HomeMy WebLinkAboutBack-Up DocumentsHEALTHY LITTLE HAVANAwW
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This report was created by MHCP COLAB and Healthy Little Havana
Community Liaisons for the City of Miami in partnership with Healthy Little
Havana and funded by Health Foundation of South Florida. The work was
developed in collaboration with the following agencies and departments:
Healthy Little Havana Board of Directors
Healthy Little Havana Public Spaces Committee
City of Miami Commissioner Joe Carollo
Assistant City Manager's Office
City of Miami Department of Planning
City of Miami Department of Resilience and Public Works
City of Miami Office of Capital Improvements
Miami Dade County Commissioner Eileen Higgins
Miami Dade County Department of Transportation and Public Works
Florida Department of Transportation Complete Streets
Florida Department of Transportation Safe Routes to Schools
Urban Health Partnerships
• H LALTH
FOUNDATION
of south f lorida
CITY PLANNING,TRANSPORTATION,
OUTREACH & PUBLIC RELATIONS
live
healthy
little havana
PAGE 3
TABLE OF CONTENTS
I. Executive Summary
II. Purpose and Scope
III. Crash Data, Current and Historic
IV. Community Input
V. Community Observations and Analysis
VI. Reference
VII. Policy and Regulatory Requirements
VIII. Previous Studies
IX. Solutions and Recommendations
X. Appendix
1. EXECUTIVE SUMMARY
The following report provides a needs assessment of the Little Havana
Pedestrian Priority Zone (PPZ). A Pedestrian Priority Zone (PPZ) is a
designated area that prioritizes pedestrian safety over vehicle movements and
encourages safe pedestrian movement. PPZs are particularly appropriate for
areas with high instances of pedestrian crashes and fatalities.
The initial need to develop a Pedestrian Priority Zone ordinance for Little
Havana was first identified in the City of Miami's 2016 Bicycle and Pedestrian
Plan for Little Havana. The purpose of this report is to document specific
needs and provide recommendations for PPZ boundaries and standards to
enhance pedestrian safety in Little Havana. It includes data collected from
multiple site visits and windshield surveys, findings from previous studies,
local and national case studies, policy requirements from State and Federal
transportation agencies, pedestrian crash data and a mapping analysis.
The standards shall be incorporated into the City's workflow for all new
roadway construction and private developments in Little Havana and the PPZ
boundaries shall be officially adopted by the City.
PROBLEM
Little Havana has the highest number of pedestrian crashes in the County.
"...while traffic deaths impact every community in the
United States, states and metropolitan areas across the
southern continental United States, older adults, people
of color, and people walking in low-income communities
bear a higher share of this harm.".
--Dangerous by Design
BY THE NUMBERS
From 2008 to 201 T
Pedestrian Vehicle miles
deaths traveled
increased by increased by
t 35.4% t 8.1 %
M
Walking as a
share of all trips
increased by
less 1 %
than
Traffic deaths
among motor
vehicle occupants
decreased by
16.1 %
DANGEROUS BY DESIGN MOST DANGEROUS PLACES FOR WALKING:
Florida #1, Miami/Fort Lauderdale/ WPB metro area #14
E.Gti Sewell Park
..oath Fork Park F derck Do ugless El..r'
an5`iipY
H yRee Paik
i N W arh S[
• W ][h 5
�. s' �W hlSparla! Leatler hipantlM gem M(SLAMY CHS
H rneNJ l6th Avl� . �rSpririg Gartlen`H6Vr4
• � �Igyysan SL
Carus Geove Elementary O - ge Ho 1 P1ayground
® • + �`Mderson rerk'Ero,s Pa
iCounlJAudilorium Glen Rn I Perk , �rCha'neryHigh School of the Americas
Plans tle la Cubanitlatl� rl Mater Academy East High School
� ~ , • � ' — ��. - J nestn Lr Park
.w » veung*men": Preparatory A�derey
�Vy Aiver tle�Elemanfary Riveraitle Park
Miami Senior High s33 aha Charter of Excel3ence (AC AtlaMerriH K 8 Center �' s'
• Ei 4 � ■�
Farmer Region Off+i1cefY louse 6 R
Hrid,,Prep Academy lnterameri... `
International s'••tliea VirtyalA-tlemy . Maximo Go meiPark-—d't — �� •�is
PEDESTRIAN CRASHES: 2012-2016 (5-YEAR TREND)
293 crashes and 12 fatalities
WHY ARE THERE SO MANY
CRASHES?
• Little Havana has a high concentration of pedestrians: Little
Havana is a dense neighborhood with a rich culture with an active and high
number ofpcdcstrians about all day.
• Aggressive drivers persist here: Drivers are overly aggressive towards
pedestrians and pedestrians are wary of drivers who don't yield.
• The neighborhood is designed to be walkable: Small blocks arc
good for walking and encourage more pedestrians making them more vulnerable
to crashes.
RIVERSIDE PARK: SW 8th Avenue has no crosswalk at SW 3rd Street and is
dangerous to cross to access the park.
PAGE 5
RIVERSIDE ELEMENTARY: SW 2nd Street
Crosswalk is faded and both the crosswalk and curb ramp are too
close to SW 12th Ave traffic.
ZONE 1:
CITRUS GROVE
Avenue
ZONE 4: MIAMI
SENIOR HIGH SCHOOL
3rd Street
27th
Avenue
22nd
Avenue
Henderson
Park
SLAM
V 3rd Street
• ZONE 2:
RIVERSIDE
Flagler Street
SW 1 st Street
SW 2nd Street
SW 3rd Street
SW 5th Street
13th 1Oth
Avenue Avenue
SW 7th Street
SW 8th Street
17th 12th
Avenue Avenue
ZONE 3:
IVERSIDE PARK/
JOSE MARTI
Lincoln Marti
1 Jose
Marti
Ada'= - tea Park
Merritt Mater
7th
4th
j
Avenue
Avenue
8th
Avenue
Major Collectors
Neighborhood Greenways
Reduce pedestrian crashes around schools and senior centers with 4 Pedestrian Priority Zones.
FRAMEWORK
A Pedestrian Priority Zone is a
designated area that prioritizes
pedestrian safety over vehicle
movements and encourages safe
pedestrian movement. PPZs are
particularly appropriate for areas with
high instances of pedestrian crashes and
fatalities like Little Havana.
The policy statement establishes the
PPZ intent, zone boundaries and street
hierarchy for evaluating projects.
PAGE 7
POLICY STATEMENT
+ Focus pedestrian safety improvement measures around schools and senior centers as children
and seniors are disproportionately represented in pedestrian collisions.
The City of Miami has the responsibility to improve conditions and opportunities for walking in
Little Havana and to go beyond minimum standards to provide safe and convenient facilities for
pedestrians. Walking has numerous individual and community benefits including health, safety,
enviromnental, transportation, and quality of life.
• ESTABLISH FOUR ZONES in Little Havana as follows:
o Zone 1: Citrus Grove Middle/Elementary
NW 23rd Avenue to NW 18th Avenue from NW 6th Street to NW 1 st Terrace
o Zone 2: Riverside Elementary:
Elagler Street to SW 5th Street from SW 14th Avenue to SW 9th Avenue
o Zone 3: Riverside Park to Jose Marti Park:
SW 1 st Street to SW 6th Street and SW 8th Avenue to SW 4th Avenue
o Zone 4: Miami Senior High School
SW 27th Avenue to SW 22nd Avenue and SW 3rd Street to Elagler Street
STREET HIERARCHY: NEIGHBORHOOD GREENWAYS
NW bth *A9
' ^
Street it w r
ZONE 1: Citrus Grove" ,,w Im
CITRUS GROVE`' ,#s-,; _ s
NW - -
y T Henderson
19th Street
Park
Avenue ZONE 2:
ZONE 4: MIAMI Flagler RIVERSIDE ZONE 3:
SENIOR HIGH SCHOOL
- RIVERSIDE PARK/
JOSE MARTI
Lincoln Jose
Miami Senior R y & Marti Martini
High School SW 3rd s#r; Tvvr Ada Merritt Park
Street KYversi11
Park 4.
r
13th IOth 7th 4th '
_ 3
I Avenue Avenue Avenue Avenue
SW8th Street
Establishing a street hierarchy in
Little Havana's Pedestrian Priority
Zones, helps identify which
streets are most important for
people walking and need safety
improvements.
• NEIGHBORHOOD GREENWAYS
A neighborhood greenway connects
pedestrians to important destinations
in Little Havana including schools
and parks. They are safe place
for people to walk and have high
quality sidewalks and crossings.
Neighborhood greenways are
defined in the City of Miami Little
Havana Bicycle Pedestrian Mobility
Plan.
Neighborhood greenways have (1)
safer crossings, (2) higher visibility
and (3) more shade.
PAGE 9
• DESIGNATE THE FOLLOWING STREETS AS NEIGHBORHOOD GREENWAYS
WITHIN THE BOUNDARIES OF THE PPZ:
Zone 1 (Citrus Grove)
• NW 19th Avenue
• NW 3rd Street
• NW 6th Street
Zone 2 (Riverside Elementary)
• SW 13th Avenue
• SW 1 Oth Avenue
• SW 3rd Street
• SW 1 st Street
Zone 3 (Riverside Park to Jose Marti Park)
• SW 9th Avenue
• SW 4th Avenue (including Jose Marti Park)
• SW 2nd Street
• SW 5th Street
Zone 4 (MSHS)
• SW 25thAvenue
• SW 22nd Avenue
• NW 2nd Street
• SW 3rd Street
STREET HIERARCHY: MAJOR COLLECTORS
SLAM rn
ZONE 1: E,
CITRUS GROVE
Citrus Grove
Henderson `
Park
ZONE 2:
ZONE 4: MIAMI + Flagler RIVERSIDE ZONE
SENIOR HIGH SCHOOL ,°�y _ _ - RIVERSIDE PARK/
�" SW 1 st Street
Lincoln JOSE MARTI Jose
_+ �} Tr Riverside
*' w i•�,. '? Marti
Miami Senior F -' Elementary & Marti
Park
High Sc ool �- � ��-'� YWP Ada Merritt
�Mater
Riverside
.fiaa �r Park
- µ t ,�-
SW7th Street_
.- 1
,^ SW8th Street
17th 12th - - 8th
Avenue Avenue' S Avenue
MAJOR COLLECTORS
Major collectors are the
main thoroughfares that
move traffic between local
and arterial streets.
