Agenda 04/09/2019 Item #11D04/09/2019
EXECUTIVE SUMMARY
Recommendation to accept the Whippoorwill Lane and Marbella Lakes Drive Interconnection
Study and direct staff to pursue the interconnection of Whippoorwill Lane and Marbella Lakes
Drive using the Concept Plan to initiate the design phase. (Project# 60219)
OBJECTIVE: For the Board of County Commissioners (Board) to approve the interconnection of
Whippoorwill Lane to Marbella Lakes Drive and direct staff to pursue the conceptual plan for the design
of the interconnection.
CONSIDERATIONS: The interconnection of Whippoorwill Lane and Marbella Lakes Drive (the
Project) has been contemplated for over 15 years.
The Project history includes the following milestones:
• The entire Whippoorwill Lane Corridor Study area comprises approximately 578+ acres of
varying ownership and zoning designations and was adopted by the Board on July 30, 2002.
• Ordinance 03-23 adopting the Livingston Village PUD contemplated the public roadway
connection from Livingston Road to the east and specifically mentions Whippoorwill Lane
(attached).
• In 2006 the Board acknowledged the importance of this connection and approved the original
developer contribution agreement (DCA) with Tousa Homes, Inc., that authorized the
construction of the Project. As part of the DCA, the developer was given road impact fee credits
to reduce the amount of building permit fees in the development. The agreement was recorded in
OR book 4124 page 2172 (attached) and contains the following language:
o “The County has requested that Developer design, obtain permits for and construct
Whippoorwill Way from the main entrance of the Community to the existing southerly
terminus of Whippoorwill Lane at Stratford Place."
• In 2006, the Board also approved a rezone known as Cayo Whippoorwill through Ordinance 06-
61 (attached). Recognizing the need for the connection and having continued concerns over
congestion, the Board approved the rezone with the following conditions:
o “The developer, or its successors and assigns, shall pay to Collier County the
proportionate fair share of the Whippoorwill Lane to Livingston Road extension and the
Pine Ridge Road and Whippoorwill Lane signalization costs as those amounts are
determined by Collier County Transportation staff. Payments shall be rendered in
accordance with the regulations in effect at the time or as determined by Collier County
Transportation staff.”
o “Certificates of Occupancy shall not be issued until the roadway connection from
Whippoorwill Lane to Livingston Road is fully operational.”
• In 2009 the original DCA with Tousa Homes, Inc., was modified to reflect the changes associated
with a bankruptcy, new ownership and amended terms. The County took possession of all the
plans and permits and deferred the construction until it could be financed as a county project. The
amended agreement was approved by the Board in 2009 and is recorded in OR book 4456 page
2209 (attached). In order to further maintain the integrity of the Project, the county required the
developer to notify all future buyers of the Project (sales brochure site plan attached) and
relinquish claims to noise mitigation. The master concept plan during the sales phase of the
development identified the future public road and sales contract (attached) and contained the
following language:
o “In that regard, Purchaser further acknowledges and agrees that Collier County may
11.D
Packet Pg. 139
04/09/2019
extend the portion of Green Boulevard (a/k/a Whippoorwill Way) adjacent to and
fronting the northern boundary easterly along and to the north of the Community and
connect it to the portion of Green Boulevard on the east side of Interstate 75 with a fly-
over over Interstate 75.”
In the Spring of 2013, several public meetings were held to notify the residents of the upcoming project to
connect Whippoorwill Lane and Marbella Lakes Drive. Extensive public comments were received from
residents of Marbella Lakes regarding opposition to the project and the design. During community
meetings with staff, Marbella Lakes Board Members expressed specific concerns over the ne w traffic
pattern and potential cut-through traffic, safety, crime and the overall need for the Project. At that time,
residents remained opposed to the Project but noted that if it should move forward, they would like the
County to consider the following modifications to the Project:
1. Signalization at Livingston Road included in the Project.
2. Traffic calming included in the Project and crime prevention.
3. Turn lanes at the Marbella development entrance.
4. Lighting along the Marbella frontage.
On May 14, 2013, the Project was presented to the Board. After presentations and public comments, the
Board decided not to move forward with the design and construction of the Project at that time. There was
discussion by staff, regarding the need for the Project and the likelihood of the Project to return for
consideration between the years 2015 and 2022.
As part of the annual Capital Improvement Element (CIE)/budgeting process in 2018, the Board allocated
funds to fiscal year 2020 in the Schedule of Capital Improvements to construct the interconnection.
County leadership directed staff to develop a design concept to interconnect the two roadways that would
include enhancements to mitigate the impacts to neighbors, to thoroughly vet the concept with area
stakeholders, and to return to the Board with recommendations.
In July 2018, the County’s Capital Project Planning, Impact Fee & Program Management Division
contracted with Stantec Consulting Services Inc., to facilitate the planning process that would bring
forward a concept plan for the Board’s consideration. Staff’s position regarding interconnecting existing
developments and encouraging interconnections on local roads has remained consistent. Local roads that
establish connectivity provide the following primary benefits:
• Improve safety: in the event of emergencies, local road interconnections provide alternative
routes, and reduce the response times of first responders.
• Reduce travel time: by eliminating circuitous routes and improving connectivity, motorists reduce
the travel time needed to reach their destinations.
• Reduce vehicle miles of travel: interconnection can reduce the travel distance, thus reduces
vehicle miles of travel and the associated fuel consumption and emissions.
