066-0010; 01-3218-014-0030; 01-3218-047-0010 Ladies and Gentlemen: This letter is in response to your inquiry regarding water and sewer availability to the above -referenced property for the construction and connection of 2,490 apartment units, 1,763,820 square feet of office space, 432 hotel rooms and 319,310 square feet of retail space. The developer shall connect as follows: 200 N.E. 62 St. (#01-3218-066-0010: Connect to existing twelve (12) inch water main located in N.E. 2 Avenue at N.E. 62 Street and extend a twelve (12) inch water main easterly in N.E. 62 Street to N.E. 2 Ct., interconnecting to an existing twelve (12) inch water main at that location. 6200 N.E. 62 St. (#01-3218-024-0180/ -0200): Connect to an existing twelve (12) inch water main in N.E. 62 St. at N.E. 4 Ct. and extend a twelve (12) inch water main northerly in N.E. 4 Ct. to the N.E. corner of the property, interconnecting to an existing twenty (20) inch water main at that location. Properties along N.E. 62 St. at N.E. 4 Avenue: Connect to an existing twelve (12) inch water main in N.E. 62 St., east of N.E. 2 Ct., and extend a twelve (12) inch water main easterly in N.E. 62 St. to the "most eastern" N.E. 4 Avenue, interconnecting to an existing eight (8) inch water main at that location., Also, connect to proposed twelve (12) inch water main in N.E. y62 Street at the "western" N.E. 4 Avenue and extend a Twelve (12) inch water main northerly in "western" N.E. 4 Avenue to the N.W. corner of the developer's property, interconnecting to an existing eight (8) inch water main at that location. Also, cut, plug, and abandon the existing six (6) inch and eight (8) inch water mains along proposed twelve (12) inch water mains. Properties along N.E. 61 St.: Connect to an existing twelve (12) inch water main in N.E. 61 St. halfway between N.E. 3 & 4 Avenue, and extend a twelve (12) inch water main easterly in N.E. St. to N.E. 4 Avenue, interconnecting to an existing twelve (12) inch water main at that location. Also, cut, plug, and abandon the exiting four (4) inch water main along the proposed twelve (12) inch water main. Properties along N.E. 60 St.: Connect to an existing twelve (12) inch water main in N.E. 60 St. 1 Water and Sewef LOA (18-357102) Properties along N.E. 2 Avenue: Connect to an existing twelve (12) inch water main that abuts the properties in N.E. 2 Avenue. Any public water main extension within the property shall be twelve (12) inch minimum diameter. If two (2) or more fire hydrants/fire services are to be connected to a public water main extension, then the water system shall be looped with two (2) points of connection. For sewer service, the proposed allocation of 503,952 GPD will add 7.32 hours to the proposed NAPOT of P.S. 30-0044. The new NAPOT of P.S. 30-0044 including this allocation will result in 11.82 hours, which will exceed the established ten hours NAPOT criteria. Therefore, Pump Station 30-0044 requires to be upgraded by the developer prior of accepting this allocation. At the time this project applies for an Agreements an analysis will be performed and the requirements for the pump station upgrade will be provided. The following gravity sewer upgrades are required to handle the substantial increase in flow: N.E. 2 Avenue: Replace existing eight (8) inch gravity sewer with ten (10) inch gravity sewer from manhole 0037 to 0022. Replace existing eight (8) inch gravity sewer with twelve (12) inch gravity sewer from manhole 0022 to 0098. N.E. 67 St.: Replace existing eight (8) inch gravity sewer with twelve (12) inch gravity sewer from manhole 0098 to 0007. Replace existing ten (10) inch gravity sewer with twelve (12) inch gravity sewer from manhole 0007 to well wet P.S. 44. Also, connect to any of the existing eight (8) inch gravity sewers that abut the individual property folios. All developer's property abuts gravity sewer mains and should no required main extensions. Other points of connection may be established subject to approval of the Department. Construction connection charges and connection charges shall be determined once the developer enters into an agreement for water and sewer service, provided the Department is able to offer those services at the time of the developer's request. Information concerning the estimated cost of facilities must be obtained from a consulting engineer. All costs of engineering and construction will be the responsibility of the developer. Easements must be provided covering any on -site facilities that will be owned and operated by the Department. Please be advised that the right to connect the referenced property to the Department's sewer system is subject to the terms, covenants and conditions set forth in court orders, judgments, consent orders, consent decrees and the like entered into between the County and the United States, the State of Florida and/or any other governmental entity, including but not limited to, the Consent Decree entered on April 9, 2014, in the United States of America, State of Florida and State of Florida Department of Environmental Protection v. Miami -Dade County, Case No. 1:12-cv-24400-FAM, as well as all other current, subsequent or future enforcement and regulatory actions and proceedings. The County hereby represents and the developer acknowledges that the gravity sewer basin that will serve the developer's property, at the present time may not meet County criteria for conveying additional flows, including those of the proposed development within the developer's property. The County intends to construct the necessary improvements, and has adopted a special connection 2 Water and Sewer LOA (18-357102) charge to pay for the construction of necessary improvements in accordance with County Ordinance No. 13-57. The developer acknowledges and agrees that it shall pay to the County said special connection charge in the amount of four dollars and twenty-four cents ($4.24) per average daily gallon, for any new or increased sewer service for the developer's property. Said payment shall be a condition precedent to any obligation on the part of the County to provide service to the property. Notwithstanding the preceding, nothing contained herein shall obligate the County to provide service to the property if said service is in contravention of any