HomeMy WebLinkAboutAnalysis, Maps, PZAB Reso & Addt'l DocsANALYSIS FOR
Future Land Use Map Change -
PROJECT ADDRESS: 34-179 NW 26 ST, 34-165 NW 27 ST, and 2520, 2521, and 2601 NW 1
AVE, Miami, Florida
FILE ID: 16-006551u
APPLICANT: Daniel Alfonso, City Manager, on behalf of the City of Miami.
COMMISSION DISTRICT: District 5 NET OFFICE: Wynwood/Edgewater
FUTURE LAND USE DESIGNATION: Medium Density Restricted Commercial
REQUEST
The proposal is for a change to the Future Land Use Map (FLUM) designation of the Miami
Comprehensive Neighborhood Plan for approximately 8.58 acres, hereafter referred to as the
"Subject Site." All of the property currently has the designation of "Medium Density Restricted
Commercial." This application proposes changing the full Subject Site to "Restricted Commercial."
A complete legal description of the properties is on file at the Hearing Boards Office.
FUTURE LAND USE
Miami Comprehensive Neighborhood Plan (MCNP) Policy LU-1.6.1 established Future Land Use
categories according to the 2020 Future Land Use Map and the "Interpretation of the Future Land
Use Map."
Medium Density Restricted Commercial: Areas designated as "Medium Density Restricted
Commercial" allow residential uses (except rescue missions) to a maximum density equivalent
to "Medium Density Multifamily Residential" subject to the same limiting conditions; transitory
residential facilities such as hotels and motels. This category also allows general office use,
clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, and
primary and secondary schools. Also allowed are commercial activities that generally serve the
daily retailing and service needs of the public, typically requiring easy access by personal auto,
and often located along arterial or collector roadways, which include: general retailing, personal
and professional services, real estate, banking and other financial services, restaurants, saloons
and cafes, general entertainment facilities, private clubs and recreation facilities, major sports
and exhibition or entertainment facilities and other commercial activities whose scale and land
use impacts are similar in nature to those uses described above. This category also includes
commercial marinas and living quarters on vessels as permissible.
The nonresidential portions of developments within areas designated as "Medium Density
Restricted Commercial" allow a maximum floor lot ratio (FLR) of 6.0 times the net lot area of the
subject property.
Restricted Commercial: Areas designated as "Restricted Commercial" allow residential uses
(except rescue missions) to a maximum density equivalent to "High Density Multifamily
Residential" subject to the same limiting conditions and a finding by the Planning Director that
the proposed site's proximity to other residentially zoned property makes it a logical extension or
continuation of existing residential development and that adequate services and amenities exist
in the adjacent area to accommodate the needs of potential residents; transitory residential
facilities such as hotels and motels. This category also allows general office use; clinics and
laboratories, auditoriums, libraries, convention facilities, places of worship, and primary and
secondary schools. Also allowed are commercial activities that generally serve the daily retailing
and service needs of the public, typically requiring easy access by personal auto, and often
located along arterial or collector roadways, which include; general retailing, personal and
professional services, real estate, banking and other financial services, restaurants, saloons and
cafes, general entertainment facilities, private clubs and recreation facilities, major sports and
exhibition or entertainment facilities and other commercial activities whose scale and land use
impacts are similar in nature to those uses described above. This category also includes
commercial marinas and living quarters on vessels as permissible.
The nonresidential portions of developments within areas designated as "Restricted
Commercial" allow a maximum floor lot ratio (FLR) of 7.0 times the net lot area of the subject
property; such FLR may be increased upon compliance with the detailed provisions of the
applicable land development regulations; however, may not exceed a total FLR of 11.0 times
the net lot area of the subject property. Properties designated as "Restricted Commercial" in the
Edgewater Area allow a maximum floor lot ratio (FLR) of 17.0 times the net lot area of the
subject property. Properties designated as "Restricted Commercial" in the Urban Central
Business District and Buena Vista Yards Regional Activity Center allow a maximum floor lot
ratio (FLR) of 37.0 times the net lot area of the subject property.
All such uses and mixes of uses shall be subject to the detailed provisions of the applicable land
development regulations and the maintenance of required levels of service for facilities and
services included in the City's adopted concurrency management requirements.
Nonresidential floor area is the floor area that supports nonresidential uses within the inside
perimeter of the outside walls of the building including hallways, stairs, closets, thickness of
walls, columns and other features, and parking and loading areas, and excluding only open air
corridors, porches, balconies and roof areas.
DISCUSSION
This application comprises approximately sixty seven (67) parcels •totaling approximately 8.58
acres. Sixty-six (66) of the parcels are currently designated Medium Density Restricted
Commercial, and one (1) parcel has a portion designated Medium Density Restricted Commercial
and a portion designated General Commercial. The Future Land Use Map change will increase
the allowable residential density of the associated parcels from 65 du/a to 150 du/a. This change
reflects a maximum theoretical increase of 729 dwelling units. There is no zoning change
associated with this application.
File Id. 16-00655LU
Page 2 of 5
EXISTING NEIGHBORHOOD CHARACTERISTICS:
FUTURE LAND USE DESIGNATION
Subject Properties:
Medium Density Restricted Commercial
Maximum of 65 D.U. per acre
Surrounding Properties
NORTH: General Commercial
Maximum of 150 D.U. per acre
SOUTH: General Commercial
Maximum of 150 D.U. per acre
EAST: General Commercial
Maximum of 150 D.U. per acre
WEST: General Commercial
Maximum of 150 D.U. per acre
ANALYSIS
ZONING
Subject Properties:
T5-L; Urban Center Transect Zone
Limited (NRD-1 Overlay)
Maximum of 150 D.U. per acre
Surrounding Properties
NORTH: T5-O; Urban Center Transect
Zone Open (NRD-1)
Maximum of 150 D.U. per acre
SOUTH: T5-O; Urban Center Transect
Zone Open (NRD-1)
Maximum of 150 D.U. per acre
EAST: T6-8-O; Urban Core Transect
Zone Open (NRD-1)
Maximum of 150 D.U. per acre
WEST: T5-O; Urban Center Transect
Zone Open (NRD-1)
Maximum of 150 D.U. per acre
• The MCNP "Interpretation of the 2020 Future Land Use Map" section indicates that the
proposed "Restricted Commercial" future land use designation allows residential uses to
a maximum density of 150 dwelling units per acre.
• Policy LU-1.1.1 Development orders authorizing new development or redevelopment that
results in an increase in the density or intensity of land use shall be contingent upon the
availability of public facilities that meet or exceed the minimum LOS standards adopted in
the CIE, specifically sanitary sewer, solid waste, stormwater, potable water, parks and
recreation, and transportation facilities. The public services and facilities provided to meet
concurrency requirements shall be consistent with the Capital Improvements Element, or
guaranteed in an enforceable agreement. The public services and facilities will include
public schools when the Miami -Dade County School Board and local governments in the
county implement school concurrency pursuant to paragraph 163.3177(12)(i), F.S.
Concurrency analyses have shown no change to any LOS.
File d. 16-00655LU
Page 3 of 5
• Land Use Policy LU-1.1.7 provides that land development regulations and policies will
allow for the development and redevelopment of well -designed mixed -use neighborhoods
that provide for the full range of residential, office, live/work spaces, neighborhood retail,
and community facilities in a walkable area and that are amenable to a variety of
transportation modes, including pedestrianism, bicycles, automobiles, and mass transit.
An increase in residential density with no change of zoning designation will provide
for a higher number of smaller units in each project. Programs within the NRD-1
provide for a reduced parking requirement for these smaller units, and the ability to
fully pay out the requirement. This will attract demographics that are less
dependent on the automobile, and more dependent on other modes of
transportation.
• Land Use Policy LU-1.1.11: The City hereby adopts designation of the City, excluding
Virginia Key, Watson Island and the uninhabited islands of Biscayne Bay, that have a land
use and zoning classification of Conservation, as an Urban Infill Area pursuant to Miami
Dade County's designation of an Urban Infill Area lying generally east of the Palmetto
Expressway and including all of the City of Miami. Within this area, the concentration and
intensification of development around centers of activity shall be emphasized with the
goals of enhancing the livability of residential neighborhoods and the viability of
commercial areas. Priority will be given to infill development on vacant parcels, adaptive
reuse of underutilized land and structures, the redevelopment of substandard sites,
downtown revitalization and the development of projects that promote public
transportation. A substantial portion of the Subject Site is undeveloped property.
This FLUM change will encourage infill development.
• Objective LU-1.3: The City will continue to encourage commercial, office and industrial
development within existing commercial, office and industrial areas; increase the
utilization and enhance the physical character and appearance of existing buildings;
encourage the development of well -designed, mixed -use neighborhoods that provide for
a variety of uses within a walkable area in accordance with neighborhood design and
development standards adopted as a result of the amendments to the City's land
development regulations and other initiatives; and concentrate new commercial and
industrial activity in areas where the capacity of existing public facilities can meet or
exceed the minimum standards for Level of Service (LOS) adopted in the Capital
Improvement Element (CIE). The Subject Site's associated zoning designation of
T5-L provides for commercial or office uses only on the first or second story of a -
building, and for 25% of the building FLR. Due to the non-residential FLR
restriction and current density, projects are struggling to produce high -quality
mixed use developments. An increase in density will expand building envelopes,
creating the potential for truer mixed -use developments on a project by project
basis.
• Policy LU-1.3.14: The City will continue to enforce urban design guidelines for public and
private projects which shall be consistent with neighborhood character, history, and
function, and shall be in accordance with the neighborhood design and development
standards adopted as a result of the amendments to the City's land development
regulations and other initiatives. This FLUM change is located within the NRD-1
boundary, which contains measures to protect the artistic character and spirit of
the neighborhood, including a design review committee that provides
recommendations on all new development.
File Id. 16-00655LU
Page 4 of 5
• Policy LU-1.3.15: The City will continue to encourage a development pattern that
enhances existing neighborhoods by developing a balanced mix of uses including areas
for employment, shopping, housing, and recreation in close proximity to each other. The
Subject Site's associated zoning designation of T5-L provides for commercial or
office uses only on the first or second story of a building, and for 25% of the
building FLR. Due to the non-residential FLR restriction and current density,
projects are struggling to produce high -quality mixed use developments. An
increase in density will expand building envelopes, creating the potential for truer
mixed -use developments on a project by project basis.
• Policy HO-1.1.2: Continue and expand the City's current affordable housing programs and
continue its participation in federal housing programs and the County Documentary Stamp
Surtax Program. The provision of an increased number of dwelling units in the same
building envelope will decrease the overall size of each unit, Improving affordability.
• There is no companion change of zoning for the subject site.
RECOMMENDATION
Pursuant to Article 7, Section 7.1.2.8 of Ordinance 13114, as amended and the aforementioned
findings, the Planning & Zoning Department recommends approval of the proposed Future Land
Use Map amendment as presented.
Christopher Brimo
Chief of Land Development
J. Eisenberg
File Id. 16-00655LU
Page 5 of 5
Proposal No. 16-006551u
Date: 5/18/2016
CONCURRENCY MANAGEMENT ANALYSIS
CITY OF MIAMI PLANNING DEPARTMENT
IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP
WITHIN A TRANSPORTATION CORRIDOR
AMENDMENT INFORMATION
CONCURRENCY ANALYSIS
Applicant: City of Miami
Address: Various
Boundary Streets: North: NW 27 ST East: N Miami AV
South: NW 26 ST West: NW 2 AV
Proposed Change: From: Medium Density Restricted Commercial
To: Restricted Commercial
Existing Designation, Maximum Land Use Intensity
Residential 8.5800 acres @ 65 DU/acre
Peak Hour Person -Trip Generation, Residential
Other sq.ft. @ FLR
Peak Hour Person -Trip Generation, Other
Proposed DesignatiorGeneral Commercial
Residential 8.5800 acres @ 150 DU/acre
Peak Hour Person -Trip Generation, Residential
Other sq.ft. @ FLR
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
558 DU's
363
0 sq.ft.
1,287 DU's
682
0 sq.ft.
0
1,874
729
320
Wynwood/Edgewater
308
H2
114
N Miami AV
RECREATION AND OPEN SPACE
Population Increment, Residents 1,874
Space Requirement, .0013acres/resident 2.44
Excess Capacity Before Change 182.80
Excess Capacity After Change 180.36
Concurrency Checkoff OK
POTABLE WATER TRANSMISSION
Population Increment, Residents 1,874
Transmission Requirement, 155g/r/d 290,517
Excess Capacity Before Change >2% above demand
Excess Capacity After Change >2% above demand
Concurrency Checkoff OK
SANITARY SEWER TRANSMISSION
Population Increment, Residents
Transmission Requirement, 141g/r/d
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
1,874
264,276
See Note 1.
See Note 1.
WASA Permit Required
STORM SEWER CAPACITY
Exfiltration System Before Change On -site
Exfiltration System After Change On -site
Concurrency Checkoff OK
RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES
Land Use Goal LU-1
Land Use Objective LU-1.1
Land Use Policy 1.1.1
Capital Improvements Goal CI-1
Capital Improvements Objective CI-1.2
Capital Improvements Policy 1.2.3 a - g
(See attachment 1)
SOLID WASTE COLLECTION
Population Increment, Residents
Solid Waste Generation, 1.28tons/resident/yl
Excess Capacity Before Change
Excess Capacity After Change
Concurrency Checkoff
1,874
2,399
800
(1,599)
OK
TRAFFIC CIRCULATION
Population Increment, Residents 1,874
Peak -Hour Person -Trip Generation 320
LOS Before Change C
LOS After Change C
Concurrency Checkoff OK
NOTES: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Authority Department (WASA) Excess capacity, if any, is currently not known.
Medium Density Restricted Commercial: Allow residential uses (except rescue missions) to a maximum density equivalent to Medium Density Multifamily Residential subject to the same
limiting conditions; transitory residential facilities such as hotels and motels.
"Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "High Density Multifamily Residential" subject to the same limiting conditions and
a finding by the Planning Director that the proposed site's proximity to other residentially zoned property makes it a logical extension or continuation of existing residential development and
that adequate services and amenities exist in the adjacent area to accommodate the needs of potential residents; transitory residential facilities such as hotels and motels. This category also
allows general office use; clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, and primary and secondary schools. Also allowed are commercial activities that
generally serve the daily retailing and service needs of the public, typically requiring easy access by personal auto, and often located along arterial or collector roadways, which include: general
retailing, personal and professional services, real estate, banking and other financial services, restaurants, saloons and cafes, general entertainment facilities, private clubs and recreation
facilities, major sports and exhibition or entertainment facilities and other commercial activities whose scale and land use impacts are similar in nature to those uses described above. This
category also includes commercial marinas and living quarters on vessels as permissible.
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 Miami -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 owner's expense.
Recreation/Open Space acreage requirements are assumed with proposed change made.
1
WYN WOOD
Business Improvement -District
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Neighborhood Revitalization
CALTR
Er401140_
District
Caltran Engineering Group, Inc.
730 NW 107th Avenue, Suite 115
Miami, FI 33172
Phone: 786-456-7700
Fax: 786-513-0711
jalderon@caltrangroup.com
Juan S. Calderon, P.E., PTOE
Traffic Impact Study
TABLE OF CONTENTS
CALTRAN
ENGINEERING GROUP
1.0 Roadway Characteristics 5
2.0 Traffic Data Collection 6
3.0 Existing Roadway Segment Analysis 7
4.0 Segment Capacity Analysis 10
5.0 Trip Generation Analysis 13
6.0 Future Conditions 15
7.0 Maximum Potential Vehicular -Trips 21
8.0 Level of Service Analysis 21
9.0 Conclusions 24
Figure 1. Site Location 4
Figure 2. Wynwood Existing AM & PM Peak Hour Volumes 16
Figure 3. Wynwood Business Improvement District (BID) Additional Trips 17
Figure 4. Wynwood Business Improvement District (BID) Future AM & PM Peak Hour Volumes 18
Table 1: Study Area Peak Hour Traffic Volumes 6
Table 2: One -Way Feasibility Study Traffic Volumes 7
Table 3. Existing AM Peak Conditions 8
Table 4. Existing PM Peak Conditions 9
Table 5. Existing Person -Trip Volume and Capacity for AM Peak 11
Table 6. Existing Person -Trip Volume and Capacity for PM Peak 12
Table 7. Wynwood Area Trip Generation for Existing Conditions 13
Table 8. Wynwood Area Trip Generation for Future Conditions 14
Table 9. Trip Generation Summary 15
Table 10. Wynwood BID 2035 Trip Distribution 19
Table 11. AM Peak Study Area trip assignments 19
Table 12. PM Peak Study Area trip assignments 19
Table 13. FSUTMS Model Traffic Volumes 20
Table 14. Model Trend Analysis 20
Table 15. Future Person -Trip Volume and Capacity for AM Peak 22
Table 16. Future Person -Trip Volume and Capacity for PM Peak 23
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 1
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Traffic Impact Study
List of Appendix
A. Land use and zoning with maps
B. Data collection
C. Transit and Capacity data
D. ITE trip generation worksheet
E. TAZ zone averages
F. Growth rate analysis
G. ITE max potential trips
CALTRAN
ENGINEERING GROUP
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 2
www.caltrangroup.com
Traffic Impact Study
DATE:
FROM: Juan S. Calderon, P.E., PTOE, Project Manager
May 4, 2016
TO: Tom Curitore
Executive Director
Wynwood Business Improvement District
310 NW 26th Street, Suite 1
Miami Florida 33127
SUBJECT: Wynwood Business Improvement District (BID) Traffic Study
Neighborhood Revitalization District NRD-1
Engineer's Certification
'
CALTRAN
ENGINEERING GROUP
I, Juan S. Calderon, certify that I currently hold an active Professional Engineer's License in the State of Florida and I am
competent through education and experience to provide engineering services in the civil and traffic engineering disciplines
contained in this report. I further certify that this report was prepared by me, or under my responsible charge, as required by
Chapter 61G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to
the best of my knowledge and ability.
Juan S. Calderon, P.E. PTOE
State of Florida Board of Professional Engineers,
Professional Engineer License No. 58569
State of Florida Board of Professional Engineers
Certificate of Authorization No.29379
CALTRAN Engineering Group, Inc. (CALTRAN) was retained by the Wynwood Business Improvement District (BID) to assess a
Traffic Analysis for the future implementation of the Wynwood Neighborhood Revitalization District (NRD-1). This new district will
imply a change of zone to a Mixed -Use development bounded by: I-95 on the west, on the north is NW 29th Street including some
parcels fronting NW 29th Street at the northern side of the street between NW 2nd Avenue and N Miami Avenue, NW 20th Street
on the south, and the FEC Corridor on the east. This Neighborhood Revitalization District is a 204.872 acres of area located in the
City of Miami within Miami -Dade County.
The BID Traffic Study included field observations, data collection, traffic engineering assessment, and the development of
conclusions and recommendations regarding the potential traffic impact generated. This report follows the methodologies adopted
by the latest MUTCD, the Institute of Transportation Engineers (ITE), and the Miami -Dade County Standards.
Intent: As Wynwood's history states, the Wynwood Art District is home to over 70 Art Galleries, retail stores, drinking places
among other businesses. Taking over what used to be the warehouse and manufacturing district of the Greater Miami, developers
have rehabilitated and neglected warehouses, shuttered factories, and other unused buildings, transforming them into the
numerous art complexes, galleries, performing art spaces, restaurants, cafes, and other creative businesses within Light Industrial
(D1), Medium Density Residential (T5-L), Urban Core (T6), General Urban (T4) and Civic Institutional (CI) zones. General
Commercial Zones will affect 149.228 acres (approx 6.5 Million SF) of building construction. Appendix A that includes existing
and future land uses and zoning.
The main objective of this memorandum is to conduct an evaluation of the potential traffic impact and trip generation from the
desired growth of the Wynwood Art District considering the existing and the implementation future conditions.
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 3
www.caltrangroup.com
Traffic Impact Study
'
CALTRAN
ENGINEERING GROUP
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Figure 1. Site Location
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 4
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Traffic Impact Study
'
CALTRAN
ENGINEERING GROUP
1.0 Roadway Characteristics
The roadway characteristics adjacent to the new facility were collected and verified through field observations which are described
below:
NW 29th Street
NW 29th Street is an Urban Major Collector which runs east -west as a four -lane undivided roadway. NW 29th Street is classified
under FDOT Section ID 87000437 Active -Off System from milepost 1.145 —1.779. The Roadway is signalized at NW 5th Avenue,
NW 2nd Avenue, and North Miami Avenue, which served as access points into the Wynwood Art District. The posted speed limit is
35 mph. No proposed modifications are expected for this road.
NW 6th Avenue
NW 6th Avenue is a local roadway that provides north -south access within the project area. Between NW 20th Street and NW 29th,
NW 6th Avenue is a two lane undivided roadway.
NW 20th Street
NW 20th Street is an Urban Minor Arterial which runs east -west as a four -lane divided roadway up until NW 2nd Avenue, where the
roadway segment becomes undivided. NW 20th Street is classified under FDOT Section ID 87000155 from mile post 0.000 to
0.638. The roadway is signalized at NW 3rd Avenue, NW 2nd Avenue, NW 1st Place, NW 1st Avenue and North Miami Avenue. No
speed limit signs were found within the study area.
North Miami Avenue
North Miami Avenue is Urban Minor Arterial which runs north -south as an undivided four lane roadway. North Miami Avenue is
classified Under FDOT Section ID 87032501, Active -On System from mile posts 0.274-0.852. The roadway is signalized at NW
20th Street, and NW 29th Street. On the east side of North Miami Avenue, FEC rail road line intersects this road at the crossing
under ID 272636K.
NW 2nd Avenue
NW 2nd Avenue is Urban Major Collector roadway which runs north -south as an undivided two lane roadway under FDOT Section
ID 87068500 from milepost 0.484-1. The roadway is signalized at NW 20th Street, and NW 29th Street. There is no posted speed
limit within the study area. On -Street parking is permitted along NW 2nd Avenue within the Wynwood Art District.
One-way Roadway facilities
Upon inspection of the project area, we observed that there are several one-way facilities within study area. These roads were
converted as part of the study Miami Parking Authority, Traffic Operational Analysis for Feasibility of One-way Operation,
Wynwood Arts District Area.
These one way facilities are listed as follows:
• NW 25th Street from NW 5th Avenue to NW 2nd Avenue with traffic flow in the westbound direction.
• NW 24th Street from NW 5th Avenue to North Miami Avenue with traffic flow towards the eastbound direction.
• NW 23rd Street from NW 5th Avenue to NW 2nd Avenue with traffic flow in the westbound direction.
These one-way roads are used to streamline traffic flow within Wynwood much like the downtown of a city. There is street parking
along both sides of these one way facilities.
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 5
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Traffic Impact Study
2.0 Traffic Data Collection
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CALTRAN
ENGINEERING GROUP
Traffic Data was collected on a weekday (Wednesday June 10, 2015). The data collection includes 24-hour machine counts at the
concerned roadway segments. To account for seasonal variability in traffic, a peak season factor of 0.99 obtained from the 2014
FDOT Florida Traffic Information Online was applied to the raw data. Raw reports can be found in Appendix B. The 24-hour bi-
directional machine volume counts are summarized shown below in Table 1:
Table 1: Study Area Peak Hour Traffic Volumes
Roadway
From
To
Raw AM
Peak
Volume
Raw PM
Peak
Volume
PSF
PSF
AM Peak
Volume
PSF
PM Peak Volum'_-
NW 6th Avenue
NW 29th Street
NW 20th Street
125
265
0.99
124
262
NW 5th Avenue
NW 29th Street
NW 20th Street
254
472
0.99
251
467
D A Dorsey Avenue
NW 29th Street
NW 25th Street
76
148
0.99
75
147
NW 2nd Avenue
NW 29th Street
NW 20th Street
606
1026
0.99
600
1016
NW 1st Place
NW 23rd Street
NW 20th Street
36
81
0.99
36
80
NW 1st Court
NW 23rd Street
NW 20th Street
53
109
0.99
52
108
NW 1st Avenue
NW 29th Street
NW 20th Street
175
185
0.99
173
183
NW Miami Court
NW 23rd Street
NW 20th Street
72
135
0.99
71
134
N Miami Avenue
NW 29th Street
NW 20th Street
1,133
1,469
0.99
1,122
1,454
NW 28th Street
NW 6th Avenue
NW 5th Avenue
41
78
0.99
41
77
NW 5th Avenue
NW 2nd Avenue
41
78
0.99
41
77
NW 2nd Avenue
NW Miami Avenue
41
78
0.99
41
77
NW 27th Street
NW 6th Avenue
NW 5th Avenue
66
144
0.99
65
143
NW 5th Avenue
NW 2nd Avenue
66
144
0.99
65
143
NW 2nd Avenue
NW Miami Avenue
66
144
0.99
65
143
NW 26th Street
NW 6th Avenue
NW 5th Avenue
49
83
0.99
49
82
NW 22nd Street
NW 6th Avenue
NW 5th Avenue
9
12
0.99
9
12
NW 5th Avenue
NW 2nd Avenue
52
71
0.99
51
70
NW 2nd Avenue
NW Miami Avenue
88
80
0.99
87
79
NW 21th Street
NW 3rd Avenue
NW Miami Avenue
66
100
0.99
65
99
NW 20th Street
NW 5th Place
NW Miami Avenue
1,161
1,161
0.99
1,149
1.149
In addition, based on the Miami Parking Authority, Traffic Operational Analysis for Feasibility of One-way Operation, Wynwood
Arts District Area (April 2014) (p.13 & 14), data collection consisted of 4-hour Turning movement Counts (TMCs). Performed on a
typical weekday and collected during AM and PM peak periods (respectively 7:00 AM to 9:00 AM and 4:00 to 6:00 PM). The
TMCs were collected on March 4th and 5th, 2014 (Tuesday and Wednesday) at the following intersections within the study area:
• NW 23rd Street and NW 5th Avenue.