In Little Havana, all of the
state roads are classified
as C4 Urban General
which support a mix of
uses within well-connected
and small blocks with
residential neighborhoods
along or behind the uses
fronting the corridor.
The following streets are considered major collectors within the boundaries of the PPZ:
• SW 1 st Street
• West Flagler Street
• SW 7th Street
• SW 8th Street
• SW 8th Avenue
• SW 12th Avenue
• SW 22nd Avenue
Key Intersections
• Pedestrian crossings are prioritized where major collectors and neighborhood
greenways intersect within the pedestrian priority zones.
PAGE 11
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1. MAKE GREENWAYS THE
FOCAL POINT
Reconstruct all greenways to include:
FAOIto] ONI O10ONEmIasi ffli� xV.0N12W
High emphasis crosswalks with
perpendicular curb ramps and detectable
warning strips at all four crossings
Beverly Hills, CA
PAGE 13
Miami, FL
B. TREE PLANTINGS
Tree plantings at least 30' on center,
Neighborhood greenways should be prioritized to have
additional shade trees to the greatest extent possible.
London, England
CWt"ML _j:I�Y"MNWN"M&'4
Install and maintain pedestrian amenities including street furniture on
established routes to schools.
IIII HMIl1161MDIN III] N► IMMINO011Qfl11HI
EXTENSIONS
Use paint to change turning radii to 20 or
15'or build curb extensions.
Curb extensions are planters which extend
into the street at intersections, to reduce
crossing distances and add shade.
Safe Routes to Schools
Los Angeles, CA from LA
Streetsblog
PAGE 15
E. PAVEMENT MARKINGS FOR ONE-
WAY STREETS
Stripe parking lane for all neighborhood
greenways which are one-way streets to change
speeding behavior.
Little Havana, Miami
PAGE 17
2. INTERSECTION
IMPROVEMENTS FOR
COLLECTORS
Intersection improvements for collectors
should include:
Nwato] ONI O10ONEmWei"WAND
High emphasis crosswalks at all four
crossings if none exist.
Santa Monica, CA
111<fl111#1��\►�I
Perpendicular curb ramps with detectable
warning strips.
InHM111161MDIN 1111HOII MIWO0111
Use paint to change turning radii to
20' or 15'or build curb extensions for
intersections with greenways only.
London, England
3. EXISTING SIGNALS
All existing signalized intersections shall have:
A. PEDESTRIAN SIGNALS
B. LEADING PEDESTRIAN INTERVALS OR ADJUSTED
SIGNAL TIMING FOR CHILDREN
C. PEDESTRIAN COUNTDOWNS ON ALL SIGNAL
HEADS
Little Havana, Miami
PAG E 19
4. NO RIGHT ON RED
Initiate no right turn on red for turning
movement towards schools at signalized
intersections during school hours. This
applies to SW I st Street in Zone 2: Riverside
and Zone 4: Miami Senior High.
Little Havana, Miami
5. MIDBLOCK CROSSINGS
Study opportunities for midblock crossings on
established routes to schools:
A. BASED ON DISTANCE FROM SIGNAL
For roadway segments that are more than 300
feet from the nearest traffic signals.
B. PEDESTRIAN REFUGE ISLANDS
Midblock crossings should include pedestrian
refuge islands to enhance safety and physically
separate pedestrians from moving traffic.
Bordeaux, France
PAGE 21
C. CONVERT PAINTED
ISLANDS TO MIDBLOCK
ISLANDS
Painted islands should be converted
to pedestrian refuge islands
when they are not in conflict with
driveways.
NW 22nd Avenue
@ Citrus Grove
1 �-
Little Havana, Miami
6. MAINTENANCE
Maintain existing infrastructure. Much of the existing infrastructure has
been poorly maintained.
A. REPAIR CROSSWALKS
Re -stripe crosswalks that are faded
B. RE -STRIPE FADED STOP LINES
C. REPLACE MISSING OR FADED SCHOOL ZONE SIGNS
Little Havana, Miami
D. PLANT EXISTING PLANTERS
Replant empty curb extension planters
• SW 4th Street
• SW 3rd Street
• SW 2nd Street
• NW 6th Street
• NW 19th Avenue
7. REDUCED SPEEDS
Implement 25mph on all local roads.
PAGE 23
REVIEW PROCESS + ENFORCEMENT
The City will need to establish guidelines for
prioritizing and managing improvements. It
is recommended that the following policies be
incorporated into the City's workflow and adopted
by each department. In addition, we recommend the
following approval process.
APPROVALS + IMMEDIATE ACTIONS:
1. Determine criteria checklist and approval
process.
2. Draft PPZ boundaries for adoption in Miami 21
(the City's zoning code).
3. Develop work plan matrix of projects
4. City Commission approval of boundaries and
report.
5. Create matrix of PPZ project improvements and
break down by initiative.
6. Make Pedestrian Priority Zone a capital project
7. Perform site reconnaissance for each initiative
to confirm need
8. Develop work plan matrix for each project and
timeline
9. Coordinate approval process with DTPW
10. Coordinate with EDOT State Safety Office for
improvements on State Roads.
ESTABLISH A LITTLE HAVANA PPZ OVERSIGHT COMMITTEE:
The PPZ oversight coin mittee will review potential new roadway improvement projects. The committee
can be fulfilled by internal staff or through external representation. If external, the committee should
include representatives from the Transportation Planning Organization, Healthy Little Havana Board,
School Board, Miami Senior High School, Citrus Grove Elementary or Middle Schools, Riverside
Elementary and may also include representatives from local Charter Schools and Magnet schools and
residents within the PPZ boundaries.
ESTABLISH REVIEW P R I O R I TI ES. All projects should exhibit the following characteristics:
o Prioritize Walking as a Mode: Give the same priority to walking as is given to other transportation
modes. Walking is an efficient transportation mode for most short trips and can be easily linked
with transit to significantly increase trip distance.
o Accessibility: Pedestrian facilities in Little Havana should meet accessibility requirements and
provide safe, convenient, and interconnected transportation networks. People who cannot or
prefer not to drive should have safe and efficient transportation choices to school and parks.
o Going Beyond Minimum Design Standards: Design walking facilities beyond the minimum
standards and anticipate likely future demand for walking facilities to accommodate future
pedestrian improvements.
IMPROVEMENTS DURING MAINTENANCE PROJECTS:
Make facility improvements for pedestrians during resurfacing and other maintenance projects. All of the
policy recommendations below should be implemented immediately. All of the design and construction
recommendations should be triggered by planned maintenance and resurfacing by City of Miami, Miami
Dade County or Florida Department of Transportation.
APPENDIX: WALK LITTLE HAVANA
I. Meeting Summaries
Meeting #i:
Our team met with Commissioner Carollo's office on Friday October 18, 2019 to introduce the
project. They identified the following needs:
• 7th Street needs better crossings especially from 4th to i7th streets
• Educational component
• Limit cut -through traffic
• One-way streets encourage more traffic especially on SW 5th and SW 6th Streets in
the north part of the neighborhood. The roads are only two -lanes
• NW 7th Street access to the Stadium
• Need water sidewalks and connected sidewalks
• Many streets don't have sidewalks.
• Bicycles on sidewalks is an issue. Would like more space for bicycles on the street but
cannot remove parking. Also don't want to add more congestion to the streets as a
result of bike lanes.
They also identified the following opportunities:
• Connect with Commissioner Higgins- she will be a good advocate for State and County
road improvements.
• Talk with Better Bus Project about needs in Little Havana and trolley route data.
Meeting #2
Our team met with City of Miami Public Works on October 28, 2019 to introduce the project.
The following ideas were discussed:
• Public Works recommends we add the standards to their engineering standards over
Chapter 58. We can also consider adding to Miami 21, though this doesn't deal with
right of way unless there is a large development.
• The County follows FHWA standards for roadway design. They will only approve
standard crosswalks which are designed not to come in contact with car tires. Non-
standard painted crosswalks reduce friction and need to be repainted.
• Speak with Darlene Fernandez in Traffic.
• PW is supportive of io' wide lanes on City streets. Most roads are 25mph.
• Public Works is developing a GIS based application to collect data on sidewalk widths,
locations and conditions, as well as existing crosswalks and other street improvements.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 1 of 31
This will be available by February or March of 202o and we can incorporate this into
our research.
Meeting # 3:
On December 12, 2019, our team met with FDOT's Complete Streets team. They provided the
following information:
FDOT uses context classification to guide complete street design and dictate what sections
should look like. The following FDOT roadways are in the Little Havana neighborhood and
are classified as 4- Urban General with speeds of 35-45 mph.
• SW 8th Street
• SW 7th Street
• Flagler Street
• SW ist Street
• SW 27th Avenue
• SW I2th Avenue
• SW 8th Avenue
There are opportunities to make improvements to streets when roadway surfacing occurs
every io to 15 years.
Potential opportunities:
• Pedestrian phase for crosswalks with no right turn on red. All cars have a red light
when pedestrians are crossing. This is also called a pedestrian scramble. Examples
exist downtown.
• School Pool which closes roads to traffic via a crossing guard during morning drop off
and afternoon pick-up- South Florida Commuter Services is a good resource for this
solution.
• Bike trains and Walk train programs with parents walking or biking with a group of
students to school. Builds community too.
• Alert Today/Alive Tomorrow FDOT educational initiative.
