HomeMy WebLinkAboutTab 45B - Magic City Site Utility StudyMIAMI•DADE
COUNTY
miamidade.gov
August 1, 2018
MDC Miami LLC
One S.W. 3rd Avenue, Suite 2110
Miami, FL 33131
Water and Sewer
POBox 330316+3071 SW38Avenue
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 Sewer 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,
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 62"d Street and NE 4' Court and extend a 12 inch diameter water main north along NE 4'
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 62"d Street: Tap the existing 12 inch diameter potable water main located at the
intersection of NE 2"d Avenue and NE 62"d 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 62"d 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 62"d 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 2"d Avenue and NE 61 st Street and extend a 12 inch diameter
water main east along NE 61st Street to the intersection of NE 4th Avenue and NE 61st 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 4' 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 67' Street and NE 4' Avenue. The general flow direction of
sewage collected in the PS-44 sanitary sewer basin is from NE 4th Avenue west to NE 2"d
Avenue and north along NE 2"d Avenue to NE 67th Street and west along NE 67tht Street to PS-
44. The main sanitary sewage conveyance trunk line runs along NE 2"d Avenue and NE 67th
Street. This trunk line is composed of an existing 8 inch diameter gravity sewer running along
NE 2"d Avenue from NE 60th Street to the intersection of NE 2"d 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"d Avenue: Replace the existing 8 inch diameter gravity sewer with approximately 1200
feet of 12 inch diameter sewer pipe along NE 2"d Avenue beginning at the intersection of NE
2"d Avenue and NE 62"d Street to the intersection of NW 2"d 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"d Avenue and NE
60th Street to the intersection of NE 2"d Avenue and NE 62"d 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 2"d
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
Bltlgs SF/level: L
Office (16) 5,000 1
Retail (16)5,000 1
PARCEL 1]
Bltlgs SF/level: L
Office (1])7 600 1
Retail (1])7 600
NE 6051
lz�
NE
�a'i 'IarIIIiYiin
4j
PARCEL
Bldg=
Office (1
Garage (]
Retail (1
5
SF/level: E
5) 15,500 15
5) 19,900 8
5)35,400 1
NEFPIS Terrace
PARCEL 12
BI•,s SF/level: L
Ho I (12) 14,400 14
Re Id (12) 12,500 2
Ga age (12) 24, 290 8
Retail (12A) 28, 750 1
4gs SF/level.
R sia. (13) 13,300
Gaage (13) 18,000
R bil (13) 24,700
NE 6011 st
24
LITTLE HAITI
SOCCER PARK
41
1
1
1 I
111� 1
I II I I I =1T 1
PARCEL
Bldg s: SF I:
Gaage 9 20,01
Re al (91 29,6
PARCEL 10
Bltlgs: SF/level
Resd (10) 12,500
Garage (10) 17 000
R sd (11) 12,500
G r ge(11) 17,000
R t II (11) 28,000
RCEL0
dgs: SF le
estl. (4AJ 14,400
estl. (4BJ 14,400
a age (4J 2, 360
e all (41 54.000
1 Garage () 16,987 8
Bltlgs
Office
Expo L
Resd (
SF/level: L
1], 185 4
39,870 8
) 31 760 4
PARCEL —-1
Bltlgs SF/level: L
Office (1) 24, 100 19
I Garage (1) 29 700 8
I Retail (1) 53, 800 1
If
7-1
MAGIC CITY INNOVATION DISTRICT SAP - PARCELIZATION PLAN