Staff met with adjacent Homeowner Association (HOA) leadership to discuss the potential
interconnection and understand their concerns. The major issues identified by the HOA leadership were
safety, traffic issues including speeding and reduced green space. The consultant then began developing
the Concept Plan to address the concerns expressed by the HOAs as well as mitigation strategies to
improve the potential interconnection. The major features of the Concept Plan include:
• Traffic signal at Livingston Road and Marbella Lakes Drive
• Narrowing the travel lanes to encourage a reduction in operating speeds and to discourage cut-
thru traffic
11.D
Packet Pg. 140
04/09/2019
• 10’ wide travel lanes for the existing and new Marbella Lakes Drive segments
• Raised median “splitter Islands” within the new roadway segments
• 11’ wide travel lanes with widened raised medians on Whippoorwill Lane
• Raised median approaches to the roundabouts to encourage a reduction in operating speeds when
entering the roundabouts
• 4 new roundabouts to encourage a reduction in operating speeds and to discourage cut-thru traffic
throughout the entire corridor as well as facilitating turning movements at the community
entrances
• Street lighting at the new roundabouts
• Sidewalk interconnections to complete the pathway network
In January 2019, staff and the consultant approached all HOAs adjacent to the Project to discuss the
Original 2012 Design as well as the New Concept Plan. After presentations, those in attendance were
polled to see their preferences for what was developed. The results of those polled showed strong support
for the interconnection from those residents/businesses having direct access to Whippoorwill Lane, with
those directly accessing or adjacent to (with no access) Marbella Lakes Drive generally not supporting the
interconnection. With respect to those polled about their preference for the Concept Plan (over the
original 2012 conventional design) in the event the project moves forward, the vast majority of those
choosing to cast a vote were in favor of the proposed Concept Plan. The Whippoorwill Lane and Marbella
Lakes Drive Interconnection Study and all report appendices are attached.
Staff and the consultant also coordinated with Collier County Sheriff’s Office, the North Naples Fire
Department, Emergency Medical Services and the Collier County Public Schools (CCPS). The
roundabouts in the New Concept Plan are designed to accommodate the large trucks, buses and vehicles
used by these agencies. In addition, the agencies confirmed that the interconnection would decrease their
response times to traffic and safety incidents. They also preferred the new concept with the roundabouts
as well as the signal at Livingston Road and Marbella Lakes Drive because it lowered speeds and created
safer ingress and egress to the area. CCPS indicated that their school buses would be able to board and
unload safer in the New Concept with the roundabouts than the existing conditions.
The Interconnection Study recommends the County interconnect the two roadways. It is noted that if the
County decides not to pursue the interconnection at this time, the Ordinance Requirements of 06-61
(Cayo Whippoorwill) should be addressed. In addition, the County should provide direction regarding
the impact fee credits that were given to the developer of Marbella Lakes.
FISCAL IMPACT: The construction cost estimate for the 2012 Original Design escalated to 2019
dollars is $1,974,000. The preliminary planning level construction cost estimate for the Concept Plan is
$2,970,000. Design and construction of the interconnection of Whippoorwill Lane and Marbella Lakes
Drive are included in the adopted Capital Improvement Element. Based on the preliminary cost estimate,
anticipated FY20 funding for Whippoorwill Lane, Project# 60219, is sufficient to complete the Project.
GROWTH MANAGEMENT IMPACT: The Project and the interconnection improvements are
consistent with the Growth Management Plan.
LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, raises no legal
issues at this time, and requires majority vote for acceptance.- JAK
RECOMMENDATION: That the Board of County Commissioners accept the Interconnection Study
and pursue the interconnection of Whippoorwill Lane and Marbella Lakes Drive using the Conceptual
Plan as the basis for the Design Phase.
Prepared by: Lorraine Lantz, Principal Planner; Capital Project Planning, Impact Fees and Program
11.D
Packet Pg. 141
04/09/2019
Management
ATTACHMENT(S)
1. Ordinance 03-23 (PDF)
2. OR book 4124 page 2172 (PDF)
3. Ordinance 06-61 (JPG)
4. OR Book 4456 page 2209 (PDF)
5. Marbella Lakes Brochure (DOCX)
6. Buyer Notification of future roadway (PDF)
7. Final Whippoorwill-Marbella Interconnection Report 031519.1 (PDF)
8. [Linked] Whippoorwill-Marbella Interconnection Report Appendices (PDF)
11.D
Packet Pg. 142
04/09/2019
COLLIER COUNTY
Board of County Commissioners
Item Number: 11.D
Doc ID: 7973
Item Summary: Recommendation to accept the Whippoorwill Lane and Marbella Lakes Drive
Interconnection Study and direct staff to pursue the interconnection of Whippoorwill Lane and Marbella
Lakes Drive using the Concept Plan to initiate the design phase. (Project# 60219) (Lorraine Lantz, Project
Manager, Capital Project Planning, Impact Fees and Program Management)
Meeting Date: 04/09/2019
Prepared by:
Title: Project Manager – Capital Project Planning, Impact Fees, and Program Management
Name: Lorraine Lantz
02/06/2019 2:51 PM
Submitted by:
Title: Division Director - IF, CPP & PM – Capital Project Planning, Impact Fees, and Program
Management
Name: Amy Patterson
02/06/2019 2:51 PM
Approved By:
Review:
Public Services Department Jennifer Reynolds Additional Reviewer Completed 02/06/2019 2:57 PM
Growth Management Department Jeanne Marcella Level 1 Reviewer Completed 02/06/2019 3:22 PM
Growth Management Operations Support Christopher Johnson Additional Reviewer Completed 02/12/2019 8:09 AM
Capital Project Planning, Impact Fees, and Program Management Trinity Scott Additional Reviewer Completed 02/14/2019 1:11 PM
Growth Management Department Gene Shue Additional Reviewer Completed 02/14/2019 1:41 PM
Capital Project Planning, Impact Fees, and Program Management Amy Patterson Additional Reviewer Completed 02/15/2019 9:36 AM
Growth Management Department James C French Deputy Department Head Review Skipped 02/19/2019 5:53 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 02/20/2019 2:09 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 02/20/2019 3:36 PM
Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Completed 03/14/2019 11:58 AM
Budget and Management Office Mark Isackson Additional Reviewer Completed 03/21/2019 9:38 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 04/02/2019 9:19 AM
Board of County Commissioners MaryJo Brock Meeting Pending 04/09/2019 9:00 AM
11.D
Packet Pg. 143
11.D.1
Packet Pg. 144 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 145 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 146 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 147 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 148 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 149 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 150 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 151 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 152 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 153 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 154 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 155 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 156 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 157 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 158 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 159 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 160 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 161 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 162 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 163 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 164 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 165 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 166 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 167 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 168 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 169 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 170 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 171 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 172 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.1
