HomeMy WebLinkAboutPAB Concurrency ReportProposal No 0626
Date: 9/06/06
CONCURRENCY MANAGEMENT ANALYSIS
CITY OF MIAMI PLANNING DEPARTMENT
IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP
WITHIN A TRANSPORTATION CORRIDOR
AMENDMENT INFORMATION
Applicant Matthew V. Rigg, president of 1490 Plus Inc. power od attorney for
Richard E, Lynn president of Fourel Corporation,
Address: 2735 NW 14 Street and 2745 NW 14 Street and 2700 NW 15 Street
Boundary Streets: North: NW 15 Street East: NW 27 Avenue
South: NW 14 Street West: NW 29 Avenue
Proposed Change: From: Duplex Residential
To: Restricted Commercial
Existing Designation, Maximum Land Use Intensity
Residential 1.77 acres @ 18 DU/acre 32 DU's
Peak Hour Person -Trip Generation, Residential 36
Other sq.ft. @ FAR 0 sq.ft.
Peak Hour Person -Trip Generation, Other
Proposed Designation, Maximum Land Use Intensity
Residential 1.77 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
CONCURRENCY ANALYSIS
RECREATION AND OPEN SPACE
Population Increment, Residents
Space Requirement, acres
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
POTABLE WATER TRANSMISSION
Population Increment, Residents
Transrnission Requirement, gpd
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
600
0 78
182 80
182.02
OK
600
134,502
>2% above dernand
>2% above demand
OK
266 DU's SANITARY SEWER TRANSMISSION
133 Population Increment, Residents 600
0 sq.ft. Transmission Requirement, gpd 111,084
0 Excess Capacity Before Change See Note 1.
Excess Capacity After Change See Note 1.
Concurrency Checkoff WASA Permit Required
600
234
97
Flagami
307
J1
25
NW 14 ST
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
CM1IN 03/13/90--
STORM SEWER CAPACITY
Exfiltration System Before Change
Exfiltration System After Change
Concurrency Checkoff
On -site
On -site
OK
SOLID WASTE COLLECTION
Population Increment, Residents
Solid Waste Generation, tons/year
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
600
769
800
31
OK
TRAFFIC CIRCULATION
Population Increment, Residents
Peak -Hour Person -Trip Generation
LOS Before Change
LOS After Change
Concurrency Checkoff
600
97
D
D
OK
ASSUMPTIONS AND COMMENTS
Population increment is assumed to be all new residents. Peak -period trip
generation is based on ITE Trip Generation, 51.h 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: it not,
new connections are to be installed at owner's expense.
Recreation/Open Space acreage requirements are assumed with proposed
change made,