PARCEL 2
Bltlgs SF/level: L
Office (2) 23, 000 19
Garage (2) 29, 700 10
Retail (2) 52, 700 1
PARCEL 6
Bltlgs: SF/level: L
Office U 18, 000 1]
Garage (6) 14,400 12
Retail (6) 22, 100 1
/ 1
PARCEL 3
Bltlgs SF/level: L
Office (3) 12,000 4
Retail (3) 14,000 1
MUM
HOTEL
RESIDENTIAL
OFFICE
RETAIL
GARAGE
—'— PROPERTY LINE
NOTE ILLUSTRATIVE CONCEPT ONLY,
SUBJECT TO REQUIRED OEPARTMENTALAPPROVALS
5 0001
0'120' i80200' 400'
June 20, 2018
43
II — —
11 N
N.E.62nd ST I
NN`
II �`
II
PROPOSED 800 LF OF 12" WATER MAI
W'
QII
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
W 2"W-
N.E.62nd STREET
62nd
STREET— — � --
I I
ag
r,�
w
I=1
II
I 1
I 1
0th STREET a
I11 Ij
I 1
ROPOSED 300 LF OF 12" WATER MAIN
w— _N E_ _611,IpL —STREE
w---I- w
PROPOSED 350 LF OF 12" WATER MA
PROPOSED 180 LF OF 12" WATER MAI
W--- — W --�-W— V1 VY — W W W W W W W—W W
r7
N.E. 60th STREET
W----wW �l
59th
W —
SMALLER EXISTING WATER MAINS PARALLEL TO PROPOSED 12" WATER MAINS SHALL BE ABANDONED IN PLACE
TERRACE
W
w-
r
I w
1
II
J
2
` I
I
2
U
LEGEND
EXISTING WATER MAIN
PROPOSED WATER MAIN 12"W
LAN5AN
oPc Nn9 ana LITTLE HART AREA
QIY OF MIAMI
roject
MAGIC CITY
1Y°e
Fi ,RTwirnTF rTnnRvnnnu D0flOw l MNMFDADE FL
Dra
PROPOSED
WATER
IMPROVEMENTS
roject No.
30021730
Drawing No
Date
28 SEPT. 2D17 same FIG-02
N.T S
Drawn By !Checked By
CIA I CCAR
Submission Date
28 SEPT. 2017 Sheet 2 of 5
Filename: \\langan com\data\MI\data3\300217301\cadd data- 300217301\sheetfiles\figures\Figures\FG01-300217301-CU10 -0101 dwg Date 9/28/2017 Time: 1649 User. cmendia Style Table: Lan anstb Layout WATER 1
A
2
4
5
6
W- W 67th STREET
w
w�_W w --w w
0
11
-Ii,'
N
1
1
1 N. STREET
- -
C1
ui1
ZI
1 I
N.E. 64th TERRACE
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
N
FLORIDA EAST COAST RAILWAY
7
LEGEND
EXISTING WATER VAIN
PROPOSED WATER MAIN -12"W
8
LAN5AN Project
O
Langan nNronmentai. sLneNng ana
MAGIC CITY
LITTLE HART AREA
QIY OF MIAMI
MINAIDADE
FE
PROPOSED
WATER
IMPROVEMENTS
Project No. Drawing No.
300217301
Date
28 SEPT. 2017 scale FIG-03
N.T S
Drawn By!Checked By
CM I CC/LR
Submission Date
28 SEPT. 2017 Sheet 3 of 5
Filename. \\langan. com\data \MI\data3\300217301 \ cadd data- 300217301\sheetfiles\figures\Figures\FG01-300217301-CU10 -0101 dwg Date 9/28/2017 Time: 1649 User. cmendia Style Table: Langanstb Layout WATER 2
APPENDIX B
N.E.—f621— SERE
1 N.End
STREET
D
0
0
OI
2
2
T
-11S-T S-
ROPOSED 670 LF OF 10" GRAVITY SEWER
(REPLACING EXISTING 8" GRAVITY SEWER)
2
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 III
11
11
I I
I I
Iz II
11
h STREET
7— _1 I-1— _J
r7
ROPOSED 1500 LF OF 10" GRAVITY SEWER
(REPLACING EXISTING 8" GRAVITY SEWER)
1 1 1
— S—
I
th
1
NOTES:
1. EXISTING SANITARY SEWER SERVICE LATERALS FROM GRAVITY SEWERS BEING REPLACED SHALL BE CONNECTED
TO NEW GRAVITY SEWERS
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
TACE1— Isr
-TYZI
iI
2
}
Q
12
N
in
O
0
6
0
0
0
LEGEND
EXISTING FORCE MAIN
EXISTING GRAVITY SEWER
PROPOSED GRAVITY SEWER -S
LANGAN
meat
MAGIC CITY
"° " rev aoe LITTLE HART AREA
La"m" Engineering Fe, Inc OW OF MIAMI
Fi oaa., MIAMI-DADE FL
PROPOSED
SEWER
IMPROVEMENTS
roject N.