Packet Pg. 173 Attachment: Ordinance 03-23 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 174 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 175 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 176 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 177 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 178 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 179 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 180 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 181 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 182 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 183 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 184 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 185 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 186 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 187 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 188 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 189 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 190 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.2
Packet Pg. 191 Attachment: OR book 4124 page 2172 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.3
Packet Pg. 192 Attachment: Ordinance 06-61 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 193 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 194 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 195 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 196 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 197 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 198 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 199 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 200 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 201 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 202 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 203 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 204 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 205 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 206 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 207 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
11.D.4
Packet Pg. 208 Attachment: OR Book 4456 page 2209 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
Marbella Lakes Sales Brochure Site Plan
11.D.5
Packet Pg. 209 Attachment: Marbella Lakes Brochure (7973 : Whippoorwill Lane and Marbella Lakes Drive
11.D.5
Packet Pg. 210 Attachment: Marbella Lakes Brochure (7973 : Whippoorwill Lane and Marbella Lakes Drive
11.D.6
Packet Pg. 211 Attachment: Buyer Notification of future roadway (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
Whippoorwill Lane - Marbella Lakes Drive
Interconnection Study
Prepared for:
Collier County Capital Project Planning,
Impact Fee & Program Management Division
February 2019
11.D.7
Packet Pg. 212 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
1 | Page
Table of Contents
Introduction ........................................................................................................................................... 2
Existing Conditions ............................................................................................................................... 5
Future Conditions ................................................................................................................................. 8
2012 Conventional Design ................................................................................................................ 9
Identification of Issues/Concerns .................................................................................................. 10
2018 Concept Plan Development ................................................................................................ 12
Public Engagement .......................................................................................................................... 21
Public Agency Considerations ....................................................................................................... 25
Recommendations ............................................................................................................................ 26
Appendices ......................................................................................................................................... 27
Traffic Count Reports ...................................................................................................................... 27
Stop Sign Warrant Analysis ............................................................................................................. 90
2012 Design Plans ........................................................................................................................... 94
PowerPoint Presentations ............................................................................................................ 104
Sign-In Sheets ................................................................................................................................ 222
Comments ..................................................................................................................................... 244
Polling Results ............................................................................................................................... 298
11.D.7
Packet Pg. 213 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
2 | Page
Introduction
Collier County’s transportation network is largely comprised of major multi-lane arterials
and collectors that carry significant peak period volumes, especially during the peak
seasonal months of the year. Local roadways within and around developments and
neighborhoods frequently lack interconnections to neighboring developments and/or
supporting land uses, e.g., shopping centers, forcing residents to exit the local streets and
use the arterials to simply go an adjacent land use.
Through policies in the Growth Management Plan, regulations/requirements in the Land
Development Code, and guidance in the Access Management Policy, the County
encourages interconnectivity, and has made advances with local road connectivity with
successes such as Tree Farm/Massey/Woodcrest Roads, and Wolfe/Predestine Roads,
and the new Kraft Road interconnection between Whippoorwill Lane and the Marquesa
Plaza shopping center. These interconnections provide neighborhoods with alternative
routes and offer adjacent land uses the opportunities to travel to nearby destinations
without having to use the arterial network. Local road interconnections provide several
benefits to adjacent land uses, including:
Improving safety – in the event of emergency, local road interconnections provide
alternative routes, and reduce the response times of first responders.
Reducing travel time – by eliminating circuitous routes, motorists reduce the travel
time needed to reach their destinations.
Reduce vehicle miles of travel – interconnection can reduce the travel distance,
thus reduces vehicle miles of travel and the associated fuel consumption and
emissions.
The Whippoorwill Lane-Marbella Lakes Drive interconnection has been “on the books” for
over 15 years and has been the subject of numerous studies, agreements, developer
commitments, and hearings.
The most recent process in 2013 included the Board of County Commissioners
consideration of a 2012 design to interconnect Whippoorwill Lane and Marbella Lakes
Drive. After hearing from the public on May 14, 2013, the Board decided to not move
the project forward at that time. As part of the annual Capital Improvement Element
(CIE)/budgeting process in 2018, the Board allocated funds to fiscal year 2020 in the
Schedule of Capital Improvements to construct the interconnection. County leadership
directed staff to develop a design concept to interconnect the two roadways that would
include enhancements to mitigate the impacts to neighbors, to thoroughly vet the
concept with area stakeholders, and to return to the Board with recommendations.
In July 2018, the County’s Capital Project Planning, Impact Fee & Program Management
Division contracted with Stantec Consulting Services Incorporated to facilitate the
planning process that would bring forward a concept plan for the Board’s consideration.
