HomeMy WebLinkAboutConcurrency ReportProposal No 06-19
Date: 5/24/06
CONCURRENCY MANAGEMENT ANALYSIS
CITY OF MIAMI PLANNING DEPARTMENT
IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP
WITHIN A TRANSPORTATION CORRIDOR
AMENDMENT INFORMATION
Applicant Simon Ferro, Esq, on behalf of A+ Mini Storage Airport East, LLC
Address: 1701, 1801, 1828 & 1851 Delaware Parkway
Boundary Streets: North: n/a East: n/a
South: n/a West: Delaware Parkway
Proposed Change: From: General Commercial, Single Family Residential
To: Restricted Commercial
Existing Designation, Maximum Land Use Intensity
Residential 9.32 acres @ 150 DU/acre 1,398 DU's
Peak Hour Person -Trip Generation, Residential 701
Other sq.ft. @ FAR 0 sq.ft.
Peak Hour Person -Trip Generation, Other
Proposed Designation, Maximum Land Use Intensity
Residential 9.32 acres @ 150 DU/acre
Peak Hour Person -Trip Generation, Residential
Other sq.ft. @ FAR
Peak Hour Person -Trip Generation, Other
Net Increment With Proposed Change:
Population
Dwelling Units
Peak Hour Person -Trips
Planning District
County Wastewater Collection Zone
Drainage Subcatchment Basin
Solid Waste Collection Route
Transportation Corridor Name
1,398 DU's
701
0 sq.ft,
0
0
0
0
Allapattah
315
J1
25
NW 20th Street
CONCURRENCY ANALYSIS
RECREATION AND OPEN SPACE
Population Increment, Residents
Space Requirement, acres
Excess Capacity Before Change
Excess Capacity After Change
iCE Concurrency Checkoff
0
0.00
182.80
182.80
OK
POTABLE WATER TRANSMISSION
Population Increment, Residents
Transmission Requirement, gpd
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
0
>2% above demand
>2% above demand
OK
SANITARY SEWER TRANSMISSION
Population Increment, Residents
Transmission Requirement, gpd
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
0
See Note 1,
See Note 1.
WASA Permit Required
RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES
Land Use Policy 1.1.1
CIE Policy 1.2.3
NOTES
1. Permit for sanitary sewer connection must be issued by
Metro -Dade Water and Sewer Authority Department (WASA).
Excess capacity, if any, is currently not known
C IN 03/13/90
STORM SEWER CAPACITY
Exfiltration System Before Change
Exfiltration System After Change
Concurrency Checkoff
SOLID WASTE COLLECTION
Population Increment, Residents
Solid Waste Generation, tons/year
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
TRAFFIC CIRCULATION
Population Increment, Residents
Peak -Hour Person -Trip Generation
LOS Before Change
LOS After Change
Concurrency Checkoff
On -site
On -site
OK
0
800
800
OK
0
B
B
OK
ASSUMPTIONS AND COMMENTS
Population increment is assumed to be all new residents. Peak -period trip
generation is based on ITE Trip Generation, 5th Edition at 1.4 ppv average
occupancy for private passenger vehicles.. Transportation Corridor capacities and
LOS are from Table PT-2(R1), Transportation Corridors report.
Potable water and wastewater transmission capacities are in accordance with
Metro -Dade County stated capacities and are assumed correct. Service
connections to water and sewer mains are assumed to be of adequate size; if not,
new connections are to be installed at owners expense.
Recreation/Open Space acreage requirements are assumed with proposed
change made.