30021730
Droving No
Date
D1 DEC. 2017 Salle FIG-01
N.T.S
Drawn M I CC/By ft kedLR By
C
Submission Date
D1 DEC. 2017 1 r„
Filename: \\langan. com\data\MI\data3\300217301\Cadd Data- 300217301\SheetFiles\figures\Figures\FG01-300217301-CU10 -0101 dwg Date 6/11/2018 Time: 1617 User. cmendia Style Table: Lan anstb Layout SEWER 1
A
2
0
U
�NI
ZI
N.E.
4
67th
'ROPOSED 690 LF OF 12" GRAVITY SEWER
(REPLACING EXIS11NG 8" GRAVITY SEWER)
ROPOSED 1200 LF OF 12" GRAVITY SEWER
(REPLACING EXISTING 8" GRAVITY SEWER)
a
I
I
iff
5
STREET
S
ROPOSED 430 LF OF 12" GRAVITY SEWER
(REPLACING EXIS11NG 10" GRAVITY SEWER)
END REPLACEMENT OF EXISTING B"
w GRAVITY SEWER WITH 12" GRAVITY
SEWER AND BEGIN REPLACEMENT OF
10" GRAVITY SEWER W1TH 12" GRAVITY
SEWER
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
11
EXISTING
MDWASD
PS-44
FLORIDA EAST COAST RAILWAY
7
LEGEND
EXISTING FORCE MAIN
EXISTING GRAVITY SEWER
PROPOSED GRAVITY SEWER S
N.E. 4th COURT
8
LANGAN Project
MAGIC CITY
1-" r" —7,7 e. oP.a"v ° aoe LITTLE HART AREA
MIAMI-DADE
awY OF MIAMI
FL
PROPOSED
SEWER
IMPROVEMENTS
Project N. Drawing No.
300217301
Date
D1 Dec. 2017 FIG-02
Scale 1
N.T.S
Dram By Pecked By
CM I CC/LR
Submission Date
D1 DEC. 2017 Sheet 2 of 2
Filename: \\langancom\d a\MI\dafa3\300217301\Cadd Data- 300217301\SheetFiles\figures\Figures\FG01-300217301-CU101-0101 dwg Date 12/1/2017 Time: 1608 User km rtinez Style Table: Langanstb Layout SEWER 2
APPENDIX C
MIAM MADE
COUNTY
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. 21 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.
Verruly yours,
Nora Palou, MPA, PMPO
New Business Contract Officer
NPlnp
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
A ION DISTRICT
NE 62st
PARCEL ie
BBgs. SF/leve:
Dice (16)6000
(16)SOW
1614193.Office
17 SFIIevelL.
17) 7600 1
Retell (17)7.600
r-
NE rffisr
HA GEL
P.O.() 1250
Garage
6
Retail (12A) 26,750
op
RC!mEN9(3C ippcolo301S
PARCEL 5
Bldge SF
Office () 15.500 15
Garage ( 5) 19,900 Rera 9
(15)35.400
FE�]�-
(1)
Geroge (13)0
18,00 4 R�rro
LITTLE HAITI
SOCCER PARK
4 aSarno
tl (4B)14.400
erage (4) 2]60
ta il w) 64.000
(9) 12,7
PARCEL
Garage (1 20.0
6 950
BN9CEL eve L B190; 10'$Fll
Real (10)12.500 24 R ski. (10A)
S 6
Garage
(0)17000 9 (10A
Held 10128-1fifip 1
PARCEL
SF/level: L: ---
Office (1) 24
Remo (1) 5yeoo i
Biggs,
G6u (2) 23000 1
Garage (2) 00
Retal (2) 62,70000 1
PARCEL
or gL.