11.D.7
Packet Pg. 214 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
3 | Page
The planning team, made up of County Staff and the consultant Staff, developed a
process that would include:
Preliminary public engagement with stakeholder leadership to identify
issues/concerns
Identification of countermeasures to address the issues/concerns
Concept Plan design development
Public engagement with affected stakeholders
Recommendations to the County
The project schedule is shown below in Figure 1.
FIGURE 1: Project Schedule
For the purposes of this study, a planning area was identified to include developments
that have access to Whippoorwill Lane or Marbella Lakes Drive. Additionally, the
community of Aviano was added to the list of neighboring developments because the
community’s southern and eastern boundaries are adjacent to the two corridors. Aviano
gains access to the network from Livingston Road and does not directly access either
roadway. The study area is shown in Figure 2.
At the conclusion of the process, after considering the public input the planning team
believes that the Concept Plan will provide the necessary interconnection while
implementing traffic calming features that will address the issues and concerns expressed
by area residents and businesses. The plan will not only address the potential issues
resulting from the interconnection but will also address several existing issues/concerns
expressed to the planning team during the study.
11.D.7
Packet Pg. 215 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
4 | Page
FIGURE 2: Study Area
Avow
Seagate Baptist
Church
Andalucia
Gusta
Bella Vita
Aviano
Marbella
Lakes
Mariposa
Naples
Nissan
Coventry at
Stratford
Place
11.D.7
Packet Pg. 216 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
5 | Page
Existing Conditions
Marbella Lakes Drive, and Whippoorwill Lane have two entirely different sets of land use
and roadways characteristics. Marbella Lakes Drive currently has two 12-feet-wide
undivided travel lanes extending 1,320 feet eastward from Livingston Road, dead-ending
at Hermosa Way (Figure 3). Marbella Lakes Drive serves as the entrance road to Marbella
Lakes, a community of 490 residential dwelling units. No other development is served by
this roadway.
FIGURE 3: Marbella Lakes Drive – Looking East
Marbella Lakes Drive was originally designed as the first 2 lanes of a future 4-lane roadway
that would ultimately cross over I-75 and connect to Green Boulevard (an improvement
no longer on the long-range plan). The existing 2-lane roadway has an urban cross
section with a curb and sidewalk only along the south side. Along the north side of the
roadway is a drainage canal. Along the north side of the canal is a multi-use pathway.
For Marbella Lakes residents to access the pathway, they must travel westward from
Hermosa Way to Livingston Road where then can cross over to reach the pathway. The
Livingston Road Marbella Lakes Drive Whippoorwill Lane
11.D.7
Packet Pg. 217 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
6 | Page
pathway extends eastward to the Whippoorwill Lane right-of-way and then north a short
distance but does not currently connect to the existing sidewalk on Whippoorwill Lane
that terminates at Stratford Lane.
Although the northbound exit from Hermosa Way to Marbella Lakes Drive is currently
“stop controlled”, due to the lack of crossing traffic, the stop sign is largely ignored. There
is currently no eastbound right turn lane serving the project entrance.
Traffic data collected in August 2018 recorded a 2-way total of 1,700 vehicles over a 24-
hour period (2,074 adjusted for peak season) with a 2-way AM peak hour volume of 132
and a PM peak hour volume of 128 vehicles (161 AM and 156 PM when adjusted for peak
season).
Traffic along Marbella Lakes Drive is unimpeded, and traffic count machines recorded
47% (n=802) of the vehicles traveling at speeds in excess of 35 m.p.h., 4% (n=70) traveling
in excess of 45 m.ph., and 6 vehicles recorded at speeds over 55 m.p.h. Clearly, 12 feet
wide travel lanes (the same as I-75) allow drivers to feel comfortable traveling at
excessive speeds.
Whippoorwill Lane extends southward from Pine Ridge Road a distance of approximately
0.814 miles and dead ends at a cul-de-sac immediately south of Stratford Lane (Figure
4). The roadway cross section generally consists of two undivided travel lanes with
associated right- and left-turn lanes varying in width from 11 to 14 feet, separated by
yellow-striped “medians”. Right- and left-turn lanes serve each development entrance
along the roadway, resulting in pavement widths in excess of 50’ at some development
entrances. Whippoorwill Lane has an urban cross section with curbs and gutters on both
sides with no paved shoulders or bike lanes. Sidewalks extend along the entire length of
the roadway on both sides of the road. Crosswalks extend parallel to the travel lanes
across access connections but do not extend across Whippoorwill Lane (except at the
Pine Ridge Road intersection).
Whippoorwill Lane currently serves as the only means of ingress and egress for a
residential area of over 250 acres, and over 1,220 residential dwelling units along both
sides of the roadway. Whippoorwill Lane also serves as the only means of access for the
intuitional uses of Avow Hospice and Seagate Baptist Church.
Traffic volume and speed data was collected in August 2018 at three locations along
Whippoorwill Lane. Immediately south of Pine Ridge Road, south of Dudley Drive, and
south of Night Hawk Drive. South of Pine Ridge Road intersection, the 2-way 24-hour
volumes was 10,461 (12,762 when adjusted for peak season) with a 2-way AM peak hour
total of 770 vehicles (939 adjusted for peak season) and a PM peak hour total of 978
(1,193 adjusted for peak season).
South of Dudley Drive the volumes dropped to 8,167 over the same 24-hour period (9,964
peak season) with AM and PM peak hour volumes of 598 and 826 respectively (730 and
1,008 when adjusted for peak season). South of Night Hawk Drive the 24-hour 2-way
11.D.7
Packet Pg. 218 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
7 | Page
volumes were 3,749, with AM and PM peak hour volumes of 151 and 441 respectively (184
and 538 when seasonally adjusted).