• Lane elimination program
• Request CTP for Miami Senior High School at SW ist Street/Flagler and SW 24th
Avenue
Next Steps:
• FDOT to provide guidelines for context classification 4 roadways.
• FDOT to provide contact for CTP study at Miami Senior High and facilitate study
request.
• FDOT to provide crash data for 2019.
• FDOT to provide standards for crosswalks and crosswalk spacing as it relates to 4-
Urban General roadways.
• FDOT will provide data on Flagler Street crashes post construction.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 2 of 31
Meeting # 4:
On January 23, 2020 our team met with Miami Dade County Department of Transportation
and Public Works and provided a presentation which summarized site visit observations and
initial recommendations. DTPW provided the following input:
Additional comments/thoughts:
- This is a parking issue too: when there are parked cars, they obstruct sight.
- Idea to connect to navigation apps to highlight pedestrian priority zones and alert
drivers.
- This information is not new, but it showcases diverse options/opportunities.
- There are some things that could be done more easily than others.
- What are we trying to accomplish here?
o Designation has to come with:
■ Definition of policy language, goals, processes, etc.
■ Passed by the City
■ Acceptance of DOT
■ Ensuring that priorities and values of community are for safer streets
Already existing PPZ: Miami Beach and Downtown Miami.
Leading Pedestrian Interval — Priority for pedestrians "early start".
Recommendations from County:
- Everything presented is doable and realistic.
- Establish a street hierarchy for the project.
- Look at definitions between vehicle v. bike v. pedestrian streets.
- Any ideas/thoughts of integrating Lighthouse for the blind into consideration.
- Is there a recommendation for enforcement? (e.g., parking)
- MPA has the capacity to mark parking and where parking is not allowed.
- Commissioner won't support a fee for on -street parking.
- Cannot have a midblock crossing replace a painted island where it would connect to a
driveway or on -street parking, but otherwise, could install them.
- Some parking will need to be removed to accommodate larger crosswalks set further
back from crosswalks.
- Moving the stop line won't be effective if cars don't have adequate visibility. Must be
coordinated with removing on -street parking especially for unsignalized intersections.
Bigger, long terms efforts:
- Need to get the County and City and FDOT to accept that traffic will fail and override
the adopted level of service in order to circumvent need for traffic study for
crosswalks.
- County Parks can donate trees for neighborhood greenways and curb extensions.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 3 of 31
Start small:
- Start with street hierarchy using Miami Beach model- streets for transit, bike and ped
and streets for traffic.
- Where there is PPZ there needs to be a crosswalk.
- Can do leading pedestrian intervals because it improves pedestrian visibility and is
already being done in the County.
- No right on red if there is space on the sidewalk and the traffic light arm for signs.
Mid -block crossings where stripped medians have been painted when there isn't a
conflict with parking or existing driveways.
- Determine which streets the City could take over for improvements which are
important.
- Determine if parking is properly striped and setback 20' from the curb.
o Step i —crosswalks at ALL intersections for narrower streets
o Step 2 — upgrades and maintenance to existing crosswalks and stop lines once
responsible entity is determined
o Step 3 —timing with leading pedestrian interval or longer pedestrian crossing
times at 2.8 feet per second in coordination with the County's signalization
update
o Step 4— other ideas - prioritization of PPZ for new traffic/mobility
improvements
Long term opportunities:
o Crosswalks on all busier intersections with high volumes of traffic
- Potential partners:
o DOT
o Parks — Trees
o MPA
o TPO — Ask for older adult data for Little Havana
- County Update: County is updating all traffic signals for better management (2700
signals).
Next steps:
• County to provide data on senior housing, medical facilities and lighthouse for the
blind locations if available.
• Coordinate with Carlos on signal timing planned improvements.
• County to provide repaving plan.
• UHP to request senior housing data from TPO- Kevin.
• Additional data may be available from "Inner Roads".
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 4 of 31
Meeting #5
On February 6, 2020, our team met with City of Miami Deputy City Manager, Assistant City
Manager and Department heads from Public Works and Planning.
In this meeting the Assistant City Manager agreed that the City should accept the Little
Havana Pedestrian Priority Zone Report, synthesize it and make recommendations for
requiring its implementation.
Opportunities:
• The City can install ADA ramps, detectable warning surfaces on City maintained
roadways.
• All City residential streets are now 25mph. Signs may not be posted. This can be
implemented.
• Opportunity to replicate this study and analysis in other neighborhoods in Miami,
especially those that are adjacent to Little Havana.
• Opportunity to coordinate the findings and County decisions with the Downtown
PPZ.
Incorporating the PPZ in the City's Existing Framework:
• Public Works can require new developments contribute io% of the construction costs
for street improvements. This requirement can be triggered in Little Havana so funds
may be used to implement PPZ projects.
• Develop a checklist specific to the PPZ and layer it with the City GIS so projects in
Little Havana can be flagged for PPZ related improvements.
• Incorporate the PPZ requirements as part of the City standards.
• Bundle PPZ improvements so that the County can be more efficient in their traffic
studies.
Limitations:
Bi-directional curb ramps interfere with the drainage basins at curbs. Crosswalks and
curb ramps could be moved further back from curbs so they don't interfere with
existing drainage on residential streets. The stop line will also need to be moved back
and this will decrease visibility for cars.
County is concerned about how any improvements will impact car flow- Darlene
Fernandez.
Additional Recommendations:
• No right on red can be implemented during school days from dam to 6pm within
school walking routes.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 5 of 31
Next steps:
• Planning to review Comprehensive Plan requirements for TCEA and LOS E+ 5o in
terms of overriding LOS within the PPZ.
• Follow up meeting with City Public Works and Planning with County traffic engineer
Darlene Fernandez and Carlos Cruz Casas regarding traffic study needs in relation to
the Citywide TCEA and in coordination with the Downtown DDA PPZ.
• Submit report to City and City Commission to accept report and recommendations.
Community should be in attendance.
• Adopt PPZ boundaries.
• Direct staff to incorporate recommendations into their departments in terms of
comprehensive planning, design and construction and develop strategy for
implementation.
Meeting #6
On March 4t' 2020 our team held a joint meeting with City Planning, Public Works and
County Traffic. The following recommendations were made:
Goals:
Create PPZ for Little Havana and define criteria for roads and development within
these zones.
Use the Little Havana PPZ as a template for other neighborhoods by creating a
standardized process.
Process-
i. Develop checklist and circulate to County and City to determine roles and
responsibilities.
2. Describe the potential impacts of these criteria and develop statement of support.
3. Develop recommendations deliverable.
4. Approval from City Commission.
5. Direction from City Manager.
6. Resolution to Board of County Commissioners to support criteria.
Other comments:
Use Safe Routes to Schools criteria for minimum distances to school (in addition to MUTCD).
Next Steps:
i. Prepare list of PPZ criteria to circulate to all meeting attendees and Claudia Diaz at
DTPW for comments on known approval processes.
2. Review comments and incorporate into plan recommendations.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 6 of 31
Meeting #7
On March 12, 2020, our team presented to FDOT's Community Traffic Safety Team at Miami
Dade Public Schools. Members of the meeting recommended presenting to the MPO's BPAC
(Bicycle and Pedestrian Committee). They also suggested:
• Changing the name Pedestrian Priority Zone to something less technical that
highlights walking and traffic calming.
• Meeting with Commissioner Reyes who is supportive of traffic calming.
• Reviewing the school safety routes which they can provide.
• Reviewing Safe Routes to Schools design criteria which they can provide.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 7 of 31
II. Summary of Previous Studies
Little Havana Bicycle/Pedestrian Mobility Plan
According to the study, pedestrians generally have a good walking environment. The high
level of service can partially be attributed to generally wide sidewalks that are separated from
traffic by either on -street parking or other types of buffers, and shade -providing trees. The
following criteria are used for measuring pedestrian level of service (PLOS):
• Existence of a sidewalk
• Lateral separation of pedestrians from motorized vehicles
• Motorized vehicle volumes
• Motorized vehicle speeds
The majority of main roadways within Little Havana have a PLOS of C. Less than one percent
of major roadway segments within the study area that have a PLOS of A or F.
Tabie 5- Little Havana Pedestrian Level of Service Sunimary
Percentage
MajorRoads
C
47.44%
D
13.07%
E
1. 1
F
D_:3spa
Between 2oo8 and 2oi3, there were approximately Soo reported crashes involving pedestrians.
Of these, approximately 135 involved an elderly pedestrian. the crashes are concentrated in the
northern half of the study area, between SW 8t' Street and NW 7th Street. This coincides
with the higher density residential areas. Crashes involving elderly pedestrians tend to occur
more on major roadways, particularly those with high Metrobus ridership. This may be
because elderly residents in Little Havana are regular transit users, and must cross major
roadways to reach their final destination.
The study also recommends twenty-one specific projects to enhance pedestrian and bicycle
mobility in Little Havana. Several of these projects are relevant to the Pedestrian Priority
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 8 of 31
Zone (PPZ) and have been incorporated in the overall PPZ policy and project
recommendations. Below is a description of these relevant project recommendations.