• NW 23rd Street and NW 2nd Avenue
• NW 24th Street and NW 5th Avenue
• NW 24th Street and NW 2nd Avenue
• NW 24th Street and North Miami Avenue
• NW 25th Street and NW 5th Avenue.
• NW 25th Street and NW 2nd Avenue.
• NW 25th Street and North Miami Avenue
• NW 26th Street and NW 2nd Avenue
• NW 26th Street and North Miami Avenue
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 6
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Traffic Impact Study
'
CALTRAN
ENGINEERING GROUP
The area -wide AM and PM one -hour peak periods were determined based on a frequency analysis of the peak hours at the
intersections where traffic data was collected. The peak hours for the study area are as follows: During the AM peak hour from
8:00 AM to 9:00 AM and during the PM peak hour from 4:30 PM to 5:30 PM. This information is summarized below in Table 2.To
account for seasonal variations in traffic, the unbalanced TMCs at the study intersections were also adjusted with a peak season
factor of 0.99 obtained from the 2014 Florida Traffic Information Online.
Table 2: One -Way Feasibility Study Traffic Volumes
Roadway From To Existing AM Existing PM PSF PSF PSF
Peak Volume Peak Volume AM Peak Volume PM Peak
i Vnlump
NW 26th Street
NW 5th Avenue
NW 2nd Avenue
77
121
0.99
76
120
NW 2nd Avenue
NW Miami Avenue
85
67
0.99
84
66
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
44
88
0.99
44
87
NW 2nd Avenue
NW Miami Avenue
116
78
0.99
115
77
NW 24th Street
NW 6th Avenue
NW 5th Avenue
30
43
0.99
30
43
NW 5th Avenue
NW 2nd Avenue
45
76
0.99
45
75
NW 2nd Avenue
NW Miami Avenue
32
50
0.99
32
50
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
18
21
0.99
18
21
NW 5th Avenue
NW 2nd Avenue
29
54
0.99
29
53
NW 2nd Avenue
NW Miami Avenue
73
142
0.99
72
141
3.0 Existing Roadway Segment Analysis
Existing traffic conditions for the project area corridors have been established using the person -trip based corridor capacity
method. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, as
well as establishes existing person -trip usage. An adopted standard of LOS E applies to the transportation corridors and are
measured by the person -trip method. The calculation of the person -trip capacity for each of the study corridors was analyzed
based the following general guidelines. First the vehicular capacity of corridor will be updated using one or more of the applicable
methods:
• The peak hour period maximum service volume consistent with the adopted level of service standards from the Miami
Comprehensive Neighborhood Plan (MCNP), where specialized levels of service are granted to roadways adjacent to
transit facilities
• The 2013 FDOT Quality/LOS Handbook to establish the vehicular capacity at the adopted level of service standard
• The 2013 FDOT Quality/LOS Handbook for roadways which are part of the Florida Intrastate Highway System (FIHS)
The HCM defines capacity as; "The maximum sustainable flow rate at which vehicles or persons reasonably can be expected to
traverse a point or uniform segment of a lane or roadway during a specified time period under given roadway, geometric, traffic,
environmental, and control conditions..."The available person -trip capacity for each corridor during the AM and PM peak hours are
shown in Table 3 and Table 4, respectively.
Vehicle trip volumes are converted to person trip volumes by multiplying the number of vehicle trips reported for the individual
segment by the assumed vehicle occupancy rate plus the total average weekday transit ridership statistic reported for all routes
serving the individual segment. Maximum service capacities for measuring level of service are developed by multiplying the
vehicle capacity by the assumed vehicle occupancy rate plus the net remaining daily person capacity available for future transit
demand along the travel corridor. (See Appendix C)
There are three bus routes (2, 6 and 32) which operate within the study area limits (see Map in Appendix C). The highest
average of passengers taking the bus was used for analysis, meanwhile the capacity of the bus was assumed to be 55 seats.
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 7
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-2P
CALTRAN
ENGINEERING GROUP
Table 3. Existing AM Peak Conditions
Corridor
From
To
Direction
Existing
Lanes
Vehicular
Period
Conditions
Existing
Traffic
Volume
[1]
Peak
Seasonal
Factor
[2]
Calculated
Existing Max
Service
Traffic [a]
Volumel31 Volume
Transit Conditions
Total Bus
Ridership
[6]
Bus
Capacity
[6]
NW 6th Avenue
NW 20th Street
NW 29th Street
2 lanes -Undivided
SB-NB
AM Peak
125
0.99
124
1,275
0
0
NW 5th Avenue
NW 20th Street
NW 29th Street
2 lanes -Divided
SB-NB
AM Peak
254
0.99
251
1,700
0
0
D.A Dorsey Avenue
NW 25th Street
NW 29th Street
2 lanes -Undivided
SB-NB
AM Peak
76
0.99
75
1,275
0
0
NW 2nd Avenue
NW 20th Street
NW 29th Street
2 lanes -Undivided
SB-NB
AM Peak
606
0.99
600
1,615
18
165
N Miami Avenue
NW 20th Street
NW 29th Street
4 lanes -Undivided
SB-NB
AM Peak
1,133
0.99
1,122
3,249
6
55
NW 29th Street
NW 6th Avenue
NW Miami Avenue
4 lanes -Undivided
WB-EB
AM Peak
870
0.99
861
3,249
6
55
NW 28th Street
NW 6th Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
41
0.99
41
1,275
0
0
NW 27th Street
NW 6th Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
66
0.99
65
1,275
0
0
NW 26th Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
AM Peak
49
0.99
49
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
2 lanes -Undivided
WB-EB
AM Peak
77
0.99
76
1,275
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
85
0.99
84
1,275
0
0
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
1 way -Undivided
WB
AM Peak
44
0.99
44
768
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
116
0.99
115
1,275
0
0
NW 24th Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
AM Peak
30
0.99
30
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
1 way -Undivided
EB
AM Peak
45
0.99
45
640
0
0
NW 2nd Avenue
NW Miami Avenue
1 way -Undivided
EB
AM Peak
32
0.99
32
640
0
0
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
AM Peak
18
0.99
18
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
1 way -Undivided
WB
AM Peak
29
0.99
29
768
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
73
0.99
72
1,275
0
0
NW 22nd Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
AM Peak
9
0.99
9
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
2 lanes -Undivided
WB-EB
AM Peak
52
0.99
51
1,275
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
88
0.99
87
1,275
0
0
NW 21th Street
NW 3rd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
66
0.99
65
1,275
0
0
NW 20th Street
NW 5th Place
NW 2nd Avenue
2 lanes -Divided
WB-EB
AM Peak
910
0.99
901
1,700
12
110
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
AM Peak
910
0.99
901
1,275
12
110
NW 1st Place
NW 23rd Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
36
0.99
36
1,275
0
0
NW 1st Court
NW 23rd Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
53
0.99
52
1,275
0
0
NW 1st Avenue
NW 29th Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
175
0.99
173
1,275
0
0
NW Miami Court
NW 23rd Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
72
0.99
71
1,275
0
0
Notes:
[1] Raw traffic volumes
[2] Peak seasonal factors obtained from 2014 FDOT Florida traffic information online
[3] Traffic volumes with Peak season factor applied
[4] Roadway capacity is obtained from 2013 FDOT Quality/LOS handbook depending on existing roadway characteristics
[5] Highest average bus ridership during peak hour (See Appendix C)
[6] 55 passenger bus capacity
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 www.caltrangroup.com Page 8
Traffic Impact Study
Table 4. Existing PM Peak Conditions
-2P
CALTRAN
ENGINEERING GROUP
Corridor
From
To
Vehicular
Conditions
Transit Conditions
Direction
Existing
Lanes
Period
Existing
Traffic
Volume
[I]
Peak
Seasonal
Factor
[2]
Calculated Max
Existing Service
Traffic Volume
Volume [3] [4]
Total Bus
Ridership
[5]
Bus
Capacity
[6]
NW 6th Avenue
NW 20th Street
NW 29th Street
2 lanes -Undivided
SB-NB
PM Peak
265
0.99
262
1,275
0
0
NW 5th Avenue
NW 20th Street
NW 29th Street
2 lanes -Divided
SB-NB
PM Peak
472
0.99
467
1,700
0
0
D.A Dorsey Avenue
NW 25th Street
NW 29th Street
2 lanes -Undivided
SB-NB
AM Peak
148
0.99
147
1,275
0
0
NW 2nd Avenue
NW 20th Street
NW 29th Street
2 lanes -Undivided
SB-NB
PM Peak
1026
0.99
1,016
1,615
19
165
N Miami Avenue
NW 20th Street
NW 29th Street
4 lanes -Undivided
SB-NB
PM Peak
1469
0.99
1,454
3,249
4
55
NW 29th Street
NW 6th Avenue
NW Miami Avenue
4 lanes -Undivided
WB-EB
PM Peak
957
0.99
947
3,249
4
55
NW 28th Street
NW 6th Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
78
0.99
77
1,275
0
0
NW 27th Street
NW 6th Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
144
0.99
143
1,275
0
0
NW 26th Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
PM Peak
83
0.99
82
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
2 lanes -Undivided
WB-EB
PM Peak
121
0.99
120
1,275
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
67
0.99
66
1,275
0
0
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
1 way -Undivided
WB
PM Peak
88
0.99
87
768
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
78
0.99
77
1,275
0
0
NW 24th Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
PM Peak
43
0.99
43
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
1 way -Undivided
EB
PM Peak
76
0.99
75
640
0
0
NW 2nd Avenue
NW Miami Avenue
1 way -Undivided
EB
PM Peak
50
0.99
50
640
0
0
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
PM Peak
21
0.99
21
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
1 way -Undivided
WB
PM Peak
54
0.99
53
768
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
142
0.99
141
1,275
0
0
NW 22nd Street
NW 6th Avenue
NW 5th Avenue
2 lanes -Undivided
WB-EB
PM Peak
12
0.99
12
1,275
0
0
NW 5th Avenue
NW 2nd Avenue
2 lanes -Undivided
WB-EB
PM Peak
71
0.99
70
1,275
0
0
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
80
0.99
79
1,275
0
0
NW 21th Street
NW 3rd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
100
0.99
99
1,275
0
0
NW 20th Street
NW 5th Place
NW 2nd Avenue
2 lanes -Divided
WB-EB
PM Peak
1,122
0.99
1,111
1,700
20
110
NW 2nd Avenue
NW Miami Avenue
2 lanes -Undivided
WB-EB
PM Peak
1,122
0.99
1,111
1,275
20
110
NW 1st Place
NW 23rd Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
81
0.99
80
1,275
0
0
NW 1st Court
NW 23rd Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
109
0.99
108
1,275
0
0
NW 1st Avenue
NW 29th Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
185
0.99
183
1,275
0
0
NW Miami Court
NW 23rd Street
NW 20th Street
2 lanes -Undivided
SB-NB
AM Peak
135
0.99
134
1,275
0
0
Notes:
[1] Raw traffic volumes
[2] Peak seasonal factors obtained from 2014 FDOT Florida traffic information online
[3] Traffic volumes with Peak season factor applied
[4] Roadway capacity is obtained from 2013 FDOT Quality/LOS handbook depending on existing roadway characteristics
[5] Highest average bus ridership during peak hour (See Appendix C)
[6] 55 passenger bus capacity
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 www.caltrangroup.com Page 9
Traffic Impact Study
4.0 Segment Capacity Analysis
CALTRAN
EFIGRNEE RIB M1IGGROUP
The City of Miami Person -Trip Methodology calculates the total person -trip capacity of all transportation modes utilizing a
transportation facility against the total person -trip demand for travel on that facility expressing the resulting ratio in letter grades
LOS A through LOS F in the same manner as used by the conventional volume -over -capacity (V/C) methodology. The
measurement of LOS is made for the peak period (the average of the two highest consecutive hours of trip volume during a
weekday), where an overall minimum peak period LOS standard of E (100 percent utilization of person -trip capacity) will be
maintained. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2013
Quality/Level of Service Handbook. Based upon the person -trip evaluation for existing traffic conditions, it may be conclude that all
of the study corridors currently operate within the "person -trip" level of service standards. Tables 5 and Table 6 provides the study
area's person -trip capacity with the corresponding LOS.
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 10
Table 5. Existing Person -Trip Volume and Capacity for AM Peak
CALTRAN
ENGINEERING GROUP
Corridor
From
To
NW 29th Street
Vehicular
Conditions
Transit
Conditions
Segment
Total
Direction
SB-NB
Roadway
Vehicular
Capacity
1,275
Person-
Trip
Capacity
PPV=1.6
h]
2,040
Roadway
Vehicular
Volume
Iz]
124
Person-
Trip
Volume
PPV=1.4
la]
173
Excess
Person-
Trip
Capacity
IQ]
1,867
Total
Person-
Trip
Capacity
Is]
0
Person-
Trip
Volume
Ie]
0
Excess
Person-
Trip
Capacity
h]
0
Segment
Person-
Trip
Capacity
Is]
2,040
Segment
Person
Trip
Volume
131
173
Segment
Person -
Trip
Excess
Capacity ofV/C
1,867
Segment
Person Trip
Ill]
NW 6th Avenue
NW 20th Street
LOS
0.08
B
NW 5th Avenue
NW 20th Street
NW 29th Street
SB-NB
1,700
2,720
251
352
2,368
0
0
0
2,720
352
2,368
0.13
B
D.A Dorsey Avenue
NW 25th Street
NW 29th Street
SB-NB
1,275
2,040
75
105
1,935
0
0
0
2,040
105
1,935
0.05
B
NW 2nd Avenue
NW 20th Street
NW 29th Street
SB-NB
1,615
2,584
600
840
1,744
165
18
147
2,749
858
1,891
0.31
B
N Miami Avenue
NW 20th Street
NW 29th Street
SB-NB
3,249
5,198
1,122
1570
3,628
55
6
49
5,253
1,577
3,677
0.30
B
NW 29th Street
NW 6th Avenue
NW Miami Avenue
WB-EB
3,249
5,198
861
1206
3,993
55
6
49
5,253
1,212
4,041
0.23
B
NW 28th Street
NW 6th Avenue
NW Miami Avenue
WB-EB
1,275
2,040
41
57
1,983
0
0
0
2,040
57
1,983
0.03
B
NW 27th Street
NW 6th Avenue
NW Miami Avenue
WB-EB
1,275
2,040
65
91
1,949
0
0
0
2,040
91
1,949
0.04
B
NW 26th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
1,275
2,040
49
68
1,972
0
0
0
2,040
68
1,972
0.03
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
1,275
2,040
76
107
1,933
0
0
0
2,040
107
1,933
0.05
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
84
118
1,922
0
0
0
2,040
118
1,922
0.06
B
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
WB
768
1,229
44
61
1,168
0
0
0
1,228
61
1,168
0.05
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
115
161
1,879
0
0
0
2,040
161
1,879
0.08
B
NW 24th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
1,275
2,040
30
42
1,998
0
0
0
2,040
42
1,998
0.02
B
NW 5th Avenue
NW 2nd Avenue
EB
640
1,024
45
62
962
0
0
0
1,024
62
962
0.06
B
NW 2nd Avenue
NW Miami Avenue
EB
640
1,024
32
44
980
0
0
0
1,024
44
980
0.04
B
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
WB-EB
1,275
2,040
18
25
2,015
0
0
0
2,040
25
2,015
0.01
B
NW 5th Avenue
NW 2nd Avenue
WB
768
1,229
29
40
1,189
0
0
0
1,228
40
1,189
0.03
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
72
101
1,939
0
0
0
2,040
101
1,939
0.05
B
NW 22nd Street
NW 6th Avenue
NW Miami Avenue
WB-EB
1,275
2,040
9
12
2,028
0
0
0
2,040
12
2,028
0.01
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
1,275
2,040
51
72
1,968
0
0
0
2,040
72
1,968
0.04
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
87
122
1,918
110
12
98
2,150
134
2,016
0.06
B
NW 21st Street
NW 3rd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
65
91
1,949
0
0
0
2,040
91
1,949
0.04
B
NW 20th Street
NW 5th Place
NW 2nd Avenue
WB-EB
1,700
2,720
901
1261
1,459
0
0
0
2,720
1,261
1,459
0.46
C
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
901
1261
779
0
0
0
2,040
1,261
779
0.62
C
NW 1st Place
NW 23rd Street
NW 20th Street
SB-NB
1,275
2,040
36
50
1,990
0
0
0
2,040
50
1,990
0.02
B
NW 1st Court
NW 23rd Street
NW 20th Street
SB-NB
1,275
2,040
52
73
1,967
0
0
0
2,040
73
1,967
0.04
B
NW 1st Avenue
NW 29th Street
NW 20th Street
SB-NB
1,275
2,040
173
243
1,797
0
0
0
2,040
243
1,797
0.12
B
NW Miami Court
NW 23rd Street
NW 20th Street
SB-NB
1,275
2,040
71
100
1,940
0
0
0
2,040
100
1,940
0.05
B
Notes:
[1] Person -Trip capacity is derived by applying 1.6 vehicle occupancy to the vehicular capacity
[2] The roadway vehicular volume is obtained from Table 1 and Table 2
[3] Person -Trip Volume is derived by applying 1.4 vehicle occupancy to the vehicular capacity
[4] Roadway excess capacity is defined as [1]-[3]
[5] Average bus carries 55 passengers
[6] Transit person -trip volume is obtained from Appendix C
[7] Transit excess capacity is defined as [5]-[6]
[8] Segment capacity is defined as [1] + [5]
[9] Segment volume is defined as [3] + [6]
[10] Segment excess capacity is defined as [8]-[9]
[11] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service handbook.
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 www.caltrangroup.com Page 11
CALTRAN
ENGINEERING GROUP
Table 6. Existing Person -Trip Volume and Capacity for PM Peak
Corridor
From
To
To
NW 29th Street
Vehicular Conditions
Transit
Conditions
Segment
Total
Direction
SB-NB
Roadway
Vehicular
Capacity
p Y
1,275
Person-
Trip
Capacity
PPV=1.6
to
2,040
Roadway
Volume
tzt
262
Person-
Trip
Volume
PPV=1.4
tst
367
Excess
Person-
Trip
Capacity
P Y
141
1,673
Total
Person-
Trip.
Capacity
p Y
tst
0
Person-
Trip
Volume
tet
0
Excess
Person-
Trip
Capacity
P Y
m
0
Segment
Person-
Trip
Capacity
P Y
tat
2,040
Segment
Person
Trip
Volume
w
367
Segment
Person-
Trip
Excess
Capacity
P Y
trot
1,673
Segment
Person Trip
tilt
NW 6th Avenue
NW 20th Street
V/C LOS
0.18
B
NW 5th Avenue
NW 20th Street
NW 29th Street
SB-NB
1,700
2,720
467
654
2,066
0
0
0
2,720
654
2,066
0.24
B
D.A Dorsey Avenue
NW 25th Street
NW 29th Street
SB-NB
1,275
2,040
147
205
1,835
0
0
0
2,040
205
1,835
0.10
B
NW 2nd Avenue
NW 20th Street
NW 29th Street
SB-NB
1,615
2,584
1,016
1422
1,162
165
19
146
2,749
1441
1,308
0.52
C
N Miami Avenue
NW 20th Street
NW 29th Street
SB-NB
3,249
5,198
1,454
2036
3,162
55
4
51
5,253
2040
3,213
0.39
B
NW 29th Street
NW 6th Avenue
NW Miami Avenue
WB-EB
3,249
5,198
947
1326
3,872
55
4
51
5,253
1330
3,923
0.25
B
NW 28th Street
NW 6th Avenue
NW Miami Avenue
WB-EB
1,275
2,040
77
108
1,932
0
0
0
2,040
108
1,932
0.05
B
NW 27th Street
NW 6th Avenue
NW Miami Avenue
WB-EB
1,275
2,040
143
200
1,840
0
0
0
2,040
200
1,840
0.10
B
NW 26th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
1,275
2,040
82
115
1,925
0
0
0
2,040
115
1,925
0.06
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
1,275
2,040
120
168
1,872
0
0
0
2,040
168
1,872
0.08
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
66
93
1,947
0
0
0
2,040
93
1,947
0.05
B
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
WB
768
1,229
87
122
1,107
0
0
0
1,229
122
1,107
0.10
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
77
108
1,932
0
0
0
2,040
108
1,932
0.05
B
NW 24th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
1,275
2,040
43
60
1,980
0
0
0
2,040
60
1,980
0.03
B
NW 5th Avenue
NW 2nd Avenue
EB
640
1,024
75
105
919
0
0
0
1,024
105
919
0.10
B
NW 2nd Avenue
NW Miami Avenue
EB
640
1,024
50
69
955
0
0
0
1,024
69
955
0.07
B
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
WB-EB
1,275
2,040
21
29
2,011
0
0
0
2,040
29
2,011
0.01
B
NW 5th Avenue
NW 2nd Avenue
WB
768
1,229
53
75
1,154
0
0
0
1,229
75
1,154
0.06
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
141
197
1,843
0
0
0
2,040
197
1,843
0.10
B
NW 22nd Street
NW 6th Avenue
NW Miami Avenue
WB-EB
1,275
2,040
12
17
2,023
0
0
0
2,040
17
2,023
0.01
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
1,275
2,040
70
98
1,942
0
0
0
2,040
98
1,942
0.05
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
79
111
1,929
0
0
0
2,040
111
1,929
0.05
B
NW 21th Street
NW 3rd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
99
139
1,901
0
0
0
2,040
139
1,901
0.07
B
NW 20th Street
NW 5th Place
NW 2nd Avenue
WB-EB
1,700
2,720
1,111
1555
1,165
110
20
90
2,830
1575
1,255
0.56
C
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,275
2,040
1,111
1555
485
110
20
90
2,150
1575
575
0.73
C
NW 1st Place
NW 23rd Street
NW 20th Street
SB-NB
1,275
2,040
80
112
1,928
0
0
0
2,040
112
1,928
0.06
B
NW 1st Court
NW 23rd Street
NW 20th Street
SB-NB
1,275
2,040
108
151
1,889
0
0
0
2,040
151
1,889
0.07
B
NW 1st Avenue
NW 29th Street
NW 20th Street
SB-NB
1,275
2,040
183
256
1,784
0
0
0
2,040
256
1,784
0.13
B
NW Miami Court
NW 23rd Street
NW 20th Street
SB-NB
1,275
2,040
134
187
1,853
0
0
0
2,040
187
1,853
0.09
B
Notes:
[1] Person -Trip capacity is derived by applying 1.6 vehicle occupancy to the vehicular capacity
[2] The roadway vehicular volume is obtained from Table 1 and Table 2
[3] Person -Trip Volume is derived by applying 1.4 vehicle occupancy to the vehicular capacity
[4] Roadway excess capacity is defined as [1]-[3]
[5] Average bus carries 55 passengers
[6] Transit person -trip volume is obtained from Appendix C
[7] Transit excess capacity is defined as [5]-[6]
[8] Segment capacity is defined as [1] + [5]
[9] Segment volume is defined as [3] + [6]
[10] Segment excess capacity is defined as [8]-[9]
[11] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service handbook.
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Traffic Impact Study
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CALTRAN
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•
5.0 Trip Generation Analysis
Based on the City Of Miami Comprehensive Plan Person -Trip calculation, a Trip Generation analysis was performed in order to
evaluate the potential trips that could be generated by the future Wynwood mixed -used. The estimated trips for the future land use
were evaluated as per Land Use Codes from the Institute of Transportation Engineers (ITE) 9th Edition and utilizing the Trip
Generation Online Traffic Impact Study Software (OTIIS).
Table 7 and Table 8 summarize the existing and the potential trips for the proposed conditions. It should be stated, in order to
provide a conservative analysis, Trip Generation for the Mixed Used were analyzed based on a variety of Land Uses. Appendix D
provides the ITE Generation Worksheets. Values and areas are calculated based of expansion assessment report provided by the
Wynwood BID. Under the existing conditions approximately 23.68 acres of general commercial parcels have been developed with
several vacant and/or including parking lots.
Table 7. Wynwood Area Trip Generation for Existing Conditions
Land Use
Code
ExistingLand use
Units
AM
Peak Hour
PM
Peak Hour
%
Entry
%
Exit
Total
Trips
%
Entry
%
Exit
Total
Trips
110
General Light
Industrial
81.31* 1000
Sq.