FIGURE 4: Whippoorwill Lane – Looking South
With respect to travel speeds along Whippoorwill Lane, south of Pine Ridge Road only 2%
(n=220) of the vehicles were recorded in excess of the 35-m.p.h. posted speed limit due
in large part to the location of the counter with respect to the Pine Ridge Road
intersection. South of Dudley Drive, 20% (n=1,606) vehicles were recorded at speeds in
excess of 35 m.p.h., while south of Night Hawk Drive, over 40% (n=1,528) of the vehicles
were recorded in excess of the posted speed limit of 35 m.p.h., with 100 vehicles
recorded in excess of 45 m.p.h., and 3 in excess of 55 m.p.h. Like Marbella Lakes Drive,
except for vehicles turning into or out of an access point, drivers along Whippoorwill Lane
enjoy little or no impedance, and due to the wide travel lanes and painted medians, feel
“comfortable” traveling at speeds well in excess of the posted speed limit. Traffic count
reports are included in the Appendices.
Pine Ridge Road Whippoorwill Lane Marbella Lakes Drive
Kraft Road
Dudley Drive
Reserve Way
Night Hawk Drive Andalucia Way
Stratford Lane
11.D.7
Packet Pg. 219 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
8 | Page
Future Conditions
Assuming the interconnection of Whippoorwill Lane and Marbella Lakes Drive is
completed, some motorist within the Whippoorwill Lane area can be expected to use
the interconnection to access Livingston Road; traveling along the extension of
Whippoorwill Lane and Marbella Lakes Drive, and south on Livingston Road, rather than
traveling north to use Pine Ridge Road to reach Livingston Road.
The Collier Metropolitan Planning Organization 2040 Travel Demand Model was used to
evaluate the traffic with and without a new connection. The model network was
modified to eliminate traffic from Marbella Lakes along Marbella Lakes Drive to only
assign traffic resulting from the Whippoorwill interconnection. Without the
interconnection, peak season daily traffic volumes at the north end of Whippoorwill Lane
registered 11,982, with 0 trips on Marbella Lakes Drive. With the interconnection in place,
the peak season daily volumes at the north end of Whippoorwill Lane registered 11,181
(a net reduction of 801 trips), with 2-way volumes on Marbella Lakes Drive registering
1,886. These volumes occur over a 24-hour period, and using a default peak hour factor
of 0.09, the peak hour 2-way volume would be 170, or less than 3 additional cars per
minute during the peak hours of the day.
When combined with the existing Marbella Lakes Drive peak season daily 2-way traffic
volumes, the total traffic is estimated to be 3,960. With a capacity of 10,700 vehicles per
day yielding a volume-to-capacity (V/C) ratio of 0.37, the roadway can be expected to
operate at level of service “A”.
A preliminary signal warrant study indicates that a traffic signal would be warranted with
the addition of the new traffic facilitated by the interconnection, most of which can be
expected to turn south onto Livingston Road.
With the 2040 model’s prediction 1,886 more vehicles would travel along the newly
connected Marbella Lakes Drive, the fear of many along both corridors is the potential
for a significant increase in “thru-traffic” generated by motorists with neither origins or
destinations along either of two roadways, using the roads to avoid the Pine Ridge
Road/Livingston Road intersection. Left unimpeded, this is a real possibility given the
vehicle speeds noted in the traffic data. Motorists will generally follow the path of least
resistance, and if it is quicker to cut through a residential neighborhood, some motorist
will do it to shave a few seconds/minutes off their travel time. An all-way stop warrant
analysis was conducted by Collier County, indicating that the future Marbella Lakes
Drive/Hermosa Way intersection volumes would not meet the warrants for an all-way
stop. The Documentation is provided in the Appendices.
While the benefits to the area residents may outweigh the negative impacts, none the
less they are real impacts that should be addressed through a context sensitive design to
the maximum extent practical. The objective is to provide an interconnection that offers
route choice to area residents while discouraging speeding and cut-thru traffic.
11.D.7
Packet Pg. 220 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
9 | Page
2012 Conventional Design
In July 2012 Collier County received a final set of construction plans for the Whippoorwill
Lane Extension project. The project included the extension of Marbella Lakes Drive from
the current dead end at Hermosa Way eastward to a point where the roadway would
turn northward and extend to the existing dead end of Whippoorwill Lane. The total
length of the project was 0.718 miles made up of 0.419 miles of new roadway and 0.299
miles of additional shoulder and curbing of existing roadway (Marbella Lakes Drive).
The conventional design called for the addition of 4 feet (to the existing 24) of pavement
along the northern edge of Marbella Lakes Drive from Livingston Road to Hermosa Way
and 28 feet of new roadway cross section east of Hermosa Way to the curve. The entire
length of the roadway from Livingston Road to the curve would have curbs and marked
with 11 feet wide travel lanes with 3 feet wide paved shoulders. A sidewalk along the
south side of the roadways would connect to the existing sidewalk west of Hermosa Way.
The posted speed was to be 30 m.p.h.
North of the curve, the roadway cross section would drop the paved shoulders in order
to match the existing Whippoorwill Lane cross section further north. The new section of
Whippoorwill Lane north of the curve would include 11 feet wide travel lanes and new
sidewalks on both sides of the roadway connecting to sidewalks along Marbella Lakes
Drive. The new roadway segment would terminate with the reconstruction/elimination
of the existing cul-de-sac immediately south of Stratford Lane.
No additional improvements to Whippoorwill Lane north of Stratford Lane were
contemplated by the project. The roadway plan sheets are included in the Appendices.