Project is
Recommendations for new bike lanes
Table 8. Recommended Bicycle Lane Corridors
S4Y 1st Strut
SW 6th Avenue to South River Drive
S44 6th Street
SW 27th Avenue to SW 4th Avenue
Sw 3rd Avenue
South Dixie Highway to SW 12th Avenue
SW 22nd Avenue
West Flag ler Street to SW 22nd Street
SW 22nd Avenue Road
SW 8th Street to West Flag ler street
SW 17th Avenue
West Flagler Street to 5W 1st .Avenue
Project 2:
Proposed Neighborhood Greenways
Neighborhood greenways incorporate a variety of elements including shared lane markings,
traffic calming, and bike route and wayfinding signage to provide a comfortable and low -stress
environment that encourages the use of non -motorized modes of transportation. The
following segments are within the Little Havana neighborhood and are candidates for
neighborhood greenways:
SE Quadrant:
o SW 3rd Street SW i4th Avenue to SW 4th Avenue
o NW/SW loth Avenue NW 7th Street to SW 13th Street
o SW 7th Avenue South River Drive to SW firth Street
o SW 5th Avenue SW 12th Avenue to West Flagler Street
NE Quadrant:
o NW 3rd Street NW 27th Avenue to South River Drive
o NW 4th Street NW i4th Avenue to NW 8th Avenue
o NW/SW loth Avenue NW 7th Street to SW 13th Street
o SW 7th Avenue South River Drive to SW nth Street
NW Quadrant:
o NW nth Street/NW i4th Court NW 27th Avenue to NW 7th Street
SW Quadrant:
Appendix Walk Little Havana PPZ
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o NW 25th Avenue NW 7th Street to SW 6th Street
o SW 16th Avenue West Flagler Street to SW 8th Street
o SW 19th Avenue NW 3rd Street to South Dixie Highway
o SW 15th Avenue West Flagler Street to SW 8th Street
o SW i4th Avenue NW 7th Street to SW 8th Street
o SW 13th Avenue West Flagler Street to SW 8th Street
Project 3:
Safe crossings
Provide crosswalks and signage at intersections where a neighborhood greenway meets with a
major roadway. These neighborhood greenway intersections include crosswalks, aesthetic
treatments, and safety features such as rectangular rapid flashing beacons (RRFBs) and
lighting.
o At unsignalized intersections < 12,000 AADT:
o Marked crosswalks and warning signs
o At unsignalized intersections > 12,000 AADT:
o Marked crosswalks and warning signs
o State law crosswalk signage
o Rectangular Rapid Flashing Beacons (RRFB)
o Median refuges where feasible
Table
SW 271, Avenue & SW 191 Street
-nded Safe Crossings
SW 101 Avenue & SVV 61 Street
SW 141' Avenue & SW 71 Street
SW 241 Avenue & SW 61 Street
KW 101 Avenue &. NW 21 Street
SW 131 Avenue & SW 71 Street
SW 191 Avenue & SW 61 Street
NW 101 Avenue & West Flagler Street
SW 101 Avenue & SW 71 Street
SW 19' Avenue &. SW 11 Street
SW IDt' Avenue & SIN 11 Street
SW 71 Avenue & SW 6" Street
NW 191 Avenue & West Flagler Street
SW 5" Avenue & West Fkger Street
SW 71 Avenue & SW 71 Street.
SW 14"-° Avenue & SW 611' Street
SW S'" AvenLie & SW 11' Street
SVV S'" Avenue & SW 71'° Street
SW 14' Avenue &. SW 1 ' Street
SW 5' Avenue & SW 6' Street
NW 14' Court & NVV 7' Street
WN 14'Avenue &',Nest# Flagler Street
SW 27'" Avenue&. SW 2e Street
NW 14�h Avenue & NW 71' Street
N^N 1e Avenue & hW 2itl Street
SW 2e Avenue & SVV r Street
SW 2e Avenue & 5W 227" Street
N'JV 2:!" Avenue & NW 31 Street
SW 13" Avenue &. SW 6m Street
SW 191" Avenue & SW 22F4 Street
NW 271" Avenue & NW 311 Street
SW13"' Avenue & SW 6'" Street
SW 161' Avenue & SW 22"° Street
NW 27" Avenue & MY 11 "' Street
SW 15"' Avenue & SW 7"' Street
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 10 of 31
Project 4:
Traffic Calming
Implement traffic calming techniques, such as speed cushions, neighborhood traffic circles,
textured pavement intersections, and diverters to reduce motor vehicle speeds throughout the
Little Havana area. The recommended traffic calming technique is the traffic circle and the
proposed locations are primarily the intersection of two neighborhood greenways.
TableRecommended
Traffic Calming
Intersections
SW 26th Larne & SW 25"' Aven ue
SW 20' Terrace & SW 21"Avenue
SW 2EP Road & SW 2"d Avenue
SVV 24"' Terrace & SW 25'h Avenue
SW 16'h Street & SW 16th Sweet
SW 26t" Road & SW 2r" Avenue
SW 23'd Street & SW 25th Avenue
SW 241h Street & SW 19th Avenue
SW 25th Road & SW 2"d Avenue
SW 27th Street & SW 2411 Avenue
SW 23m Street & Svh'' 19r' Avenue
SW 315t Roa4 & SIN 4th Avenue
SW 26th Street & SW 20' Avenue
SW 21s' Street & SW 19th Avenue
SW 291h Road & SW 4tn Avenue
SVY 25t' Street & SW 24t" Avenue
SW 191h Street & SVY 19'h Avenue
SVY 27' Road & SW 41 Avenue
SW 24th Street & SW 24t�' Avenue
SW 17'h Street & SW 19th Avenue
SVY 25th Road & SW 47, Avenue
SW 22"d Terrace & SW 2+4'h Avenue
SW 24111 Terrace & SW 18t�' Avenue
SW 28th Road & SSW Vh Avenue
SW 18th Street & SW 24th Avenue
SW 22rid Terrace & SW IVh Avenue
SW 251' Road & SW 5" Avenue
SW 16th Street & SW 24Lh Avenue
SW 161h Street & SW 18th Avenue
SW 22"d Road & SW 5Jh Avenue
SW 14th Street & SW 24t" Avenue
SW 13th Street & SW 18th Avenue
SW 20th Road & SW 5"' Aven Lie
SVY 10th Street & SW 24�' Avenue
SW 23b Street & SW 16t, Court
SVY 28th Road & SW 7tn Avenue
SW 251 Terrace & SW 230d Avenue
SW 2Dth Street & SW 16th Avenue
SWV 26th Road & SIN 70 Avenue
SW 24th Terrace & SW 23'd Avenue
SW 19'h Street & SW 16th Avenue
SW 23'd Road & SW 7th Avenue
SW lath Street & SW 231d Avenue
SW 241' Terrace & SW 21st Avenue
SW 21P Road & SifV r Avenue
SW 11 th Street & SW 23rJ Avenue
SW 11th Street & SW 16th Avenue
SW 24th Road & SW 9U' Avenue
Project 6:
Pedestrian Priority Zone
Adopt a Little Havana Pedestrian Priority Zone designation within the area bounded by SW
8th Street in the south, the Miami River in the north, SW 22nd Avenue in the west, and SW
end Avenue in the east.
Adopt the Pedestrian Priority Zone through local government ordinance. Coordinate with the
City of Miami, Miami -Dade County, and FDOT to support implementation of the Pedestrian
Priority Zone principles through project design.
Appendix Walk Little Havana PPZ
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• Prioritize pedestrians and access to transit over other modes during project
prioritization and decision -making to recognize that the Little Havana area is a unique
setting where non -motorized transportation is vital to the economic, social, health, and
mobility well-being of the community and a particularly viable transportation solution
• Roadway studies and projects must consider all modes and provide improvements for
all modes
• Improvements to motor vehicle traffic flow must be designed in such a way that does
not compromise pedestrian safety
• Pedestrian priority zone principles include
o maintaining appropriate clear sidewalk width for pedestrian travel,
o aligning curb ramps with sidewalks,
o requiring crosswalk at all intersections,
o increasing pedestrian crossing times beyond the minimum,
o reducing travel lane widths,
o providing shade for sidewalks,
o reducing speed limits, and
o eliminating right -turn -on -red in dense pedestrian corridors
Project 7:
Crosswalks at SW 7t' Street crossings (Rectangular Rapid Flashing Beacons)
o At signalized intersections:
o Marked crosswalks on all four approaches
o Turning vehicles stop for pedestrian signage
o At unsignalized intersections < 12,000 AADT:
o Marked crosswalks and warning signs
o At unsignalized intersections > I2,000 AADT:
o Marked crosswalks and warning signs
o State law crosswalk signage
o Rectangular Rapid Flashing Beacons (RRFB)
o Median refuges where feasible
Recommended crosswalk locations include:
SW 7th Street & SW 23rd Avenue
SW 7th Street & SW list Avenue
SW 7th Street & SW i8th Avenue
SW 7th Street & SW gth Avenue
Appendix Walk Little Havana PPZ
Healthy Little Havana
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Project 9:
Sidewalk improvements
Construct new sidewalks where connections are missing and repair existing
deteriorated/cracked sidewalks.
Repair cracked and crumbling sections of sidewalk:
o NW 3'
Street between NW 8t' Avenue & South River Drive
o NW end Street between NW 14t' Avenue & NW 8t' Avenue
o NW ist Street between NW 8t' Avenue & NW 7t' Avenue
o SW 3' Street between SW 8t' Avenue and SW 7t' Avenue
o SW 3' Street between SW 6t' Avenue and SW 5t' Avenue
o NW i4t' Court between NW 7t' Street and South River Drive
Build new sections of sidewalk to fill in missing gaps:
o South River Drive between NW 15t' Avenue & NW i4t' Court
o NW end Street (south side) just west of NW 15t' Avenue
o NW end Street (south side) just east of NW ut' Avenue
o NW 25t' Avenue between NW 7t' Street & NW iit' Street
o NW 24t' Avenue between NW 7t' Street & NW ut' Street
o NW 19t' Avenue north of NW 7t' Street
Project 12:
Pedestrian Wayfinding
A successful walking and bicycling environment requires a comprehensive network of
wayfinding elements to create an effortless navigation system and a fluid experience. Clear
navigation encourages people to walk and bicycle while also enhancing the identity of a
region, community, or open space.