consent decree or order to which the County is a party, or is in convention of any rule, law, or statute. The Department makes no representations as to the likely date the referenced improvements will be placed into service, and developer shall have no cause of action, at law or equity, against the County arising out of the construction of said improvements. This letter is for informational purposes only and conditions remain in effect for thirty (30) days from the date of this letter. Nothing contained in this letter provides the developer with any vested rights to receive water and/or sewer service. The availability of water and/or sewer service is subject to the approval of all applicable governmental agencies having jurisdiction over these matters. When development plans for the subject property are finalized, and upon the developer's request, we will be pleased to prepare an agreement for service, provided the Department is able to offer those services at the time of the developer's request. The agreement will detail requirements for off -site and on -site facilities, if any, points of connection, connection charges, capacity reservation and all other terms and conditions necessary for service in accordance with the Department's rules and regulations. If we can be of further assistance in this matter, please contact us. V truly yours, Nora Palou, MPA, PMPO New Business Contract Officer NP/np 3 Water and Sewer LOA (18-357102) LANGAN Technical Memorandum 15150 N.W. 79`h Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264.7201 To: Max Sklar Plaza Equity Partners From: Leonardo Rodriguez, Info: Claudia Correa, Date: 21 December 2017 (Revised: 21 June 2018) Re: Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 Langan Engineering and Environmental Services, Inc., has prepared this memorandum describing the utility infrastructure that will serve the proposed Magic City project. GENERAL The proposed Magic City project is located in the City of Miami and is bounded on the north by NE 64th Terrace, on the east by NE 4th Court, on the south by NE 59th Terrace and on the west by NE 2nd Avenue. The project consists of thirty-seven existing parcels on which MCD Miami, LLC and its affiliates propose to construct mixed use buildings. The mixed use buildings may contain retail, office, residential, other commercial and/or parking garage elements. Please see Appendix A for Special Area Plan dated June 20, 2018. POTABLE WATER The proposed Magic City project is within Miami -Dade Water and Sewer Department (MDWASD) water service area. The majority of the existing potable water and sewer infrastructure in the general area of the project site is composed of 12 inch diameter potable water mains that are owned and operated by MDWASD. See attached Appendix A Figure 2 and 3 depicting the proposed water distribution system infrastructure improvements. The existing water distribution system serving the general project area is anchored by an existing 30 inch diameter potable water main that runs along NE 67th Street. However, there are gaps in the existing potable water infrastructure between the 12 inch diameter mains that are currently served by smaller 4, 6 and 8 inch diameter mains. A Letter of Availability (LOA) from MDWASD dated August 22, 2017 (see Appendix C) was obtained based on a previous Special Area Plan concept book. A revised LOA for the Special Area Plan dated June 20, 2018 will be processed through MDWASD. Based on the obtained LOA, below are the MDWASD required improvements to the infrastructure serving the project: Technical Memorandum Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 21 December 2017 (Revised: 21 June 2018)- Page 2 of 7 All water mains 4, 6, and 8 inch in diameter shall be replaced with 12 inch diameter water main and the 4, 6, and 8 inch diameter mains shall be abandoned in place. All existing water services and fire hydrant branches from the 4, 6, and 8 diameter mains shall be transferred to the proposed 12 inch diameter water mains. NE 4th Court: Tap the existing 12 inch diameter potable water main located at the intersection of NE 62nd Street and NE 4th Court and extend a 12 inch diameter water main north along NE 4th Court to the northeast corner of Parcel 3 and connect to the existing 20 inch diameter potable water main on NE 4th Court. The proposed building on Parcel 3 shall be served potable water and fire water from the proposed 12 inch diameter potable water main. NE 62nd Street: Tap the existing 12 inch diameter potable water main located at the intersection of NE 2nd Avenue and NE 62nd Street and extend a 12 inch diameter water main east along NE 62nd Street and connect to an existing 12 inch diameter potable water main at the intersection of NE 62nd Street and NE 2nd Court. In addition, tap the existing 12 inch diameter potable water main located on NE 62nd Street about 300 feet west of the intersection of NW 2nd Avenue and NW 62nd Street and extend west along NE 62nd Street to the intersection of NE 4th Avenue and connect to an existing 8 inch diameter water main at that location. The proposed buildings on Parcel 14 shall be served potable water and fire water from an existing or proposed 12 inch diameter water main. In addition, the buildings on Parcel 5 and 9 shall be served potable water and fire water from the proposed 12 inch diameter potable water main. NE 4th Avenue: Connect to the previously described proposed 12 inch diameter potable water main at the intersection of NE 62nd Street and NE 4th Avenue and extend a 12 inch diameter water main north along NE 4th Avenue to the northeast corner of Parcel 4 and connect to the existing 8 inch diameter water main at that location. The proposed buildings on Parcel 1 and 4 shall be served potable water and fire water from the proposed 12 inch diameter potable water main. NE 61' Street: Tap the existing 12 inch diameter potable water main at a location about 900 feet east of the intersection of NE 2nd Avenue and NE 61' Street and extend a 12 inch diameter water main east along NE 61' Street to the intersection of NE 4th Avenue and NE 61' Street and connect to an existing 12 inch diameter water main at that location. Proposed Parcels 16, 12, 10 and 6 shall be served potable water and fire water from a proposed or existing 