While the design provided the necessary interconnection, no “traffic calming” measures
were contemplated as part of the project. The construction cost of the 2012 design
was estimated at $1.50M, or $1.97M in 2019 assuming a 4% annual increase in
construction costs.
11.D.7
Packet Pg. 221 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
10 | Page
Identification of Issues/Concerns
In order to thoroughly understand the issues and concerns of the neighborhoods abutting
the Whippoorwill Lane and Marbella Lakes Drive corridors, the planning team met with
HOA/stakeholders’ leadership on August 22, 2018 and October 18, 2018 to discuss the
potential interconnection and to learn about the neighborhood concerns. Through the
HOA leadership discussions, the team identified the core issues/concerns, e.g., increased
traffic, speeding, noise, safety, etc., and correspondingly developed a set of
countermeasures that would help mitigate those concerns to the maximum extent
practical.
The Issues/Countermeasures Matrix shown in Table 1 was developed to allow the
planning team to review the issues/concerns raised and evaluate all the corresponding
countermeasures. Each corresponding countermeasure identified to address one or
more issues/concerns was evaluated for its positive and negative attributes. A selection
set of appropriate “enhancements” was developed in consultation with County Staff to
be formulated into a draft proposed design concept plan.
Following a review of the draft concept plan by County Staff, adjustments/changes were
made, and the proposed concept plan was vetted with the neighboring HOAs and
representatives from area businesses/institutions.
11.D.7
Packet Pg. 222 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
11 | Page
Table1: Issues & Countermeasures Matrix
11.D.7
Packet Pg. 223 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
12 | Page
2018 Concept Plan Development
Following the guidance generated by the planning team and the County Staff, a design
concept was developed incorporating the enhancements recognized as the most
important in mitigating the concerns of the neighboring developments. The most
significant difference between the 2012 design and the 2018 Concept Plan is the
proposed Concept Plan implements improvements along the entire length of
Whippoorwill Lane north to immediately south of Kraft Road. As mentioned previously, in
addition to offering no overall “traffic calming” benefit, the 2012 design stopped
immediately north of Stratford Lane, leaving the remaining portion of Whippoorwill Lane
as it exists today.
The traffic calming elements incorporated into the Concept Plan are intended to work
together, to specifically target the traffic-related issues/concerns (e.g., speeding, cut-
thru traffic, trucks, etc.) expressed by the stakeholders. The Concept Plan takes
advantage of the opportunities presented in the design of the new roadway sections
and the ability to modify the existing cross sections of both Marbella Lakes Drive and
Whippoorwill Lane, without major alterations to the curb lines or disruptions to stormwater
management and roadside utilities. Along the existing segments of Whippoorwill Lane,
except for the proposed intersection modifications, all of the proposed roadway
improvements occur within the existing paved median areas.
The major features of the Concept Plan include:
Traffic signal at Livingston Road and Marbella Lakes Drive
Narrowing the travel lanes to encourage a reduction in operating speeds and to
discourage cut-thru traffic
10’ wide travel lanes for the existing and new Marbella Lakes Drive segments
Raised median “splitter Islands” within the new roadway segments
11’ wide travel lanes with widened raised medians on Whippoorwill Lane
Raised median approaches to the roundabouts to encourage a reduction in
operating speeds when entering the roundabouts
4 new roundabouts to encourage a reduction in operating speeds and to
discourage cut-thru traffic throughout the entire corridor
Street lighting at the new roundabouts
Sidewalk interconnections to complete the pathway network
Additionally, the recommendations include conducting the appropriate speed studies
to evaluate the appropriateness of reducing the posted speed limit, and to consider
implementing “no thru trucks” and/or truck weight limit restrictions on the roadways.
Lastly, while the median and roundabout features are intended to add impendence to
the roadway, thus calming the traffic, they also afford opportunities to enhance the
appearance of the roadway through supplemental lighting and landscaping
treatments. Vertical landscaping also increases the “visual resistance” experienced by
11.D.7
Packet Pg. 224 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
13 | Page
drivers as they travel along the roadway, encouraging motorists to travel at a safe speed.
During the public engagement efforts, the potential to add landscaping to the
project that would ultimately have to be maintained by the property owners
benefitting by the landscaping, was discussed with stakeholders.
The specific enhancements developed as part of the study effort and vetted through
public engagement efforts are detailed in the figures that follow.
The estimated construction cost of the enhance Concept Plan is $2.97M excluding
design, permitting and optional landscaping treatments.
11.D.7
Packet Pg. 225 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
14 | Page
FIGURE 5: Marbella Lakes Drive – Livingston Road to Hermosa Way
N
11.D.7
Packet Pg. 226 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
15 | Page
FIGURE 6: Marbella Lakes Drive – Hermosa Way to “The Corner”
N
11.D.7
Packet Pg. 227 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
16 | Page
FIGURE 7: Whippoorwill Way – “The Corner” to Stratford Lane
N 11.D.7
Packet Pg. 228 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
17 | Page
FIGURE 8: Whippoorwill Way – Stratford Lane to Mariposa Circle
N 11.D.7
Packet Pg. 229 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
18 | Page
FIGURE 9: Whippoorwill Way – Mariposa Circle to Night Hawk Drive/Andalucia Way
N 11.D.7
Packet Pg. 230 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
19 | Page
FIGURE 10: Whippoorwill Way – Night Hawk Drive/Andalucia Way to Reserve Way
N 11.D.7
Packet Pg. 231 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
20 | Page
FIGURE 11: Whippoorwill Way – Reserve Way to Pine Ridge Road
N 11.D.7
Packet Pg. 232 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
21 | Page
Public Engagement
After vetting the proposed concept design internally with County Transportation Planning
and Traffic Operations Staff, the planning team scheduled a series of stakeholder
meetings with those residents and business owners that would be most affected by the
proposed interconnection. Seven meetings were held with individual home owner
associations (HOAs) and a group of business/institutional leaders. Additionally, the
planning team discussed the study
objectives with a representative of The
Reserve at Naples; the representative
declined to have a
meeting/presentation, offering “no
opinion” as to the merits of the project.