88%
66
12%
9
75
11%
9
89%
70
79
150
Warehousing
314.44*
1000 Sq.
79%
122
21%
33
155
25%
31
75%
93
124
820
Shopping
PPg Center
75.9* 1000
Sq.
62%
82
38%
50
132
48%
239
52%
259
498
942
Automobile Care
Center
36.69* 1000
Sq.
66%
55
34%
28
83
48%
55
52%
59
114
932
High -Turnover
Restaurant
1.48* 1000
Sq.
56%
9
44%
7
16
56%
15
44%
12
27
170
Utilities
57.7Sg1000
52%
24
48%
22
46
45%
20
55%
24
44
140
Manufacturing
456. * 1000
Sq.
78%
273
22%
77
350
36%
122
64%
218
340
925
Drinking Place
7.35Sg1000
68%
78
32%
36
114
External
Gross Vehicle Trips
Trip Reduction
74%
631
26%
226
857
42%
569
58%
771
1,340
Vehicle Occupancy Adjustment 1
16.00%
74%
101
26%
36
137
42%
91
58%
123
214
Transit Trip Reduction121
14.90%
74%
94
26%
34
128
42%
85
58%
115
200
Pedestrian/ Bicycle Trip reductionm
10.00%
74%
63
26%
23
86
42%
57
58%
77
134
Adjusted Trip Generation
74%
373
26%
134
506
42%
336
58%
456
792
Net External Person Trip Persons/Vehicle
Net External Person Trip in vehicle I1]
1.40
74%
522
26%
187
709
42%
471
58%
638
1,109
Net External Person Trip in Transit I1]
1.40
74%
132
26%
47
179
42%
119
58%
161
280
Net External Person Peds/Bicycle I1]
1.40
74%
88
26%
32
120
42%
80
58%
108
188
Net Person Trips (Vehicle+Transit Modes)
Net Person Trips (Pedestrians+Bicyles)
74%
74%
654
731
26%
26%
234
262
888
993
42%
42%
589
659
58%
58%
799
893
Notes:
[1] An occupancy adjustment of 16% has been made based on City of Miami Comprehensive Neighborhood Master Plan 1.4 persons vehicle occupancy
[2] A transit trip reduction of 14.90% has been made based on the City of Miami Comprehensive Neighborhood Master Plan
[3] A pedestrian/bicycle transit trip reduction of 10.00% has been made based on City of Miami Comprehensive Neighborhood Master Plan
[4] Calculations does not include areas such as parking lots and vacant lands
1,388
1,552
730 N.W. 1071h Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 13
Traffic Impact Study
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ENGINEERING GROUP
Under future conditions is expected to rehabilitate neglected warehouses, factories, and other unused buildings transforming them
into the numerous art complexes, galleries, performing art spaces, restaurants, cafes, and other creative businesses. Those
parcels coverage is about 1,269,017 ft2, after applying maximum development space for T-5(5 stories) which includes T5-0 and
T-5L as well as T-6(8 stories) with 80% lot coverage the total building area is estimated in approximately 6,500,000 ft2. The land
codes utilized were Apartments (220), Art galleries (879), Apparel store (876) and Office park (750). The purpose the office park
land code was utilized is because it incorporates general office buildings and support services, such as banks, restaurants and
service stations.
Table 8. Wynwood Area Trip Generation for Future Conditions
Land Use
Code
Future Land use
Units
AM Peak Hour
PM Peak Hour
%
Entry
%
Exit
Total
Trips
%
Entry
% Exit
Total
Trips
110
General Light Industrial
81.31*
1000 Sq.
88%
66
12%
9
75
11%
9
89%
70
79
170
Utilities
57.79*
1000 Sq.
52%
24
48%
22
46
45%
20
55%
24
44
820
ShoppingCenter
75.97*
1000 Sq.
62%
82
38%
50
132
48%
239
52%
259
498
942
Automobile Care
Center
36.69*
1000 Sq.
66%
55
34%
28
83
48%
48
52%
52
100
932
High -Turnover
Restaurant
1.48* 1000
Sq.
55%
11
45%
9
20
56%
15
44%
12
27
140
Manufacturing
456.8*
1000 Sq.
78%
273
22%
77
350
36%
122
64%
218
340
220
Apartment
1675
Dwelling
Units
20%
165
80%
659
824
65%
610
35%
329
939
220
Apartment (Density
increase at T5-L) [6]
729
Dwelling
Units
29%
115
71%
281
396
61%
276
39%
176
452
750
Office Park
74.04Acres
92%
1747
8%
152
1899
15%
314
85%
1,780
2,094
879
Art Gallery Store
8005 1000
q
46%
2285
54%
2,683
4,968
876
Apparel Store
8005 1000
q
80%
640
20%
160
800
50%
1,532
50%
1,532
3,064
925
Drinking Place
7.355 1000
q
68%
78
32%
36
114
Gross Vehicle Trips
External Trip Reduction
69%
3,178
31%
1,447
4,625
44%
5,548
56%
7,171
12,719
Vehicle Occupancy Adjustment 1
16.00%
69%
508
31%
232
740
44%
888
56%
1,147
2,035
Trans tTrip Reductionl21
14.90%
69%
474
31%
216
689
44%
827
56%
1,068
1,895
Pedestrian/ Bicycle Trip reduction[3f
10.00%
69%
318
31%
145
463
44%
555
56%
717
1,272
Adjusted Trip Generation
69%
1,878
31%
855
2,733
44%
3,279
56%
4,238
7,517
Net External Person Trip Persons/Vehicle
Net External Person Trip in vehicle
1.40
69%
2,629
31%
1,197
3,827
44%
4,590
56%
5,933
10,524
Net External Person Trip in Transit [1]
1.40
69%
663
31%
302
965
44%
1,157
56%
1,496
2,653
Net External Person Peds/Bicycle [1]
1.40
69%
445
31%
203
648
44%
777
56%
1,004
1,781
Net Person Trips (Vehicle+Transit
Modes) 69%
3,292
31%
1,499
4,381
44%
5,748
56%
7,429
13,177
Net Person Trips (Pedestrians+Bicyles) 83%
789
17%
163
951
35%
550
65%
1,037
1,587
Notes:
[1] An occupancy adjustment of 16% has been made based on City of Miami Comprehensive Neighborhood Master Plan 1.4 persons vehicle occupancy.
[2] A transit trip reduction of 14.90% has been made based on the City of Miami Comprehensive Neighborhood Master Han.
[3] A pedestrian/bicycle transit hip reduction of 10.00% has been made based on City of Miami Comprehensive Neighborhood Master Plan.
[4] Calculations does include areas such as existing parking lots
[5] Total area equals 149.228 acres after repurpose land is developed to max that zoning permits
[6] An increment of dwelling units of T-5L (Medium Density Restricted Commercial" to 'Restricted Commercial" (65du/ac to 150 du/ac).
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 14
Traffic Impact Study
'
CALTRAN
ENGINEERING GROUP
Below in Table 9 is a summary of the trip generation's ingress and egress corresponding to their respective peak hours.
Vehicle Trips
Proposed Uses
Existing Uses
Net External Trips
Table 9. Trip Generation Summary
AM Peak hour Trips
1,878
373
1,505
134
506
722 2,227
PM Peak hour Trips
336
2,943
456
7,517
792
3,782 6,725
• Capture Rates: Pass -by trips are usually trips that already exist within the network are intended to use certain land uses. Those
trips could be deducted from the raw trip generation; a maximum 10% of the exiting adjacent road traffic can be applied as pass -
by trips rate according with ITE criteria. In order to maintain a moderate approach, no reduction rate on trips has been applied to
the trip generation.
6.0 Future Conditions
As stated on the Wynwood Miami online site, the introduction of the Art Basel fair in 2002, Wynwood has seen some unexpected
growth in a relatively short period of time as it gets more and more attention by the locals as the go -to place for an alternative and
more cultural nightlife in the City of Miami. Though the influence and relevance of the arts community in Wynwood is undeniable,
new, creative businesses of all types are opening their doors in the District and encountering success. Therefore, vacant lot areas
are being repurposed in order to accommodate new Uses and Densities to create business opportunities. The concerned areas
are located within Light Industrial (D1), Medium Density Residential (T5-L), Urban Core (T6), General Urban (T4) and Civic
Institutional (CI) zones.
Trip Distribution: The trip distribution for traffic volumes generated by the desired conditions of the Wynwood Art Development
District was determined based upon the conservative assumption that the ingress traffic patterns will remain as per the turning
movement volumes. Figure 2 shows the existing traffic volumes while Figure 3 depicts the forecasted traffic assignment finally
Figure 4 depicts the forecasted traffic conditions after the incremental trips generated by the repurposed land use.
The trip distribution for egress traffic generated by the repurposing of land use was determined based on the conservative
assumption of the 2035 Miami -Dade Long Range Transportation Plan traffic analysis zones and its turning movement count
patterns. County TAZ Cardinal Directions are presented in Table 10.
730 N.W. 1071h Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 15
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Traffic Impact Study
Table 10. Wynwood BID 2035 Trip Distribution
'
CALTRAN
ENGINEERING GROUP
MIAMI-DADE 2035
-__
ORIGIN ZONE
DIRECTIONAL
DISTRIBUTION
SUMMARY
CARDINAL DIRECTIONS
NNE ENE ESE SSE SSW WSW WNW NNW TOTAL
PERCENT
9.44
5
10.56
17.08
12.22
19.72
18.19
7.78
493
3193
TRIPS
628
217
415
957
688
1215
1199
657
5,976.00
PERCENT
10.88
5.22
11.29
19.71
13.83
19.51
10.97
8.58
495
3195
TRIPS
604
227
472
678
715
575
524
515
4,310.00
PERCENT
11.48
5.51
5.86
17.91
20.21
15.5
11.94
11.6
498
3198
TRIPS
775
375
667
1854
2232
1383
957
958
9,201.00
PERCENT
12.48
3.78
6.66
13.24
14.98
19.67
13.01
16.19
500
3200
TRIPS
1692
781
904
2169
1651
2912
2279
2124
14,512.00
PERCENT
11.66
5.38
6.23
14.95
11.38
20.07
15.7
14.64
501
3201
TRIPS
426
230
206
540
555
726
604
674
3,961
PERCENT
10.75
5.81
5.2
13.63
14.01
18.33
15.25
17.02
502
3202
TRIPS
213
67
132
276
447
467
256
346
2,204.00
Trip assignment:
The project traffic volumes were assigned and distributed throughout the project area by means of the Cardinal Distribution.The
TAZ zones included were; 493,495,498,500,501,502 and their generalized distribution is shown above in Table 8.The project area
was treated as just one TAZ zone composed from the other TAZ zones (see Appendix E).The method implimented to estimate
the distribution was influenced by the main corridors of roadways throughout the project limits. Thus, site acess is provided
through main corridors into and out of the study area and shown below in Table 11 and Table 12.
Table 11. AM Peak Study Area trip assignments
TAZ Zones
Net External % 1 Direction % of TAZ Area In Out
Wynwood
100
NNW
12.64%
181
87
NNE
165
79
ENE
5.12%
80
38
ESE
7.63%
123
59
SSE
16.09%
250
120
SSW
14.44%
208
100
WSW
18.80%
286
137
WNW
14.18%
212
101
total
1505
722
Table 12. PM Peak Study Area trip assignments
TAZ Zones di Net External % Direction % of TAZ Area A. In Out
Wynwood
100
NNW
12.64%
354
455
NNE
322
414
ENE
5.12%
156
200
ESE
7.63%
241
309
SSE
16.09%
490
629
SSW
14.44%
407
523
WSW
18.80%
560
720
WNW
14.18%
414
532
total
2,943
3,782
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Traffic Impact Study
'
CALTRAN
ENGINEERING GROUP
Growth Analysis: For the surrounding roadway network, as per the South Florida Regional Traffic Analysis Model, the highest
variation in traffic between 2005 and 2035 are summarized in Table 13.
Table 13. FSUTMS Model Traffic Volumes
SOURCE
SEGMENT
YEAR
AADT
NW 29th Street
2005
17,336
Model Volume
Between
1-95 and N Miami Avenue
2035
18,704
N. Miami Avenue
2005
19,281
Model Volume
Between
NW 29th Street and NW 20th Street
2035
28,844
NW 20th Street
2005
15,544
Model Volume
Between
1-95 and N Miami Avenue
2035
22,281
NW 2nd Avenue
2005
14,743
Model Volume
Between
2035
17,194
NW 29th Street and NW 20th Street
Traffic data projections were evaluated for the Linear, Exponential, and Decaying Exponential distribution under the model trend
method. Table 14 shows model trend analysis results from the Model Growth Trend Calculation Tool. A summary of the Growth
Trends Analysis is presented in Appendix F.
Table 14. Model Trend Analysis
MODEL TREND CALCULATION
Location
Distribution
Model Growth Rate
NW 29th Street between I-
95 and N Miami Avenue
Linear
0.28%
Exponential
0.27%
Decaying Exponential
0.27%
N. Miami Avenue Between
NW 29th Street and NW
20th Street
Linear
1.64%
Exponential
1.35%
Decaying Exponential
1.39%
NW 2nd Avenue Between
NW 29th Street and NW
20th Street
Linear
1.47%
Exponential
1.21%
Decaying Exponential
1.25%
NW 20th Street Between I-
95 and N Miami Avenue
Linear
0.56%
Exponential
0.52%
Decaying Exponential
0.54%
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Traffic Impact Study
7.0 Maximum Potential Vehicular -Trips
'
CALTRAN
ENGINEERING GROUP
The intent behind this section is to evaluate the maximum potential vehicular trip generation in the study area. The method utilized
to maximize the vehicular trips is taking the overall Wynwood area and multiplying it by the amount of floors allowed under its
current and future zoning conditions at the 100% lot coverage. Lastly, conducting an ITE Trip Generation under a highest trip
generator such as a retail component.
For the analysis of existing maximum potential vehicular trips, a conservative 2 stories was utilized in the calculations which
provided a total area of 14,041 k*ft2 while for future maximum potential vehicular trips under the proposed land use change, the
zones T-5 and T-6-8 are implied to be fully developed to at least 5 stories and 8 floors, respectively. This evaluation yield a total of
51,930 k*ft2 of potential gross area of building construction at 100% lot coverage. Results of the maximum potential vehicular trips
are shown in Appendix G.
Based on the results, it is determined that the proposed maximum potential vehicular trips could be about 2.3 times the current
maximum potential trips. The overall analysis indicates that a relatively low portion of the traffic might affect the 1-95 corridor,
because there is no direct ramp from 1-95 into the Wynwood area and the closest direct access point would most likely be via the
N Miami Ave exit from 1-195. It is considered the overall potential impact in 1-95 of the overall traffic entering and exiting the study
area could be around 5% to 7% based on the cardinal distribution for ENE (5.12%) and ESE (7.63%), respectively.
8.0 Level of Service Analysis
The existing and proposed conditions were analyzed for the project area with the limits from NW 20th Street to NW 29th street and
NW 6th Avenue to North Miami Avenue. Specifically the change of land use and zoning that could affect the Level of Service
(LOS).
Level of service (LOS) is a measurement by which transportation engineers determine the quality of service on transportation
infrastructure (automobile, and transit facilities) with quantitative structure into letters A through F, with A being the best and F
being the worst. The Florida Department of Transportation (FDOT) Quality/ Level of Service Handbook set the standard for
analysis. For LOS Analysis Purposes, links of roadway were grouped between two points as to develop a segment level analysis.
These segments are a group of consecutive links that have similar roadway, traffic and control characteristics for a mode of travel.
The measurement of LOS is made for the peak period. An overall minimum peak -period LOS standard of E (100 percent
utilization of person -trip capacity) must be maintained on transportation corridors.
The existing person -trip volumes were combined with background growth and net external project person -trips to obtain the total
year 2035 person -trip volume with project. The future person -trips volumes are compared to the future person -trips capacities to
determine future level of service. The results are summarized in Table 15 and Table 16. All roadways analyzed are projected to
operate within the existing LOS standard.
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 21
Table 15. Future Person -Trip Volume and Capacity for AM Peak
CALTRAN
ENGINEER GROUP
Corridor From To
Existing Land Uses
Repurposed Land Uses
Direction
SB-NB
Existing
Person -Trip
Volumes [1]
173
Future Background
Person -Trip [2]
211
Future
Person -Trip
Capacity [3]
2,040
Future w/out land
use change
Person -Trip
Project
Person -Trip
Volume [4]
Total
Person -Trip
Volumes [5]
239
Future
Person -Trip
Capacity [6]
2,040
Future with
Repurposed land
Person -Trip
[7]
NW 6th Avenue
NW 20th Street
NW 24th Street
VIC
0.10
LOS
B
V/C LOS
28
0.12
B
NW 24th Street
NW 29th Street
SB-NB
173
211
2,040
0.10
B
36
247
2,040
0.12
B
NW 5th Avenue
NW 22nd Street
NW 24th Street
SB-NB
352
430
2,720
0.16
B
97
527
2,720
0.19
B
NW 24th Street
NW 29th Street
SB-NB
352
430
2,720
0.16
B
84
514
2,720
0.19
B
D.A Dorsey Avenue
NW 25th Street
NW 29th Street
SB-NB
105
128
2,040
0.06
B
36
164
2,040
0.08
B
NW 2nd Avenue
NW 20th Street
NW 24th Street
SB-NB
858
1,047
2,749
0.38
B
174
1,221
2,749
0.44
C
NW 24th Street
NW 29th Street
SB-NB
858
1,047
2,749
0.38
B
135
1,182
2,749
0.43
B
N Miami Avenue
NW 20th Street
NW 24th Street
SB-NB
1,577
1,924
5,253
0.37
B
77
2,001
5,253
0.38
B
NW 24th Street
NW 29th Street
SB-NB
1,577
1,924
5,253
0.37
B
51
1,975
5,253
0.38
B
NW 29th Street
NW 6th Avenue
NW 2nd Avenue
WB-EB
1,212
1,479
5,253
0.28
B
196
1,675
5,253
0.32
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,212
1,479
5,253
0.28
B
51
1,530
5,253
0.29
B
NW 28th Street
NW 6th Avenue
NW 2nd Avenue
WB-EB
57
70
2,040
0.03
B
17
87
2,040
0.04
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
57
70
2,040
0.03
B
22
92
2,040
0.04
B
NW 27th Street
NW 6th Avenue
NW 2nd Avenue
WB-EB
91
111
2,040
0.05
B
17
128
2,040
0.06
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
91
111
2,040
0.05
B
167
278
2,040
0.14
B
NW 26th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
68
83
2,040
0.04
B
17
100
2,040
0.05
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
107
131
2,040
0.06
B
17
148
2,040
0.07
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
118
144
2,040
0.07
B
179
323
2,040
0.16
B
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
WB
61
74
1,229
0.06
B
17
91
1,229
0.07
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
161
196
2,040
0.10
B
16
212
2,040
0.10
B
NW 24th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
42
51
2,040
0.03
B
17
68
2,040
0.03
B
NW 5th Avenue
NW 2nd Avenue
EB
62
76
1,024
0.07
B
89
165
1,024
0.16
B
NW 2nd Avenue
NW Miami Avenue
EB
44
54
1,024
0.05
B
74
128
1,024
0.12
B
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
WB-EB
25
31
2,040
0.01
B
38
69
2,040
0.03
B
NW 5th Avenue
NW 2nd Avenue
WB
40
49
1,229
0.04
B
89
138
1,229
0.11
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
101
123
2,040
0.06
B
113
236
2,040
0.12
B
NW 22nd Street
NW 6th Avenue
NW 5th Avenue
WB-EB
12
15
2,040
0.01
B
38
53
2,040
0.03
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
72
88
2,040
0.04
B
38
126
2,040
0.06
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
134
164
2,095
0.08
B
49
213
2,095
0.10
B
NW 21st Street
NW 3rd Avenue
NW 2nd Avenue
WB-EB
91
111
2,040
0.05
B
28
139
2,040
0.07
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
91
111
2,040
0.05
B
25
136
2,040
0.07
B
NW 20th Street
NW 5th Place
NW 2nd Avenue
WB-EB
1,261
1,539
2,720
0.57
C
88
1,627
2,720
0.60
C
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,261
1,539
2,720
0.57
C
77
1,616
2,720
0.59
C
NW 1st Place
NW 23rd Street
NW 20th Street
SB-NB
50
61
2,040
0.03
B
25
86
2,040
0.04
B
NW 1st Court
NW 23rd Street
NW 20th Street
SB-NB
73
89
2,040
0.04
B
25
114
2,040
0.06
B
NW 1st Avenue
NW 29th Street
NW 25th Street
SB-NB
243
297
2040
0.15
B
128
425
2040
0.21
B
NW 1st Avenue
NW 25th Street
NW 20th Street
SB-NB
243
297
2,040
0.15
B
25
322
2,040
0.16
B
NW Miami Court
NW 23rd Street
NW 20th Street
SB-NB
100
122
2,040
0.06
B
25
147
2,040
0.07
B
[1] Segment Person -Trip volume are obtained from Table 3 Note [9]
[2] Future background Person -Trip is obtained by multiplying [1] by the growth factor 1.22
[3] Trip capacity is obtained from Table 3-Note [8]
[4] Projected trip volumes are obtained from Figure 3
[5] Total trip volume is defined as [2]+[4]
[6] Trips capacity remains the same as from note [5]
[7] LOS is derived using FDOT's Quality/level of service handbook
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 22
Table 16. Future Person -Trip Volume and Capacity for PM Peak
CALTRAN
ENGINEER GROUP
Corridor From To
Direction
SB-NB
Existing
Person -Trip
Volumes [ ]
367
Existin. Land Uses
Re.ur.osed Land Uses
Future Background
Person -Trip
[2]
448
Future Person-
Trip Capacity
[3]
2,040
Future w/out land
use change
Person•Trip
Project
Person -Trip
Volume
[4]
Total
Person -Trip
Volumes
[5]
537
Future
Person -Trip
Capacity
[6]
2,040
Future with
Repurposed land
Person -Trip
[7]
NW 6th Avenue
NW 20th Street
NW 24th Street
V/C
0.22
LOS
B
V/C
LOS
89
0.26
B
NW 24th Street
NW 29th Street
SB-NB
367
448
2,040
0.22
B
117
565
2,040
0.28
B
NW 5th Avenue
NW 22nd Street
NW 24th Street
SB-NB
654
798
2,720
0.29
B
313
1,111
2,720
0.41
B
NW 24th Street
NW 29th Street
SB-NB
654
798
2,720
0.29
B
273
1,071
2,720
0.39
B
D.A Dorsey Avenue
NW 25th Street
NW 29th Street
SB-NB
205
250
2,040
0.12
B
117
367
2,040
0.18
B
NW 2nd Avenue
NW 20th Street
NW 24th Street
SB-NB
1,441
1,758
2,749
0.64
C
564
2,322
2,749
0.84
C
NW 24th Street
NW 29th Street
SB-NB
1,441
1,758
2,749
0.64
C
438
2,196
2,749
0.80
C
N Miami Avenue
NW 20th Street
NW 24th Street
SB-NB
2,040
2,489
5,253
0.47
C
251
2,740
5,253
0.52
C
NW 24th Street
NW 29th Street
SB-NB
2,040
2,489
5,253
0.47
C
165
2,654
5,253
0.51
C
NW 29th Street
NW 6th Avenue
NW 2nd Avenue
WB-EB
1,330
1,623
5,253
0.31
B
636
2,259
5,253
0.43
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,330
1623
5,253
0.31
B
165
1,788
5,253
0.34
B
NW 28th Street
NW 6th Avenue
NW 2nd Avenue
WB-EB
108
132
2,040
0.06
B
68
200
2,040
0.10
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
108
132
2,040
0.06
B
71
203
2,040
0.10
B
NW 27th Street
NW 6th Avenue
NW 2nd Avenue
WB-EB
200
244
2,040
0.12
B
68
312
2,040
0.15
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
200
244
2,040
0.12
B
219
463
2,040
0.23
B
NW 26th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
115
140
2,040
0.07
B
68
208
2,040
0.10
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
168
205
2,040
0.10
B
68
273
2,040
0.13
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
93
113
2,040
0.06
B
238
351
2,040
0.17
B
NW 25th Street
NW 5th Avenue
NW 2nd Avenue
WB
122
149
1,229
0.12
B
68
217
1,229
0.18
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
108
132
2,040
0.06
B
51
183
2,040
0.09
B
NW 24th Street
NW 6th Avenue
NW 5th Avenue
WB-EB
60
73
2,040
0.04
B
68
141
2,040
0.07
B
NW 5th Avenue
NW 2nd Avenue
EB
105
128
1,024
0.13
B
287
415
1,024
0.41
B
NW 2nd Avenue
NW Miami Avenue
EB
69
84
1,024
0.08
B
239
323
1,024
0.32
B
NW 23nd Street
NW 6th Avenue
NW 5th Avenue
WB-EB
29
35
2,040
0.02
B
123
158
2,040
0.08
B
NW 5th Avenue
NW 2nd Avenue
WB
75
92
1,229
0.07
B
287
379
1,229
0.31
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
197
240
2,040
0.12
B
370
610
2,040
0.30
B
NW 22nd Street
NW 6th Avenue
NW 5th Avenue
WB-EB
17
21
2,040
0.01
B
123
144
2,040
0.07
B
NW 5th Avenue
NW 2nd Avenue
WB-EB
98
120
2,040
0.06
B
106
226
2,040
0.11
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
111
135
2,095
0.06
B
158
293
2,095
0.14
B
NW 21st Street
NW 3rd Avenue
NW 2nd Avenue
WB-EB
139
170
2,040
0.08
B
89
259
2,040
0.13
B
NW 2nd Avenue
NW Miami Avenue
WB-EB
139
170
2,040
0.08
B
65
235
2,040
0.12
B
NW 20th Street
NW 5th Place
NW 2nd Avenue
WB-EB
1,575
1922
2,720
0.71
C
287
2,209
2,720
0.81
C
NW 2nd Avenue
NW Miami Avenue
WB-EB
1,575
1922
2,720
0.71
C
251
2,173
2,720
0.80
C
NW 1st Place
NW 23rd Street
NW 20th Street
SB-NB
112
137
2,040
0.07
B
65
202
2,040
0.10
B
NW 1st Court
NW 1st Avenue
NW 23rd Street
NW 29th Street
NW 20th Street
NW 25th Street
SB-NB
151
184
2,040
0.09
B
65
249
2,040
0.12
B
SB-NB
256
312
2040
0.15
B
182
494
2040
0.24
B
NW 1st Avenue
NW 25th Street
NW 20th Street
SB-NB
256
312
2,040
0.15
B
65
377
2,040
0.18
B
NW Miami Court
NW 23rd Street
NW 20th Street
SB-NB
187
228
2,040
0.11
B
65
293
2,040
0.14
B
Notes
[1] Segment Person -Trip volume are obtained from Table 3 Note [9]
[2] Future background Person -Trip is obtained by multiplying [1] by the growth factor 1.22
[3] Trip capacity is obtained from Table 3-Note [8]
[4] Projected trip volumes are obtained from Figure 3
[5] Total trip volume is defined as [2]+[4]
[6] Trips capacity remains the same as from note [5]
[7] LOS is derived using FDOT's Quality/level of service handbook
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 23
Traffic Impact Study
9.0 Conclusions
'
CALTRAN
ENGINEERING GROUP
An assessment was made of peak hour traffic in Wynwood area, a Mixed -Use development bounded by 1-95 on the west, NW
29th Street on the north including parcels fronting NW 29th Street on the north between NW 2nd Avenue and N Miami Avenue,
NW 20th Street on the south, and the FEC Corridor on the east in the City of Miami within Miami -Dade County. The traffic analysis
analysis was performed following the methodologies adopted by the 2013 FDOT Quality/LOS Handbook, the Institute of
Transportation Engineers (ITE), and the Miami -Dade County Standards for existing conditions and future conditions (2035).
