HomeMy WebLinkAboutExhibit M - Data and Analysis RQ RDIA (Obsolete)Exhibit M: River Quadrant Residential Density Increase Area Amendments Data &
Analysis
Background
Subject properties: 300, 312, 316, 320, 330, 350, 402 S MIAMI AV, and 18 SW 3 ST
The properties are currently designated "Restricted Commercial" on the Future Land Use Map
of the Miami Comprehensive Neighborhood Plan. This allows residential density up to 150
dwelling units per acre. The proposed change to the River Quadrant Residential Density
Increase Area ("RQ RDIA") would incorporate these properties in their entirety into the RQ
RDIA, increasing the allowed residential density to 500 dwelling units per acre.
Existing Proposed
History
When the Residential Density Increase Areas were first incorporated into the Miami
Comprehensive Neighborhood Plan in January 1991 with Ordinance 10832, a concurrent
ordinance, Ordinance 10833, designated the subject properties as "Central Business District"
(`CBD"). Thus, upon adoption, the boundaries dividing the two areas of increased density, the
RDIA and the CBD designation were coterminous.
In March 2000, Ordinance 11919 the properties were redesignated from "CBD" to "Restricted
Commercial", reducing the density for the subject properties from 1,000 dwelling units per acre
to 150 dwelling units per acre. Careful research of the ordinances did not provide any
accompanying research or evidence providing support for subdividing these properties along
the irregular boundaries. Nor was any support found for the dramatic drop in density —a stark
drop for the urban core of the city. This map change seeks to redress the irregular boundary of
the RQ RDIA boundary and the dramatic drop in density in a manner cohesive with the
surrounding areas.
RIVER QUADRANT RESIDENTIAL
DENSITY INCREASE AREA
EXPANSION
CONCURRENCY TESTING
CONCURRENCY MANAGEMENT ANALYSIS
CITY OF MIAMI PLANNING
IMPACT OF PROPOSED AMENDMENT TO FUTURE LAND USE MAP
PROJECT DETAILS
Project:
Date:
Applicant:
Address:
RIVER QUADRANT RDIA - 2022 EAR
8/9/2023
City of Miami
300, 312, 316, 320, 330, 350 & 402 S MIAMI AV
Boundary Streets: North:
South:
SW 3 ST
MIAMI RIVER
Existing Future Land Use Designation:
Residential Density: 0.9983 acres @
Assumed Population
Proposed Future Land Use Designation:
Residential Density 0.9983 acres @
Assumed Population with Increase
East:
West
S MIAMI AV
WATERS AV
Restricted Commercial
DU/acre
418 Persons
150
River Quadrant RDIA
DU/acre
1402 Persons
500
149 DUs
499 DUs
NEIGHBORHOOD INFORMATION
Commission District Office
WASD Sewer Pump Station Basin
Moratorium?
Drainage Subcatchment Basin
Overtown
Basin 0001-1
NO
K-1
RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES
Future Land Use Goal LU-1
Future Land Use Objective LU-1.1
Future Land Use Policy LU-1.1.1
Capital Improvements Goal CI-1.2
Capital Improvements Objective CI-1.2
Capital Improvements Policy 1.2.3, a-g
Transportation Objective TR-1.6
Transportation Objective TR-1.5
CONCURRENCY ANALYSIS
Increase in Population: 984
RECREATION AND OPEN SPACE
MCNP Parks, Recreation, and Open Space Policy PR-1.1.4 requires a
10-minute (1/2-mile) barrier -free walk to a park entrance.
Concurrency Test Result: LOS MET
POTABLE WATER
Level of Service standard: 92.05 GCPD
Transmission potential with FLUM change 129,054
Policy PW-1.2.1
Excess capacity assumed to be 2% after change
Concurrency Test Result: OK
SANITARY SEWER TRANSMISSION
Level of Service standard: 141 GPCD
Policy SS-1.3.1
Excess capacity: See Note 1 below.
Concurrency Test Result: WASD Permit Required
STORM SEWER CAPACITY
Exfiltration system before change On -site
Exfiltration system after change On -site
Concurrency Test Result: OK
SOLID WASTE COLLECTION
Solid waste generation, 1.28 tons/resident/year 1,795
Excess capacity before change 800
Excess capacity after change (995)
Concurrency Test Result: OK
TRANSPORTATION
Level of Service standards in Objectives TR-1.6 and TR-1.7
Concurrency Test Result: SEE NOTES
NOTES
Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Department (WASD). Excess capacity, if any, is currently not known
Assumed population with increase is assumed to be all new residents as permitted by the proposed future land use designation's base density ascribed through the
Interpretation of the 2020 Future Land Use Map and associated Correspondence Table. Additional density may potentially be attainable subject to the detailed
provisions of applicable land development regulations.