Office ()17
Re Itrte ( 13000 9
PARCEL°
Bdg"SF/level. 0
0602 (6) 18000 17
Garage(6) 14400 12
1 Rete (6) 22, 00 1
PAWIELd) PARCEL 11 I meg..
0646 () 18v
t' 1 (70o Retai9e(7) 4,4
l (7) 22,1
R EL
evel: 4
OffRe (I) 57 ]
Expo. (r) 39,870
3
Rosa (:4 31760 4
Rage (1 �ieg2e7 +
LANGAN
ParksIde Corporate C(r, 15150 NW 79th Court, Suite 200
Miami Lakes, FL 33016
T.. 786 264 7200 R 786 264 7201 wwwlangan corn
Langan Englneo303, Eno(ranmenlal. 0o oe/ng and
LOndsc0pe Ar1M1itecture, 0l,5
Langan Engmeermq, En re'c'temm, suryeNng and
Lgndseng 3 E741elure. 01 S01
Langan Engineering and F tiT, Inc. nigl Services, Inc.
Langan"I International LLC
COIleclvely known as Langan
FL CERTIFICATE OF AUTHORIZATION No. 00006601
eaEL3 00)160l:
Office (3) 1 000 12.000 4
Retail (3) 4, 1
tell I l l I l l j l l � l lrl ' j C F I-, l j l 1
10
Ill, Il
IJ
µ
o HOTEL
200 0 100 200
1
SCALE: 1" = 200'
Project
MAGIC CITY
LITTLE HAITI
CITY OF MIAMI
MIAMI-DADE
FL
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
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
PROPOSED
EXFILTRATION TRENCH
Drawing Title
PRELIMINARY
STORM DRAINAGE
SCENARIO 1
t
Project No.
300217301
Date
10/16/2017
Scale
1” 200'
Drawn By Checked By
CGM CMC
Submission Date
6 21 2018
Drawing No.
FIG-01
Filename: \\langan. corn \data \MI\data3\300217301 Cadd Data- 300217301 2D-DesIgnFiles\Civil\300217301-C-DA0102. dwg Date: 6/212018 Time: 16:40 User: antorres Style Table: Langan s)b Layout ANSIB-BL
A ION DISTRICT
NE 62sst
PARCEL ie
Bides: SF/level:
Office (18)6000
Retail 11615.00E
BAR.EL 17 SF/level: L.
Bs
Rete (17) 7.600
PARCEL 5
Bags SF
Office () 15.500 15
Retail (15)35.400 1
A CBL 12
Bo s: SF/leve4,400 l:
Reed.(12) 12,500 2
Garage () 24,290
17,2409
Ip
F1�
(13)
Garage (13)18.000
Retell
1
LITTLE HAITI
SOCCER PARK
Blcigs: SF
PResiARCEL
12,
ge(91 10,E
Retail (9. 29,650
PARCEL 10
Bides. SF/level
Gaage(10)11,000 9
Rem-:(10)2aaoo
Rao. r
d00 (A SF/
tl. (4B)14.400
erage (4) 2760
ta il w) 64.00,
jBaas:R ce (7l 1g,aao
! (4 (P) 3 3
d. (e) 31,76E 4
rage ( 16,987 8
i La¢tell-18)-3i,2a0
PARCEL Bags:' SF/level: I,
Office (1) 24
Rama (1) 53aoo i
PARCEL EL
Office (2) 23000 I: 19
arage(2) 00
Retal (2) 52,70. 1
PARCELS
6/level: L'.