These futures conditions are influenced by rehabilitated and neglected warehouses, factories, and other unused buildings,
transforming them into the numerous art complexes, galleries, performing art spaces, restaurants, cafes, and other creative
businesses within Light Industrial (D1), Medium Density Residential (T5-L), Urban Core (T6), General Urban (T4) and Civic
Institutional (CI) zones.
The Intent was to conduct an evaluation of the potential traffic impact and trip generation from the desired growth of the Wynwood
Art District considering the existing and the implementation future conditions. Furthermore, ensuring that the City of Miami's
adopted Level of Service of standards will not be exceeded (LOS E).
The result of the future person -trip volume and capacity analysis shows that all streets within the project limits will operate with a
Level of Service of E or better. In summary, the proposed change to land use and zoning would not have an adverse impact on
the surrounding roadway network and/or affect other traffic generators in the area.
730 N.W. 1071h Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • www.caltrangroup.com Page 24
CALTRAN
ENGINEERING GROUP
Appendix A
Wynwood Business Improvement
District
Land Use & Zoning
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
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Folionumber
Category
Stories
Sqft
LotSize
Existing Zoning
New Zoning
Exisiting Land Use
Proposed Land Use
0131250570130 Warehouse or Storage
1
8532
9750
D2
D1
Industerial
General Commercial
0131250570120 Store/Retail
1
7932
9750
D2
D1
Industerial
General Commercial
0131250320240 Warehouse or Storage
1
6960
7900
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250242080 Store/Retail Outlet
1
5100
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250250230 Light Manufacturing & Food Processing
1
11148
14000
D2
D1
Industerial
Light Industerial
0131250680010 Wholesale Outlet
1
9286
11669
D2
D1
Industerial
Light Industerial
0131250250190 Light Manufacturing & Food Processing
1
5121
7000
D2
D1
Industerial
Light Industerial
0131250580060 Warehouse or Storage
1
20671
21275
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250250360 Light Manufacturing & Food Processing
1
4081
7000
D2
D1
Industerial
Light Industerial
0131250560030 Store/Retail
1
8252
9685
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131360720010 Vacant Land
0
0
67823
0131250540430 Automotive or Marine
1
5002
15000
D1
T5-0
Light Industerial
General Commercial
0131250242680 Vacant Land
0
0
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250242690 Mineral Processing
2
9180
28000
D2/T5-0
D1
Industerial / General Commercial
Light Industerial
0131250242730 Light Manufacturing & Food Processing
1
4480
7000
D2
D1
Industerial
Light Industerial
0131250242740 Vacant Land
0
0
7000
D2
D1
Industerial
Light Industerial
0131250242610 Mixed Use Commercial
2
13766
7150
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250352370 Vacant Land
0
0
4500
T5-0
T5-O
Medium Density Restricted Commercial
General Commercial
0131250480440 Vacant Land
0
0
9000
0131250480430 Vacant Land
0
0
6000
0131250580050 Wholesale Outlet
1
8388
7475
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250353040 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250352910 Vacant Land
0
0
4800
D2
D1
Industerial
General Commercial
0131250242910 Wholesale Outlet
2
7050
7150
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250250140 Light Manufacturing & Food Processing
1
11114
14000
D2
D1
Industerial
0131250250160 Warehouse or Storage
1
10800
14000
D2
D1
Industerial
Light Industerial
0131250330210 Light Manufacturing & Food Processing
1
6846
9200
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250330170 Light Manufacturing & Food Processing
1
11821
13245
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250250030 Light Manufacturing & Food Processing
1
4600
6500
D2
D1
Industerial
Light Industerial
0131360550010 Warehouse or Storage
2
20683
16413
0131250242751 Light Manufacturing & Food Processing
1
9600
13900
D2
D1
Industerial
Light Industerial
0131250242600 Wholesale Outlet
2
27042
17160
T5-0
T5-0
General Commercial
General Commercial
0131250520090 Service Station
1
2398
12500
D1
T6-8-O
Light Industerial
General Commercial
0131250242090 Vacant Land
0
0
16410
T5-0
T6-8-0
General Commercial
General Commercial
0131250242850 Parking Lot
0
0
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250560010 Heavy Industrial
1
11924
13410
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250540550 Automotive or Marine
1
1178
4550
0131250242780 Wholesale Outlet
1
14816
15678
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250242920 Store/Retail
1
7038
7170
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250242760 Light Manufacturing & Food Processing
1
6782
6900
D2
D1
Industerial
Light Industerial
0131250242770 Light Manufacturing & Food Processing
1
1110
6850
D2
D1
Industerial
Light Industerial
0131250353030 Vacant Land
0
0
4500
D2
D1
Industerial
0131250242750 Warehouse or Storage
1
6732
7000
D2
D1
Industerial
Light Industerial
0131250242930 Wholesale Outlet
2
7752
9295
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250320530 Wholesale Outlet
1
21592
28625
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250540440 Warehouse or Storage
1
7347
8750
D1
T6-8-0
Light Industerial
General Commercial
0131250480420 Automotive or Marine
1
5278
15000
0131250520080 Automotive or Marine
1
4837
6625
D1
T6-8-0
Light Industerial
General Commercial
0131250480410 Store
1
2303
9109
T5-0
T6-8-0
Medium Density Restricted Commercial
General Commercial
0131250320350 Store/Retail
1
8301
9866
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250320370 Wholesale Outlet
2
26796
19866
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250250120 Light Manufacturing & Food Processing
1
10950
14000
D2
D1
Industerial
Light Industerial
0131250540540 Warehouse or Storage
1
2380
14450
D1
T6-8-0
Light Industerial
General Commercial
0131250250070 Light Manufacturing & Food Processing
1
28508
28600
D2
D1
Industerial
Light Industerial
Folionumber
Category
Stories
Sqft
LotSize
Existing Zoning
New Zoning
Exisiting Land Use
Proposed Land Use
0131250250110 Light Manufacturing & Food Processing
2
14260
16800
D2
D1
Industerial
Light Industerial
0131250250250 Light Manufacturing & Food Processing
1
3000
5000
D2
D1
Industerial
Light Industerial
0131250460050 Warehouse or Storage
2
47263
118514
D2
D1
Industerial
General Commercial
0131250460010 Wholesale Outlet
1
16947
16828
D2
T5-0
Industerial
General Commercial
0131250460030 Store/Retail
1
1247
5200
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250460250 Warehouse or Storage
2
5075
5200
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250460240 Vacant Land
0
0
5200
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250460230 Warehouse or Storage
1
6049
7073
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250350560 Parking Lot
0
0
4500
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250350570 Vacant Land
0
0
2610
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250350710 Vacant Land
0
0
10875
D2
D1
Industerial
General Commercial
0131250353070 Vacant Land
0
0
4200
D2
D1
Industerial
General Commercial
0131250353060 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250340250 Light Manufacturing & Food Processing
2
55624
46250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351530 Vacant Land
0
0
2190
not on map
0131250460150 Vacant Land
0
0
1722
not on map
0131250740060 Vacant Land
0
0
18208
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250242630 Vacant Land
0
0
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250242640 Vacant Land
0
0
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250242650 Light Manufacturing & Food Processing
1
5830
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250351140 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351150 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250350580 Vacant Land
0
0
3915
not on map
0131250350590 Vacant Land
0
0
2475
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250350600 Warehouse or Storage
1
4102
6000
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250350610 Vacant Land
0
0
6000
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250740050 Vacant Land
0
0
12676
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250353050 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250353020 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250353000 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250352390 Vacant Land
0
0
4500
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250352380 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351130 Vacant Land
0
0
4500
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351120 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
10131250351110 Vacant Land
I 0
0
4500
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351160 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351170 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351180 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351510 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351500 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351490 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351480 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351470 Vacant Land
0
0
2250
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351520 Vacant Land
0
0
2250
not on map
0131250351540 Vacant Land
0
0
3607
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250351550 Vacant Land
0
0
3285
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250570011 Wholesale Outlet
1
11259
10430
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250242620 Light Manufacturing & Food Processing
1
5853
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250242030 Light Manufacturing & Food Processing
1
4712
7000
T5-0
T6-8-0
General Commercial
General Commercial I
Folionumber
Category
Stories
Sqft
LotSize
Existing Zoning
New Zoning
Exisiting Land Use
Proposed Land Use
0131250250020 Store/Retail
1
3675
6500
D2
D1
Industerial
Light Industerial
0131250250010 Parking Lot
0
0
6500
D2
D1
Industerial
Light Industerial
0131250580010 Wholesale Outlet
1
29500
31500
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250242010 Light Manufacturing & Food Processing
1
6005
9000
T5-0
T6-8-0
General Commercial
General Commercial
0131250250220 Wholesale Outlet
2
4410
7000
D2
D1
Industerial
Light Industerial
0131250242040 Automotive or Marine
1
1612
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250480550 Vacant Land
0
0
15017
0131250460080 Light Manufacturing & Food Processing
1
5162
6006
D2
D1
Industerial
General Commercial
0131250242070 Light Manufacturing & Food Processing
1
4427
7000
T5-0
T6-8-0
General Commercial
General Commercial
0131250242050 Repair Shop
1
12549
21000
T5-0
T6-8-0
General Commercial
General Commercial
0131250000200 Light Manufacturing & Food Processing
2
30144
16500
D2
T5-0
Industerial
Light Industerial
0131250570150 Parking Lot
0
0
3000
D2
T5-0
Industerial
Light Industerial
0131250570140 Light Manufacturing & Food Processing
1
9110
6750
D2
T5-0
Industerial
Light Industerial
0131250250210 Vacant Land
0
0
7000
D2
D1
Industerial
Light Industerial
0131250250200 Vacant Land
0
0
7000
D2
D1
Industerial
Light Industerial
0131250250191 Vacant Land
0
0
7000
D2
D1
Industerial
Light Industerial
0131250250330 Warehouse or Storage
1
12339
21000
D2
D1
Industerial
Light Industerial
0131250560020 Store/Retail
1
10410
10862
T5-0
T5-O
Medium Density Restricted Commercial
0131250241610 Utility
1
57791
53360
0131250250320 Warehouse or Storage
1
10692
14000
D2
D1
Industerial
Light Industerial
0131250250300 Warehouse or Storage
1
5990
7000
D2
D1
Industerial
Light Industerial
0131250320230 Warehouse or Storage
1
5001
5400
T5-0
T5-O
Medium Density Restricted Commercial
General Commercial
0131360170010 Light Manufacturing & Food Processing
1
6900
14375
0131250250280 Warehouse or Storage
1
12376
16800
D2
D1
Industerial
Light Industerial
0131250570090 Wholesale Outlet
1
14588
8407
D2
D1
Industerial
Light Industerial
0131250570080 Light Manufacturing & Food Processing
1
6268
8039
D2
D1
Industerial
Light Industerial
0131250570070 Light Manufacturing & Food Processing
1
7755
9513
D2
D1
Industerial
Light Industerial
0131250570060 Light Manufacturing & Food Processing
1
10211
10915
D2
D1
Industerial
Light Industerial
0131250570050 Warehouse or Storage
1
7533
7833
D2
D1
Industerial
Light Industerial
0131250570040 Light Manufacturing & Food Processing
1
4859
6799
D2
D1
Industerial
Light Industerial
0131250570030 Light Manufacturing & Food Processing
1
7985
9036
D2
D1
Industerial
Light Industerial
0131250570020 Parking Lot
0
0
4950
D2
D1
Industerial
Light Industerial
0131250570100 Light Manufacturing & Food Processing
1
15668
18000
D2
D1
Industerial
Light Industerial
0131250420230 Private Educational
1
1418
5400
T5-0
T6-8-0
General Commercial
General Commercial
0131250242890 Store/Retail
2
10625
12360
T5-0
T6-8-0
General Commercial
General Commercial
0131250250180 Wholesale Outlet
1
5180
7700
D2
D1
Industerial
Light Industerial
0131250250040 Light Manufacturing & Food Processing
1
10448
13000
D2
D1
Industerial
Light Industerial
0131250242660 Warehouse or Storage
1
7535
7000
T5-O
T6-8-0
General Commercial
General Commercial
0131250242670 Warehouse or Storage
1
4906
7000
T5-O
T6-8-0
General Commercial
General Commercial
0131250350440 Vacant Land
0
0
9000
D2
D1
Industerial
General Commercial
0131250350450 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250350470 Light Manufacturing & Food Processing
1
12920
13800
D2
D1
Industerial
General Commercial
0131250350490 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250350510 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250740040 Vacant Land
0
0
9278
D2
D1
Industerial
General Commercial
0131250350540 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250350550 Vacant Land
0
0
4500
D2
D1
Industerial
General Commercial
0131250350640 Vacant Land
0
0
5625
D2
D1
Industerial
General Commercial
0131250350650 Vacant Land
0
0
5625
D2
D1
Industerial
General Commercial
0131250350270 Vacant Land
0
0
5625
D2
D1
Industerial
General Commercial
0131250350660 Light Manufacturing & Food Processing
1
10456
6000
D2
D1
Industerial
General Commercial
0131250350670 Vacant Land
0
0
5625
D2
D1
Industerial
General Commercial
0131250350281 Residential/Vacant
0
0
5625
D2
D1
Industerial
General Commercial
0131250350690 Residential/Vacant
0
0
17250
D2
D1
Industerial
General Commercial
Folionumber
Category
Stories
Sqft
LotSize
Existing Zoning
New Zoning
Exisiting Land Use
Proposed Land Use
0131250350700 Vacant Land
0
0
5625
D2
D1
Industerial
General Commercial
0131250330240 Warehouse or Storage
2
29012
38175
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290510 Retail
1
3192
5600
not in map
0131250281220 Restaurant
1
1478
6950
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250380160 Office Building
1
1402
5250
D1
T5-0
Light Industerial
General Commercial
0131250420130 Warehouse or Storage
1
5300
6500
D1
T5-0
Light Industerial
General Commercial
0131250420200 Retail
1
2551
4000
T5-O
T5-0
General Commercial
General Commercial
0131250670020 Light Manufacturing & Food Processing
1
4608
13345
D1
T5-0
Light Industerial
General Commercial
0131250480110 Heavy Industrial
1
19065
23750
D1
T6-8-0
Light Industerial
General Commercial
0131250480200 Light Manufacturing & Food Processing
2
26388
22500
D1
T5-0
Light Industerial
General Commercial
0131250480230 Warehouse or Storage
1
7375
7500
D1
T5-0
Light Industerial
General Commercial
0131250480260 Warehouse or Storage
1
4372
15000
D1
T5-0
Light Industerial
General Commercial
0131250480270 Light Manufacturing & Food Processing
1
6338
7500
D1
T5-0
Light Industerial
General Commercial
0131250480190 Warehouse or Storage
2
14141
22500
D1
T5-0
Light Industerial
General Commercial
0131250480240 Light Manufacturing & Food Processing
1
6327
7500
D1
T5-0
Light Industerial
General Commercial
0131250480250 Warehouse or Storage
2
31936
22500
D1
T5-0
Light Industerial
General Commercial
0131250510100 Retail
1
2385
3520
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250510110 Warehouse or Storage
1
2310
7000
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250480400 Warehouse or Storage
1
2280
5130
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250540590 Warehouse or Storage
1
3604
5000
D1
T5-0
Light Industerial
General Commercial
0131250540580 Warehouse or Storage
1
3595
5000
D1
T5-0
Light Industerial
General Commercial
0131250540570 Wholesale Outlet
1
3622
5000
D1
T5-0
Light Industerial
General Commercial
0131250540560 Wholesale Outlet
I 1
1600
5000
D1
T5-0
Light Industerial
General Commercial
0131250540490 Nightclub Lounge
1
5950
1000
D1
T5-0
Light Industerial
General Commercial
0131250540520 Automotive or Marine
1
3840
1000
D1
T5-0
Light Industerial
General Commercial
0131250520010 Store/Retail
1
5586
6562
D1
T5-0
Light Industerial
General Commercial
0131250540480 Light Manufacturing & Food Processing
2
14290
18750
D1
T5-0
Light Industerial
General Commercial
0131250540380 Light Manufacturing & Food Processing
1
9450
12500
D1
T5-0
Light Industerial
General Commercial
0131250540390 Light Manufacturing & Food Processing
1
4984
6250
D1
T5-0
Light Industerial
General Commercial
0131250540400 Light Manufacturing & Food Processing
2
10224
6250
D1
T5-0
Light Industerial
General Commercial
0131250540410 Light Manufacturing & Food Processing
2
11250
6250
D1
T5-0
Light Industerial
General Commercial
0131250540420 Warehouse or Storage
1
4900
6250
D1
T5-0
Light Industerial