Transportation Concurrency is addressed in a separate memorandum provided by the Office of Capital Improvements.
Parks, Recreation, and Open Space Level of Service
Proposed River Quadrant Residential Density Increase Area Expansion
1ST ST
SW 3RD ST
4TH ST
0 125 250
500 Feet
Created by: City of Miami Planning Department
Date created: August 17, 2023
N:\Planning\GIS\Concurrency
Cm"! City Boundary
River Quadrant RDIA
Q Subject Parcels
Parcels
I1 City -Owned Park
0.25 Mile Walking Distance
0.25 to 0.5 Mile Walking Distance
SE5THST
NOTE: Only the Subject Parcels
are subject to Parks LOS testing.
The River Quadrant RDIA
expansion area only captures the
Subject Parcels.
N
W E
S
Concurrency Management System (CMS)
Miami -Dade County Public Schools
Miami -Dade County Public Schools
Concurrency Management System
Preliminary Concurrency Analysis
MDCPS Application Number: PH0123080800397 Local Government (LG): Miami
Date Application Received: 8/8/2023 11:55:59 AM LG Application Number: 2023 EAR
Type of Application: Public Hearing Sub Type: Land Use
Applicant's Name: River Quadrant RDIA Expansion
Address/Location: 18 SW 3 ST
Master Folio Number: 0101130501040
0101130501020, 0101130501010, 0101130501030, 0101130502010,
Additional Folio Number(s):
0141370490010, 0141370490011, 0141370610001,
PROPOSED # OF UNITS 350
SINGLE-FAMILY DETACHED UNITS: 0
SINGLE-FAMILY ATTACHED UNITS: 0
MULTIFAMILY UNITS: 350
—
CONCURRENCY SERVICE AREA SCHOOLS
Net Available Seats Seats 1
Capacity Required Taken
LOciiiiiik Source Ty
M
1361 FREDERICK DOUGLASS ELEMENTARY 0
14
0 NO Current CSA
1361 FREDERICK DOUGLASS ELEMENTARY 56
14
14 YES Current CSA Five Year Plan
6361 JOSE DE DIEGO MIDDLE 52
6
6 YES Current CSA
7791 BOOKER T WASHINGTON SENIOR -8
6
0 NO Current CSA
7791 BOOKER T WASHINGTON SENIOR 0
6
0 NO Current CSA Five Year Plan
ADJACENT SERVICE
AREA SCHOOLS
7301 MIAMI EDISON SENIOR 787 6
6 YES Adjacent CSA
*An Im•act reduction of 32.58% included for charter and ma•net schools Schools of Choice .
MDCPS has conducted a preliminary public school concurrency review of this application; please see results above. A final determination
of public school concurrency and capacity reservation will be made at the time of approval of plat, site plan or functional equivalent.
THIS ANALYSIS DOES NOT CONSTITUTE PUBLIC SCHOOL CONCURRENCY APPROVAL.
1450 NE 2 Avenue, Room 525, Miami, Florida 33132 / 305-995-7285 / concurrency@dadeschools.net
CITY OF MIAMI, FLORIDA
TRANSPORTATION CONCURRENCY MEMORANDUM
Sue Trone, AICP
Chief, Community Planning
FROM: Collin Worth
Transportation Project
Manager
DATE:
FILE:
SUBJECT:
REFERENCES:
ENCLOSURES:
August 16, 2023
2022 EAR: River Quadrant RDIA
Transportation Concurrency
Analysis
2022 EAR: River Quadrant RDIA
Based on existing and proposed FLR and density for the applications for the project
located at 300/312/316/320/330/350/402 S Miami Avenue, the maximum potential impact
as it relates to trip generation was calculated. The proposed FLR and density have the
potential to result in an increase of approximately 1,318 daily trips and 91 P.M. peak hour
trips
Based on this preliminary analysis, additional information is needed to help determine the
impact of this application. At the time of redevelopment, a traffic study may be required.
The traffic study should include traffic mitigation if significant impacts to operating levels
of service are identified.