Late afternoon/early-evening
meetings were held with the follow
groups:
• Marbella Lakes
• Mariposa
• Gusto Bella Vita
• Andalucia
• Coventry at Stratford Place
• Area Businesses/Institutions
• Aviano
Each meeting lasted from 1 to 2 hours in length and incorporated large displays of the
proposed Concept Plan as well as handout copies of the exhibits, and a detailed
PowerPoint presentation that included interactive “preference” polling (multiple-choice
questions), followed by a questions and answers session. Two PowerPoint presentations
were prepared, customized for the two separate corridors, but both having identical
content and polling questions.
Attendees were encouraged to
provide additional comments in
writing on forms provided as
attendees signed in and were advised
of the project schedule and the
eventual consideration of the
proposal by the Board in March 2019.
Attendees were told by providing
contact information they would be
notified of the Board’s hearing
schedule. A copy of the PowerPoint
presentations, the sign-in sheets and
comment forms are included in the
Appendices.
11.D.7
Packet Pg. 233 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
22 | Page
At the conclusion of each presentation, attendees were asked four multiple choice
questions, and invited to anonymously record their preference in each case using a
polling device (a.k.a. “clicker”) that was provided to each attendee when signing in.
Following each question, the tally of votes was immediately displayed, allowing the
attendees to see how the group responded to the questions. The questions asked were
as follows:
Q1 – What Roadway Do You Use to Access Your Home or Place of Work?
• Whippoorwill Lane
• Dudley Drive or Livingston Road
• Marbella Lakes Drive
Q2 – Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.?
• Yes
• No
• No Opinion
Q3 – Do You Prefer the Concept Plan as Shown or the Original Conventional Design?
• New Concept Plan
• Conventional Design
• No Opinion
Q4 – Optional Landscaping – Support for On-Going Maintenance of Roadway
Landscaping?
• Minimal by County
• Enhanced by MSBU
Question #1 was intended to allow the correlation of the results with the roadway
primarily accessed by the attendees. Question #2 was intended to gauge the
audience’s over-all support (or lack thereof) for the project, regardless of how the
interconnection was designed. Notwithstanding an attendee’s objection to the
interconnection, Question #3 was intended to identify the level of support for the
proposed Concept Plan as opposed to the original 2012 conventional design, if the
Board decided to move forward with the project. Lastly, Question #4 was intended to
gauge the attendee’s level of interest in pursuing enhanced landscaping that would
ultimately be maintained by the area property owners, e.g., through a beautification
district.
Summaries of the polling results are provided below. Copies of the individual reports for
each meeting are included in the Appendices.
When asked about their support for the interconnection, the results show a clear division
by corridor. As shown in Table 2, approximately 80% of the attendees from the Marbella
Lakes community do not favor the interconnection.
11.D.7
Packet Pg. 234 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
23 | Page
Table 2: Overall Support for the Interconnection
Viewed another way, in Table 3, the results of those residents/businesses polled having
direct access to Whippoorwill Lane show strong support for the interconnection, with
those directly accessing or adjacent to (with no access) Marbella Lakes Drive not
supporting the interconnection.
Table 3: Overall Support by Access Corridor
With respect to those polled about their preference for the Concept Plan over the
conventional 2012 design, in the event the project moves forward, the over 80% of those
choosing to cast a vote were in favor of the proposed Concept Plan (Table 4). WhippoorwillDudley / LivingstonMarbella LakesTotal No OpinionTotal
Marbella Lakes 76 490 2 0 70 72 14 19%61 81%0 75
Mariposa 23 180 22 0 0 22 14 61%7 30%2 23
Gusto Bella Vita 10 160 10 0 0 10 7 70%1 10%2 10
The Reserve at Naples 1 300 1 0 0 1 0 0%0 0%1 1
Andalucia 52 167 50 0 0 50 42 81%9 17%1 52
Stratford 33 460 33 0 0 33 21 64%12 36%0 33
Businesses 5 3 5 0 0 5 5 100%0 0%0 5
Aviano 32 212 0 31 0 31 13 42%17 55%1 31
TOTAL 232 1972 123 31 70 224 116 107 7 230
Yes NoParticipants Units
Q-1 Roadway Used to Access
Home/Business
Q-2 Support for Connecting
Whippoorwill Ln. to Marbella Lakes Dr.WhippoorwillDudley / LivingstonMarbella LakesTotal No OpinionTotal
Whippoorwill Lane 124 1270 121 0 0 121 89 72%29 23%6 124
Marbella Lakes Drive 76 490 2 0 70 72 14 19%61 81%0 75
Adjacent w/No Access 32 212 0 31 0 31 13 42%17 55%1 31
TOTAL 232 1972 123 31 70 224 116 107 7 230
Yes NoParticipants by Corridor Units
Q-1 Roadway Used to Access
Home/Business
Q-2 Support for Connecting
Whippoorwill Ln. to Marbella Lakes Dr.