General Commercial
0131250290980 Vacant Land
0
0
5400
T5-L
T5-L
Medium Density Restricted Commercial
General Commercial
0131250281230 Vacant Land
0
0
6950
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250281240 Vacant Land
0
0
6900
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250281020 Vacant Land
0
0
6900
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250281040 Vacant Land
0
0
6900
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290550 Vacant Land
0
0
2875
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290560 Vacant Land
0
0
2759
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290590 Vacant Land
0
0
5650
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290610 Vacant Land
0
0
5650
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290860 Vacant Land
0
0
5650
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250290500 Vacant Land
0
0
5600
T5-0
T5-0
General Commercial
General Commercial
0131250290470 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290440 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290420 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290770 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290750 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290740 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290720 Vacant Land
0
0
5650
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290240 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial I
Folionumber
Category
Stories
Sqft
LotSize
Existing Zoning
New Zoning
Exisiting Land Use
Proposed Land Use
0131250290101 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290090 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290080 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290070 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290060 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290050 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290030 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
Medium Density Restricted Commercial
0131250290400 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
General Commercial
0131250290410 Vacant Land
0
0
5250
T5-L
T5-L
Medium Density Restricted Commercial
General Commercial
0131250291310 Vacant Land
0
0
6758
T5-L
T5-0
Medium Density Restricted Commercial
General Commercial
0131250291320 Vacant Land
0
0
4142
D1
T5-0
Light Industerial
General Commercial
0131250330390 Vacant Land
0
0
4600
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250360100 Vacant Land
0
0
7250
D1
T5-0
Light Industerial
General Commercial
0131250340450 Vacant Land
0
0
4875
T5-0
T5-0
General Commercial
General Commercial
0131250340470 Vacant Land
0
0
4600
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250420120 Vacant Land
0
0
13000
T5-0
T5-0
General Commercial
General Commercial
0131250420210 Vacant Land
0
0
5500
T5-0
T5-0
General Commercial
General Commercial
0131250420220 Vacant Land
0
0
3500
T5-0
T5-0
General Commercial
General Commercial
0131250480080 Vacant Land
0
0
3125
D1
T6-8-0
Light Industerial
General Commercial
0131250480070 Parking Lot
0
0
3125
D1
T6-8-0
Light Industerial
General Commercial
0131250540340 Parking Lot
0
0
6500
D1
T6-8-0
Light Industerial
General Commercial
0131250540341 Parking Lot
0
0
13125
D1
T6-8-0
Light Industerial
General Commercial
0131250540350 Vacant Land
0
0
18906
T5-8-0
T6-8-0
General Commercial
General Commercial
0131250540360 Vacant Land
0
0
3250
T5-8-0
T6-8-0
General Commercial
General Commercial
0131250540370 Vacant Land
0
0
10625
T5-8-0
T6-8-0
General Commercial
General Commercial
0131250510120 Vacant Land
0
0
3440
T5-0
T5-0
Medium Density Restricted Commercial
General Commercial
0131250540500 Vacant Land
0
0
5000
D1
T5-0
Light Industerial
General Commercial
0131250540510 Vacant Land
0
0
5000
D1
T5-0
Light Industerial
General Commercial
0131250540530 Vacant Land
0
0
5000
D1
T5-0
Light Industerial
General Commercial
0131250520111 Vacant Land
0
0
6563
D1
T5-0
Light Industerial
General Commercial
0131250520100 Vacant Land
0
0
6562
D1
T6-8-0
Light Industerial
General Commercial
0131250520020 Vacant Land
0
0
6562
D1
T5-0
Light Industerial
General Commercial
0131360020340 Heavy Industrial
3
50317
47850
0131360720020 Vacant Land
0
0
40511
CALTRAN
ENGINEERING GROUP
Appendix B
Traffic Data Collection
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
County: 99
Station: 0125
Description: ON NW 26TH ST W OF NW 5TH AVE
Start Date: 06/16/2015
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 0 1 1 0 2 1 0 0 1 0 1 1 3
0100 0 0 0 0 0 1 1 0 0 0 1 1 1
0200 0 0 0 0 0 1 0 0 0 0 0 1 0
0300 0 1 0 0 1 1 0 0 0 0 0 1 1
0400 0 1 0 0 1 1 0 0 0 0 0 1 1
0500 0 0 0 0 0 1 0 0 0 0 0 1 0
0600 0 0 0 2 2 1 0 0 0 1 1 1 3
0700 4 0 4 0 8 1 0 0 3 0 3 1 11
0800 2 4 2 13 21 1 1 1 2 5 9 1 30
0900 14 5 4 5 28 1 5 1 2 5 13 1 41
1000 3 14 5 4 26 1 8 6 3 3 20 1 46
1100 9 5 3 5 22 1 8 7 5 9 29 1 51
1200 7 2 7 10 26 1 7 3 5 10 25 1 51
1300 6 19 6 4 35 1 6 15 11 6 38 1 73
1400 6 10 5 10 31 1 7 7 9 12 35 1 66
1500 5 16 9 10 40 1 5 7 7 6 25 1 65
1600 5 3 11 7 26 1 15 3 13 12 43 1 69
1700 15 2 9 5 31 1 7 4 15 6 32 1 63
1800 4 4 0 3 11 1 4 3 1 1 9 1 20
1900 2 3 4 4 13 1 1 5 2 2 10 1 23
2000 5 2 6 6 19 1 2 5 1 4 12 1 31
2100 3 3 8 0 14 1 0 2 2 0 4 1 18
2200 2 2 1 3 8 1 1 1 2 4 8 1 16
2300 2 0 1 2 5 1 2 0 0 0 2 1 7
24-Hour Totals: 370 320 690
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 36 815 13 845 49
P.M. 1230 42 1600 43 1245 83
Daily 1230 42 1600 43 1245 83
Generated by SPS 5.0.45P
County: 99
Station: 0126
Description: On NW 27TH ST W OF NW 5TH AVE
Start Date: 06/10/2015
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 0 0 2 1 3 1 0 1 1 1 3 1 6
0100 0 2 1 0 3 1 0 2 0 1 3 1 6
0200 0 0 1 1 2 1 0 0 0 2 2 1 4
0300 0 0 2 0 2 1 0 0 1 0 1 1 3
0400 0 0 0 1 1 1 2 0 0 1 3 1 4
0500 0 0 1 2 3 1 0 1 0 0 1 1 4
0600 0 0 1 2 3 1 1 1 0 0 2 1 5
0700 0 1 1 1 3 1 2 0 4 1 7 1 10
0800 3 4 4 4 15 1 2 6 3 10 21 1 36
0900 8 9 4 2 23 1 9 13 9 3 34 1 57
1000 5 8 9 11 33 1 10 12 7 21 50 1 83
1100 8 8 6 6 28 1 8 6 5 6 25 1 53
1200 16 9 14 10 49 1 15 14 29 11 69 1 118
1300 10 6 8 5 29 1 17 11 6 15 49 1 78
1400 10 12 14 9 45 1 15 21 19 18 73 1 118
1500 17 15 7 6 45 1 23 29 12 10 74 1 119
1600 8 10 7 8 33 1 14 15 5 10 44 1 77
1700 8 5 8 0 21 1 11 16 13 0 40 1 61
1800 5 5 4 3 17 1 6 10 5 3 24 1 41
1900 1 4 2 2 9 1 1 3 1 1 6 1 15
2000 2 2 0 1 5 1 4 1 0 2 7 1 12
2100 2 0 1 1 4 1 2 1 2 1 6 1 10
2200 0 0 3 1 4 1 1 0 3 0 4 1 8
2300 1 0 0 0 1 1 2 0 0 0 2 1 3
24-Hour Totals: 381 550 931
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 830 25 845 41 845 66
P.M. 1430 55 1430 89 1430 144
Daily 1430 55 1430 89 1430 144
Generated by SPS 5.0.45P
County: 99
Station: 0127
Description: ON NW 28TH ST W OF NW 5TH AVE
Start Date: 06/16/2015
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 0 0 0 0 0 1 0 1 0 0 1 1 1
0100 0 1 0 0 1 1 0 0 0 0 0 1 1
0200 0 0 0 0 0 1 0 1 0 0 1 1 1
0300 0 0 0 0 0 1 0 0 0 0 0 1 0
0400 0 0 0 0 0 1 0 0 0 0 0 1 0
0500 0 0 0 0 0 1 0 0 0 0 0 1 0
0600 0 0 0 1 1 1 0 0 0 1 1 1 2
0700 0 1 1 0 2 1 1 4 3 2 10 1 12
0800 1 1 4 6 12 1 3 3 10 8 24 1 36
0900 1 5 4 6 16 1 3 4 2 7 16 1 32
1000 8 9 6 7 30 1 8 11 9 4 32 1 62
1100 8 3 4 3 18 1 11 7 9 4 31 1 49
1200 8 6 3 8 25 1 5 4 14 3 26 1 51
1300 0 6 4 12 22 1 5 13 9 6 33 1 55
1400 9 6 9 5 29 1 11 8 7 10 36 1 65
1500 8 7 11 8 34 1 8 9 6 13 36 1 70
1600 14 6 6 6 32 1 4 3 14 6 27 1 59
1700 9 2 11 11 33 1 5 8 11 12 36 1 69
1800 12 6 3 10 31 1 7 8 1 19 35 1 66
1900 4 3 0 2 9 1 2 2 0 4 8 1 17
2000 1 2 1 0 4 1 1 3 1 1 6 1 10
2100 0 0 1 0 1 1 4 0 1 0 5 1 6
2200 2 0 1 0 3 1 1 1 1 1 4 1 7
2300 0 1 0 0 1 1 0 3 0 0 3 1 4
24-Hour Totals: 304 371 675
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 830 16 830 25 830 41
P.M. 1515 40 1315 39 1730 78
Daily 1515 40 1315 39 1730 78
Generated by SPS 5.0.45P
County: 99
Station: 0128
Description: ON NW 28TH ST W OF NW 5TH AVE
Start Date: 06/10/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 5 9 3 3 20 1 0 2 2 1 5 1 25
0100 3 0 3 1 7 1 4 1 0 2 7 1 14
0200 4 4 3 1 12 1 2 0 1 0 3 1 15
0300 1 1 0 0 2 1 0 0 0 0 0 1 2
0400 0 0 0 3 3 1 0 0 0 0 0 1 3
0500 3 0 0 0 3 1 0 0 0 1 1 1 4
0600 1 0 1 3 5 1 4 3 1 10 18 1 23
0700 2 2 3 10 17 1 8 10 8 22 48 1 65
0800 8 4 12 17 41 1 12 23 36 55 126 1 167
0900 25 18 18 24 85 1 47 41 33 36 157 1 242
1000 26 31 40 28 125 1 44 45 48 39 176 1 301
1100 30 38 37 41 146 1 38 38 25 31 132 1 278
1200 43 46 37 53 179 1 33 20 44 34 131 1 310
1300 50 48 48 49 195 1 48 38 42 52 180 1 375
1400 51 63 45 57 216 1 43 39 40 50 172 1 388
1500 55 54 43 69 221 1 33 36 40 32 141 1 362
1600 62 53 68 48 231 1 46 34 24 26 130 1 361
1700 93 73 111 57 334 1 45 32 37 24 138 1 472
1800 69 36 21 27 153 1 23 20 21 25 89 1 242
1900 19 19 26 12 76 1 13 10 18 15 56 1 132
2000 20 23 18 17 78 1 8 1 4 10 23 1 101
2100 17 17 8 8 50 1 20 3 5 6 34 1 84
2200 18 12 8 8 46 1 8 5 4 2 19 1 65
2300 9 12 8 16 45 1 2 3 0 3 8 1 53
24-Hour Totals: 2290 1794 4084
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 78 830 179 845 254
P.M. 1700 334 1300 180 1700 472
Daily 1700 334 1300 180 1700 472
Generated by SPS 5.0.45P
County: 99
Station: 0129
Description: ON DA DORSEY AVE S OF NW 29TH ST
Start Date: 06/10/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 0 2 1 3 6 1 0 0 0 0 0 1 6
0100 1 4 1 0 6 1 0 0 0 0 0 1 6
0200 4 3 1 1 9 1 2 4 0 0 6 1 15
0300 0 0 0 0 0 1 0 0 0 0 0 1 0
0400 0 0 0 0 0 1 0 0 0 1 1 1 1
0500 0 0 0 0 0 1 0 0 2 1 3 1 3
0600 0 2 0 2 4 1 0 1 3 1 5 1 9
0700 1 1 4 4 10 1 4 3 7 6 20 1 30
0800 4 8 4 4 20 1 7 9 15 19 50 1 70
0900 7 7 7 4 25 1 9 11 9 21 50 1 75
1000 24 13 7 5 49 1 15 18 17 17 67 1 116
1100 10 8 7 19 44 1 19 10 12 11 52 1 96
1200 13 8 21 31 73 1 16 7 13 17 53 1 126
1300 11 23 15 15 64 1 11 21 14 15 61 1 125
1400 16 23 20 14 73 1 13 12 13 9 47 1 120
1500 18 12 10 19 59 1 14 10 10 10 44 1 103
1600 16 11 21 24 72 1 8 11 13 4 36 1 108
1700 35 26 27 17 105 1 8 9 6 8 31 1 136
1800 16 15 15 5 51 1 4 6 6 3 19 1 70
1900 19 18 8 4 49 1 5 8 0 3 16 1 65
2000 2 16 7 6 31 1 2 1 0 2 5 1 36
2100 6 6 8 11 31 1 1 4 7 4 16 1 47
2200 5 5 3 7 20 1 2 1 2 0 5 1 25
2300 9 5 1 4 19 1 0 1 2 1 4 1 23
24-Hour Totals: 820 591 1411
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 25 830 54 830 76
P.M. 1645 112 1245 63 1230 148
Daily 1645 112 945 71 1230 148
Generated by SPS 5.0.45P
County: 99
Station: 0130
Description: ON NW 2ND AVE S OF NW 29TH ST
Start Date: 06/10/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 39 28 29 20 116 1 17 16 21 21 75 1 191
0100 10 17 16 12 55 1 12 7 9 14 42 1 97
0200 7 18 13 10 48 1 6 9 7 5 27 1 75
0300 2 7 8 4 21 1 3 4 8 5 20 1 41
0400 3 7 6 5 21 1 1 3 1 9 14 1 35
0500 7 10 12 6 35 1 9 7 9 19 44 1 79
0600 9 17 12 22 60 1 20 20 43 42 125 1 185
0700 31 18 28 42 119 1 50 53 73 93 269 1 388
0800 45 43 43 37 168 1 93 96 97 106 392 1 560
0900 45 45 49 51 190 1 124 89 111 77 401 1 591
1000 65 58 49 70 242 1 95 92 66 110 363 1 605
1100 69 71 73 65 278 1 81 81 74 87 323 1 601
1200 87 74 75 77 313 1 111 97 94 116 418 1 731
1300 66 76 86 86 314 1 91 115 104 99 409 1 723
1400 82 79 77 73 311 1 102 105 92 82 381 1 692
1500 78 93 94 103 368 1 105 93 101 103 402 1 770
1600 98 101 119 126 444 1 94 83 124 137 438 1 882
1700 133 136 114 103 486 1 121 130 115 95 461 1 947
1800 113 99 67 68 347 1 99 96 89 80 364 1 711
1900 59 65 56 58 238 1 88 78 87 82 335 1 573
2000 63 64 47 58 232 1 71 73 89 65 298 1 530
2100 53 59 38 43 193 1 44 61 47 62 214 1 407
2200 37 52 47 37 173 1 53 55 55 51 214 1 387
2300 48 40 36 37 161 1 42 45 36 31 154 1 315
24-Hour Totals: 4933 6183 11116
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 176 845 430 845 606
P.M. 1630 514 1630 512 1630 1026
Daily 1630 514 1630 512 1630 1026
Generated by SPS 5.0.45P
County: 99
Station: 0131
Description: ON NW 1ST AVE S OF NW 29TH ST
Start Date: 06/10/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 3 5 2 1 11 1 1 0 0 2 3 1 14
0100 4 4 0 1 9 1 2 1 1 0 4 1 13
0200 2 0 1 0 3 1 1 3 2 0 6 1 9
0300 1 1 0 0 2 1 0 1 1 1 3 1 5
0400 0 0 1 1 2 1 0 0 2 0 2 1 4
0500 0 0 2 0 2 1 1 0 1 0 2 1 4
0600 1 0 3 1 5 1 1 0 0 1 2 1 7
0700 2 3 2 1 8 1 1 0 1 6 8 1 16
0800 5 2 6 3 16 1 4 2 2 11 19 1 35
0900 4 5 5 9 23 1 9 10 6 21 46 1 69
1000 8 4 6 10 28 1 7 2 6 4 19 1 47
1100 8 10 11 13 42 1 4 6 11 5 26 1 68
1200 6 9 5 13 33 1 7 10 11 7 35 1 68
1300 6 11 9 6 32 1 4 5 7 17 33 1 65
1400 12 14 8 11 45 1 6 12 11 10 39 1 84
1500 12 12 9 6 39 1 9 11 6 5 31 1 70
1600 12 13 22 13 60 1 10 9 8 10 37 1 97
1700 17 12 17 25 71 1 4 7 11 10 32 1 103
1800 32 40 28 25 125 1 11 23 13 9 56 1 181
1900 20 11 13 8 52 1 14 3 14 11 42 1 94
2000 9 11 4 7 31 1 7 10 9 3 29 1 60
2100 12 10 7 8 37 1 0 3 2 0 5 1 42
2200 10 7 5 9 31 1 0 0 3 4 7 1 38
2300 13 6 6 11 36 1 0 3 2 1 6 1 42
24-Hour Totals: 743 492 1235
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 830 18 845 36 845 53
P.M. 1745 125 1745 57 1745 182
Daily 1745 125 1815 59 1745 182
Generated by SPS 5.0.45P
County: 99
Station: 0134
Description: ON NORTH MIAMI AVE S OF NW 29TH ST
Start Date: 06/10/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 46 20 30 16 112 1 4 8 5 4 21 1 133
0100 12 23 17 12 64 1 6 9 7 3 25 1 89
0200 12 15 8 8 43 1 1 5 0 0 6 1 49
0300 5 4 8 4 21 1 0 4 2 4 10 1 31
0400 4 3 7 8 22 1 2 6 10 3 21 1 43
0500 8 8 5 13 34 1 1 3 20 23 47 1 81
0600 27 28 41 49 145 1 19 22 53 37 131 1 276
0700 46 42 53 84 225 1 66 68 126 139 399 1 624
0800 73 73 98 103 347 1 124 172 199 185 680 1 1027
0900 96 89 104 114 403 1 169 194 161 155 679 1 1082
1000 94 110 111 103 418 1 130 123 114 88 455 1 873
1100 110 98 112 132 452 1 101 116 127 126 470 1 922
1200 153 122 130 129 534 1 114 96 112 116 438 1 972
1300 159 134 147 129 569 1 142 120 129 144 535 1 1104
1400 165 154 161 144 624 1 111 130 141 154 536 1 1160
1500 155 161 215 214 745 1 119 111 150 131 511 1 1256
1600 220 236 244 255 955 1 121 134 105 112 472 1 1427
1700 297 262 232 205 996 1 86 78 107 63 334 1 1330
1800 199 171 150 131 651 1 57 28 50 52 187 1 838
1900 115 99 121 93 428 1 18 21 61 27 127 1 555
2000 103 93 83 81 360 1 30 23 20 25 98 1 458
2100 96 74 63 61 294 1 13 15 8 18 54 1 348
2200 55 61 39 44 199 1 9 23 29 3 64 1 263
2300 40 38 27 11 116 1 3 12 2 2 19 1 135
24-Hour Totals: 8757 6319 15076
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 392 830 747 830 1133
P.M. 1630 1058 1415 544 1615 1469
Daily 1630 1058 830 747 1615 1469
Generated by SPS 5.0.45P
County: 99
Station: 0137
Description: ON NW 6TH AVE S OF NW 29TH ST
Start Date: 06/18/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 0 1 2 5 8 1 4 0 4 0 8 1 16
0100 1 1 0 2 4 1 2 1 0 1 4 1 8
0200 2 2 0 0 4 1 0 2 0 0 2 1 6
0300 1 1 0 0 2 1 0 1 0 1 2 1 4
0400 0 2 0 0 2 1 2 3 0 0 5 1 7
0500 0 0 3 4 7 1 0 0 2 1 3 1 10
0600 0 3 2 2 7 1 1 1 5 5 12 1 19
0700 3 5 9 7 24 1 7 8 10 17 42 1 66
0800 9 11 6 11 37 1 11 26 20 31 88 1 125
0900 7 9 13 17 46 1 9 9 19 10 47 1 93
1000 16 11 13 15 55 1 12 9 10 6 37 1 92
1100 8 16 13 12 49 1 11 11 8 11 41 1 90
1200 9 22 21 17 69 1 16 16 13 15 60 1 129
1300 23 9 12 18 62 1 15 8 13 17 53 1 115
1400 16 14 22 28 80 1 7 13 16 15 51 1 131
1500 20 22 35 24 101 1 15 8 25 18 66 1 167
1600 44 29 31 39 143 1 9 16 16 21 62 1 205
1700 54 48 47 32 181 1 14 25 17 15 71 1 252
1800 29 19 15 23 86 1 11 13 11 13 48 1 134
1900 13 7 16 14 50 1 9 17 13 10 49 1 99
2000 14 15 11 6 46 1 11 10 5 7 33 1 79
2100 8 9 11 16 44 1 3 5 5 4 17 1 61
2200 6 6 6 2 20 1 9 4 4 6 23 1 43
2300 6 4 6 7 23 1 5 1 2 3 11 1 34
24-Hour Totals: 1150 835 1985
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 40 800 88 800 125
P.M. 1645 188 1645 77 1645 265
Daily 1645 188 800 88 1645 265
Generated by SPS 5.0.45P
County: 99
Station: 0138
Description: ON NW 3RD AVE N OF W 20TH ST
Start Date: 06/18/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 4 2 0 1 7 1 8 6 6 4 24 1 31
0100 1 0 2 3 6 1 2 6 5 5 18 1 24
0200 1 3 0 0 4 1 3 4 0 5 12 1 16
0300 2 1 3 1 7 1 0 2 1 2 5 1 12
0400 0 2 0 2 4 1 3 6 3 2 14 1 18
0500 2 3 1 2 8 1 1 5 5 8 19 1 27
0600 5 2 10 11 28 1 8 9 16 22 55 1 83
0700 8 11 9 13 41 1 17 16 18 24 75 1 116
0800 0 9 0 12 21 1 21 16 19 22 78 1 99
0900 0 0 13 13 26 1 14 17 9 2 42 1 68
1000 14 10 11 14 49 1 1 1 2 2 6 1 55
1100 12 15 7 9 43 1 1 0 0 1 2 1 45
1200 21 14 14 15 64 1 1 0 5 0 6 1 70
1300 12 12 13 16 53 1 1 0 1 2 4 1 57
1400 14 12 14 11 51 1 18 6 5 6 35 1 86
1500 10 14 18 13 55 1 9 1 3 8 21 1 76
1600 25 21 25 28 99 1 1 6 12 14 33 1 132
1700 28 32 16 17 93 1 15 5 6 0 26 1 119
1800 23 18 14 9 64 1 4 6 2 11 23 1 87
1900 0 5 0 0 5 1 1 3 0 5 9 1 14
2000 2 5 4 5 16 1 5 0 3 10 18 1 34
2100 6 9 13 15 43 1 13 14 13 26 66 1 109
2200 9 12 15 10 46 1 13 13 24 12 62 1 108
2300 12 9 10 6 37 1 15 12 13 9 49 1 86
24-Hour Totals: 870 702 1572
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 700 41 745 80 700 116
P.M. 1630 113 1615 47 1630 159
Daily 1630 113 745 80 1630 159
Generated by SPS 5.0.45P
County: 99
Station: 0139
Description: ON NW 1ST PL N OF W 20TH ST
Start Date: 06/18/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 1 0 0 0 1 1 3 1 1 0 5 1 6
0100 4 2 2 2 10 1 1 3 2 0 6 1 16
0200 1 2 0 0 3 1 2 1 0 0 3 1 6
0300 1 0 1 0 2 1 0 0 0 1 1 1 3
0400 1 0 0 0 1 1 0 0 0 0 0 1 1
0500 1 0 0 1 2 1 0 0 0 1 1 1 3
0600 0 1 2 4 7 1 0 0 0 3 3 1 10
0700 1 2 3 1 7 1 0 1 1 1 3 1 10
0800 2 1 5 12 20 1 0 0 1 0 1 1 21
0900 7 6 5 5 23 1 2 2 2 2 8 1 31
1000 6 1 7 3 17 1 1 1 2 2 6 1 23
1100 4 6 4 7 21 1 1 1 0 1 3 1 24
1200 8 5 7 3 23 1 1 1 0 0 2 1 25
1300 4 7 9 8 28 1 0 2 3 5 10 1 38
1400 5 3 4 6 18 1 0 3 0 1 4 1 22
1500 8 9 7 14 38 1 3 2 1 5 11 1 49
1600 11 11 13 5 40 1 1 2 6 7 16 1 56
1700 14 28 5 16 63 1 1 5 3 4 13 1 76
1800 18 9 15 11 53 1 2 1 2 3 8 1 61
1900 10 8 10 4 32 1 1 0 3 2 6 1 38
2000 5 1 7 2 15 1 1 1 0 1 3 1 18
2100 3 2 1 0 6 1 0 0 4 0 4 1 10
2200 3 2 0 1 6 1 1 0 2 1 4 1 10
2300 6 5 2 2 15 1 0 1 2 1 4 1 19
24-Hour Totals: 451 125 576
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 830 30 845 6 845 36
P.M. 1715 67 1630 19 1715 81