Community -based temporary wayfinding signs can be implemented as a demonstration
project in advance of more permanent, branded wayfinding signs following a wayfinding
master plan
Include proposed wayfinding study and improvements in Capital Improvements Program
(CIP)
Project 13:
Sidewalk Furnishings and Street Tress
As streets and surrounding land use are redeveloped, provide appropriate sidewalk
furnishings and relocate existing elements obstructing pedestrian pathways (including but not
limited to signage, lighting, trees, benches, and traffic signal devices) to establish a clear
pedestrian throughway zone on
Appendix Walk Little Havana PPZ
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streets in Little Havana.
Project 14:
Low Speed Design Principles (design speed for 3omph)
As streets are redesigned, reconstructed, and redeveloped, use low -speed design principles to
achieve lower speeds through techniques such as smaller corner radii, pedestrian bulb -outs,
traffic circles that accommodate bicycles and pedestrians, and utilizing traffic calming devices
where appropriate. Additionally, perceptual design features such as patterns painted,
stamped, or built into the roadway surface encourage motorists to reduce speeds.
Appendix Walk Little Havana PPZ
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Little Havana Mi Importa Summary of Relevant Findings
The Little Havana Mi Importa Plan includes a section on mobility to support Little Havana as
a multi -modal neighborhood. The section objectives that relate to the PPZ include:
(i) Create an efficient and convenient multi -modal transportation network
(z) Increase pedestrian and bicycle safety
(3) Improve public transportation and increase transit ridership
In terms of bicycle and pedestrian safety, the plan identifies several recommendations which
are relevant to the PPZ. These are described below.
1.4 Identify streets by the users and uses they serve.
Mobility should be based on the number of people served, not vehicles served. Volume
should be measured by the number of people using streets, rather than vehicles and include
all kinds of mobility- pedestrians, cyclists, transit riders, motorist.
While this is a ideal goal, the traffic regulatory agencies do not currently use this methodology
when designing streets for pedestrians. The Federal Highway Administration's Manual of
Uniform Traffic Control Devices and AASHTO provide guidance and regulations for traffic
control devices and roadway design. Miami Dade County follows these guidelines, as they are
mandated by the Federal government.
The plan also suggests a hierarchy of streets which has been incorporated into the PPZ policy
recommendations along with the recommendations from the Bicycle Pedestrian Mobility Plan
for neighborhood greenways. Not all of the recommendations meet the Federal standards for
roadway design, but the hierarchy provides a system for considering how streets could
function to enhance walkability.
GREEN STREETS, like neighborhood greenways provide local access for automobiles with
parking ad slower speeds.
NEIGHBORHOOD STREETS are envisioned as one-way with parking on both sides. They
are a single lane with a bike lane, curb extensions at intersections and decreased curb radii.
COMMUTER STREETS are what FDOT classifies as collectors. Little Havana Mi Importa
recommends following the City's Complete Streets Guidelines for collectors, prioritizing
public transit with dedicated transit lanes and providing protected bike lanes.
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Additional recommendations that relate to the PPZ are described below:
2.4 Improve sidewalks by
• bringing all into good repair
• Planting more native shade trees
• Sidewalk tapering closer to curb edge
• Removing unneeded signs from the sidewalks
2.5 Enhance crosswalks at major intersections
• Raised crosswalks
• Wider crosswalks at all Commuter Streets
2.6 Add more crosswalks with distances greater than 65o"
2.7 Build curb extensions at intersections.
2.8 Shorten signal lengths.
2.9 Cycling Infrastructures.
3.3 More amenities for public transit like shelters
1.3 Green infrastructure- Convert SW 3' Street into a green street by connecting Riverside
Park to Jose Marti Park.
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III. Policy and Regulatory Requirements
Local Policy
The Home Rule Charter for Miami -Dade County was adopted at referendum on May 21, 1957.
The charter's main provision relative to transportation is that the county maintains control of
all engineering, construction and maintenance of its roads, bridges and canals, along with all
traffic signals and signs supporting them regardless of municipal jurisdiction.
FEDERAL STANDARDS:
There are several federal standards which govern roadway design and traffic control devices.
These are described below.
FHWA Standards
The Federal Highway Administration (FHWA) defines functionally classifying roads as the
process when streets and highways are grouped into classes, or systems, according to the
character of service they provide. Roadways in urban areas are classified as principal arterials,
minor arterials, collectors and local roads.
The Florida Department of Transportation (FDOT) follows a similar system and through a
statewide, cooperative process within county and local jurisdictions.
Functional classification is the grouping of highways by the character of service and
connectivity they provide. Functional classification categorizes streets according to their
ability to i) move traffic, and 2) provide access to adjacent properties. Federal, State and Local
transportation agencies use functional classification for roadway design. Standard highway
functional classifications are described below:
Minor Arterial
• Connections between local areas and network principal arterials
• Connections for through traffic between arterial roads
• Access to public transit and through movements
• Pedestrian and bike movements
Collector
• Carry traffic with trips ending in a specific area
• Access to commercial and residential centers
• Access to public transportation
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• Pedestrian and bicycle movements
Local Roads
• Direct property access —residential and commercial
• Pedestrian and bicycle movements
Arterials carry heavy volumes of traffic for employment, as well as the movement of goods
and services. Arterial roadways provide for regional movement; travel to destinations outside
the City; and for non -local traffic through traffic. These are typically major highways like 836
and I-95.
Collector facilities serve an intermediate function to distribute traffic between regional
arterial
facilities and local roadways. These include most of the state roads in Little Havana — SW 8t'
and 7t' Streets, West Flagler and SW ist Street and the main north/south roadways including
NW/SW 27t' Avenue, NW/SW 22nd Avenue and NW/SW 12t' Avenue.
Local streets, in turn, serve as site -specific routes for each end of a trip. These are local streets
which connect to collectors.
AASHTO
AASHTO's A Policy on Geometric Design of Highways and Streets (AASHTO Green Book)
provides national guidance for designing geometric alignment, street width, lane width,
shoulder width, medians, and other street features. The AASHTO Green Book has been
adopted by FHWA as the standard for design of streets and roads that are part of the National
Highway System (NHS). These are Interstate Freeways, principal routes connecting to them,
and roads important to strategic defense.
The AASHTO Green Book provides guidance that local governments often treat as the sole
source of street design guidance.
Manual of Uniform Traffic Control Devices (MUTCD)
The MUTCD sets the national standard for the design and application of traffic control
devices including roadway markings, traffic signs, and signals. The Federal Highway
Administration oversees application of the MUTCD. The State of Florida chooses to adopt the
Federal MUTCD as its manual for signs, pavement markings, and traffic control devices.
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All municipalities must follow the procedures and policies set out in the Manual on Uniform
Traffic Control Devices (MUTCD). Traffic control devices include traffic signals, traffic signs,
and street markings. The manual covers the placement, construction, and maintenance of
devices. Under the guidelines, all devices must
• fulfill a need
• command attention
• convey a clear, simple meaning
• command the respect of all road users
• give adequate time for proper response
The MUTCD emphasizes uniformity of traffic control devices to protect the clarity of their
message. A uniform device conforms to regulations for dimensions, color, wording, and
graphics. Uniformity also means treating similar situations in the same way.
MUTCD Standards for Marked Crosswalks:
According the MUTCD, marked crosswalks must be installed carefully and selectively. Before
installing new marked crosswalks, an engineering study is needed to determine whether the
location is suitable for a marked crosswalk. For an engineering study, a site review may be
sufficient at some locations, while a more in-depth study of pedestrian volume, vehicle speed,
sight distance, vehicle mix, etc., may be needed at other sites. It is recommended that a
minimum of 20 pedestrian crossings per peak hour (or 15 or more elderly and/or child
pedestrians) exist at a location before placing a high priority on the installation of a marked
crosswalk alone.
MUTCD Standards for Midblock Crossings:
If speeds are more than 40 mph or volumes higher than 20,000 vehicles per day, mid -block
crossings may not be the most suitable treatment.
The following controlled crosswalks are approved:
i. Rectangular Rapid Flashing Beacon (RRFB)
The RRFB, also known as a stutter flash, enhances the flashing beacon by replacing
the slow flashing incandescent lamps with rapid flashing LED lamps. The lights can be
activated either by a push-button or with remote pedestrian detection. This treatment
is included in the 2oog Federal MUTCD. There are also versions with LED lights
placed within the pedestrian crossing sign.
2. High- Intensity Activated Crosswalk (HAWK)
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This enhanced signal treatment is used in circumstances where there are high vehicle
speeds as well as a high demand for pedestrian crossings. It combines the beacon
flasher with a traffic control signal to generate a higher driver yield rate. They are
pedestrian activated and will display a yellow indication to warn vehicles, then a solid
red light. While pedestrians are crossing, the driver sees a flashing red light in a "wig
wag" pattern until the pedestrian clearance phase has ended, then returns to a dark
signal. The HAWK is now included in the 2oog Federal MUTCD.
3. Mid -Block Pedestrian Signal
A pedestrian signal may be used to provide the strictest right-of-way control at a
pedestrian crossing. Warrants for placement are defined within the MUTCD (a new
warrant is provided in the 2oo9 Federal MUTCD).
MUTCD Standards for Advanced Stop or Yield Limit Lines for Crosswalks:
Another traffic controls which can increase pedestrian safety is advanced stop or yield limit
lines. Solid white lines extend through the traffic lane to communicate to drivers where they
should stop. MUTCD requires they be placed at least 4 feet before the crosswalk, although
placement at greater distances can enhance pedestrian visibility and vehicle reaction times.
MUTCD Standards for Walking Speeds for Signalized Crosswalks:
Walking speeds are also a consideration for signalized crosswalks. The standard for walking
speeds at signalized intersections has changed from 4 feet per second to 3.5 feet per second to
more accurately reflect the average pedestrian walking speed and aging population. The 2009
Federal MUTCD requires this reduction. In addition, a slower walking rate of 2.8 feet per
second is recommended in areas with a high number of children, older adults, or disabled
pedestrians crossing.
MUTCD Standards for Crosswalk Markings at Schools:
There are also special regulations for crosswalk markings as schools in the 2009 MUTCD.