12 inch diameter water main. NE 60th Street: There is an existing 12 inch diameter potable water main that runs along NE 60th Street between NE 2nd Avenue and NE 4th Avenue from which proposed Parcel 17, 15, 13, 11, 8 and 7 shall be served potable water and fire water. Based on our review of the updated Special Area Plan dated June 20, 2018 we do not anticipate MDWASD will require additional improvements to the water infrastructure beyond those listed above. LANGAN Technical Memorandum Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 21 December 2017 (Revised: 21 June 2018)- Page 3 of 7 SANITARY SEWER The proposed Magic City project is within Miami -Dade Water and Sewer Department (MDWASD) sanitary sewer service area. The area in which the project is located is served by gravity sanitary sewers that convey the collected sewage to existing MDWASD pumping station (PS-44) located at the southeast quadrant of the intersection of NE 67th Street and NE 4th Avenue. The general flow direction of sewage collected in the PS-44 sanitary sewer basin is from NE 4th Avenue west to NE 2nd Avenue and north along NE 2nd Avenue to NE 67th Street and west along NE 67tht Street to PS- 44. The main sanitary sewage conveyance trunk line runs along NE 2nd Avenue and NE 67th Street. This trunk line is composed of an existing 8 inch diameter gravity sewer running along NE 2nd Avenue from NE 60th Street to the intersection of NE 2nd Avenue and NE 67th Street and along NE 67tht Avenue for a length of about 690 feet with the remaining 430 feet to PS-44 composed of 10 inch diameter gravity sewer. A Letter of Availability (LOA) from MDWASD dated August 22, 2017 (see Appendix C) was obtained based on a previous Special Area Plan concept book. A revised LOA for the Special Area Plan dated June 20, 2018 will be processed through MDWASD. Based on the obtained LOA below are the MDWASD required improvements to the infrastructure serving the project: NE 2" Avenue: Replace the existing 8 inch diameter gravity sewer with approximately 1200 feet of 12 inch diameter sewer pipe along NE 2nd Avenue beginning at the intersection of NE 2nd Avenue and NE 62nd Street to the intersection of NW 2" Avenue and NE 67th Street. Additionally, the existing 8 inch diameter gravity sewer will be replaced with approximately 670 feet of 10 inch diameter gravity sewer beginning at the intersection of NE 2" Avenue and NE 60th Street to the intersection of NE 2nd Avenue and NE 62nd Street. NE 67th Street: Replace the existing 8 inch diameter gravity sewer with 12 inch diameter sewer pipe along NE 67th Street for a distance of about 690 feet west and replace the remaining 430 feet of existing 10 inch diameter gravity sewer with 12 inch diameter pipe to PS-44. Based on our review of the updated Special Area Plan dated June 20, 2018 we anticipate MDWASD will request the following additional improvements: NE 60th Street: Replace existing 8 inch diameter gravity sewer with 10 inch diameter sewer pipe along NE 60th Street. The replacement will begin at the terminal manhole south of the intersection of NE 60th Street and NE 4th Avenue to the intersection of NE 60th Street and NE 2nd Avenue. PS-44: Based on the Miami Dade County Pump Station Capacity Estimator the projected NAPOT (Nominal Avg. Pump Operating Time) will be greater than 10 hours a day. Therefore, improvements will need to be made to PS-44 to bring the proposed NAPOT below 10 hours per day. LANGAN Technical Memorandum Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 21 December 2017 (Revised: 21 June 2018)- Page 4 of 7 SPECIAL SEWER BASIN The project is located in a Special Sanitary Sewer Basin. This is a sewer basin that is undergoing improvements to the regional force mains and sewer pumping stations. MDWASD will collect a sewer improvement fee from the developer. The revenue generated by this fee will be put forth by the Department to improve the general sewage conveyance system of the basin. MDWASD has advised that at this moment in time a completion date to the improvements has not been determined however, the Department anticipates that the improvements will be completed by the time construction begins on the Magic City project components. MICELLANEOUS UTILITIES Florida Power and Light (FPL) has confirmed that sufficient capacity is available to provide electric service to the Magic City project. The service will be provided in accordance with the applicable rates, rules and regulations. Please see attached availability letter provided by FPL in Appendix C. TECO Peoples Gas is the gas provider for the general area where the Magic City project is located. TECO has confirmed that natural gas service is available in the project area. When the project is further along, TECO will require the service load calculations to provide detail plans of the underground service lines for the project. Please see attached availability letter provided by TECO in Appendix C. AT&T is the telephone service utility for the general area where the Magic City project is located. AT&T has confirmed that service is available. When the project is further along, AT&T will require more information to provide detail plans of services to the individual building of the project. Please see attached availability letter provided by AT&T in appendix C Comcast is the internet communication service provider for the general area where Magic City is located. Comcast has confirmed that internet communication is available to the serve the Magic City project. Please see attached availability letter provided by Comcast in Appendix C. STORMWATER MANAGEMENT The various parcels of Magic City shall require a permit from the Miami -Dade County Department of Regulatory and Economic Resources (RER) Water Control Section. The water control section issues standard drainage permits for projects that encompass less than 2 acres and an Environmental Resource Permit (ERP) for projects that encompass more than 2 acres. The drainage system that can be implemented to serve the parcels of Magic City may consist of a combination of a surface water body, exfiltration trenches or drainage wells. Magic City is an infill project and therefore, space for a surface water body is not practical because the minimum horizontal requirements for a surface water body