Once (5) 101000 1' Garage (5) 211600 9
Retail (A41411,200 1
Re II (se) 5,900
d`aeeaeJ1
Bags.
BagSF/level; N
016ce (6) 18,000 17
Garage(6) 1440E 12
Re1a (e) 22,10E 1
PA DEL d
Office (7) Flags. 6 Gaage() 144
Retail () 22 RC fie
LANGAN
ParksIde Corporate C(r, 15150 NW 79th Court, Suite 200
Miami Lakes, FL 33016
T.. 786 264 7200 F 786 264 7201 www.langan com
Langan Fnglneering. Fn�ranmenlal. 0c1ceeng and
Langan EngmZ.s' Env roteumm, suryeNng and
Lgneeringe d Enkireture. o. S10
Langan Engineering and F ti7. Inc. nigl Services, Inc.
Langan"I International LLC
Collectively known as Langan
FL CERTIFICATE OF AUTHORIZ,T10N No. 00006601
Bldgs.EL SF/level: L
Office (3) 12,00E 4
Retail (3) 14000 1
111111111
—=pGl=a
H HOTEL
ILDV` T
IJ
200 0 100 200
1
SCALE: 1" = 200'
Project
MAGIC CITY
LITTLE HAITI
CITY OF MIAMI
MIAMI-DADE
FL
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
PROPOSED
EXFILTRATION TRENCH
Drawing Title
PRELIMINARY
STORM DRAINAGE
SCENARIO 2
Project No.
300217301
Date
10/16/2017
Scale
1" 200'
Drawn By Checked By
CGM CMC
Submission Date
6/21/2018
t
Drawing No.
FIG-02
Filename: \\langan. corn \data \MI\data3\300217301 Cadd Data- 300217301 2D-DesIgnFiles\Civil\300217301-GDA0101. dwg Date: 6/21/2018 Time: 16:42 User: antorres Style Table: Langan. tb Layout ANSIB-BL
A
2
NE 60TH TE)
a
z
NE 60TH ST
NE 59TH ST
4
f1
ZONE X
00
MAGIC C11 1
W
z
Basis of Base Flood Elevation
Elevation (ft NGVD)
Minimum FFEL (ft NGVD)
FEMA Base Flood Elevation
N/A a1
N/A
Miami -Dade County Flood Criteria
6.501z1
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
NE 59TH TE `r
TION DISTRICT SAP - MASTER PLAN
NE 59TH ST
7
8
N 400 0 100 250 400
i11
SCALE: 1" = 400'
LANGAN
Parkside Corporate CIF 15150 NW 79th Court, Sulte 200
Miami Lakes, FL 33016
T. 786264. 7200 R 786264. 7201 www langan cam
Langan Engneering, LeNroemeetal. sgrye�ng and
Landscape ArcM1deciure D P.S S
Langan F l_alydsrclaoe nreln�ie'Cl e ID p,- �eNeg ood
Langan Engineering end Environmental Services, Inc
Langan CT, Inc.
Langan International LLC
Collectively known as Langan
FL CERTIFICATE OF AUTHORIZATION No. 00006601
Project
MAGIC CITY
LITTLE HAM
CTTY OF MIAMI
MIAMI-DADE
FL
Drawing Title
PRELIMINARY
FINISHED FLOOR
ELEVATION
CRITERIA FIGURE
Project No.
300217301
Date
10/16/2017
Scale
1" = 400'
Drown By Checked By
KM CMC
Submission Date
06/21/2018
Drawing No.
FIG-03
Filename:\\langan. com\data\MI\data3\300217301\Cadd Data - 300217301\2D-DesignFiles\Civil\300217301-CST0101. dwg Date 6/21/2018 Time: 1639 User antorres Style Table: Langanstb Layout ANSIB-BL