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Major . se S Permit
Site _lit Stdv
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Ken x�i z P,E. " 5944
e President
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introduction
Mid Town Park is a proposed 1.36 acre residential and retail development t al k be
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constructed along North MiamiAvenue between 'NW'NW3=�'t; Terrace and NW��.� Street
within the limits of the City of Miami, Florida, Mid Town Park consists of 155
condominium units, 5,937 square feet of retail space. 1,308 square foot restaurant and a
parking garage. The proposed site will combine several sots between NW 34t; Terrace
and NW 35 Street on the west side of North Mia.nni Avenue, An alleyway running north
and south needs to be vacated to allow the development ofthe site_ The current site
contains a one story building and asphalt parking area that will be demolished to make
room for the proposed residential and retail development. (see attached reduced tentative
;flat in the appendix).
Drainage
Existing Drainage: The existing, site is surrounded by paved roads that are
maintained by the Cite of Miami Public Works Department, The existing drainage
system consists of inlets and exfiltration trenches. The rim elevations of the existim2.
inlets vary depending on their location along the existing roads. The elevations along
the perimeter of the property as shown on the tentative plat var) between + 1 3.80 and
* 14.90 and relate to the City of Miami Datum. The existing development has a
drainage system that collects stormwater generated on -site and discharges it into the
ground through exflitration trenches.
Proposed Drainage: The proposed she is planned to be drained by the use of both
exfiltration trenches and drainage wells. This drainage system will be sized to dispose
the 5-year storm event as required by Miami -Dade County's Department of
Environmental Resource Management (DERM). We anticipate the use of 24
diameter drainage wells and exfiltration trenches to dispose ofthe stowiwater
generated on -site, The on -site stormwater will be prevented from flowing onto public
roads by the placement of a perimeter berm.
Water Distribution
Existing Water Mains: Miami -Dade Water & Sewer Department (WASD) owns and
operates the following water mains in the vicinity of the project see attached Water
Atlas in the appendix).
LOCATION
North Miami Avenue
North Miami Avenue
+W 34th Terrace & NW 350
34`h Terrace N Miami Ave &N W 1'
351` Street_._.._.---------� N Miami Ave & NW
evwaNW 34th Terrace
BETWEEN
DESCRIPTION
' 341 Terrace & NW 35`r St 6' Water Main
12" Water Mains (b)
Midtown Development)
No Water Main
Water Mains
-„ Water Main
$°lvx 2 _E 06
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P a rf
Proposed Water Mains: Based on the above, anticipate that a new 12's eater
main be required by h'ASD. This proposed main ,. -ill connect ro the existing I?"
water main that is being installed by the Midtown Developers that is located at the
intersection of N Miami Avenue and NW 34t' Terrace. in addition a portion of the
existing 2" water main located in the alleyway to be vacated will have to be removed
to allow the proposed construction.
Water Demand: The proposed project is expected to generate an average daily eater
demand of 31,947gallons per day (GPD) per W LSD's standard flows for residential
and commercial developments. The flow calculations are as follows:
l 55 condominium units (a 200 GDP/Unit - 3 I ,0 0 GPD
5,937 square feet ;5i` retail space , 5 GPDii 00 SF 297 GPD
1,308 square foot restaurant (1 seat/ 100 SF r% 0 GPD/ seat) — S() GPD
III SanitarySewer Collection System
Existing Sanitary Sewer Mains: Miami -Dade Water & Sewer Department (M
DwASI)) owns and operates the following sanitary sewer mains in the vicinity of the
proiect (See attached Sewer Atlas in the appendix)
LOCATION
BETWEEN DESCRIPTION
North .'Miami Avenue NW 341h terrace & NW 35th St I0" Gravity 'Main
W 34'h Terrace \ Miami Ave &. NW 1'` A e 8`" Gra it\ Main
tiW 35`h Street \ Miami Ave & NW l'` Ave 8'" Gravity Main
lleywa_i W 34th Terrace & NW 35th St ` No Main
Proposed Sanitary Sewer Mains: Based on the above, we do not alai ~ipate the
construction of any off -site mains. The proposed development will connect to the
existimtt 10" gravity line located in North Miami Avenue with an 8" service line. The
site can also connect to the existing gravity sewer mains located in NW 34`h Terrace
and NW 35 h Street. The connection to these mains can only be with a 6" service line
as WASD does not allow an 8" service connection to an 8" gravity main. As of the
date (9/30/05) or this study the downstream pump station has sufficient capacity to
serve this site_ A sewer allocation issued by DERM will be required to allow the
construction of this project_
Pa e
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11L Sanitary Sex er Collection System Coned
Sanitary Sewer Load: The proposed projet:t is expected to generate an average
daily sewer load of31,947gallons per day (GPD) per _Miami -Dade Water &
Seer Department standard flows for residential and commercial developments.
The flow calculations are as
155 condominium units ;c 200 GDP/Unit = 1.000 GPI.)
5,937 square feet €, 'retail space ;;r;: 5 GPD/I00 SF - 297 GPI)
1,308 square foot restaurant (1 seat/ 100 SF (; 50 GPD/ seat} = 650 GPI)
Solid Waste Generation
The Solid Waste that will be faenerated by this development was calculated as
t 1)1}can`s:
retail: 300 lbs/dav (4 Ihs per 100 SF per day)
2. condominium: 2,325 ins/day (h ibs per day per capita)
The solid waste that will be generated by this project will be collected in standard
on -site containers. Pick-up service will be provided by either a private garbage
collection company or by the City of Miami Solid Waste Department_
Gas
We do not anticipate a need for natural gas at the referenced project. TECO Peoples
Gas Company has an existing 4" gas main located in NW 35'Street and NW 34th
Terrace and a 2" Ltas main located in the alleyway. The 2" main located in the
alleyway will have to be removed and or relocated to allow the construction of the
proposed improvements.
VI. Electrical
Florida Power & Light has existing facilities to the site which overhead. The
available service is 120/208 Volt_ 3 Phase. 240/480 Volt 3 Phase is also available
should the development require it. The project will be served from pole or pad
mounted transformers or an FPI, vault located on the aground floor of the proposed
building.
Pad± 4 , 2006
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Mid Town Parb
Site. Utility Stum,"
Appendix I
C liocudnnt,md S 1,;SUF t„ANOt 0n Park I
Page
i /9:2006
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