Daily 1715 67 1630 19 1715 81
Generated by SPS 5.0.45P
County: 99
Station: 0140
Description: ON NW 1ST CT N OF W 20TH ST
Start Date: 06/18/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 14 0 2 4 20 1 11 0 3 0 14 1 34
0100 4 3 1 2 10 1 3 4 4 3 14 1 24
0200 3 1 0 2 6 1 0 0 4 0 4 1 10
0300 3 1 0 0 4 1 1 1 0 0 2 1 6
0400 0 1 0 3 4 1 0 1 2 3 6 1 10
0500 3 4 1 1 9 1 1 0 3 2 6 1 15
0600 3 6 2 6 17 1 2 2 2 5 11 1 28
0700 6 8 7 8 29 1 2 0 1 2 5 1 34
0800 5 5 10 9 29 1 1 7 2 1 11 1 40
0900 8 10 12 8 38 1 2 5 6 1 14 1 52
1000 11 10 7 5 33 1 16 3 0 0 19 1 52
1100 18 6 11 13 48 1 15 6 8 2 31 1 79
1200 13 12 12 11 48 1 0 2 6 2 10 1 58
1300 16 9 11 8 44 1 5 2 0 1 8 1 52
1400 13 18 6 17 54 1 2 7 4 0 13 1 67
1500 16 12 11 11 50 1 6 8 4 1 19 1 69
1600 16 23 19 18 76 1 2 14 5 5 26 1 102
1700 22 21 25 21 89 1 2 0 10 5 17 1 106
1800 20 16 10 13 59 1 6 6 0 0 12 1 71
1900 0 2 3 3 8 1 0 0 0 5 5 1 13
2000 8 8 5 8 29 1 3 1 2 4 10 1 39
2100 5 3 5 5 18 1 5 6 3 2 16 1 34
2200 4 8 5 3 20 1 3 3 1 2 9 1 29
2300 4 1 4 4 13 1 6 5 3 5 19 1 32
24-Hour Totals: 755 301 1056
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 845 39 845 14 845 53
P.M. 1700 89 1730 27 1730 109
Daily 1700 89 1100 31 1730 109
Generated by SPS 5.0.45P
County: 99
Station: 0141
Description: NW 1ST AVE N OF W 20TH ST
Start Date: 06/18/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 1 3 2 0 6 1 1 0 3 0 4 1 10
0100 2 0 5 0 7 1 1 2 1 0 4 1 11
0200 2 0 2 0 4 1 6 1 0 0 7 1 11
0300 0 1 0 0 1 1 1 2 0 0 3 1 4
0400 2 0 0 0 2 1 1 0 0 5 6 1 8
0500 1 0 3 4 8 1 7 3 3 5 18 1 26
0600 2 4 3 9 18 1 2 3 3 5 13 1 31
0700 7 6 10 5 28 1 3 20 18 24 65 1 93
0800 23 6 9 8 46 1 39 28 34 28 129 1 175
0900 10 13 10 14 47 1 26 15 13 9 63 1 110
1000 14 4 8 9 35 1 17 9 9 21 56 1 91
1100 14 5 13 7 39 1 25 14 17 10 66 1 105
1200 14 24 21 17 76 1 10 25 16 14 65 1 141
1300 21 14 15 11 61 1 7 20 10 12 49 1 110
1400 11 7 6 6 30 1 15 17 9 15 56 1 86
1500 14 9 2 3 28 1 20 18 31 31 100 1 128
1600 15 18 16 15 64 1 23 19 33 13 88 1 152
1700 7 19 32 22 80 1 33 30 27 15 105 1 185
1800 12 15 14 18 59 1 21 17 2 11 51 1 110
1900 9 9 10 4 32 1 8 11 13 4 36 1 68
2000 4 6 6 4 20 1 2 5 12 8 27 1 47
2100 5 4 1 2 12 1 6 3 5 3 17 1 29
2200 2 8 4 4 18 1 8 4 0 0 12 1 30
2300 3 6 4 2 15 1 9 6 1 0 16 1 31
24-Hour Totals: 736 1056 1792
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 800 46 800 129 800 175
P.M. 1715 85 1630 109 1700 185
Daily 1715 85 800 129 1700 185
Generated by SPS 5.0.45P
County: 99
Station: 0142
Description: ON NW MIAMI CT N OF W 20TH ST
Start Date: 06/18/2015
Start Time: 0000
Direction: N
Direction: S Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 0 1 0 0 1 1 1 1 0 0 2 1 3
0100 0 0 0 0 0 1 0 1 0 0 1 1 1
0200 0 0 0 0 0 1 0 0 0 0 0 1 0
0300 0 1 0 0 1 1 0 0 0 0 0 1 1
0400 0 0 0 0 0 1 0 0 0 0 0 1 0
0500 0 4 15 11 30 1 0 5 15 14 34 1 64
0600 6 7 2 9 24 1 0 7 8 1 16 1 40
0700 18 5 7 12 42 1 12 4 7 4 27 1 69
0800 18 9 6 8 41 1 7 4 10 4 25 1 66
0900 6 10 10 16 42 1 16 8 10 11 45 1 87
1000 15 11 14 7 47 1 21 7 14 11 53 1 100
1100 10 12 9 8 39 1 24 9 5 19 57 1 96
1200 12 11 14 10 47 1 19 12 9 5 45 1 92
1300 7 11 6 5 29 1 8 11 26 16 61 1 90
1400 4 11 20 14 49 1 12 12 16 17 57 1 106
1500 22 14 11 9 56 1 17 15 6 2 40 1 96
1600 8 19 10 10 47 1 5 15 19 6 45 1 92
1700 11 17 20 25 73 1 7 5 5 11 28 1 101
1800 14 13 6 13 46 1 2 4 2 4 12 1 58
1900 4 8 5 4 21 1 0 2 5 2 9 1 30
2000 2 2 3 3 10 1 0 0 3 1 4 1 14
2100 2 2 6 1 11 1 0 3 4 7 14 1 25
2200 0 0 1 1 2 1 2 0 2 2 6 1 8
2300 0 0 1 0 1 1 2 3 1 2 8 1 9
24-Hour Totals: 659 589 1248
Peak Volume Information
Direction: N Direction: S Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 730 46 830 38 845 72
P.M. 1715 76 1330 66 1430 135
Daily 1715 76 1330 66 1430 135
Generated by SPS 5.0.45P
County: 99
Station: 0143
Description: ON NW 21ST ST W OF N MIAMI AVE
Start Date: 06/18/2015
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 1 0 0 0 1 1 0 1 0 0 1 1 2
0100 2 1 0 1 4 1 0 2 2 0 4 1 8
0200 0 0 1 1 2 1 1 1 0 1 3 1 5
0300 0 0 0 1 1 1 0 0 0 1 1 1 2
0400 1 0 0 1 2 1 0 0 2 0 2 1 4
0500 1 0 4 0 5 1 0 1 4 5 10 1 15
0600 1 5 3 4 13 1 2 3 2 8 15 1 28
0700 4 2 7 4 17 1 7 3 4 7 21 1 38
0800 10 3 5 4 22 1 9 8 8 13 38 1 60
0900 6 4 5 5 20 1 16 8 10 13 47 1 67
1000 11 4 9 4 28 1 14 9 10 8 41 1 69
1100 6 8 9 8 31 1 17 11 6 6 40 1 71
1200 8 7 13 13 41 1 11 10 15 8 44 1 85
1300 7 8 6 4 25 1 7 10 19 8 44 1 69
1400 8 13 7 11 39 1 11 9 13 6 39 1 78
1500 14 8 8 5 35 1 10 13 10 8 41 1 76
1600 10 12 13 13 48 1 6 12 14 9 41 1 89
1700 14 15 15 16 60 1 13 8 10 6 37 1 97
1800 19 11 10 5 45 1 8 5 7 10 30 1 75
1900 0 0 1 2 3 1 2 5 9 3 19 1 22
2000 3 8 4 8 23 1 3 5 6 2 16 1 39
2100 1 11 3 1 16 1 4 7 3 1 15 1 31
2200 3 5 1 4 13 1 1 6 1 3 11 1 24
2300 4 2 2 0 8 1 6 1 0 4 11 1 19
24-Hour Totals: 502 571 1073
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 730 24 845 47 845 66
P.M. 1715 65 1315 48 1615 100
Daily 1715 65 1315 48 1615 100
Generated by SPS 5.0.45P
County: 99
Station: 0144
Description: ON NW 22ND ST W OF N MIAMI CT
Start Date: 06/18/2015
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 2 1 4 2 9 1 0 0 0 1 1 1 10
0100 2 0 0 0 2 1 2 0 0 2 4 1 6
0200 1 1 1 0 3 1 0 0 0 0 0 1 3
0300 0 0 5 1 6 1 0 0 0 0 0 1 6
0400 3 6 0 0 9 1 1 0 0 0 1 1 10
0500 0 0 0 0 0 1 0 0 1 1 2 1 2
0600 0 0 2 6 8 1 0 2 1 2 5 1 13
0700 1 1 2 11 15 1 5 2 4 5 16 1 31
0800 13 11 22 13 59 1 3 8 14 4 29 1 88
0900 7 2 2 10 21 1 8 8 2 6 24 1 45
1000 7 6 8 6 27 1 7 5 6 4 22 1 49
1100 9 4 4 5 22 1 2 5 7 3 17 1 39
1200 14 6 5 5 30 1 4 7 4 3 18 1 48
1300 7 3 10 4 24 1 8 6 7 11 32 1 56
1400 7 16 8 10 41 1 8 4 10 11 33 1 74
1500 6 8 15 6 35 1 9 6 5 7 27 1 62
1600 6 17 9 14 46 1 12 5 4 3 24 1 70
1700 11 10 15 10 46 1 6 4 5 8 23 1 69
1800 18 12 6 9 45 1 4 8 8 0 20 1 65
1900 3 6 2 10 21 1 6 3 4 2 15 1 36
2000 5 3 6 1 15 1 2 0 3 1 6 1 21
2100 4 8 5 2 19 1 1 6 1 1 9 1 28
2200 2 3 8 4 17 1 2 1 3 1 7 1 24
2300 3 2 4 1 10 1 4 2 2 0 8 1 18
24-Hour Totals: 530 343 873
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 800 59 815 34 800 88
P.M. 1730 55 1430 36 1730 80
Daily 800 59 1430 36 800 88
Generated by SPS 5.0.45P
County: 99
Station: 0145
Description: ON NW 22ND ST W OF NW 2ND AVE
Start Date: 06/18/2015
Start Time: 0000
Direction: E
Direction: W Combined
Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total
0000 3 4 1 1 9 1 2 2 0 0 4 1 13
0100 2 1 2 1 6 1 0 0 3 0 3 1 9
0200 5 1 1 2 9 1 1 1 0 1 3 1 12
0300 0 0 2 2 4 1 0 0 2 3 5 1 9
0400 1 0 4 0 5 1 1 0 1 1 3 1 8
0500 1 1 5 2 9 1 0 0 0 2 2 1 11
0600 4 3 3 6 16 1 0 2 1 2 5 1 21
0700 4 11 8 13 36 1 3 4 2 4 13 1 49
0800 10 9 10 5 34 1 0 0 5 1 6 1 40
0900 7 9 6 6 28 1 2 5 1 2 10 1 38
1000 4 4 6 8 22 1 4 4 11 7 26 1 48
1100 9 12 5 4 30 1 1 1 0 0 2 1 32
1200 5 7 13 9 34 1 2 2 5 3 12 1 46
1300 11 3 6 13 33 1 4 3 3 6 16 1 49
1400 14 10 10 10 44 1 2 0 0 2 4 1 48
1500 11 10 6 12 39 1 2 2 1 3 8 1 47
1600 16 12 16 17 61 1 4 3 2 0 9 1 70
1700 14 20 10 10 54 1 1 0 1 1 3 1 57
1800 18 9 12 17 56 1 7 1 0 7 15 1 71
1900 8 12 15 10 45 1 0 1 1 6 8 1 53
2000 2 8 7 5 22 1 3 5 1 0 9 1 31
2100 8 11 6 7 32 1 0 0 0 0 0 1 32
2200 8 3 1 6 18 1 0 0 0 0 0 1 18
2300 6 2 4 5 17 1 0 0 0 2 2 1 19
24-Hour Totals: 663 168 831
Peak Volume Information
Direction: E Direction: W Combined Directions
Hour Volume Hour Volume Hour Volume
A.M. 715 42 700 13 715 52
P.M. 1630 67 1300 16 1800 71
Daily 1630 67 1000 26 1800 71
Generated by SPS 5.0.45P
CALTRAN
ENGINEERING GROUP
Appendix C
Transit & Capacity Data
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
TABLE 7
Generalized Peak Hour Directional Volumes for Florida's
Urbanized Areas'
12/18/12
INTERRUPTED FLOW FACILITIES
UNINTERRUPTED FLOW FACILITIES
STATE SIGNALIZED ARTERIALS
Class I (40 mph or higher posted speed limit)
FREEWAYS
Lanes B C D E
2 2,260 3,020 3,660 3,940
3 3,360 4,580 5,500 6,080
4 4,500 6,080 7,320 8,220
5 5,660 7,680 9,220 10,360
6 7,900 10,320 12,060 12,500
Freeway Adjustments
Auxiliary Ramp
Lane Metering
+ 1,000 + 5%
Lanes Median B C D E
1 Undivided * 830 880 **
2 Divided * 1,910 2,000 **
3 Divided * 2,940 3,020 **
4 Divided * 3,970 4,040 **
Class II (35 mph or slower posted speed limit)
Lanes Median B C D E
1 Undivided * 370 750 800
2 Divided * 730 1,630 1,700
3 Divided * 1,170 2,520 2,560
4 Divided * 1,610 3,390 3,420
Non -State Signalized Roadway Adjustments
(Alter corresponding state volumes
by the indicated percent.)
Non -State Signalized Roadways - 10%
Median & Turn Lane Adjustments
Exclusive Exclusive Adjustment
Lanes Median Left Lanes Right Lanes Factors
1 Divided Yes No +5%
1 Undivided No No -20%
Multi Undivided Yes No -5%
Multi Undivided No No -25%
Yes + 5%
One -Way Facility Adjustment
Multiply the corresponding directional
volumes in this table by 1.2
UNINTERRUPTED FLOW HIGHWAYS
Lanes Median B C D E
1 Undivided 420 840 1,190 1,640
2 Divided 1,810 2,560 3,240 3,590
3 Divided 2,720 3,840 4,860 5,380
Uninterrupted Flow Highway Adjustments
Lanes Median Exclusive left lanes Adjustment factors
1 Divided Yes +5%
Multi Undivided Yes -5%
Multi Undivided No -25%
BICYCLE MODE2
(Multiply motorized vehicle volumes shown below by number of
directional roadway lanes to determine two-way maximum service
volumes.)
Paved Shoulder/Bicycle
y
Lane Coverage B C D E
0-49% * 150 390 1,000
50-84% 110 340 1,000 >1,000
85-100% 470 1,000 >1,000 **
PEDESTRIAN MODE2
(Multiply motorized vehicle volumes shown below by number of
directional roadway lanes to determine two-way maximum service
volumes.)
Sidewalk Coverage B C D E
0-49% * * 140 480
50-84% * 80 440 800
85-100% 200 540 880 >1,000
BUS MODE (Scheduled Fixed Route)3
(Buses in peak hour in peak direction)
Sidewalk Coverage B C D E
0-84% > 5 > 4 > 3 > 2
85-100% > 4 > 3 > 2 > 1
'Values shown are presented as peak hour directional volumes for levels of service and
are for the automobile/truck modes unless specifically stated. This table does not
constitute a standard and should be used only for generalplanning applications. The
computer models from which this table is derived should be used for more specific
planning applications. The table and deriving computer models should not be used for
corridor or intersection design, where more refined techniques exist. Calculations are
based on planning applications of the Highway Capacity Manual and the Transit
Capacity and Quality of Service Manual.
2 Level of service for the b icyc le and pedestrian modes in this table is bas ed on number
of motorized vehicles, not number of bicyclists or pedestrians using the facility.
3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic
flow.
* Cannot be achieved using table input value defaults.
** Not applicable for that level of service letter grade. For the automobile mode,
volumes greater than level of servic e D become F because intersection capacities have
been reached. For the bicycle mode, the level of service letter grade (including F) is not
achievablebecause there is no maximum vehicle volume threshold using table input
value defaults.
Source:
Florida Department of Transportation
Systems Planning Office
www.dot.state.flus/planning/systems/sm/los/default.shtm
2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES
95
95 owl 36
„)11
95
,
Ala
rail
fl
571
6
AM
Souhbound
From
NW 29th street
To 'Avg.
JIM
NW 6 Avenue
Load
Avg. Toad per bound
Avg. load per time period
7.22
6.20
5.02
NW 29th street
NW 5 Avenue
7.33
6.20
5.02
NW 29th street
NW 3 Avenue
6.89
6.18
5.02
NW 29th street
NW 2 Avenue
6.78
6.18
5.02
NW 29th street
NW 1st Avenue
7.11
6.19
5.02
NW 29th street
N Miami Avenue
7.11
6.19
5.02
N Miami Avenue
NW 27th Street
7.11
6.19
5.02
N Miami Avenue
NW 25th Street
7.11
6.19
5.02
N Miami Avenue
NW 23th Street
7.11
6.19
5.02
N Miami Avenue
NW 21th Street
7.11
6.19
5.02
N Miami Avenue
NW 20th Street
7.11
6.19
5.02
NW 29th street
NW 6 Avenue
5.90
6.14
5.02
NW 29th street
NW 5 Avenue
5.90
6.14
5.02
NW 29th street
NW 3 Avenue
5.80
6.13
5.02
NW 29th street
NW 2 Avenue
5.00
6.10
5.02
NW 29th street
NW 1st Avenue
5.00
6.10
5.02
NW 29th street
N Miami Avenue
5.00
6.10
5.02
N Miami Avenue
NW 27th Street
5.00
6.10
5.02
N Miami Avenue
NW 25th Street
5.00
6.10
5.02
N Miami Avenue
NW 23th Street
4.90
6.10
5.02
N Miami Avenue
NW 21th Street
4.90
6.10
5.02
N Miami Avenue
NW 20th Street
4.90
6.10
5.02
Northbound
N Miami Avenue
NE 20th Street
2.44
2.42
4.91
N Miami Avenue
NE 22th Street
2.44
2.42
4.91
N Miami Avenue
NE 24th Street
2.11
2.39
4.91
N Miami Avenue
NE 26th Street
1.89
2.37
4.91
N Miami Avenue
NW 29th Street
1.89
2.37
4.91
N Miami Avenue
NE 20th Street
2.89
2.47
4.91
N Miami Avenue
NE 22th Street
2.89
2.47
4.91
N Miami Avenue
NE 24th Street
2.89
2.47
4.91
N Miami Avenue
NE 26th Street
2.89
2.47
4.91
N Miami Avenue
NW 29th Street
1.90
2.38
4.91
6
PM
Southbound
NW 29th street
NW 6 Avenue
2.08
3.75
3.25
NW 29th street
NW 5 Avenue
2.31
3.75
3.25
NW 29th street
NW 3 Avenue
2.31
3.77
3.25
NW 29th street
NW 2 Avenue
2.62
3.77
3.25
NW 29th street
NW 1st Avenue
2.62
3.76
3.25
NW 29th street
N Miami Avenue
2.54
3.76
3.25
N Miami Avenue
NW 27th Street
2.54
3.78
3.25
N Miami Avenue
NW 25th Street
2.85
3.78
3.25
N Miami Avenue
NW 23th Street
2.85
3.78
3.25
N Miami Avenue
NW 21th Street
2.85
3.79
3.25
N Miami Avenue
NW 20th Street
3.08
3.87
3.25
NW 29th street
NW 6 Avenue
4.91
3.86
3.25
NW 29th street
NW 5 Avenue
4.82
3.87
3.25
NW 29th street
NW 3 Avenue
5.09
3.87
3.25
NW 29th street
NW 2 Avenue
5
3.87
3.25
NW 29th street
NW 1st Avenue
5
3.87
3.25
NW 29th street
N Miami Avenue
5.09
3.87
3.25
N Miami Avenue
NW 27th Street
5.09
3.87
3.25
N Miami Avenue
NW 25th Street
5.09
3.87
3.25
N Miami Avenue
NW 23th Street
5.09
3.87
3.25
N Miami Avenue
NW 21th Street
5.09
3.87
3.25
N Miami Avenue
NW 20th Street
5.09
3.75
3.25
Northbound
N Miami Avenue
NE 20th Street
2.3
1.97
3.19
N Miami Avenue
NE 22th Street
2.4
1.98
3.19
N Miami Avenue
NE 24th Street
2.4
1.98
3.19
N Miami Avenue
NE 26th Street
2.3
1.97
3.19
N Miami Avenue
NW 29th Street
2.3
1.97
3.19
N Miami Avenue
NE 20th Street
1.67
1.91
3.19
N Miami Avenue
NE 22th Street
1.55
1.90
3.19
N Miami Avenue
NE 24th Street
1.45
1.89
3.19
N Miami Avenue
NE 26th Street
1.45
1.89
3.19
N Miami Avenue
NW 29th Street
1.55
1.90
3.19
r=17 Peak AM
Peak PM
Ca
Capacity
6.20
3.87
55
Bus Route.
Period
Bound
From
To
Avg. Load
Avg. load per bound
Avg. load per time period
2
AM
Southbound
NW 2nd Avenue
NW 29th Street
17.25
17.99
14.35
NW 2nd Avenue
NW 27th Street
16.25
17.97
14.35
NW 2nd Avenue
NW 25th Street
15
17.94
14.35
NW 2nd Avenue
NW 22rd Lane
14.75
17.93
14.35
NW 2nd Avenue
NW 22rd Street
14.5
17.93
14.35
NW 2nd Avenue
NW 20th Terrance
13.25
17.90
14.35
NW 2nd Avenue
NW 20th Street
13.25
17.90
14.35
NW 2nd Avenue
NW 29th Street
30.11
18.29
14.35
NW 2nd Avenue
NW 27th Street
29.44
18.27
14.35
NW 2nd Avenue
NW 25th Street
29.11
18.27
14.35
NW 2nd Avenue
NW 22rd Lane
28.44
18.25
14.35
NW 2nd Avenue
NW 22rd Street
28.33
18.25
14.35
NW 2nd Avenue
NW 20th Terrance
27.44
18.23
14.35
NW 2nd Avenue
NW 20th Street
27.44
18.23
14.35
NW 2nd Avenue
NW 29th Street
24
18.15
14.35
NW 2nd Avenue
NW 27th Street
25.17
18.17
14.35
NW 2nd Avenue
NW 25th Street
25.5
18.18
14.35
NW 2nd Avenue
NW 22rd Lane
24.83
18.17
14.35
NW 2nd Avenue
NW 22rd Street
24.83
18.17
14.35
NW 2nd Avenue
NW 20th Terrance
23.83
18.14
14.35
NW 2nd Avenue
NW 20th Street
23.83
18.14
14.35
NW 2nd Avenue
NW 29th Street
10.33
17.83
14.35
NW 2nd Avenue
NW 27th Street
9.88
17.82
14.35
NW 2nd Avenue
NW 25th Street
9.75
17.82
14.35
NW 2nd Avenue
NW 22rd Lane
10.78
17.84
14.35
NW 2nd Avenue
NW 22rd Street
9.25
17.80
14.35
NW 2nd Avenue
NW 20th Terrance
8.88
17.79
14.35
NW 2nd Avenue
NW 20th Street
8.88
17.79
14.35
NW 2nd Avenue
NW 29th Street
18.33
18.01
14.35
NW 2nd Avenue
NW 27th Street
18.33
18.01
14.35
NW 2nd Avenue
NW 25th Street
17.89
18.00
14.35
NW 2nd Avenue
NW 22rd Lane
17.22
17.99
14.35
NW 2nd Avenue
NW 22rd Street
16.67
17.98
14.35
NW 2nd Avenue
NW 20th Terrance
16.89
17.98
14.35
NW 2nd Avenue
NW 20th Street
16.67
17.98
14.35
NW 2nd Avenue
NW 29th Street
12.5
17.88
14.35
NW 2nd Avenue
NW 27th Street
12.5
17.88
14.35
NW 2nd Avenue
NW 25th Street
13
17.89
14.35
NW 2nd Avenue
NW 22rd Lane
13
17.89
14.35
NW 2nd Avenue
NW 22rd Street
13
17.89
14.35
NW 2nd Avenue
NW 20th Terrance
13
17.89
14.35
NW 2nd Avenue
NW 20th Street
13
17.89
14.24
Northbound
NW 3rd Avenue
NW 20th Street
8.67
9.82
14.24
NW 2nd Avenue
NW 20th Street
9.17
9.83
14.24
NW 2nd Avenue
NW 22th Street
9.58
9.85
14.24
NW 2nd Avenue
NW 24th Street
9.42
9.84
14.24
NW 2nd Avenue
NW 25th Street
9.67
9.85
14.24
NW 2nd Avenue
NW 27th Street
9.5
9.84
14.24
NW 2nd Avenue
NW 29th Street
9.42
9.84
14.24
NW 3rd Avenue
NW 20th Street
7.6
9.79
14.24
NW 2nd Avenue
NW 20th Street
9
9.83
14.24
NW 2nd Avenue
NW 22th Street
9.56
9.85
14.24
NW 2nd Avenue
NW 24th Street
8.7
9.82
14.24
NW 2nd Avenue
NW 25th Street
8
9.80
14.24
NW 2nd Avenue
NW 27th Street
8.1
9.81
14.24
NW 2nd Avenue
NW 29th Street
8
9.80
14.24
NW 3rd Avenue
NW 20th Street
7.5
9.79
14.24
NW 2nd Avenue
NW 20th Street
7.5
9.79
14.24
NW 2nd Avenue
NW 22th Street
7.5
9.79
14.24
NW 2nd Avenue
NW 24th Street
7.5
9.79
14.24
NW 2nd Avenue
NW 25th Street
7.5
9.79
14.24
NW 2nd Avenue
NW 27th Street
7.25
9.78
14.24
NW 2nd Avenue
NW 29th Street
7
9.77
14.24
NW 3rd Avenue
NW 20th Street
10
9.86
14.24
NW 2nd Avenue
NW 20th Street
11
9.89
14.24
NW 2nd Avenue
NW 22th Street
11
9.89
14.24
NW 2nd Avenue
NW 24th Street
11
9.89
14.24
NW 2nd Avenue
NW 25th Street
10.5
9.87
14.24
NW 2nd Avenue
NW 27th Street
10.67
9.88
14.24
NW 2nd Avenue
NW 29th Street
9.67
9.85
14.25
NW 3rd Avenue
NW 20th Street
14.78
9.99
14.25
NW 2nd Avenue
NW 20th Street
14.89
9.99
14.25
NW 2nd Avenue
NW 22th Street
14.56
9.98
14.25
NW 2nd Avenue
NW 24th Street
14.33
9.98
14.25
NW 2nd Avenue
NW 25th Street
13
9.94
14.25
NW 2nd Avenue
NW 27th Street
12.78
9.94
14.24
NW 2nd Avenue
NW 29th Street
10.56
9.87
14.24
0=17 Peak AM
Peak PM
Ca
Capacity
18.29
18.82
165
Bus Route.