Section 7C.02 Crosswalk Markings
Guidance:
of Crosswalks should be marked at all intersections on established routes to a school where
there is substantial conflict between motorists, bicyclists, and student movements; where
students are encouraged to cross between intersections; where students would not otherwise
recognize the proper place to cross; or where motorists or bicyclists might not expect students
to cross (see Figure �A-i).
Appendix Walk Little Havana PPZ
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The school route plan, developed in a systematic manner by the school, law enforcement, and
traffic officials responsible for school pedestrian safety, should consist of a map (see Fi re
-7A-i) showing streets, the school, existing traffic controls, established school walk routes, and
established school crossings.
The type(s) of school area traffic control devices used, either warning or regulatory, should be
related to the volume and speed of vehicular traffic, street width, and the number and age of
the students using the crossing.
og School area traffic control devices should be included in a school traffic control plan.
02 Crosswalk lines should not be used indiscriminately. An engineering study considering the
factors described in Section 3B.i8 should be performed before a marked crosswalk is installed
at a location away from a traffic control signal or an approach controlled by a STOP or YIELD
sign.
03 Because non -intersection school crossings are generally unexpected by the road user,
warning signs (see Sections �B.n and ;B.i2) should be installed for all marked school
crosswalks at non -intersection locations. Adequate visibility of students by approaching
motorists and of approaching motorists by students should be provided by parking
prohibitions or other appropriate measures.
Guidance:
02 School walk routes should be planned to take advantage of existing traffic controls.
03 The following factors should be considered when determining the feasibility of requiring
children to walk a longer distance to a crossing with existing traffic control:
A. The availability of adequate sidewalks or other pedestrian walkways to and from the
location with existing control,
B. The number of students using the crossing,
C. The age levels of the students using the crossing, and
D. The total extra walking distance.
Section 3B.i8 Crosswalk Markings
Support:
of Crosswalk markings provide guidance for pedestrians who are crossing roadways by
Appendix Walk Little Havana PPZ
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defining and delineating paths on approaches to and within signalized intersections, and on
approaches to other intersections where traffic stops.
02 In conjunction with signs and other measures, crosswalk markings help to alert road users
of a designated pedestrian crossing point across roadways at locations that are not controlled
by traffic control signals or STOP or YIELD signs.
03 At non -intersection locations, crosswalk markings legally establish the crosswalk.
Standard:
04 When crosswalk lines are used, they shall consist of solid white lines that mark the
crosswalk. They shall not be less than 6 inches or greater than 24 inches in width.
Guidance:
05 If transverse lines are used to mark a crosswalk, the gap between the lines should not be
less than 6 feet. If diagonal or longitudinal lines are used without transverse lines to mark a
crosswalk, the crosswalk should be not less than 6 feet wide.
06 Crosswalk lines, if used on both sides of the crosswalk, should extend across the full width
of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking
between crosswalks (see Figures 313-17 and 3B-IQ).
Figure 3B-19 Examples of Crosswalk Markings
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o7 At locations controlled by traffic control signals or on approaches controlled by STOP or
YIELD signs, crosswalk lines should be installed where engineering judgment indicates they
are needed to direct pedestrians to the proper crossing path(s).
o8 Crosswalk lines should not be used indiscriminately. An engineering study should be
performed before a marked crosswalk is installed at a location away from a traffic control
signal or an approach controlled by a STOP or YIELD sign. The engineering study should
consider the number of lanes, the presence of a median, the distance from adjacent signalized
intersections, the pedestrian volumes and delays, the average daily traffic (ADT), the posted or
statutory speed limit or 85th-percentile speed, the geometry of the location, the possible
consolidation of multiple crossing points, the availability of street lighting, and other
appropriate factors.
og New marked crosswalks alone, without other measures designed to reduce traffic speeds,
shorten crossing distances, enhance driver awareness of the crossing, and/or provide active
warning of pedestrian presence, should not be installed across uncontrolled roadways where
the speed limit exceeds 40 mph and either:
A. The roadway has four or more lanes of travel without a raised median or pedestrian
refuge island and an ADT of I2,000 vehicles per day or greater; or
B. The roadway has four or more lanes of travel with a raised median or pedestrian refuge
island and an ADT of 15,000 vehicles per day or greater.
Support:
io Chapter 4F contains information on Pedestrian Hybrid Beacons. Section 4L.o3 contains
information regarding Warning Beacons to provide active warning of a pedestrian's
presence. Section 4N.02 contains information regarding In -Roadway Warning Lights at
crosswalks. Chapter 7D contains information regarding school crossing supervision.
Guidance:
ii Because non -intersection pedestrian crossings are generally unexpected by the road user,
warning signs (see Section 2C.5o) should be installed for all marked crosswalks at non -
intersection locations and adequate visibility should be provided by parking prohibitions.
Support:
12 Section 3B.i6 contains information regarding placement of stop line markings near
crosswalk markings.
Option:
13 For added visibility, the area of the crosswalk may be marked with white diagonal lines at a
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45-degree angle to the line of the crosswalk or with white longitudinal lines parallel to traffic
flow as shown in Figure 3B-ig..
14 When diagonal or longitudinal lines are used to mark a crosswalk, the transverse crosswalk
lines may be omitted. This type of marking may be used at locations where substantial
numbers of pedestrians cross without any other traffic control device, at locations where
physical conditions are such that added visibility of the crosswalk is desired, or at places
where a pedestrian crosswalk might not be expected.
Guidance:
15 If used, the diagonal or longitudinal lines should be 12 to 24 inches wide and separated by
gaps of 12 to 6o inches. The design of the lines and gaps should avoid the wheel paths if
possible, and the gap between the lines should not exceed 2.5 times the width of the diagonal
or longitudinal lines.
Option:
16 When an exclusive pedestrian phase that permits diagonal crossing of an intersection is
provided at a traffic control signal, a marking as shown in Figure 313-20 may be used for the
crosswalk.
Figure 3B-20 Example of Crosswalk Markings for Exclusive Pedestrian Phase That Permits
Diagonal Crossing
Figure 38-20. ExanVie of Crosswalk htarkinp
for an Exclusive Pedestrian Phase
that Permits i]iagonal Crossing
�
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Guidance:
17 Crosswalk markings should be located so that the curb ramps are within the extension of
the crosswalk markings.
Support:
18 Detectable warning surfaces mark boundaries between pedestrian and vehicular ways
where there is no raised curb. Detectable warning surfaces are required by 49 CFR, Part 37
and by the Americans with Disabilities Act (ADA) where curb ramps are constructed at the
junction of sidewalks and the roadway, for marked and unmarked crosswalks. Detectable
warning surfaces contrast visually with adjacent walking surfaces, either light -on -dark, or
dark -on -light. The "Americans with Disabilities Act Accessibility Guidelines for Buildings and
Facilities (ADAAG)" (see Section iA.u) contains specifications for design and placement of
detectable warning surfaces.
Section 4B.04 Alternatives to Traffic Control Signals
Guidance:
of Since vehicular delay and the frequency of some types of crashes are sometimes greater
under traffic signal control than under STOP sign control, consideration should be given to
providing alternatives to traffic control signals even if one or more of the signal warrants has
been satisfied.
Option:
02 These alternatives may include, but are not limited to, the following:
A. Installing signs along the major street to warn road users approaching the intersection;
B. Relocating the stop line(s) and making other changes to improve the sight distance at
the intersection;
C. Installing measures designed to reduce speeds on the approaches;
D. Installing a flashing beacon at the intersection to supplement STOP sign control;
E. Installing flashing beacons on warning signs in advance of a STOP sign controlled
intersection on major- and/or minor -street approaches;
F. Adding one or more lanes on a minor -street approach to reduce the number of
vehicles per lane on the approach;
G. Revising the geometries at the intersection to channelize vehicular movements and
reduce the time required for a vehicle to complete a movement, which could also assist
pedestrians;
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H. Revising the geometries at the intersection to add pedestrian median refuge islands
and/or curb extensions;
I. Installing roadway lighting if a disproportionate number of crashes occur at night;
J. Restricting one or more turning movements, perhaps on a time -of -day basis, if
alternate routes are available;
K. If the warrant is satisfied, installing multi -way STOP sign control;
L. Installing a pedestrian hybrid beacon (see Chapter /F)or In -Roadway Warning Lights
(see Chapter /N) if pedestrian safety is the major concern;
M. Installing a roundabout; and
N. Employing other alternatives, depending on conditions at the intersection.
Section 4C.o5 Warrant 4, Pedestrian Volume
Support:
or The Pedestrian Volume signal warrant is intended for application where the traffic volume
on a major street is so heavy that pedestrians experience excessive delay in crossing the major
street.
Standard:
02 The need for a traffic control signal at an intersection or midblock crossing shall be
considered if an engineering study finds that one of the following criteria is met:
A. For each of any 4 hours of an average day, the plotted points representing the vehicles
per hour on the major street (total of both approaches) and the corresponding
pedestrians per hour crossing the major street (total of all crossings) all fall above the
curve in Figure 4C-5; or
B. For r hour (any four consecutive 15-minute periods) of an average day, the plotted
point representing the vehicles per hour on the major street (total of both approaches)
and the corresponding pedestrians per hour crossing the major street (total of all
crossings) falls above the curve in Figure 4C-�.
Standard:
04 The Pedestrian Volume signal warrant shall not be applied at locations where the distance
to the nearest traffic control signal or STOP sign controlling the street that pedestrians desire
to cross is less than 30o feet, unless the proposed traffic control signal will not restrict the
progressive movement of traffic.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 26 of 31
05 If this warrant is met and a traffic control signal is justified by an engineering study, the
traffic control signal shall be equipped with pedestrian signal heads complying with the
provisions set forth in Chapter /E.