would require utilizing entire parcels leaving no developable area in the parcel. A more practical approach is to utilize drainage wells, exfiltration trenches or a combination to address the stormwater management requirements. o For sites smaller than 2-acres a DERM Water Control Review is required and the following criteria will apply to the project: LANGAN Technical Memorandum Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 21 December 2017 (Revised: 21 June 2018)- Page 5 of 7 • Site drainage shall be designed for a 5-year 1-hour event. • Stormwater quality to be 1" over the entire site or 2.5" over the impervious area, whichever is greater. o For sites with an area of 2-acres or more an Environmental Resource Permit (ERP) is required and the following criteria will apply to the project: • Site drainage shall be designed for a 5-year 1-hour event. • RER will allow the peak stage calculation for the 100-year 72-hour and the 25-year 72-hour design storm events to consider discharge through the drainage wells provided that a safety factor of two is applied to the number of wells required or exfiltration trench length required to serve the 5-year 1- hour event. • The peak stage of the 100-year 72-hour event shall not peak above the proposed finished floor elevation. • The peak stage of the 25-year 72-hour event shall not peak above the proposed perimeter grading of the site. • RER will consider a pre versus post -development runoff analysis of the project site. Post -development runoff for a 25-year 72-hour event can't exceed the pre -development. • Stormwater quality shall be provided for 1" over the entire site or 2.5 times over the impervious area, whichever is greater. Because of the difference in permitting requirements based on the 2-acre threshold, we recommend permitting each parcel as an individual project. The attached Figure 1 in Appendix D depicts the required number of wells and exfiltration trench for each parcel for this scenario based on preliminary calculations. We have analyzed a second scenario in which parcels 6, 7, 10, 11, 12, 13, 15, 16 and 17 are permitted as one project as shown in Appendix D Figure 2. For this scenario an ERP will be required for the project, the preliminary calculations were developed for the following requirements: • Site drainage (no standing water above drainage structure grates) shall be designed for a 5-year 1-hour event. • RER will allow the peak stage calculation for the 100-year 72-hour and the 25-year 72-hour design storm events to consider discharge through the drainage wells provided that a safety factor of two is applied to the number of wells required for the 5-year 1-hour event. • Stormwater quality to be 1" over the entire site or 2.5" over the impervious area, whichever is greater. LANGAN Technical Memorandum Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 21 December 2017 (Revised: 21 June 2018)- Page 6 of 7 We did not perform the following calculations for this preliminary analysis, due to the early stage of the project and the lack of information in regards to existing topography and the proposed development: • 100-year 72-hour event peak stage shall not peak above the proposed finished floor elevation. • 25-year 72-hour event peak stage elevation shall not peak be above the perimeter grading of the site. • RER will consider a pre versus post -development runoff analysis of the project site. Post -development runoff for a 25-year 72-hour event can't exceed the pre -development. The following assumptions were made in order to complete the preliminary stormwater management analysis: • Well discharge rate is assumed to be 500 gallons per minute per foot of head per well. • The available well head is assumed to be six feet per well. • The percolation rate for the exfiltration trenches is assumed to be 5x10-4 cfs/sf-ft of head. This rate will have to be confirmed with percolation tests before beginning the detail design of the drainage and stormwater management system. FINISHED FLOOR ELEVATION The site is located within FEMA Flood Zone X, which is defined as areas outside of the 500- year floodplain. In accordance with Section 20-3 of the City of Miami Code of Ordinances, the finished floor elevation (FFEL) shall be a minimum of 4-inches above the base elevation. In this case, the base elevation is "established by the Miami -Dade County flood criteria map, or the elevation of the crown of road or street abutting such building site, whichever is higher." The adjacent road crown elevations shown on the table below are ranges based on limited available information shown on the surveys received from Leiter, Perez & Associates, Inc. on October 12th, 2017 and supplemental information from Google Earth software. Additional detailed topographic information for the existing roadways is necessary in order to confirm the FFELs. However, for preliminary planning purposes the table below provides a general indication of the expected finished floor elevations for the Magic City project buildings. Basis of Base Flood Elevation Elevation (ft NGVD) Minimum FFEL (ft NGVD) FEMA Base Flood Elevation N/A N/A Miami -Dade County Flood Criteria 6.50 6.83 Highest Adjacent Road Crown ( NE 60th St.) 12 — 17.92 12.33 — 18.25 Highest Adjacent Road Crown ( NE 61 st St.) 15-18.22 15.33 — 18.55 Highest Adjacent Road Crown ( NE 62nd St.) 9 - 15 9.33 - 15.33 Highest Adjacent Road Crown ( NE 2nd Ave.) 10 — 12.50 10.33 — 12.83 Highest Adjacent Road Crown ( NE 4th Ave.) 15-17.50 15.33 — 17.83 This concludes the utility analysis memorandum. LANGAN Technical Memorandum Utility Analysis Memorandum Magic City Innovation District SAP Miami, FL Langan Project No.: 300217301 21 December 2017 (Revised: 21 June 2018)- Page 7 of 7 Attachments: Appendix A: Potable Water Figure 1: Proposed Development Parcel Locations and Associated Land Uses Figure 2 and 3: Proposed Potable Water Infrastructure improvements MDWASD Availability Letter 22 August 2017 Appendix B: Sanitary Sewer Figure 1 and 2: Proposed Sanitary Sewer Infrastructure Improvements Appendix C: Miscellaneous Utilities FPL Availability Letter 15 October 2017 TECO Availability Letter 31 October 2017 Comcast Availability Letter 31 October 2017 ATT Availability Letter 31 October 2017 Appendix D: Stormwater Drainage Figure 1: Preliminary Storm Drainage Scenario 1 Figure 2: Preliminary Storm Drainage Scenario 2 Figure 3: Preliminary Finished Floor Elevation Criteria Figure Cc: Neil Fairman, Anthony Burns, George Helmstetter, Ed Bec (Plaza Equity Partners) Sherri Gutierrez, (Arquitectonica) Claudia Correa (Langan) FL Certificate of Authorization No. 6601 \\langan.com\data\MI\data3\300217301\Office Data\Reports\2018-06-21 Revised Utility Analysis Memorandum\2018-06-21 Magic City Utility Analysis Memorandum ATS.docx LANGAN APPENDIX A MAGI( CITY INNOVATION DISTRICT NE 62st PARCEL 16 Bldgs'. SF/level. L'. Off. (16)5,000 1 Retell (16)5,000 1 PARCEL 17 Bldge'. SF/level. L'. Off. (17)7,600 Retell (17)7,600 NE 60et PARCEL 15 Bld9s'. SF/level. L'. Off. (15) 15,500 15 Geroge (15) 19,900 B Retell (15)35,400 1 II I NE 5.1 Terrace LITTLE HAITI SOCCER PARK RCELO dgs'. SF/lev. d. (4A) l4,400 esd. (4B)14,400 arage (4) ]1,360 stall (41 fi4,000 PARCEL Bldga'. SF/1. Reeitl. (9) 12,7!. Garage (9) 20,CH Retell (91 29,6 Offi. (1) 24,100 19 Geroge (1) 29,700 8 Retell (1) 53,800 1 PARCEL Bld9e'. SF/level. L. Off. (2) 23,000 19 Garage (2) 29,700 10 Retell (2) 52,700 1 PARCEL Bldos'. S level. L. Off. (5) 19,400 11 Geroge (5) 21,800 9 Retell (5A)41,200 1 Retell (5B)51 00 1 iihweixaulkikillatiaii -16TT nwl•aMIaINeMP AIS-s RRRIIMIMIN WNW IN PAP RCEL 10A PARCEL BldReltl.(1Rtell(1iV Retell (6) 22,100 1 111:- 4 a.(' \ . ,),, .. . ... -44 ...T. e".._* :11:!:; "Lfj ": - " n SF/le 1,� r' 30 mr PARCEL 2 BISF/evel'. L'. Ho = (1 ) 14,400 14 Ref. (1) 1 00 2 G g (1 ) 24,290 B Rata l (12A) 28,750 1 d SF/level R ( ) 13,300 Gas e( ) 8,00 R tel ( J 4,70 rj op, NE 6(42 st ZII L'. R id (11) 12 500 24 G r ge (11) 17 000 5 Rtll (11)28 000 1 MAGIC CITY INNOVATION DISTRICT SAP - PARCELIZATION PLAN PAg,'EL Bldgs', Office ( Expo. ( Rasld. ( Geroge aeta SF/level.. ) 17,185 ) 39,870 31,760 ) 16,987 ) 3 290 T) PARCEL Bldgs'. SF/level L' Office (3) 12,000 4 Retell (3) 14,000 1 I L HOTEL RESIDENTIAL OFFICE RETAIL GARAGE PROPERTY LINE NOTE'. ILLUSTRATIVE CONCEPT ONLY SUBJECT TO REQUIRED DEPARTMENTALAPPROVALS O'120' i80200. 400' June 20, 2018 43 NOTES: 1. ALL 2. ALL SERVICES FROM EXISTING SMALLER WATER MAINS SHALL BE CONNECTED TO PROPOSED WATER MAINS 3. ALL PROPOSED PIPE LENGTHS ARE BASED ON ROUGH ESTIMATES 4. THIS IS A CONCEPT PLAN AND NOT A CONSTRUCTION DOCUMENT — ] ! 1 — — _ 1 1 11~W`— 1-- Ts - "r-_ _ N. E. 62nd STREET 11 1 —N ___III 1 2 N.E. 62nd ST I I I �I �- 6j S I II IwI QII ag 11 Iw01 11 Iz1 T Oth STREET Ij I I 111 z W ROPOSED 300 LF OF 12" WATER MAIN G W W-1---W I, m PROPOSED 800 LF OF 12" WATER MAI PROPOSED 925 LF OF 12" WATER MAI w— —N_E— _¢W —STREE W— W -W— w w— W w W w N.E. 6Oth STREET PROPOSED 35D LF OF 12" WATER MA PROPOSED 180 LF OF 12" WATER MAI w w W w--- ww VV 59th SMALLER EXISTING WATER MAINS PARALLEL TO PROPOSED 12" WATER MAINS SHALL BE ABANDONED IN PLACE TERRACE W kV -r w 2 w I II J z ` I a I tsf 2 U 2 LEGEND EXISTING WATER MAIN — — PROPOSED WATER MAIN —12"W LAN5AN Miami Lakes, FL 33016 mo E aFe N,"""ea iu p�En;'�' rnCT .v. inc Cw�, 1= ojecl MAGIC CITY LITTLE HMI AREA CRY OF WWI R CERTIFICATE OF AUTHORIZATION No. 1:000nev1 MIAMMI-DADE FL Drowing Tille PROPOSED WATER IMPROVEMENTS Filename'. \\Iangan.com\ data \MI\data3\300217301\cadd data - 300217301\sheetflles\ figures \Figures\FG01-300217301-CU10-0101.dwg Date'. 9/28/2017 Time rolect No. 300217301 Drawing No Date 26 SEPT. eon scale FIG-02 N. T.S Drawn By Checked By CM CC/LR 5 Submission Dote 28 SEPT. 2017 Street 2 of 5 6'.49 User'. cmendla Style Table'. Lan an. stb Layout'. WATER 1 A 2 3 4 5 6 ( W W N.E. W-- 67th W- STREET W —I— O� _---- W W — W- W W 11 I U i+Li i,' N I J j i 1 I N.E. 65th STREET 1 - - M Q 1 W 12 I 1 _I - 84th TERRACE 1 I I PROPOSED 800 LF OF 12" WATER MAI PROPOSED 800 LF OF 12" WATER MAI NOTES: 1. ALL SMALLER EXISTING WATER MAINS PARALLEL TO PROPOSED 12" WATER MAINS SHALL BE ABANDONED IN PLACE 2. ALL SERVICES FROM EXISTING SMALLER WATER MAINS SHALL BE CONNECTED TO PROPOSED WATER MAINS 3. ALL PROPOSED PIPE LENGTHS ARE BASED ON ROUGH ESTIMATES 4. THIS IS A CONCEPT PLAN AND NOT A CONSTRUCTION DOCUMENT 1 1 1 1 II 11 1 N FLORIDA EAST COAST RAILWAY 7 LEGEND EXISTING WATER MAIN PROPOSED WATER MIN 12"W 8 LAN5AN Pr°'eC` Miami Lakes, FL 33016 Lalpan fn=1w:aa awe. i� MAGIC CITY LITTLE HMI AREA CRY OF MIAMI MIMN-DADE Drawing Title PROPOSED WATER Project No. Drawing No. 300217301 Dote 28 SEPT. 2017 Scole N. T.S FIG-03 IMPROVEMENTS Drown By Checked By Submission Dole H. 28 SEPT. 2017 Sheet 3 of 5 Filename'.\\langan. cam \ data \MI\data3\300217301\cadd data- 300217301\sheetflles\ figures \Figures\FG01-300217301-CU10-0101.dwg Date'. 9/28/2017 Tlme'. 16'.49 User'. cmendia Style Table'. Langan. stb Layout'. WATER 2 APPENDIX B QI tl I 0- 3 I00 0' EAST COAST 0 0 00 0 LEGEND EXISTING FORCE MAIN EXISTING GRAVITY SEWER PROPOSED GRAVITY SEWER S LANGAN END REPLACEMENT OF EXISTING 8" GRAVITY SEWER WITH 10" GRAVITY SEWER AND BEGIN REPLACEMENT OF 8" GRAVITY SEWER WITH 12" GRAVITY SEWER N.E. 62nd ST II II II II II I I N E. 62nd N.E762n TR T r— STREET St \ 0_ 0 0 Z Z ROPOSED 670 LF OF 10" GRAVITY SEWER (REPLACING EXISTING 8" GRAVITY SEWER) 1 z Q Z ROPOSED 1500 LF OF 10" GRAVITY SEWER (REPLACING EXISTING 8" GRAVITY SEWER) � I � 1 I _ 1 1 1 1 1IThThH -s_JT--.��r_ , 5th75—J—_ TEstACE1_ IS L_ NOTES: 1. EXISTING SANITARY SEWER SERVICE LATERALS FROM GRAVITY SEWERS BEING REPLACED SHALL BE CONNECTED TO NEW GRAVITY SEWERS olecl Drawing Title rolect No. 300217301 E 2. EXISTING GRAVITY SEWERS BEING REPLACED SHALL BE ABANDONED IN PLACE WITHIN PUBLIC RIGHT—OF—WAY orno zoo PROPOSED Dote Miami Lakes, FL 33016 MAGIC CITY D, DEC. 2017 3. ALL PROPOSED PIPE LENGTHS ARE BASED ON ROUGH ESTIMATES °'o.a.i"Trn'°"° SEWER $C01e FIG-01 u.yo iaxmme nc.z N.T.S Lon., Elpivennp � a'Iz' `�"EHAM AREA IMPROVEMENTS °r°wn By Cheoke By 4. THIS IS A CONCEPT PLAN AND NOT A CONSTRUCTION DOCUMENT p1Y OF MLNII CM cc/LR Submission Dale , Ce"TIrICATe Or AUTH,WAT...000000c MNMI-DADS H. 01 DEC. 2017 1 Filename'. \\Iangan.c°m\data \MI\data3\300217301\Cadd Data- 300217301\SheetFiles\figures\Figures \FG01-300217301-CU10-0101.dwg Date'. 6/11/2018 Time'. 