Period
Bound
From
To
Avg. Load
Avg. Ioad per bound
Avg. load per time period
2
PM
Southbound
NW 2nd Avenue
NW 29th Street
6.17
9.79
13.82
NW 2nd Avenue
NW 27th Street
6.5
9.81
13.82
NW 2nd Avenue
NW 25th Street
7.17
9.81
13.82
NW 2nd Avenue
NW 22rd Lane
7.17
9.77
13.82
NW 2nd Avenue
NW 22rd Street
5.5
9.77
13.82
NW 2nd Avenue
NW 20th Terrance
5.17
9.77
13.82
NW 2nd Avenue
NW 20th Street
5.17
9.86
13.82
NW 2nd Avenue
NW 29th Street
9
9.87
13.82
NW 2nd Avenue
NW 27th Street
9.57
9.89
13.82
NW 2nd Avenue
NW 25th Street
10.43
9.90
13.82
NW 2nd Avenue
NW 22rd Lane
10.86
9.90
13.82
NW 2nd Avenue
NW 22rd Street
10.86
9.91
13.82
NW 2nd Avenue
NW 20th Terrance
11.29
9.91
13.82
NW 2nd Avenue
NW 20th Street
11.29
9.86
13.82
NW 2nd Avenue
NW 29th Street
9.11
9.84
13.82
NW 2nd Avenue
NW 27th Street
8.33
9.85
13.82
NW 2nd Avenue
NW 25th Street
8.67
9.86
13.82
NW 2nd Avenue
NW 22rd Lane
9
9.84
13.82
NW 2nd Avenue
NW 22rd Street
8.44
9.84
13.82
NW 2nd Avenue
NW 20th Terrance
8.44
9.84
13.82
NW 2nd Avenue
NW 20th Street
8.44
9.80
13.82
NW 2nd Avenue
NW 29th Street
6.67
9.80
13.82
NW 2nd Avenue
NW 27th Street
6.67
9.80
13.82
NW 2nd Avenue
NW 25th Street
6.67
9.82
13.82
NW 2nd Avenue
NW 22rd Lane
7.33
9.81
13.82
NW 2nd Avenue
NW 22rd Street
7
9.86
13.82
NW 2nd Avenue
NW 20th Terrance
9.33
9.86
13.82
NW 2nd Avenue
NW 20th Street
9.33
9.98
13.82
NW 2nd Avenue
NW 29th Street
14.22
9.98
13.82
NW 2nd Avenue
NW 27th Street
14.44
9.99
13.82
NW 2nd Avenue
NW 25th Street
14.67
10.00
13.82
NW 2nd Avenue
NW 22rd Lane
15
10.00
13.82
NW 2nd Avenue
NW 22rd Street
15.11
10.00
13.82
NW 2nd Avenue
NW 20th Terrance
15.11
10.00
13.82
NW 2nd Avenue
NW 20th Street
15.11
9.88
13.82
NW 2nd Avenue
NW 29th Street
9.89
9.88
13.82
NW 2nd Avenue
NW 27th Street
10
9.93
13.82
NW 2nd Avenue
NW 25th Street
12
9.93
13.82
NW 2nd Avenue
NW 22rd Lane
12.22
9.92
13.82
NW 2nd Avenue
NW 22rd Street
11.78
9.95
13.82
NW 2nd Avenue
NW 20th Terrance
12.89
9.94
13.82
NW 2nd Avenue
NW 20th Street
12.78
10.13
13.82
Northbound
NW 3rd Avenue
NW 20th Street
20.71
18.71
13.93
NW 2nd Avenue
NW 20th Street
22.67
18.76
13.93
NW 2nd Avenue
NW 22th Street
23
18.77
13.93
NW 2nd Avenue
NW 24th Street
23
18.77
13.93
NW 2nd Avenue
NW 25th Street
23.33
18.78
13.93
NW 2nd Avenue
NW 27th Street
24
18.80
13.93
NW 2nd Avenue
NW 29th Street
24.83
18.82
13.93
NW 3rd Avenue
NW 20th Street
21.13
18.72
13.93
NW 2nd Avenue
NW 20th Street
20.63
18.71
13.93
NW 2nd Avenue
NW 22th Street
21.25
18.72
13.93
NW 2nd Avenue
NW 24th Street
20.88
18.71
13.93
NW 2nd Avenue
NW 25th Street
21
18.72
13.93
NW 2nd Avenue
NW 27th Street
21.88
18.74
13.93
NW 2nd Avenue
NW 29th Street
23
18.77
13.93
NW 3rd Avenue
NW 20th Street
15.33
18.56
13.93
NW 2nd Avenue
NW 20th Street
15.83
18.57
13.93
NW 2nd Avenue
NW 22th Street
15.83
18.57
13.93
NW 2nd Avenue
NW 24th Street
16
18.58
13.93
NW 2nd Avenue
NW 25th Street
16
18.58
13.93
NW 2nd Avenue
NW 27th Street
16.5
18.59
13.93
NW 2nd Avenue
NW 29th Street
17.83
18.63
13.93
NW 3rd Avenue
NW 20th Street
17.33
18.61
13.93
NW 2nd Avenue
NW 20th Street
17.44
18.62
13.93
NW 2nd Avenue
NW 22th Street
17.44
18.62
13.93
NW 2nd Avenue
NW 24th Street
17.67
18.62
13.93
NW 2nd Avenue
NW 25th Street
17.33
18.61
13.93
NW 2nd Avenue
NW 27th Street
17.78
18.63
13.93
NW 2nd Avenue
NW 29th Street
17.89
18.63
13.93
NW 3rd Avenue
NW 20th Street
13.86
18.52
13.93
NW 2nd Avenue
NW 20th Street
15
18.55
13.93
NW 2nd Avenue
NW 22th Street
15
18.55
13.93
NW 2nd Avenue
NW 24th Street
15.14
18.55
13.93
NW 2nd Avenue
NW 25th Street
15
18.55
13.93
NW 2nd Avenue
NW 27th Street
15.57
18.57
13.93
NW 2nd Avenue
NW 29th Street
15.71
18.57
13.93
0=17 Peak AM
Peak PM
Ca
Capacity
18.29
18.82
165
Bus Route.
oerkg`l
BOWL
From
To
Avg. Load
Avg. Toad per bound
Avg. Toad per time period
32
AM
N thb d
NW 20th Street
NW Miami Court
11
11.67
15.52
NW 20th Street
NW lth Court
10.91
11.66
15.52
NW 20th Street
NW 2nd Avenue
11.09
11.67
15.52
NW 20th Street
NW 3rd Avenue
12.36
11.72
15.52
NW 20th Street
NW 4th Court
12.55
11.73
15.52
NW 20th Street
NW 5th Court
12.73
11.74
15.52
NW 20th Street
NW Miami Court
14.63
11.81
15.53
NW 20th Street
NW lth Court
14.88
11.82
15.53
NW 20th Street
NW 2nd Avenue
15.25
11.84
15.53
NW 20th Street
NW 3rd Avenue
16.13
11.87
15.53
NW 20th Street
NW 4th Court
16.25
11.88
15.53
NW 20th Street
NW 5th Court
15.5
11.85
15.53
NW 20th Street
NW Miami Court
7.67
11.53
15.52
NW 20th Street
NW lth Court
8
11.55
15.52
NW 20th Street
NW 2nd Avenue
8
11.55
15.52
NW 20th Street
NW 3rd Avenue
8.67
11.57
15.52
NW 20th Street
NW 4th Court
8.33
11.56
15.52
NW 20th Street
NW 5th Court
8.33
11.56
15.52
NW 20th Street
NW Miami Court
9.89
11.62
15.52
NW 20th Street
NW lth Court
10.33
11.64
15.52
NW 20th Street
NW 2nd Avenue
11.05
11.67
15.52
NW 20th Street
NW 3rd Avenue
12.37
11.72
15.52
NW 20th Street
NW 4th Court
12.42
11.72
15.52
NW 20th Street
NW 5th Court
12.32
11.72
15.52
PM
NW 20th Street
NW Miami Court
19.67
19.52
15.52
NW 20th Street
NW lth Court
20.33
19.54
15.52
NW 20th Street
NW 2nd Avenue
19.89
19.53
15.68
NW 20th Street
NW 3rd Avenue
21.11
19.57
15.68
NW 20th Street
NW 4th Court
21.11
19.57
15.68
NW 20th Street
NW 5th Court
21
19.57
15.68
NW 20th Street
NW Miami Court
17.6
19.43
15.68
NW 20th Street
NW lth Court
19.6
19.51
15.68
NW 20th Street
NW 2nd Avenue
19.8
19.52
15.68
NW 20th Street
NW 3rd Avenue
20.4
19.55
15.68
NW 20th Street
NW 4th Court
20.8
19.56
15.68
NW 20th Street
NW 5th Court
21.4
19.59
15.68
NW 20th Street
NW Miami Court
19.67
19.52
15.68
NW 20th Street
NW lth Court
21.86
19.60
15.68
NW 20th Street
NW 2nd Avenue
22.05
19.61
15.68
NW 20th Street
NW 3rd Avenue
22.86
19.64
15.68
NW 20th Street
NW 4th Court
22.95
19.65
15.68
NW 20th Street
NW 5th Court
22.76
19.64
15.68
NW 20th Street
NW Miami Court
12.88
19.25
15.69
NW 20th Street
NW lth Court
14.88
19.33
15.68
NW 20th Street
NW 2nd Avenue
15.38
19.35
15.68
NW 20th Street
NW 3rd Avenue
16.63
19.40
15.68
NW 20th Street
NW 4th Court
16.88
19.41
15.68
NW 20th Street
NW 5th Court
16.75
19.40
15.68
1:1=17 CAM
Peak PM
Capacity
city
11.88
19.65
110
CALTRAN
ENGINEERING GROUP
Appendix D
ITE Trip Generation Worksheet
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
Future Land use
Size
AM Peak Hour
PM Peak Hour
Entry
Exit
Entry
Exit
110 - General Light Industrial
170 - Utilities
820 - Shopping Center
942 - Automobile Care Center
932 - High -Turnover (Sit -Down)
Restaurant
140 - Manufacturing
220 - Apartment
220- Apartment
750 - Office Park
879 - Art Gallery Store
876 - Apparel Store
925 - Drinking Place
81.31 * 1000 Sq. Feet
Gross Floor Area
57.79 * 1000 Sq. Feet
Gross Floor Area
75.97 * 1000 Sq. Feet
Gross Leasable Area
36.69 * 1000 Sq. Feet Occ.
Gr. Leasable Area
1.48 * 1000 Sq. Feet Gross
Floor Area
456.8 * 1000 Sq. Feet
Gross Floor Area
1675 Dwelling Units
729 Dwelling Units
74.04 Acres
800 * 1000 Sq. Feet Gross
Floor Area
800 * 1000 Sq. Feet Gross
Floor Area
66
9
9
70
24
22
20
24
82
50
239
259
55
28
48
52
11
9
15
12
273
77
122
218
165
659
610
329
115
281
276
176
1747
152
314
1780
N/A
N/A
2285
2683
640
160
1532
1532
7.35 * 1000 Sq. Feet Gross
Floor Area
N/A
N/A
78
36
Total
3178
1447
5548
7171
Existing Land use
Size
AM Peak Hour
PM Peak Hour
Entry
Exit
Entry
Exit
110 - General Light Industrial
150 - Warehousing
170 - Utilities
820 - Shopping Center
942 - Automobile Care Center
932 - High -Turnover (Sit -Down)
Restaurant
140 - Manufacturing
925 - Drinking Place
81.31* 1000 Sq. Feet
Gross Floor Area
66
9
9
70
314.44 *1000 Sq. Feet
Gross Floor Area
122
33
31
93
57.79 * 1000 Sq. Feet
Gross Floor Area
24
22
20
24
75.97 * 1000 Sq. Feet
Gross Leasable Area
82
50
239
259
36.69 * 1000 Sq. Feet
Occ. Gr. Leasable Area
55
28
55
59
1.48 * 1000 Sq. Feet
Gross Floor Area
9
7
15
12
456.8 1000 Sq. Feet
Gross Floor Area
273
77
122
218
7.35 * 1000 Sq. Feet
Gross Floor Area
N/A
N/A
78
36
Total
631
226
569
771
CALTRAN
ENGINEERING GROUP
Appendix E
TAZ Zone Averages
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
X
m
z
m
Cncn m
z
m
497 19932 498 Q 17336
m
D
Wynwood Business Improvement District (BID
TAZ Zones
20314
(0
co
496
14
z
co
co
7823
495
18704
4557
LC)
V I
CO
O
9495
NW/NE29ST
co
12767
500
10768
C0
12685
16535
01
-P w
O
z
501 N
5449
6327 7274 6458
NE 20TH ST
CO
19145
0
z -
w
— 77
co
AT
493
\
640 960
F
CO
co
12537
NW.3RD AVE
6087
502
2341
22447
Cr)
CO
ti
O
W
W
N
O
O
N
CO
N
15544 50` 3
15646 I 11152
CC
0)
ca)
O
O
C0
o o 90$6
c0 0o CO
IQ (0 Esri, DigitalGlobe, GeoEye, i-cubed.',, EEarthstar Geographics,
CkES/Airbus D.S, ISDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP
sw`sstopo, and theCGIS User Community a I 1
Cr
CFI
22281
SERPM 2005
SERPM 2035
N
co
co
ti
O
N
N
506
•r
TAZ Zone
net external %
Direction
% of TAZ
In
Out
493
15
NNW
7.78%
30
41
NNE
9.44%
36
50
ENE
5.00%
19
27
ESE
10.56%
40
56
SSE
17.08%
65
91
SSW
12.22%
46
65
WSW
19.72%
75
105
WNW
18.19%
69
97
total
380
532
495
30
NNW
8.58%
65
91
NNE
10.88%
83
116
ENE
5.22%
40
56
ESE
11.29%
86
120
SSE
19.71%
150
210
SSW
13.83%
105
147
WSW
19.51%
148
207
WNW
10.97%
83
117
total
759
1064
498
10
NNW
11.60%
29
41
NNE
11.48%
29
41
ENE
5.51%
14
20
ESE
5.86%
15
21
SSE
17.91%
45
63
SSW
20.21%
51
72
WSW
15.50%
39
55
WNW
11.94%
30
42
total
253
355
500
5
NNW
16.19%
20
29
NNE
12.48%
16
22
ENE
3.78%
5
7
ESE
6.66%
8
12
SSE
13.24%
17
23
SSW
14.98%
19
27
WSW
19.67%
25
35
WNW
13.01%
16
23
total
127
177
501
20
NNW
14.64%
134
138
NNE
11.66%
107
110
ENE
5.38%
49
51
ESE
6.23%
57
59
SSE
14.95%
137
141
SSW
11.38%
104
108
WSW
20.07%
184
190
WNW
15.70%
144
149
total
782
885
502
20
NNW
17.02%
86
121
NNE
10.75%
54
76
ENE
5.81%
29
41
ESE
5.20%
26
37
SSE
13.63%
69
97
SSW
14.01%
71
99
WSW
18.33%
93
130
WNW
15.25%
77
108
total
506
709
TAZ Zones net external % Direction % of TAZ In Out
Wynwood
100
NNW
12.64%
365
462
NNE
11.12%
325
415
ENE
5.12%
156
200
ESE
7.63%
233
305
SSE
16.09%
483
625
SSW
14.44%
397
517
WSW
18.80%
564
722
WNW
14.18%
420
535
total
2943
3782
TAZ Zone
net external %
Direction
% of TAZ
In
Out
493
15
NNW
7.78%
16
3
NNE
9.44%
19
4
ENE
5.00%
10
2
ESE
10.56%
22
4
SSE
17.08%
35
7
SSW
12.22%
25
5
WSW
19.72%
40
8
WNW
18.19%
37
8
total
205
43
495
30
NNW
8.58%
35
7
NNE
10.88%
45
9
ENE
5.22%
21
4
ESE
11.29%
46
10
SSE
19.71%
81
17
SSW
13.83%
57
12
WSW
19.51%
80
17
WNW
10.97%
45
9
total
411
85
498
10
NNW
11.60%
16
3
NNE
11.48%
16
3
ENE
5.51%
8
2
ESE
5.86%
8
2
SSE
17.91%
25
5
SSW
20.21%
28
6
WSW
15.50%
21
4
WNW
11.94%
16
3
total
137
28
500
5
NNW
16.19%
11
2
NNE
12.48%
9
2
ENE
3.78%
3
1
ESE
6.66%
5
1
SSE
13.24%
9
2
SSW
14.98%
10
2
WSW
19.67%
13
3
WNW
13.01%
9
2
total
68
14
501
20
NNW
14.64%
60
72
NNE
11.66%
48
58
ENE
5.38%
22
27
ESE
6.23%
26
31
SSE
14.95%
61
74
SSW
11.38%
47
56
WSW
20.07%
82
99
WNW
15.70%
64
78
total
389
388
502
20
NNW
17.02%
47
10
NNE
10.75%
29
6
ENE
5.81%
16
3
ESE
5.20%
14
3
SSE
13.63%
37
8
SSW
14.01%
38
8
WSW
18.33%
50
10
WNW
15.25%
42
9
total
274
57
TAZ Zones net external % Direction % of TAZ In Out
Wynwood
100
NNW
12.64%
185
98
NNE
11.12%
166
82
ENE
5.12%
80
39
ESE
7.63%
120
51
SSE
16.09%
248
113
SSW
14.44%
205
89
WSW
18.80%
288
142
WNW
14.18%
214
109
total
1505
722
CALTRAN
ENGINEERING GROUP
Appendix F
Growth Rate Analysis
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
Model Growth Trend Calculation
Base Year
Future Year
Linear
Exponential
Decay Exponential
Year
2005
2035
0.28%
0.27%
0.27%
2005
17,336
17,300
17,300
17,300
2006
17,400
17,400
17,600
2007
17,400
17,400
17,800
2008
17,500
17,500
17,900
2009
17,500
17,500
18,000
2010
17,600
17,600
18,000
2011
17,600
17,600
18,100
2012
17,700
17,600
18,200
2013
Opening Year
17,700
17,700
18,200
2014
17,700
17,700
18,300
2015
17,800
17,800
18,300
2016
17,800
17,800
18,300
2017
17,900
17,900
18,400
2018
17,900
17,900
18,400
2019
18,000
18,000
18,400
2020
18,000
18,000
18,400
2021
18,100
18,100
18,500
2022
18,100
18,100
18,500
2023
Mid -Design Year
18,200
18,100
18,500
2024
18,200
18,200
18,500
2025
18,200
18,200
18,500
2026
18,300
18,300
18,600
2027
18,300
18,300
18,600
2028
18,400
18,400
18,600
2029
18,400
18,400
18,600
2030
18,500
18,500
18,600
2031
18,500
18,500
18,600
2032
18,600
18,600
18,700
2033
Design Year
18,600
18,600
18,700
2034
18,700
18,700
18,700
2035
18,7041
18,700
18,700
18,700
21,000
19,000
17,000
15,000
13,000
11,000
9,000
7,000
30 27 Slope Intercept
Year In(year) 398.3707 17336
1 0.0000 Exponential
2 0.6931 0.25%
3 1.0986 Linear
4 1.3863 0.26%
5 1.6094
6 1.7918
7 1.9459
8 2.0794
9 2.1972
10 2.3026
11 2.3979
12 2.4849
13 2.5649
14 2.6391
15 2.7081
16 2.7726
17 2.8332
18 2.8904
19 2.9444
20 2.9957
21 3.0445
22 3.0910
23 3.1355
24 3.1781
25 3.2189
26 3.2581
27 3.2958
28 3.3322
29 3.3673
30 3.4012
31 3.4340
148,100
52,400
49,200
55,700
50,000
57,700
difference 4,300 6,500 7,700
8.94% 13.21% 15.40%
acerage 50,300 52,500 53,900
5,000 ,
2005 2010 2015 2020 2025 2030 2035
- *-Linear
t Exponential
- Decaying
Model Growth Trend Calculation
Base Year
Future Year
Linear
Exponential
Decay Exponential
Year
2005
2035
1.47%
1.21%
1.25%
2005
15,544
15,500
15,500
15,500
2006
15,800
15,700
16,900
2007
16,000
15,900
17,700
2008
16,200
16,100
18,300
2009
16,400
16,300
18,700
2010
16,700
16,500
19,100
2011
16,900
16,700
19,400
2012
17,100
16,900
19,600
2013
Opening Year
17,300
17,100
19,900
2014
17,600
17,300
20,100
2015
17,800
17,500
20,200
2016
18,000
17,700
20,400
2017
18,200
18,000
20,600
2018
18,500
18,200
20,700
2019
18,700
18,400
20,900
2020
18,900
18,600
21,000
2021
19,100
18,800
21,100
2022
19,400
19,100
21,200
2023
Mid -Design Year
19,600
19,300
21,300
2024
19,800
19,500
21,400
2025
20,000
19,800
21,500
2026
20,300
20,000
21,600
2027
20,500
20,200
21,700
2028
20,700
20,500
21,800
2029
20,900
20,700
21,900
2030
21,200
21,000
21,900
2031
21,400
21,200
22,000
2032
21,600
21,500
22,100
2033
Design Year
21,800
21,800
22,200
2034
22,100
22,000
22,200
2035
22,2811
22,300
22,300
22,300
25,000
23,000
21,000
19,000
17,000
15,000
13,000
11,000
9,000
7,000
5,000
30 27 Slope Intercept
Year In(year) 1961.8594 15544
1 0.0000 Exponential
2 0.6931 1.20%
3 1.0986 Linear
4 1.3863 1.44%
5 1.6094
6 1.7918
7 1.9459
8 2.0794
9 2.1972
10 2.3026
11 2.3979
12 2.4849
13 2.5649
14 2.6391
15 2.7081
16 2.7726
17 2.8332
18 2.8904
19 2.9444
20 2.9957
21 3.0445
22 3.0910
23 3.1355
24 3.1781
25 3.2189
26 3.2581
27 3.2958
28 3.3322
29 3.3673
30 3.4012
31 3.4340
148,100
52,400
49,200
55,700
50,000
57,700
difference 4,300 6,500 7,700
8.94% 13.21% 15.40%
acerage 50,300 52,500 53,900
2005 2010 2015 2020 2025 2030 2035
+ Linear
t Exponential
- Decaying
Model Growth Trend Calculation
Base Year
Future Year
Linear
Exponential
Decay Exponential
Year
2005
2035
0.56%
0.52%
0.54%
2005
14,743
14,700
14,700
14,700
2006
14,800
14,800
15,200
2007
14,900
14,900
15,500
2008
15,000
15,000
15,700
2009
15,100
15,000
15,900
2010
15,200
15,100
16,000
2011
15,200
15,200
16,100
2012
15,300
15,300
16,200
2013
Opening Year
15,400
15,400
16,300
2014
15,500
15,400
16,400
2015
15,600
15,500
16,500
2016
15,600
15,600
16,500
2017
15,700
15,700
16,600
2018
15,800
15,800
16,600
2019
15,900
15,800
16,700
2020
16,000
15,900
16,700
2021
16,100
16,000
16,800
2022
16,100
16,100
16,800
2023
Mid -Design Year
16,200
16,200
16,800
2024
16,300
16,300
16,900
2025
16,400
16,300
16,900
2026
16,500
16,400
16,900
2027
16,500
16,500
17,000
2028
16,600
16,600
17,000
2029
16,700
16,700
17,000
2030
16,800
16,800
17,100
2031
16,900
16,800
17,100
2032
16,900
16,900
17,100
2033
Design Year
17,000
17,000
17,100
2034
17,100
17,100
17,200
2035
17,1941
17,200
17,200
17,200
19,000
17,000
15,000
13,000
11,000
9,000
7,000
30 27 Slope Intercept
Year In(year) 713.7476 14743
1 0.0000 Exponential
2 0.6931 0.51%
3 1.0986 Linear
4 1.3863 0.55%
5 1.6094
6 1.7918
7 1.9459
8 2.0794
9 2.1972
10 2.3026
11 2.3979
12 2.4849
13 2.5649
14 2.6391
15 2.7081
16 2.7726
17 2.8332
18 2.8904
19 2.9444
20 2.9957
21 3.0445
22 3.0910
23 3.1355
24 3.1781
25 3.2189
26 3.2581
27 3.2958
28 3.3322
29 3.3673
30 3.4012
31 3.4340
148,100
52,400
49,200
55,700
50,000
57,700
difference 4,300 6,500 7,700
8.94% 13.21% 15.40%
acerage 50,300 52,500 53,900
5,000 ,
2005 2010 2015 2020 2025 2030 2035
+ Linear
t Exponential
- Decaying
Model Growth Trend Calculation
Base Year
Future Year
Linear
Exponential
Decay Exponential
Year
2005
2035
1.64%
1.35%
1.39%
2005
19,300
19,300
19,300
2006
19,600
19,500
21,200
2007
19,900
19,800
22,300
2008
20,200
20,100
23,100
2009
20,600
20,300
23,800
2010
20,900
20,600
24,300
2011
21,200
20,900
24,700
2012
21,500
21,200
25,100
2013
Opening Year
21,800
21,500
25,400
2014
22,100
21,800
25,700
2015
22,500
22,100
26,000
2016
22,800
22,300
26,200
2017
23,100
22,700
26,400
2018
23,400
23,000
26,600
2019
23,700
23,300
26,800
2020
24,100
23,600
27,000
2021
24,400
23,900
27,200
2022
24,700
24,200
27,300
2023
Mid -Design Year
25,000
24,600
27,500
2024
25,300
24,900
27,600
2025
25,700
25,200
27,800
2026
26,000
25,600
27,900
2027
26,300
25,900
28,000
2028
26,600
26,300
28,100
2029
26,900
26,600
28,200
2030
27,300
27,000
28,400
2031
27,600
27,300
28,500
2032
27,900
27,700
28,600
2033
Design Year
28,200
28,100
28,700
2034
28,500
28,500
28,800
2035
28,8441
28,800
28,800
28,800
30 27 Slope Intercept
Year In(year) 2784.8094 19281
1 0.0000 Exponential
2 0.6931 1.34%
3 1.0986 Linear
4 1.3863 1.65%
5 1.6094
6 1.7918
7 1.9459
8 2.0794
9 2.1972
10 2.3026
11 2.3979
12 2.4849
13 2.5649
14 2.6391
15 2.7081
16 2.7726
17 2.8332
18 2.8904
19 2.9444
20 2.9957
21 3.0445
22 3.0910
23 3.1355
24 3.1781
25 3.2189
26 3.2581
27 3.2958
28 3.3322
29 3.3673
30 3.4012
31 3.4340
148,100
52,400
49,200
55,700
50,000
57,700
difference 4,300 6,500 7,700
8.94% 13.21% 15.40%
acerage 50,300 52,500 53,900
- *-Linear
t Exponential
- Decaying
CALTRAN
ENGINEERING GROUP
Appendix G
ITE Max Potential Trips
730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • ww.caltrangroup.com Page i
Maximum Potential Vehicular Trips under the Current Land -Use -Daily
ITE TRIP GENERATION CHARACTERISTICS
DIRECTIONAL
DISTRIBUTION
GROSS VOLUMES
INTERNAL
CAPTURE NET NEW EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
ITE
Scale Units
Percent
In Out
ITE
In Out Total Percent Trip In Out Total
Retail Component 9
820 14041.7 ksf 50% 50% 84475 84475 168950 0.00% 0 84475 84475 168950
Total: 84475 84475 168950
Maximum Potential Vehicular Trips under the Proposed Land -Use -Daily
84475 84475 168950
ITE TRIP GENERATION CHARACTERISTICS
DIRECTIONAL GROSS VOLUMES INTERNAL NET NEW EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
ITE
Scale Units
Percent
In Out
ITE
In Out Total Percent Trip In Out Total
Retail Component 9
820 51930.2 ksf 50% 50% 197665 197665 395330 0.00% 0 197665 197665 395330
Total: 197665 197665 395330
Equations: Ln(T) = 0.65Ln(X) + 5.83
*A multiplier of 2 stories was applied to current zoning conditions
197665 197665 395330
Maximum Potential Vehicular Trips under the Current Land -Use -AM Peak Period
ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL GROSS VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS
Land Use
Retail Component
ITE
Edition
9
ITE
Code
820
ITE
Scale Units
14041.69 ksf
Percent
In Out
62% 38%
ITE
In Out Total Percent Trip In Out Total
1973 1209 3182 0.00% 0 1973 1209 3182
Total: 1973 1209 3182
Maximum Potential Vehicular Trips under the Proposed Land -Use -AM Peak Period
1973 1209 3182
ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL GROSS VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS
Land Use
Retail Component
ITE
Edition
9
ITE
Code
820
ITE
Scale Units
51930.2 ksf
ITE
In Out In Out Total Percent Trip In Out Total
62% 38% 4382 2685 7067 0.00% 0 4382 2685 7067
Percent
Total: 4382 2685 7067
Equations: Ln(T) = 0.61Ln(X) + 2.24
*A multiplier of 2 stories was applied to current zoning conditions
4382 2685 7067
Maximum Potential Vehicular Trips under the Current Land -Use -PM Peak Period
ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL GROSS VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
ITE
Scale Units
Percent
In Out
ITE
In Out Total Percent Trip In Out Total
Retail Component
9
820 14041.69 ksf 48% 52% 7898 8557 16455 0.00% 0 7898 8557 16455
Total: 7898 8557 16455
Maximum Potential Vehicular Trips under the Proposed Land -Use -PM Peak Period
7898 8557 16455
ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL GROSS VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS
Land Use
ITE
Edition
ITE
Code
ITE
Scale Units
Percent
In Out
ITE
In Out Total Percent Trip In Out Total
Retail Component
9 820 51930.2 ksf 48% 52% 18971 20552 39523 0.00% 0 18971 20552 39523
Total: 18971 20552 39523
Equations: Ln(T) = 0.67Ln(X) + 3.31
*A multiplier of 2 stories was applied to current zoning conditions
18971 20552 39523
FUTURE LAND USE MAP (EXISTING)
16-006551u
NW 2ND AVE
NW 28TH ST
w
1-
z
NW 27TH ST
Medium Density
Restricted
Commercial
NW 26TH ST
I I I I I I I I
NW 25TH ST
■
N
0 37.5 75 150 Feet
1 I I
34 NW 26 ST, 35 NW 26 ST, 39 NW 26 ST, 40 NW 26 ST, 50 NW 26 ST, 51 NW 26 ST, 58 NW 26 ST, 62 NW 26 ST,
65 NW 26 ST, 73 NW 26 ST, 74 NW 26 ST, 80 NW 26 ST, 83 NW 26 ST, 84 NW 26 ST, 91 NW 26 ST, 101 NW 26 ST,
108 NW 26 ST, 111 NW 26 ST, 116 NW 26 ST, 121 NW 26 ST, 122 NW 26 ST, 129 NW 26 ST, 135 NW 26 ST, 136 NW 26 ST,
143 NW 26 ST, 144 NW 26 ST, 152 NW 26 ST, 153 NW 26 ST, 160 NW 26 ST, 161 NW 26 ST, 168 NW 26 ST, 169 NW 26 ST,
179 NW 26 ST, 34 NW 27 ST, 35 NW 27 ST, 44 NW 27 ST, 49 NW 27 ST, 50 NW 27 ST, 58 NW 27 ST,
63 NW 27 ST, 65 NW 27 ST, 66 NW 27 ST, 73 NW 27 ST, 74 NW 27 ST, 82 NW 27 ST, 83 NW 27 ST, 91 NW27ST,
92 NW 27 ST, 97 NW 27 ST, 98 NW 27 ST, 104 NW 27 ST, 108 NW 27 ST, 109 NW 27 ST, 120 NW 27 ST, 127 NW 27 ST,
130 NW 27 ST, 152 NW 27 ST, 160 NW 27 ST, 103 NW 27 ST, 125 NW 27 ST, 142 NW 27 ST, 143 NW 27 ST, 151 NW 27 ST,
165 NW 27 ST, 2520 NW 1 AV, 2521 NW 1 AV, 2601 NW 1 AV
FUTURE LAND USE MAP (PROPOSED)
16-006551u
NW 2ND AVE
NW 28TH ST
General
Commercial
i
NW 27TH ST
I I
Restricted
Commercial
NW 1ST AVE
NW 26TH ST
NW 25TH ST
IlL
IIL
N
0 37.5 75 150 Feet
1 I I
34 NW 26 ST, 35 NW 26 ST, 39 NW 26 ST, 40 NW 26 ST, 50 NW 26 ST, 51 NW 26 ST, 58 NW 26 ST, 62 NW 26 ST,
65 NW 26 ST, 73 NW 26 ST, 74 NW 26 ST, 80 NW 26 ST, 83 NW 26 ST, 84 NW 26 ST, 91 NW 26 ST, 101 NW 26 ST,
108 NW 26 ST, 111 NW 26 ST, 116 NW 26 ST, 121 NW 26 ST, 122 NW 26 ST, 129 NW 26 ST, 135 NW 26 ST, 136 NW 26 ST,
143 NW 26 ST, 144 NW 26 ST, 152 NW 26 ST, 153 NW 26 ST, 160 NW 26 ST, 161 NW 26 ST, 168 NW 26 ST, 169 NW 26 ST,
179 NW 26 ST, 34 NW 27 ST, 35 NW 27 ST, 44 NW 27 ST, 49 NW 27 ST, 50 NW 27 ST, 58 NW 27 ST,
63 NW 27 ST, 65 NW 27 ST, 66 NW 27 ST, 73 NW 27 ST, 74 NW 27 ST, 82 NW 27 ST, 83 NW 27 ST, 91 NW27ST,
92 NW 27 ST, 97 NW 27 ST, 98 NW 27 ST, 104 NW 27 ST, 108 NW 27 ST, 109 NW 27 ST, 120 NW 27 ST, 127 NW 27 ST,
130 NW 27 ST, 152 NW 27 ST, 160 NW 27 ST, 103 NW 27 ST, 125 NW 27 ST, 142 NW 27 ST, 143 NW 27 ST, 151 NW 27 ST,
165 NW 27 ST, 2520 NW 1 AV, 2521 NW 1 AV, 2601 NW 1 AV
0 50 100 200 Feet
1 I 1 I 1
A
AERIAL
16-006551u
34 NW 26 ST, 35 NW 26 ST, 39 NW 26 ST, 40 NW 26 ST, 50 NW 26 ST, 51 NW 26 ST, 58 NW 26 ST, 62 NW 26 ST,
65 NW 26 ST, 73 NW 26 ST, 74 NW 26 ST, 80 NW 26 ST, 83 NW 26 ST, 84 NW 26 ST, 91 NW26ST, 101 NW26ST,
108 NW 26 ST, 111 NW 26 ST, 116 NW 26 ST, 121 NW 26 ST, 122 NW 26 ST, 129 NW 26 ST, 135 NW 26 ST, 136 NW 26 ST,
143 NW 26 ST, 144 NW 26 ST, 152 NW 26 ST, 153 NW 26 ST, 160 NW 26 ST, 161 NW 26 ST, 168 NW 26 ST, 169 NW 26 ST,
179 NW 26 ST, 34 NW 27 ST, 35 NW 27 ST, 44 NW 27 ST, 49 NW 27 ST, 50 NW 27 ST, 58 NW 27 ST,
63 NW 27 ST, 65 NW 27 ST, 66 NW 27 ST, 73 NW 27 ST, 74 NW 27 ST, 82 NW 27 ST, 83 NW 27 ST, 91 NW27ST,
92 NW 27 ST, 97 NW 27 ST, 98 NW 27 ST, 104 NW 27 ST, 108 NW 27 ST, 109 NW 27 ST, 120 NW 27 ST, 127 NW 27 ST,
130 NW 27 ST, 152 NW 27 ST, 160 NW 27 ST, 103 NW 27 ST, 125 NW 27 ST, 142 NW 27 ST, 143 NW 27 ST, 151 NW 27 ST,
165 NW 27 ST, 2520 NW 1AV, 2521 NW1AV,2601 NW1AV
Miami Planning, Zoning and Appeals Board
Resolution: PZAB-R-16-029
File ID 16-00655Iu May 18, 2016
Item PZAB.3
Ms. Maria Lievano-Cruz offered the following resolution and moved its adoption:
A RESOULTION OF THE MIAMI PLANNING, ZONING AND APPEALS BOARD
RECOMMENDING APPROVAL OF AN ORDIANCE OF THE MIAMI CITY COMMISSION,
WITH ATTACHMENT(S), AMENDING ORDINANCE NO. 10544, AS AMENDED, THE FUTURE
LAND USE MAP OF THE MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN, PERSUANT
TO SMALL SCALE AMENDMENT PROCEDURES SUBJECT TO §163.3187, FLORIDA
STATUTES, BY CHANGING THE FUTURE LAND USE DESIGNATION OF APPROXIMATELY
8:58 ACRES OF REAL PROPERTY LOCATED AT APPROXIMATELY 34-179 NORTHWEST
26 STREET, 34-165 NORTHWEST 27 STREET, AND 2520, 2521, AND 2601 NORTHWEST 1
AVENUE, MIAMI, FLORIDA, FROM "MEDIUM DENSITY RESTRICTED COMMERCIAL" TO
"RESTRICTED COMMERCIAL"; MAKING FINDINGS; DIRECTING TRANSMITTALS TO
AFFECTED AGENCIES; CONTAINING A SEVERABILITY CLAUSE; AND PROVIDING FOR
AN EFFECTIVE DATE.
Upon being seconded by Ms. Melody L. Torrens the motion passed and was adopted by a vote of 7-0:
Ms. Jennifer Ocana Barnes Absent
Mr. Chris Collins Yes
Ms. Maria Lievano-Cruz Yes
Mr. Charles A. Garavaglia Yes
Mr. Adam Gersten Absent
Ms. Maria Beatriz Gutierrez Absent
Mr. Daniel Milian Yes
Mr. Juvenal Pia Yes
Ms. Melody L. Torrens Yes
Mr. Manuel J. Vadillo Yes
kr(Fra
Plaingand Zoning Department
cisco Garcia, Director
STATE OF FLORIDA )
COUNTY OF MIAMI-DADE )
II)
Execution Date
Personally appeared before me, the undersigned authority, Olga Zamora, Clerk of the Planning, Zoning and Appeals Board of the
City of Miami, Florida, and acknowledges that he executed the foregoing Resolution.
SWORN AND SUBSCRIBED BEFORE ME THISZ 5 DAY OF t\AC I 2016.
Print Notary Name
Personally know or Produced I.D.
Type and number of I.D. produced
Did take an oath or Did not take an oath
Page 1 ofA
otary Public State of Florida
My Commission Expires:
BEATRIZ ALVARE •
MY COMMISSION # ft • L360
EXPIRES: November ,:017
Bonded Thor Notary Public .,, : - -writers
Exhibit A
PZAB-R-16-029
34 NW 26 ST, 35 NW 26 ST, 39 NW 26 ST, 40 NW 26 ST, 50 NW 26 ST, 51 NW 26
ST, 58 NW 26 ST, 62 NW 26 ST, 65 NW 26 ST, 73 NW 26 ST, 74 NW 26 ST, 80 NW
26 ST, 83 NW 26 ST, 84 NW 26 ST, 91 NW 26 ST, 101 NW 26 ST, 108 NW 26 ST, 111
NW 26 ST, 116 NW 26 ST, 121 NW 26 ST, 122 NW 26 ST, 129 NW 26 ST, 135 NW 26
ST, 136 NW 26 ST, 143 NW 26 ST, 144 NW 26 ST, 152 NW 26 ST, 153 NW 26 ST,
160 NW 26 ST, 161 NW 26 St, 168 NW 26 ST, 169 NW 26 ST, 34 NW 27 ST, 35 NW
27 ST, 44 NW 27 ST, 49 NW 27 ST, 50 NW 27 ST, 58 NW 27 ST, 63 NW 27 ST, 65
NW 27 ST, 66 NW 27 ST, 73 NW 27 ST, 74 NW 27 ST, 82 NW 27 ST, 83 NW 27 ST,
91 NW 27 ST, 92 NW 27 ST, 97 NW 27 ST, 98 NW 27 ST, 104 NW 27 ST, 108 NW 27
ST, 109 NW 27 ST, 120 NW 27 ST, 127 NW 27 ST, 130 NW 27 ST, 152 NW 27 ST,
160 NW 27 ST, 103 NW 27 ST, 125 NW 27 ST, 142 NW 27 ST, 143 NW 27 ST, 151
NW 27 ST, 165 NW 27 ST, 2520 NW 1 AV, 2521 NW 1 AV, 2601 NW 1 AV, AND A
PORTION OF 179 NW 26 ST.
Page 2 of 2
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DocuSign Envelope ID: 38A94333-845F-4E75-8584- P.E227A0F1C
City of Miami
Planning and Zoning Depariment
444 S.W. 2" Avenue, 3r1 Floor
Miami, Florida 33130
Date: December 16, 20.15
Re: Be! Invest Wynwood 2, Inc.
92-98 NW 27th Street, Miami, FL 33127
Tax Folio Numbers 01-31-25-029-0101, 01-31-25-029-0102
Bel invest Wynwood 3, Inc.
2521 NW VI Avenue, Miami, FL 33127
Tax Folio Number 01-3125-029-1250
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted densitv from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-I regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely
-.121trRAUN3A4Z1
Maximilian Beltrame
President, Bel Invest Wynwood 2, inc.
President, Bel invest Wynwood 3, Inc
16/2015
rl :5
SarY\'*el 5
City of Miami
P ti and Zot is De
.W. 2nd Avenue, 3
i, Florida 33130
Date: 2 1
Re: 129 NW 26 ST (FOLIO # 01-3125-029-0385)
Dear City of Miami,
15
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the 'I 1-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
ca e
y Ca ca er
City of Miami
Planning and Zoning Department
444 S.W. 2nd Avenue, 3rd Floor
Miami, Florida 33130
Date: 1 al 0-1 1 2-0 t 5
Re: 1O3 NVV 27 ST (FOLIO 0 I — 3 las oaao
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood
Revitalization District-1 (NRD-1) which has increased permitted density from 65
dwelling units per acre to 150 dwelling units per acre for the majority of properties
located within the NRD-1. We believed that our property would be included in this
increase in permitted density, but understand it has instead been excluded. We request
that the City of Miami increase the permitted density at our property in accordance with
the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
4
P.-kir-10JY) L
e._ 2.
0 15 ar.
City of
the N ►- I to 50 oaks per amt.
7-41
City of Miarni
Planning and Zoning Department
444 S.W. 2 Avenue, 3r'Floor
Miami, Florida 33130
Date: (PAC Ar/ .2°
Re:/e.15 /rod sy. ,11-2 , 33/
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Fo Pio
6
City of Miami
Planning and Zoning Department
444 S.W. 2nd Avenue, 3rd Floor
Miami, Florida 33130
Date:
Re: 142 NW 27 ST (FOLIO 01-3125-029-0250)
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood
Revitalization District-1 (NRD-1) which has increased permitted density from 65
dwelling units per acre to 150 dwelling units per acre for the majority of properties
located within the NRD-1. We believed that our property would be included in this
increase in permitted density, but understand it has instead been excluded. We request
that the City of Miami increase the permitted density at our property in accordance with
the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
sLzet.1440;:g r(IS6?,-
City of Miami
Planning and Zoning Dep ent
4 S.W. 2nd Avenue, 3 Flo
Florida 33130
Date:
lao
Re: NW 27 ST (FOL1 01-3125-029-0240)
2
go tic
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood
Revitalization District -I (NRD-1 ) which has increased permitted density from 65
dwelling units per acre to 150 dwelling units per acre for the majority of properties
located within the NRD-1. We believed that our property would be included in this
increase in permitted density, but understand it has instead been excluded. We
request that the City of Miami increase the permitted density at our property in
accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
10(4 uJ ris
t..1Qvz_ thscle.
ca e
ca
er
City of Miami
Planning and Zoning Department
444 S.W. 2"d Avenue, 3rd Floor
Miami, Florida 33130
Date:
Re: 101 NW 26 ST (FOLIO # 01-3125-029-0410) & 111 NW 26 ST(FOL[O #f 01-3125-
029-0400)
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into eon sidertin. Thank you.
City of Miami
g and Zoning De
S.W. 2nd Avenue, 3
Miami, Florida 33130
41 ri
s 7,1 *IS I
Fi
Date:
Re: 2601 NW 1 Ave (FOLIO # 01-3125-02
Dear City of Miami,
S
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located wi ° the NRD-1. We believed that
our property would be included in this increase in permitted density, but unders d it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
cane
ca er
City of Miami
P 'ng and Zoning De,
444 S.W. 2nd Avenue, r
Miami, Florida 33130
Date:
Re: 168 NW 26 ST (FOLIO # 01-3125-029-099°)
Dear City of Mi
We understand that there has been a zoning change with the Neighborhood Revitalization
District -I • -1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the N ' 5-1. We believed that
our property would be included in this increase in permitted density, but understand it has ins
been excluded. We request that the City of Miami increase the permitted density at our pro
in accordance with the 1-1 regulations to 150 units per acre.
Please take this request into consideration.
you.
Sincerely,
can e
ca er
City of Miami
g and Zoning De
S.W. 2nd .Avenue, 3 F oor
Miami, Florida 33130
Date: 12_
Re: 160 NW 26 ST (FOLIO # 01-3125-029-090)
I S
Dear City ofMiami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (N' 1-1) which has increased permitted density from 65 dwelling units per : e to 150
dwelling units per acre for the majority of properties located within the N' I -1. We believed that
our property would be included in this increase in permitted density, but understand it instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the N -1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
canne
1
ca er
City of Miami
Pl. al ing and Zoning De
444 S.W. 2nd Avenue, 3rd Floor
Miami, Florida 33130
111
Date:
Re: 152 NW 26 ST (FOLIO # 01-3125-029-0970)
Dear City of Miami,
ange with the Neighborhood Revitalization
t per e rb ea cl er ve etod t h al5Ot
We understand that there has been a zoning ch
District-1 (NRD-1) which has increased permitted density from 65 dwelling::
• -
dwelling units per acre for the majority of properties located wi the N
our property would be included in this increase in permitted density, but understand it has ad
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration.
you.
Sincerely,
can
e
ca
ner
City of Miami
Planning and Zoning De
444 S.W. 2nd Avenue, 3r F10
Miami, Florida 33130
Re: 136 NW 26 ST (F
Dear City of Miami,
-3125-029-0950)
We understand that there has been a zoning
District-1 (NRD-1) which has increased permitted dens/tY fr°In 65 dwelling ts per e to 150
dwelling units per acre for the majority of properties located within the N' -1. We believed that
our property would be included in this increase in permitted density, but unders d it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Date: VZ.
Please take this request into consideration.
e with the Neighborhood Re
you.
Sincerely,
ca ne
can
on
er
BARON WYNWOOD 35, LLC
c/o Philip Levine
960 Alton Road
Miami Beach, FL 33139
City of Miami
Planning and Zoning Department
444 S.W. 2" Avenue, 3' Floor
Miami, Florida 33130
Date: December 15, 2015
Re: 35 NW 27 Street, MIA, FL 33127 Folic: 01-3125-029-0720
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the pennitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Tel: (305) 370-3554 Email: Philip@baron-corp.com
BARON WYNWOOD 49, LLC
c/o Philip Levine
960 Alton Road
Miami Beach, FL 33139
City of Miami
Planning and Zoning Department
444 S.W. 2" Avenue, 3r Floor
Miami, Florida 33130
Date: December 15, 2015
Re: 49 NW 27 Street, MIA; FL 33127 Folio: 01-3125-029-0730
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank. you.
Tel: (305) 370-3554 Email: Philipebaron-corp.com
BARON WYNWOOD 63, LLC
c/o Philip Levine
960 Alton Road
Miami Beach, FL 33139
City of Miami
Planning and Zoning De artir..ent
444 S.W. 2nd Avenue, .3ri Floor
Miami, Florida 33130
Date: December 15, 2015
Re: 63 NW 27 Street, MIA, FL 33127 Folio: 01-3125-029-0740
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased pen-nitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Tel 5) 370-3554 Email: Philip@baron-corp.com
BARON WYNWOOD 65, LLC
c/o Philip Levine
960 Alton Road
Miami Beach, FL 33139
City of Miami
Planning and Zoning Department
444 S.W. 2nd Avenue, 3r Floor
Miami. Florida 33130
Date: December 15, 2015
Re: 65 NW 27 Street, MIA, FL 33127 Folio: 01-3125-029-0750
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in perniitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Tel: (305) 370-3554 Email: Philip@baron-c ,com
BARON WYNWOOD 73, LLC
c/o Philip Levine
960 Alton Road
Miami Beach, FL 33139
City of Miami
Planning and Zoning De artment
444 S.W. 2nd Avenue, 3' Floor
Florida 33130
Date: December 15, 2015
Re: 73 NW 27 Street, MIA, FL 33127 Folio: 01-3125-029-0760
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased pent -lifted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you,
Sincerely,
Baron Wynw
By:
Tel: (305) 370-3554 Email: Philip@baron-c
BARON WYNWOOD 83, LLC
c/o Philip Levine
960 Alton Road
Miami Beach, FL 33139
City of Miami
Planning and Zoning Department
444 S.W. 2nd Avenue, 3T4 Floor
Miami, Florida 33130
Date: December 15. 2015
Re: 83 NW 27 Street, MIA, FL 33127 Folio: 01-3125-029-0770
Dear City ofMiarni.
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Tel: (305) 370-3554 Email: Philip@baron-corp.com
City of Miami
Planning Zo Dep
144 S.W. 2 Avenue, 3'a Floor
Miami, Florida 33130
nt
Date:
o
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1, We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
Sincerely,
can
e
1
Ca canner
City of Miami
Planning and Zoning Department
444 S.W. 2nd Avenue, 3 Floor
Miami, Florida 33130
Date: f
Re: 135 NW 26 ST (Folio # 01-3125-029-0380)
Dear City of Miami,
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1. We believed that
our property would be included in this increase in permitted density, but understand it has instead
been excluded. We request that the City of Miami increase the permitted density at our property
in accordance with the NRD-1 regulations to 150 units per acre.
Please take this request into consideration. Thank you.
A
Date: 1/20/2016
Attn: Mr. Francisco Garcia
Director Planning and Zoning Department — Ci
444 SW 2nd Ave, Miami, FL, 33130
• T5-L DENSITY CHANGES
Dear Francisco,
0
We understand that there has been a zoning change with the Neighborhood Revitalization
District-1 (NRD-1) which has increased permitted density from 65 dwelling units per acre to 150
dwelling units per acre for the majority of properties located within the NRD-1.
It has been brought to our attention that most of the properties along NW 27th Street and NW 26th
Street between NW 2nd Avenue and N Miami Avenue currently designated as T5-L are excluded
from this increase in permitted density due to the underlying Future Land Use Map. We request
that the City of Miami increase the permitted density for these properties in the T5-1, zone in
accordance with the NRD-1 regulations to 150 units per acre.
Regards,
Dylan S. Finger
Managing Director
Cc: David Snow, Tom Curitore, Juan Mullerat, David Polinsky
318 NW 2 rd Street, Miami, FL 33127
1.888.339.0657
2916 SW 27th Avenue I Miami FL 33133
infa@plusurbia.com I +1 305 444 4850
re. Wynwood T5.L Density Letter
January 20t�2016
Attn: Francisco Garcia
Director i Planning and Zoning Department j City of Miami
444 SW 2nd Ave Miami FL 33130
e. fgarcia@miamigov.com
Dear Francisco,
This letter is in support of re -zoning NRD T5-L Zone in Wynwood from 65 DUA to 150 DUA.
Based on our thorough study of the District conducted in 2014, which produced the
recommendations for Wynwood's NRD-1, we found that 150 DUA is the ideal density for the
whole district, including the T5-L area.
In that survey, we found that 150 DUA would encourage smaller, more affordable residential
units, sorely needed in the City of Miami. Additionally, the T5-L (150) creates mixed -use
compatible product within the Wynwood NRD-1, given that the residential will be similar to
the T5-0 and whose ground -floor limited commercial will be conducive to a "quiet -zone",
which we envision to be very desirable for artists and young professionals, due to its
proximity to the District's core and potential future Transportation alternatives.
Finally, the direct benefits to higher density and smaller units, together with other essential
attributes in this District achieves a reduction of land use, infrastructure and energy costs.
We fully support this re -zoning effort to match our initial findings and recommendations that
will create a wider range of residential choices currently unavailable this close to Downtown
Miami. It is important to promote the integration of various economic sectors to stimulate a
positive formation of urban centers, as is the case in Wynwood.
Please don't hesitate to call me to discuss this further. I am available at your convenience.
Sincerely,
0-111
u n Mullerat
cc. David Snow, Tom Cur ore Dylan Finger, David Polinsky