Guidance:
06 If this warrant is met and a traffic control signal is justified by an engineering study, then:
A. If it is installed at an intersection or major driveway location, the traffic control signal
should also control the minor -street or driveway traffic, should be traffic -actuated, and
should include pedestrian detection.
B. If it is installed at a non -intersection crossing, the traffic control signal should be
installed at least ioo feet from side streets or driveways that are controlled by STOP or
YIELD signs, and should be pedestrian -actuated. If the traffic control signal is
installed at a non -intersection crossing, at least one of the signal faces should be over
the traveled way for each approach, parking and other sight obstructions should be
prohibited for at least ioo feet in advance of and at least 20 feet beyond the crosswalk
or site accommodations should be made through curb extensions or other techniques
to provide adequate sight distance, and the installation should include suitable
standard signs and pavement markings.
C. Furthermore, if it is installed within a signal system, the traffic control signal should
be coordinated.
Option:
o7 The criterion for the pedestrian volume crossing the major street may be reduced as much
as 5o percent if the 15th-percentile crossing speed of pedestrians is less than 3.5 feet per
second.
08 A traffic control signal may not be needed at the study location if adjacent coordinated
traffic control signals consistently provide gaps of adequate length for pedestrians to cross the
street.
ADA
Curb ramps should be ADA compliant to accommodate mobility and visually impaired
pedestrians. Detectable warnings are required by the ADA Accessibility Guidelines with any
new curb ramp or reconstruction. These guidelines call for raised truncated domes of 23 mm
diameter and 5mm height. Curb ramps should align in the direction of the crosswalk and have
enough clear space beyond the curb line so the pedestrian is not drawn right into the line of
traffic.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 27 of 31
United States Department of Transportation Policy Statement on Bicycle and Pedestrian Accommodation
Regulations and Recommendations Signed on March 11, 2010
Additional policy has been developed to address pedestrian and bicycle infrastructure. The
US Department of Transportation's policy is to incorporate safe and convenient walking and
bicycling facilities into transportation projects. Every transportation agency, including DOT,
has the responsibility to improve conditions and opportunities for walking and bicycling and
to integrate walking and bicycling into their transportation systems. Because of the numerous
individual and community benefits that walking and bicycling provide — including health,
safety, environmental, transportation, and quality of life — transportation agencies are
encouraged to go beyond minimum standards to provide safe and convenient facilities for
these modes.
This policy is based on various sections in the United States Code (U.S.C.) and the Code of
Federal Regulations (CFR) in Title 23—Highways, Title 49—Transportation, and Title 42—
The Public Health and Welfare. These sections, provided in the Appendix, describe how
bicyclists and pedestrians of all abilities should be involved throughout the planning process,
should not be adversely affected by other transportation projects, and should be able to track
annual obligations and expenditures on nonmotorized transportation facilities.
The DOT encourages States, local governments, professional associations, community
organizations, public transportation agencies, and other government agencies, to adopt similar
policy statements on bicycle and pedestrian accommodation as an indication of their
commitment to accommodating bicyclists and pedestrians as an integral element of the
transportation system. In support of this commitment, transportation agencies and local
communities should go beyond minimum design standards and requirements to create safe,
attractive, sustainable, accessible, and convenient bicycling and walking networks. Such
actions should include:
• Considering walking and bicycling as equals with other transportation modes: The
primary goal of a transportation system is to safely and efficiently move people and
goods. Walking and bicycling are efficient transportation modes for most short trips
and, where convenient intermodal systems exist, these nonmotorized trips can easily be
linked with transit to significantly increase trip distance. Because of the benefits they
provide, transportation agencies should give the same priority to walking and bicycling
as is given to other transportation modes. Walking and bicycling should not be an
afterthought in roadway design.
• Ensuring that there are transportation choices for people of all ages and abilities,
especially children: Pedestrian and bicycle facilities should meet accessibility
requirements and provide safe, convenient, and interconnected transportation
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 28 of 31
networks. For example, children should have safe and convenient options for walking
or bicycling to school and parks. People who cannot or prefer not to drive should have
safe and efficient transportation choices.
Going beyond minimum design standards: Transportation agencies are encouraged,
when possible, to avoid designing walking and bicycling facilities to the minimum
standards. For example, shared -use paths that have been designed to minimum width
requirements will need retrofits as more people use them. It is more effective to plan
for increased usage than to retrofit an older facility. Planning projects for the long-term
should anticipate likely future demand for bicycling and walking facilities and not
preclude the provision of future improvements.
• Integrating bicycle and pedestrian accommodation on new, rehabilitated, and limited -
access bridges: DOT encourages bicycle and pedestrian accommodation on bridge
projects including facilities on limited -access bridges with connections to streets or
paths.
• Collecting data on walking and biking trips: The best way to improve transportation
networks for any mode is to collect and analyze trip data to optimize investments.
Walking and bicycling trip data for many communities are lacking. This data gap can
be overcome by establishing routine collection of nonmotorized trip information.
Communities that routinely collect walking and bicycling data are able to track trends
and prioritize investments to ensure the success of new facilities. These data are also
valuable in linking walking and bicycling with transit.
• Setting mode share targets for walking and bicycling and tracking them over time: A
byproduct of improved data collection is that communities can establish targets for
increasing the percentage of trips made by walking and bicycling.
• Improving nonmotorized facilities during maintenance projects: Many transportation
agencies spend most of their transportation funding on maintenance rather than on
constructing new facilities. Transportation agencies should find ways to make facility
improvements for pedestrians and bicyclists during resurfacing and other maintenance
projects.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 29 of 31
State Requirements:
Florida Greenbook
The Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for
Streets and Highways (Florida Greenbook) is intended to provide minimum standards for use
on all public streets that are not part of the State Highway System.
Complete Streets
FDOT has created a policy and guidance document to support Complete Streets for state
roadways according to context classification system. Complete Streets are context -sensitive
and require transportation system design that considers local land development patterns and
built form. Projects are uniquely planned and designed to be in harmony with the
surrounding land use characteristics and the intended uses of the roadway according on of
eight context classifications. This Complete Streets Policy is integrated into the Department's
internal manuals, guidelines and related documents governing the planning, design,
construction and operation of transportation facilities.
Roadways is Little Havana are C4 Urban General. C4 is described as a mix of uses set within
small blocks with a well-connected roadway network. May extend long distances. The roadway
network usually connects to residential neighborhoods immediately along the corridor or
behind the uses fronting the roadway.
FDOT Design Manual (FDM)
This Florida Department of Transportation (FDOT) Design Manual (FDM), sets forth
geometric and other design criteria, as well as procedures, for FDOT projects. The
information contained herein applies to the preparation of contract plans for roadways and
structures.
The criteria in this manual represent requirements for the State Highway System which must
be met for the design of FDOT projects unless approved Design Exceptions or Design
Variations are obtained in accordance with procedures outlined in this manual. Roadway and
structures design is primarily a matter of sound application of acceptable.
The manual reference the MUTCD as a tool to enhance pedestrian safety.
FDM Standards Curb Ramps:
Curb ramps should be in line with the crossing and must provide a maximum slope of I:I2 (8.3
percent). At intersections where more than one road is crossed, provide curb ramps at both
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 30 of 31
ends of each crossing. Crossings are required to meet the same grade and cross slope
requirements as sidewalks. Where criteria for maximum cross slope cannot be met, process a
Design Variation and provide the minimum attainable cross slope. When following the profile
grade of the roadway, curb ramp slopes should not exceed 15 feet in length.
FDM Standards Curb Radii:
Guidelines for corner radii in urbanized context classifications are as follows:
(i) Radii of 15 to 25 feet are adequate for passenger vehicles. These radii are suitable for
minor cross streets where there is little occasion for trucks to turn and at major
intersections where there are parking lanes;
(2) Radii of 25 feet or more should be provided at minor cross streets on new
construction or reconstruction projects;
(3) Radii of 3o feet or more should be provided at minor cross streets where practical
so that an occasional truck can turn without too much encroachment;
(4) Radii of 40 feet or more or preferably three -centered curves or simple curves with
tapers to fit the paths of large truck combinations, should be provided where such
combinations or buses turn frequently. Where speed reductions would cause
problems, larger radii should be considered; and,
(5) Curb radii should be coordinated with crosswalk distances or special designs
should be used to make crosswalks efficient for all pedestrians. Where larger radii are
used, an intermediate refuge or median island is desirable or crosswalks may need to
be offset so that crosswalk distances are not excessive.
Appendix Walk Little Havana PPZ
Healthy Little Havana
Page 31 of 31
Little Havana Pedestrian Priority Zone Project Workplan
August 28, 2020
Work Plan Matrix of PPZ Projects
The work plan below provides a list of recommended projects within each Pedestrian Priority Zone and
in correlation with the criteria described above. The projects will complement the Safe Routes to School
safety improvement projects for Citrus Grove and Riverside Elementary which are currently under
construction with planned completion Fall of 2020.
Each project will need general construction cost estimates and site reconnaissance before projects can
be designed and funded. Projects can be grouped by initiative and added to the City's Capital
Improvement Program and in coordination with private new developments.
PPZ BOUNDARY LIMITS:
Each PPZ should be roughly within 1 /4 mile or roughly 2-blocks within each school.
PPZ PRIORITY:
Our assessment showed the most dangerous conditions for pedestrians exist around Citrus Grove
Elementary and Middle schools. Therefore, improvements should be prioritized around these schools
first as priority one. Once priority one PPZ improvements have been constructed, priority two Riverside
Elementary improvements can be made. Riverside Park is priority three and Miami Senior High is
priority four since many roadway improvements were made immediately around the high school when
it was renovated.
INITIATIVES:
In total there are 24 initiative combined for all four zones. Projects are bundled into these initiatives so
that they can funded, analyzed, designed and permitted as a group.
• Priority 1: Citrus Grove has seven initiatives.
• Priority 2: Riverside Elementary has six initiatives.
• Priority 3: Riverside Park has four initiatives.