16:17 User'. cmendia Style Table'. Lan an.stb Layout: SEWER 1 Drawing No A 2 yl of 3 NN E65th STREET 0 U WI ZI 4 N. E 67th STREET —S_ _ S 'ROPOSED 690 LF OF 12" GRAVITY SEWER (REPLACING EXISTING 8" GRAVITY SEWER) ROPOSED 1200 LF OF 12" GRAVITY SEWER (REPLACING EXISTING 8" GRAVITY SEWER) 5 6 ROPOSED 430 LF OF 12" GRAVITY SEWER (REPLACING EXISTING 10" GRAVITY SEWER) END REPLACEMENT OF EXISTING 8" w GRAVITY SEWER WITH 12" GRAVITY SEWER AND BEGIN REPLACEMENT OF 10" GRAVITY SEWER WITH 12" GRAVITY SEWER Q W NOTES: 1. EXISTING SANITARY SEWER SERVICE LATERALS FROM GRAVITY SEWERS BEING REPLACED SHALL BE CONNECTED TO NEW GRAVITY SEWERS E 2. EXISTING GRAVITY SEWERS BEING REPLACED SHALL BE ABANDONED IN PLACE WITHIN PUBLIC RIGHT—OF—WAY 3. ALL PROPOSED PIPE LENGTHS ARE BASED ON ROUGH ESTIMATES 4. THIS IS A CONCEPT PLAN AND NOT A CONSTRUCTION DOCUMENT N.E. 64th TERRACE I1 I� EXISTING MDWASD PS-44 FLORIDA EAST COAST RAILWAY 7 LEGEND EXISTING FORGE MAIN EXISTING GRAVITY SEWER PROPOSED GRAVITY SEWER -S N.E. 4th COURT 8 LANGAN PfOf"` Miami Lakes, FL 33016 keilueocero o o.b.cKxy o a roan &giveW fmino rrmia �SwNcaa Inc. FL CERTIFICATE OF AUTHORIZATION No. 0000e,e,C1 MAGIC CITY LITTLE HART AREA CITY OF MIAMI MIAMI-DADE Drowing Title PROPOSED SEWER Project No. Drawing No. 300217301 Dote 01 DEC. 2017 Scale N. T.S FIG-02 IMPROVEMENTS DraCMBy ChCC/LRy Submission Dote FL 01 DEC. 2017 Sheet 2 of 2 Filename'.\\langan.corn \d a\MI\data3\300217301\Cadd Data - 300217301\SheetFlles\figures\Figures\FG01-300217301-CU1010101. dog Date'. 12/1/2017 Tlme'. 16'.08 User'. km Rlnez Style Table'. Lang n.stb Layout'. SEWER 2 APPENDIX C MIAMF� COUNT Y miamidade.gov August 22, 2017 Dragon Global Corporation 17211 Biscayne Boulevard North Miami Beach, FL 33160 Water and Sewer PO Box 330316 • 3071 SW 38 Avenue Miami, Florida 33233-0316 T 305-665-7471 Re: Water and Sewer Availability for (17-348101) "Magic City", for the construction and connection of 1,522 apartment units, 204 hotel rooms,1,423,960 square feet of office and 441,130 square feet of retail located from N.E. 2nd Avenue to N.E. 4 Ct., and from N.E. 60 St. to N.E. 64 St., Miami, Florida, Folio #s 01-3218-015-0210, -0140, -0150; -0160; -0190; -0770; 0771; -0730, -0200; 01- 3218-022-0060; -0080, -0030; 01-3218-066-0010; 01-3218-020-0330, -0361; 01-3218-014-0030; 01-3218-047-0010; 01-3218-024-0200;-0180; 01-3218-016-0020, -0150, -0170, -0140, -0100; - 0070; 01-3113-022-0130 Ladies and Gentlemen: This letter is in response to your inquiry regarding water and sewer availability to the above -referenced property for the construction and connection of 204 hotel rooms,1,423,960 square feet of office and 441,130 square feet of retail, For water service, the developer shall connect as follows:: • 200 N.E. 62 St. (Folio# 1-03218-066-0010) Connect to an existing twelve (12) inch water main N.E, 2 Ave. at N.E. 62 St. and extend a twelve (12) inch water main easterly in N.E. 62 St.to N.E. 2 Ct., interconnecting to an existing twelve (12) inch water main at that location. • 6200 & 6210 N.E. 4 Ct. Folio # 01-3218-024-0180/ -0200) Connect to an existing twelve (12) inch water main N.E. 62 St. at N.E. 4 Ct. and extend a twelve (12) inch water main northerly in N.E. 4 Ct., to the northeast corner of the property, interconnecting to an existing twenty (20) inch water main at that location. • Properties along N.E. St. & N.E. 4 Ave. Connect to an existing twelve (12) inch water main N.E. 62 St., east of N.E. 2 Ct. and extend a twelve (12) inch water main easterly in N.E. 62 St., to the most eastern N.E. 4 Ave., interconnecting to an existing eight (8) inch water main at that location. Also, connect to the aforesaid proposed twelve (12) inch water main in N.E. 62 St. at the western N.E. 4 Ave. and extend a twelve (12) inch water main northerly in western N.E. 4 Ave. to the northwest corner of the developer's property, interconnecting to an existing eight (8) inch water main. Also cut, plug, and abandon the existing six (6) inch and eight (8) inch water mains along the proposed twelve (12) inch water mains. • Properties along N.E. 61 St. Connect to an existing twelve (12) inch water main N.E. 61 St., halfway between N.E. 3 & 4 Ave., and extend a twelve (12) inch water main easterly in N.E. 4 Ave. interconnecting to an existing twelve (12) water main at that location. Also, cut, plug, and abandon the existing four (4) inch water main along the proposed twelve (12) inch water main. • Properties along N.E. 60 St. Connect to an existing twelve (12) inch water main N.E. 60 St. Water and Sewer LOA (17-348101) • Properties along N.E. 2 Ave. Connect to an existing twelve (12) inch water main that abuts the property in N.E. 2 Ave. • Any public water main extension within the property shall be twelve (12) inch minimum water main diameter. If two (2) or more fire hydrants are to be connected to a public water main extension within the property, then the water system shall be looped with two (2) points of connection. For sewer service, the developer shall connect as follows: • N.E. 2 Ave. Replace existing eight (8) inch gravity sewer with ten (10) inch gravity sewer from manhole 0037 to 0022, and existing eight (8) inch gravity sewer with twelve (12) inch gravity sewer from manhole 0022 to 0098. • N.E. 67 St. Replace existing eight (8) inch gravity sewer twelve (12) inch gravity sewer from manhole 0098 to 0007, and existing ten (10) inch gravity sewer with twelve (12) inch gravity sewer from manhole 007 to wet well of P.S. 044. Also connect to any of the existing eight (8) inch gravity sewers that abut the individual property folios. • Proposed flows shall be split connecting 360,575 GPD to P.S. 044, and 3,436 GPDs to P.S. 0002. • If Unity of Title does not apply, then the gravity sewer within the property shall be public and eight (8) minimum in diameter. Construction connection charges and connection charges shall be determined once the developer enters into an agreement for water and sewer service, provided the Department is able to offer those services at the time of the developer's request. Information concerning the estimated cost of facilities must be obtained from a consulting engineer. All costs of engineering and construction will be the responsibility of the developer. Easements must be provided covering any on -site facilities that will be owned and operated by the Department. Please be advised that the right to connect the referenced property to the Department's sewer system is subject to the terms, covenants and conditions set