DAILY TRIP GENERATION COMPARISON
EXISTING DAILY TRIP GENERATION
ITE TRIP GENERATION CHARACTERISTICS
DIRECTIONAL
DISTRIBUTION
BASELINE
TRIPS
MULTIMODAL
REDUCTION
GROSS TRIPS
INTERNAL
CAPTURE
EXTERNAL
VEHICLE TRIPS
PASS -BY
CAPTURE
NET NEW
EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
Scale
ITE
Units
Percent
In
Out
Total
Percent
MR
Trips
In
Out
Total
Percent
IC
Trips
In
Out
Total
Percent
PB
Trips
In
Out
Total
In
Out
G
R
O
U
P
1
1
Multifamily Housing (High -Rise)
11
222
149
du
50%
50%
469
468
937
0.0%
0
469
468
937
0.0%
0
469
468
937
0.0%
0
469
468
937
2
3
4
5
6
7
8
9
10
11
12
13
14
15
ITE Land Use Code
Rate or Equa 'on
Total:
469
468
937
0.0%
469 469
468
937
0.0%
469 469
468
937
0.0%
469 469
468
937
222 Y=3.76*(X)+377.04
PROPOSED DAILY TRIP GENERATION
ITE TRIP GENERATION CHARACTERISTICS
DIRECTIONAL
DISTRIBUTION
BASELINE
TRIPS
MULTIMODAL
REDUCTION
GROSS TRIPS
INTERNAL
CAPTURE
EXTERNAL
VEHICLE TRIPS
PASS -BY
CAPTURE
NET NEW
EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
Scale
ITE
Units
Percent
In
Out
Total
Percent
MR
Trips
In
Out
Total
Percent
IC
Trips
In
Out
Total
Percent
PB
Trips
In
Out
Total
In
Out
G
R
O
U
P
2
1
Multifamily Housing (High -Rise)
11
222
499
du
50%
50/
1,128
1,127
2,255
0.0%
0
1,128
1,127
2,255
0.0%
0
1,128
1,127
2,255
0.0%
0
1,128
1,127
2,255
2
3
4
5
6
7
8
9
10
11
12
13
14
15
ITE Land Use Code
Rate or Equa on
Total:
1,128
1,127
2,255
0.0%
0
1,128
1,127
2,255
0.0%
0
1,128
1,127
2,255
0.0%
0
1,128
1,127
2,255
222 Y=3.76*(X)+377.04
K:\FTL_TPTO\042258128-WO#28 In-house Support \Correspondence\FLUM\August 2023\TRIP GEN 11_Redevelopment 2023 EAR.xlsx: PRINT -DAILY
8/16/2023,10:38 AM
IN
OUT
TOTAL
NET NEW TRIPS
659
659
1,318
PM PEAK HOUR TRIP GENERATION COMPARISON
EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION
ITE TRIP GENERATION CHARACTERISTICS
DIRECTIONAL
DISTRIBUTION
BASELINE
TRIPS
MULTIMODAL
REDUCTION
GROSS TRIPS
INTERNAL
CAPTURE
EXTERNAL
VEHICLE TRIPS
PASS -BY
CAPTURE
NET NEW
EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
Scale
ITE
Units
Percent
In
Out
Total
Percent
MR
Trips
In
Out
Total
Percent
IC
Trips
In
Out
Total
Percent
PB
Trips
In
Out
Total
In
Out
G
R
O
U
P
1
1
Multifamily Housing (High -Rise)
11
222
149
du
56%
44%
35
27
62
0.0%
0
35
27
62
0.0%
0
35
27
62
0.0%
0
35
27
62
2
3
4
5
6
7
8
9
10
11
12
13
14
15
ITE Land Use Code
Rate or Equa on
Total:
35
27
62
0.0%
0
35
27
62
0.0%
0
35
27
62
0.0%
0
35
27
62
222
Y=0.26*(X)+23.12
PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION
ITE TRIP GENERATION CHARACTERISTICS
DIRECTIONAL
DISTRIBUTION
BASELINE
TRIPS
MULTIMODAL
REDUCTION
GROSS TRIPS
INTERNAL
CAPTURE
EXTERNAL
VEHICLE TRIPS
PASS -BY
CAPTURE
NET NEW
EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
Scale
ITE
Units
Percent
In
Out
Total
Percent
MR
Trips
In
Out
Total
Percent
IC
Trips
In
Out
Total
Percent
PB
Trips
In
Out
Total
In
Out
G
R
O
U
P
2
1
Multifamily Housing (High -Rise)
11
222
499
du
56%
44%
86
67
153
0.0%
0
86
67
153
0.0%
0
86
67
153
0.0%
0
86
67
153
2
3
4
5
6
7
8
9
10
11
12
13
14
15
ITE Land Use Code
Rate or Equa on
Total:
86
67
153
0.0%
0
86
67
153
0.0%
0
86
67
153
0.0%
0
86
67
153
222
Y=0.26*(X)+23.12
K:\FTL_TPTO\042258128-WO#28 In-house Support\Correspondence\FLUM\August 2023\TRIP GEN 11_Redevelopment 2023 EAR.xlsx: PRINT -PM PEAK HOUR
8/16/2023,10:38 AM
IN
OUT
TOTAL
NET NEW TRIPS
51
40
91