• Priority 4: Miami Senior High School seven initiatives.
Initiatives in blue are already funded or are not the responsibility of the City.
PRIORITY ONE
CITRUS GROVE:
NW 23rd Avenue to NW 18'h Avenue from NW 6'h Street to NW 15' Terrace
MAIN ROAD
INTERSECTING
PPZ CRITERIA
STREET
INITIATIVE #1: Intersection Treatments
Collector
NW 22°d
NW 6'h Street
. High emphasis x-walk for
Avenue@
NW 5'h Street
north/south
NW 4'h Street
0 Reduced turning radii with
NW 4'h Terrace
paint and/or landscaped
NW 3rd Street
curb extension
Should be coordinated with
Safe Routes to School
treatments under construction
summer 2020
Greenways
NW 6'h Street @
NW 215' Avenue
0 Perpendicular curb ramps
NW 20'h Avenue
with warning strips
NW 19'h Avenue
• High emphasis x-walk for
NW 18'h Avenue
north/south
Reduced turning radii with
paint and/or landscaped
curb extension
NW 19'h
NW 5'h Street
0 Perpendicular curb ramps
Avenue@
NW 4'h Street
with warning strips
NW 3rd Street
. High emphasis x-walk for
NW 2°d Street
north/south
NW 15' Terrace
0 Reduced turning radii with
paint and/or landscaped
curb extension
NW 19'h Avenue
NW 3rd Street
0 Special intersection
treatment with landscaped
curb extensions
NW 3rd Street
NW 215' Avenue
0 Perpendicular curb ramps
NW 20'h Avenue
with warning strips
NW 19'h Avenue
0 High emphasis x-walk for
NW 18'h Court
north/south
NW 18'h Avenue
0 Reduced turning radii with
paint and/or landscaped
curb extension
INITIATIVE #2: Redesigning Greenways
Greenways
NW 6'h Street
NW 22°d Avenue to
0 Design a landscape and
from
NW 19'h Avenue
pavement plan for
greenways.
NW 19'h Avenue
NW 6'h Street to NW
from
3rd Street
• Paint parking lanes with
white stripe.
NW 3rd Street
NW 20'h Avenue to
from
NW 22°d Avenue
0 Plant trees at regular
intervals and no less than
30 feet on center.
INITIATIVE #3: Pedestrian Signals
Collector/Greenway
NW 22°d Avenue
NW 3rd Street
0 Pedestrian signal
COUNTY INITIATIVE
@
North/South crossing
INITIATIVE #A: Midblock Crossings Within 300' of a Traffic Signal
Collector
NW 22°d Avenue
NW 5'h and NW 6'h
0 Midblock crossing with
COUNTY INITIATIVE
between
Streets
pedestrian refuge island at
NW 4'h Street and
stripped median
NW 4'h Terrace
INITIATIVE #5: Sidewalk
Greenway
NW 3rd Street
NW 22°d and NW 215'
. Sidewalk on south side of
between
Avenues
NW 3rd Street
INITIATIVE #6: No Right on Red
Collector
NW 22°d Avenue
Midblock crossing
0 No right on red
COUNTY INITIATIVE
@
INITIATIVE #7: 25 MPH Posted Speed
All Residential
For all City
Posted speed limit signs
streets
owned streets
25mph installed
In process.
PRIORITY TWO
RIVERSIDE ELEMENTARY/ YOUNG WOMEN'S PREP:
Flagler Street to SW 5'h Street from SW 14'h Avenue to SW 9'h Avenue
MAIN ROAD
INTERSECTING STREET
PPZ CRITERIA
INITIATIVE #1: Intersection Treatments
Collector
SW 12'h Avenue@
SW 3rd Street
. Perpendicular curb ramps with
SW 2°d Street
warning strips
High emphasis x-walk for
north/south
Reduced turning radii with
paint and/or landscaped curb
extension
Greenway
SW 3rd Street @
SW 13'h Avenue
0 Perpendicular curb ramps with
SW 1 1'h Avenue
warning strips
SW 10'h Avenue
0 High emphasis x-walk for
north/south
Reduced turning radii with
paint and/or landscaped curb
extension
SW 10'h Avenue @
SW 15' Street
0 Perpendicular curb ramps with
SW 2°d Street
warning strips
High emphasis x-walk for
north/south
Reduced turning radii with
paint and/or landscaped curb
extension
Should be coordinated with Safe
Routes to School treatments under
construction summer 2020.
SW 3rd Street @
SW 13'h Avenue
0 Special intersection treatment
SW 10'h Avenue
with landscaped curb
extensions
Residential
SW 2°d Street @
SW 13'h Avenue
0 Perpendicular curb ramps with
SW 12'h Avenue
warning strips
SW 1 1'h Avenue
0 High emphasis x-walk for
SW 10'h Avenue
north/south
SW 9'h Avenue
0 Reduced turning radii with
paint and/or landscaped curb
extension
INITIATIVE #2: Redesigning Greenways
Greenways
SW 3rd Street from
SW 14'h to SW 9`
0 Design a landscape and
Avenues
pavement plan for greenways.
• Paint parking lanes with white
SW 13'h Avenue
SW 5'h Street to Flagler
from
stripe.
0 Plant trees at regular intervals
SW 10'h Avenue
SW 5'h Street to Flagler
from
and no less than 30 feet on
center.
INITIATIVE #3: Pedestrian Signals
Collector
SW 12'h Avenue @
Flagler Street
0 Pedestrian countdown signal
at both legs of the crosswalk
Leading pedestrian intervals
INITIATIVE # A: Midblock Crossings Within 300' of a Traffic Signal
SW 12'h Avenue
SW I st Street and SW
0 Modify midblock crossing to
3rd Street
include a pedestrian refuge
island
INITIATIVE #5: No Right on Red
Collector
SW 12th Avenue
Midblock crossing
0 No right on red sign
INITIATIVE #6: 25 MPH Posted Speed
All Residential
For all City owned
0 Posted speed limit signs
streets
streets
25mph installed
In process.
PRIORITY THREE
RIVERSIDE PARK/ADA MERRITT:
SW I" Street to SW 6'h Street and SW 8'h Avenue to SW 4'h Avenue
MAIN ROAD
INTERSECTING STREET
PPZ CRITERIA
INITIATIVE #1: Intersection Treatments
Grveenway
SW 3rd Street @
SW 7'h Avenue
0 Perpendicular curb ramps with
SW 6'h Avenue
warning strips
SW 5'h Avenue
0 High emphasis x-walk for
north/south
Reduced turning radii with
paint and/or landscaped curb
extension
SW 4'h Avenue @
SW 2°d Street
0 Perpendicular curb ramps with
SW 4'h Street
warning strips
SW 5'h Street
0 High emphasis x-walk for
north/south
Reduced turning radii with
paint and/or landscaped curb
extension
SW 7'h Avenue @
SW 2°d Street
0 Perpendicular curb ramps with
SW 4'h Street
warning strips
SW 5'h Street
0 High emphasis x-walk for
north/south
Reduced turning radii with
paint and/or landscaped curb
extension
INITIATIVE #2: Signal Study with Pedestrian
Intervals
SW 3rd Street @
SW 8'h Avenue
0 Pedestrian countdown signal
SW 4'h Avenue
at both legs of the crosswalk
Leading pedestrian intervals
INITIATIVE #3: Redesigning Greenways
Greenways
SW 3rd Street from
SW 8'h Avenue to SW
0 Design a landscape and
4'h Avenue
pavement plan for greenways.
SW 7'h Avenue
SW 15' Street to SW 6'h
0 Paint parking lanes with white
from
Street
stripe.
SW 14'h Avenue
SW 15' Street to SW 6'h
from
Street
• Plant trees at regular intervals
and no less than 30 feet on
center.
INITIATIVE # A: 25 MPH Posted Speed I
All Residential For all City owned Posted speed limit signs
streets streets 25mph installed
In process.
PRIOIRTY FOUR
MIAMI SENIOR HIGH SCHOOL:
SW 27'h Avenue to SW 22°d Avenue and SW 3rd Street to Flagler Street
MAIN ROAD
INTERSECTING STREET
PPZ CRITERIA
INITIATIVE #1: Intersection Treatments
Greenway
SW 3rd Street @
SW 23rd Avenue
0 Perpendicular curb ramps with
Beacom Boulevard
warning strips
SW 24'h Avenue
0 High emphasis x-walk for
SW 25'h Avenue
north/south
SW 27'h Avenue
0 Reduced turning radii with
paint and/or landscaped curb
extension
SW 3rd Street @
Beacom Boulevard
0 Special intersection treatment
SW 24'h Avenue
with landscaped curb
extensions
INITIATIVE #2: Intersection Reconfiguration
Collector
Flagler Street @
SW 24'h Avenue
. Crosswalk and signal
reconfiguration
In process.
INITIATIVE #3: Redesigning Greenways
Greenways
SW 3rd Street from
SW 27'h to SW 22°d
0 Design a landscape and
Avenues
pavement plan for greenways.
Paint parking lanes with white
stripe.
Plant trees at regular intervals
and no less than 30 feet on
center.
INITIATIVE # A: Pedestrian Signals
Collector
Flagler Street @
SW 25'h Avenue
0 Pedestrian countdown signal
at both legs of the crosswalk
Leading pedestrian intervals
If none already exist.
INITIATIVE #5: Midblock Crossings
SW 3rd Street @
SW 22°d Avenue
0 Evaluate need for signalized
South/west leg of
crossing.
intersection
. Convert grassy island to a
signalized or midblock
crossing with a pedestrian
refuge island and high
intensity crosswalk.
INITIATIVE #6: No Right on Red
Collector
Flagler @
SW 24'h and SW 25'h
0 No right on red sign
Avenues
INITIATIVE #7: 25 MPH Posted Speed
All Residential
For all City owned
0 Posted speed limit signs
streets
streets
25mph installed
In process.