forth in court orders, judgments, consent orders, consent decrees and the like entered into between the County and the United States, the State of Florida and/or any other governmental entity, including but not limited to, the Consent Decree entered on April 9, 2014, in the United States of America, State of Florida and State of Florida Department of Environmental Protection v. Miami -Dade County, Case No. 1:12-cv-24400-FAM, as well as all other current, subsequent or future enforcement and regulatory actions and proceedings. The County hereby represents that the gravity sewer basin that will serve the property, at the present time may not meet County criteria for conveying additional flows, including those of the proposed development within the property. The County intends to construct the necessary improvements, and has adopted a special connection charge to pay for the construction of necessary improvements in accordance with County Ordinance No. 13-57. The developer acknowledges and agrees that it shall pay to the County said special connection charge in the amount of four dollars and twenty-four cents ($4.24) per average daily gallon, for any new or increased sewer service for the property, due prior to Water and Sewer LOA (17-348101) the issuance of a Verification Form. Said payment shall be a condition precedent to any obligation on the part of the County to provide service to the property. Notwithstanding the preceding, nothing contained herein shall obligate the County to provide service to the property if said service is in contravention of any consent decree or order to which the County is a party, or is in convention of any rule, law, or statute. The Department makes no representations as to the likely date the referenced improvements will be placed into service, and developer shall have no cause of action, at law or equity, against the County arising out of the construction of said improvements. This letter is for informational purposes only and conditions remain in effect for thirty (30) days from the date of this letter. Nothing contained in this letter provides the developer with any vested rights to receive water and/or sewer service. The availability of water and/or sewer service is subject to the approval of all applicable governmental agencies having jurisdiction over these matters. When development plans for the subject property are finalized, and upon the developer's request, we will be pleased to prepare an agreement for service, provided the Department is able to offer those services at the time of the developer's request. The agreement will detail requirements for off -site and on -site facilities, if any, points of connection, connection charges, capacity reservation and all other terms and conditions necessary for service in accordance with the Department's rules and regulations. If we can be of further assistance in this matter, please contact us. V ruly yours, Nora Palou, MPA, PMPe New Business Contract Officer NP/np Water and Sewer LOA (17-348101) Florida Power & Light Company FPL October 15, 2017 Langan Engineering & Environmental Services Attn: Claudia Correa 15150 NW 79th Court Suite 200 Miami Lakes, Florida 33016 Re: Magic City Special Area Plan Generally bounded north by NE 63rd St. east by Florida East Coast Railroad, south by NE 60th St, and west by NE 2nd Ave. Miami, FL 33137 Florida One Call Ticket No. 177705687 To whom it may concern, This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Patrick Pierre Patrick Pierre Associate Engineer FPL Miami Central Service Center 122 SW 3rd Street Miami, FL 33130 an FPL Group Company PARTNERS October 31, 2017 Langan Engineering & Environmental Services Attn: Claudia Correa 15150 NW 79th Court Suite # 200 Miami Lakes, Florida 33016 RE: Service availability for: Magic City Special Area Plan- Generally bounded north by NE 63rd St. east by Florida East Coast Railroad, south by NE 60th St, and west by NE 2nd Ave. Miami, FL 33137 - Florida One Ca11 Ticket No. 177705687 TECO Peoples Gas has natural gas service in the vicinity of the mentioned properties referenced above and we welcome the opportunity to service your client with natural gas. Feasibility for installing the underground service to the above referenced locations can be determined once we have the required load calculations and site plan. The representative for your area is Juan Llarena and he can be reached at (786) 412-9821. In the meantime, should you need further assistance, you can contact me by calling 954-453-0801. Sincerely, Regiona Sales Manager South Region C: Juan Llarena MKW/js Should you have any further question, please feel free to call me at 1-954-447-8405 fax 1-954-534-7008 or e-mail at leonard maxwell-newbold@cable.comcast.com Leonard Maxwell -Newbold South Florida Regional Permit Manager / Southern Division 10/31/2017 3:14:30 PM cc: File City of Miami Draw Michael Perez 9101 SW 24th Street Miami, FI. 33165 Office 305-222-8218 rn p9544@ att.corn October 31, 2017 Claudia Correa Langan Engineering & Environmental Services 15150 NW 79th Court Suite 200 Miami Lakes, Florida 33016 RE: Telephone Service Utility Availability Letter for : Generally bounded north by NE 63►d St. east by Florida East Coast Railroad, south by NE 60th St, and west by NE 2nd Ave. Dear Claudia: This is in response to your request for confirmation of service availability by AT&T. The above referenced projects/developments are located in an area served by AT&T. Prior to confirming service availability to these projects, AT&T requires information such as proposed land use, density, site plans, and agreements with respect to service arrangements for the projects. Please contact me at the telephone number or email address shown above to arrange for providing any information that you may not have included in this request for service availability. No preparatory work towards providing service will begin at this time. Please contact me at the phone number included in this letter if you have any questions. Thank you for contacting AT&T. Sincerely, Michael Perez 305 222-8218 MGR OSP PLNG & ENGRG DESIGN ** AT&T Florida APPENDIX D J CITY A ION DISTRICT 1 PARCEL 1e Rldgs: SF/level: Office (18)5000 Rffiail (1615,000 PARCEL 17 Bye&SF4evel 17)7600 Retail (17)7,600 2 PARCEL :a (14)10.000 EE E3 111111 LLI 01. Bid p 2 SF/level Ho s' Ho I (12) 14,400 1 R tg ] ( ) 1a G00 Read (UN 750 6 �r 1I � 28?,F,2Mt RO4ie.r, 9Q16" PARCEL 5 - LPIARC 9Fleva L d. (C 1 Office (15)15500 15 Ci rage (13)18,04 Garage5319,900 5400 8 650(13)24707 90 1 Ret 3 SOCCER PARK I!1, PARCEL 10 Bldgs: SF/level Rears. (10)12,500 Garage (10)17.000 ttebul 013) 76W6 I RC Edo SF( SF(ev.. sd (4A)14,400 tl. (4B),4,400 erage (4) 2230 ta il (4) 5400, PAR�EL Office ( Resid (F Garage 4 •"_a9 rA_ 8Filevel L: I) 17 39,870 3 ) 31730 4 10,987 8 PARCEL• , SF/level: L: -- Office (1) 24 Remii (1) syeoo i PARCEL s, Office (2) 23,000I 19 Garage (2) 20,700 10 Retai (2) 52,700 1 PARCEL 510. Fvlevel: L Office (5) Iskoo , Garae(5) 21/800 9 Retail(5A;41120g , Recall (5R;dy00 PARCEL6 Ridge OIO4 (6) 160000 17 Garage(¢) 14400 12 Retail PC 22.100 LANGAN Parkslde Corporate Ctr, 16150 NW 79th Court, Suite 200 Warm Lakes, FL 33016 T'. 786 264 7200 F'. 786 264 7201 uvwuv. langan.com Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. S.A Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. Longest Engineering and Environld Services, Inc. Lalgnn CT, Inc.s. Langan International LLC Collectively knaxn as Langan FL CERTIFICATE OF AUTHORIZ'TI0N No, 00006601 II II 5 Bldg, PARCELB SF/level: L Office (3) 12 Retail (3) 14 000 1 0 HOTEL 200 0 100 20D SCALE 1 1" = 200' Project MAGIC CITY LITTLE HAITI CITY OF MIAMI MIAMI-DADE FL 7 6 STORM WATER DRAINAGE REQUIREMENTS PARCEL No. DRAINAGE AREA (Ac) No. OF WELLS LENGTH OF EXFILTRAION TRENCH (FT) TRENCH (FT) 1 1.32 2.0 140 2 1.86 2.0 190 3 0.34 1.0 40 4 1.29 2.0 140 5 1.47 2.0 140 6 0.99 2.0 100 7 1.22 2.0 120 8 1.50 2.0 130 9 0.73 1.0 70 10 1.43 2.0 140 11 1.21 2.0 120 12 1.50 2.0 140 13 0.95 1.0 90 14 0.52 1.0 50 15 1.14 1.0 110 16 0.67 1.0 70 17 0.49 1.0 50 TOTAL 27.0 1840 LEGEND PROPOSED WELL El PROPOSED EXFILTRATION TRENCH Drawing Title PRELIMINARY STORM DRAINAGE SCENARIO 1 Project No. 300217301 Date 10/16/2017 Scale 200' Drawn By Checked By CCM CMC Submission Dote 6/21/201B Drawing No. FIG-01 Filename'. \\Iangan.com\ data \MI\data3\300217301\Cadd Data- 300217301\2D-DesignFlles\0vil\300217301-0-DA0102.duvg Date'. 6/21/2018 Tlme': 16'.40 User'. antorres Style Table'. Langan. stb Layout'. ANSIB-BL J CITY A ION DISTRICT 1 NE 62st PARCEL 1e Bldg¢: SF/level: Office (1616,000 Retail (1615.000 Bids.EL 17 SF4evel L. Office (17) 7.600 Retail (171 7.600 L'------1 2 r 4P_ase16e0QM PARCEL15 Fades SF Office () 15 500 15 Garage Reta (155(35,400 1 EE E3 —eat PAGEL12 Bo s. 4eyel:1 Reed (12) 12.00 9 . (12) 24,290 8 Garage ( ) 90 Retail CON 28 z<a Road —GAL, r (13) Garage(1 ) Re tell (13)547001 3 LRTLE SO ARK PARCEL e 4 SPA 002,1 Ca ege(9) 20 Retail (91 29.6 PARCEL 10 Bldg¢: SF/level Garage (10117,000 9 Rat44.-:(10) 29000 t Rated n coati I' 4 doBEL. SFtlev.. al (4A)14,400 d (4B)14,400 erage (4) 2]60 ta il (4) 54,00, Bldesi sF/level Office (1) 24 Ramii (11 5yeoo i eDELae 2300';ORc(2) 0 Garage(2) 20,700 10 Reta1 (2) 52,700 1 PARELsS sgvel: L�ce(5)ta00 1 Garage a (646111.200 1 1 Retail (56(6900 1 PARCEL° Bldg OIO0 (6) 100000 17 Garage(6) 14400 12 Retail (6) 22,100 1 PA OELSK Office (7) 18. Garage (7) 14 Retail (7) 22, it sFilevel, Li 7 1 3s 3 1 31,760 4 8,98] 8 LANGAN Parkslde Corporate C)r, 15150 NW 79th Court, Suite 200 Warm Lakes, FL 33016 T'. 786 264 7200 F'. 786 264 7201 www.langan.com Langan EngineeMg, Environmental, Surve ing and Landscape Architecture, D.P.C. SX Langan Engineering, Environmental, Surveying and Landscape Architecture, D.P.C. Langat Engineering and En ironmenld Services, Inc. Laggan CT, Inc. Lalgan International LLC Collectively knaxn as Langan FL CERTIFICATE OF AUTHORIZ4TION No.00006601 5 PARCEL 3 SF/leve' L (3) 12.O000 Office ( Retail (3) 1 111111111 IJ 200 0 100 20D 1 SCALE: 1" = 200' Project MAGIC CITY LITTLE HAITI CITY OF MIAMI MIAMI-DADE FL 7 8 STORM WATER DRAINAGE REQUIREMENTS PARCEL No. DRAINAGE AREA (Ac) No. OF WELLS LENGTH OF EXFILTRATION TRENCH (FT) 1 1.32 2.0 140 2 1.86 2.0 190 3 0.34 1.0 40 4 1.29 2.0 140 5 1.47 2.0 140 8 1.50 2.0 130 9 0.73 1.0 70 14 0.52 1.0 50 6,7,10,11,12, 13,15,16,17 9.60 18.0 1,500 Total 31.0 2400 LEGEND PROPOSED WELL El PROPOSED EXFILTRATION TRENCH Drawing Title PRELIMINARY STORM DRAINAGE SCENARIO 2 Project No. 300217301 Date 10/16/2017 Scale 200' Drawn By Checked By CCM CMC Submission Date 6/21/2018 Drawing No. FIG-02 Filename'. \\langan.com\ data \MI\data3\300217301\Ladd Data- 300217301\2D-DealgnFlles\0IVII\300217301-0-DA0101.dog Date'. 6/21/2018 Tlm,: 16'.42 User'. antorres Style Table'. Langan. stb Layout'. ANSIB-BL A 2 NE 60TH TE) l I n NE 60TH ST NE 59TH ST 4 ZONE X Basis of Base Flood Elevation Elevation (ft NGVD) Minimum FFEL (ft NGVD) FEMA Base Flood Elevation N/AILI N/A Miami -Dade County Flood Criteria 6.50(21 6.83 Highest Adjacent Road Crown (NE 60th St.) 12-17.92 12.33-18.25 Highest Adjacent Road Crown (NE 61st St.) 15-18.22 15.33-18.55 Highest Adjacent Road Crown (NE 62nd St.) 9 -15 9.33 -15.33 Highest Adjacent Road Crown (NE 2nd Ave.) 10-12.50 10.33 - 12.83 Highest Adjacent Road Crown( NE 4th Ave.) 15-17.50 15.33-17.83 1- Per FEMA Map No. 12086C0304L the site is located in Zone X. Zone Xis descirbed by FEMA as an area of minimal flood hazard. 2- Per Miami -Dade County Average 1999 October Watertable & Miami -Dade County Flood Criteria Map. 3- FFEL must be above the 100 year 72 hour Storm Design Flood Elevation. 5 "ION DISTRICT SAP - MASTER PLAN NE 59TH ST 6 7 N 400 B 0 100 250 400 11 SCALE: 1 400' LANGAN Parkslde Corporate Ctr, 15150 NW 79th Court, Suite 200 Mlaml Lakes, FL 33016 T'. 786 264 7200 F'. 786 264 7201 www.langan.com Langan Engineering, gineeg, Enyiron otool. Surveying and Langan Engineering, Environmeental, Burveying ontl Lantlecaae ,d Eo eclure, D.P.C. Lmgon Engineering mtl Envirmmentol SeMces, Inc. Langm Ci, Inc. Lmgm In known ontl LLC LATE OF y known as loon 0 FL CERTIFICATE OF NUTHORIZATION No. 66006601 Project MAGIC CITY LITRE HAM CITY OF MIAMI MIAMI-DADE FL Drawing Title PRELIMINARY FINISHED FLOOR ELEVATION CRITERIA FIGURE Project No. 300217301 Date 10/16/2017 Scale 1" = 400' Drawn By Checked By KM CMC Submission Date 06/21/2018 Drawing No. FIG-03 Filename'.\\langan. cam \ data \MI\data3\300217301\Cadd Data- 300217301\2D-DesignFlles\Civil\300217301-C-ST0101.dwg Date'. 6/21/2018 Tlme'. 16'.39 User'. antorres Style Table'. Langan.stb Layout'. ANSIB-BL