11.D.7
Packet Pg. 235 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
24 | Page
Table 4: Support for New Concept Plan
When asked about the attendee’s interest in pursuing landscaping in the event the
proposed Concept Plan moves forward, with the long-term maintenance responsibility
becoming an obligation of the surrounding land owners, e.g., in an MSBU, the reactions
were mixed, with approximately 55% of the votes in support for future consideration
(Table 5). This is understandable given the lack of specificity that could be provided as
to what the on-going costs to individual property owners might be. WhippoorwillDudley / LivingstonMarbella LakesTotal New ConceptConventionalNo OpinionTotal
Marbella Lakes 76 490 2 0 70 72 56 1 19 76
Mariposa 23 180 22 0 0 22 15 5 2 22
Gusto Bella Vita 10 160 10 0 0 10 8 2 0 10
The Reserve at Naples 1 300 1 0 0 1 0 0 1 1
Andalucia 52 167 50 0 0 50 47 5 0 52
Stratford 33 460 33 0 0 33 24 6 2 32
Businesses 5 3 5 0 0 5 5 0 0 5
Aviano 32 212 0 31 0 31 26 3 2 31
TOTAL 232 1972 123 31 70 224 181 22 26 229
Participants Units
Q-1 Roadway Used to Access
Home/Business
Q-3 Support for Original Design
or New Concept Plan
11.D.7
Packet Pg. 236 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
25 | Page
Table 5: Interest in Optional Landscaping
Public Agency Considerations
In addition to improving access/route choice for residents and businesses along
Whippoorwill Lane and Marbella Lakes Drive, the interconnection also serves in much the
same way to improve access and response time for first responders and to provide route
choice opportunities in the event of emergencies that may impede the flow of traffic on
the adjacent arterial network. It is not uncommon for vehicular crashes on Pine Ridge
Road at or near the Whippoorwill intersection to cripple the roadway. Residents and
business/institution operators in the Whippoorwill Lane area have expressed concerns
over being unable to leave or return to the area because of a crash that has stymied the
flow of traffic on Pine Ridge Road.
Blocked access also means that first responders would have difficulty reaching residents
or businesses in the event of an emergency. Interconnecting Whippoorwill Lane and
Marbella Lakes Drive would benefit the North Naples Fire Control & Rescue District
(NNFCRD), the Collier County Sheriff’s Department (CCSO), Collier County Emergency
Services (EMS) and the Collier County School District by providing the agencies’
operations a second means of entering/existing the area, thus reducing travel distance
and response time.
Today, residences served by Whippoorwill Lane and Marbella Lakes Drive are in separate
school zones, so school bus operations are independent of each other. Buses must travel WhippoorwillDudley / LivingstonMarbella LakesTotal Minimal by CountyTotal
Marbella Lakes 76 490 2 0 70 72 35 74
Mariposa 23 180 22 0 0 22 11 22
Gusto Bella Vita 10 160 10 0 0 10 6 10
The Reserve at Naples 1 300 1 0 0 1 0 0
Andalucia 52 167 50 0 0 50 15 51
Stratford 33 460 33 0 0 33 14 31
Businesses 5 3 5 0 0 5 0 5
Aviano 32 212 0 31 0 31 21 32
TOTAL 232 1972 123 31 70 224 102 225
11
123
11
4
0
36
17
5
Q-4 Interest in
Optional Landscaping
Enhanced39
Participants Units
Q-1 Roadway Used to Access
Home/Business
11.D.7
Packet Pg. 237 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
26 | Page
along the roadways in one direction and turn around to exit the area. School bus
operations prohibit students from crossing the road so students are picked up on both
sides of Whippoorwill Lane, stopping traffic in both directions when a bus is
loading/unloading. The Concept Plan would provide for safer school bus operations
during the loading and unloading of students where raised medians would prohibit illegal
passing of a stopped school bus, while allowing opposing traffic on the other side of the
raised median to proceed. Additionally, the roundabouts allow bus drivers to easily
reverse directions to pick up students at stops on the opposite side of the street.
Recommendations
As a direct result of the public outreach efforts, a Concept Plan was developed to
address what the planning team believed were the issues/concerns most relevant to the
adjoining neighborhoods with respect to potential impacts of interconnection of the two
roadways. The Concept Plan features a context sensitive design to achieve the
objectives of reducing the speeds of vehicles using this interconnection. In addition to
reducing speeds for safety reasons, the design features will have the added benefit of
making the corridor less convenient, thus discouraging cut-thru traffic.
There is a significant benefit to the residents and businesses within the study area gained
by interconnecting the two roads. The Concept Plan is being recommended over the
original 2012 design, because of the positive effects it will have by reducing travel speeds
and discouraging cut-thru traffic.
11.D.7
Packet Pg. 238 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
WHIPPOORWILL LANE – MARBELLA LAKES DRIVE INTERCONNECTION STUDY
27 | Page
Appendices
Traffic Count Reports
Stop Sign Warrant Analysis
2012 Design Plans
PowerPoint Presentations
Sign-In Sheets
Comments
Polling Results
11.D.7
Packet Pg. 239 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
February 2019
11.D.7
Packet Pg. 240 Attachment: Final Whippoorwill-Marbella Interconnection Report 031519.1 (7973 : Whippoorwill Lane and Marbella Lakes Drive Interconnection)
Whippoorwill Lane - Marbella Lakes Drive
Interconnection Study: Appendices
Prepared for:
Collier County Capital Project Planning,
Impact Fee & Program Management Division
March 15, 2019
Appendices
27
Traffic Count Reports
28
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 8 3 0 14 11 1 0 0 0 0 0 0 0 0 37 26-35 25
1:00 AM 1 1 1 8 1 1 0 0 0 0 0 0 0 0 13 21-30 9
2:00 AM 4 0 3 1 0 0 0 0 0 0 0 0 0 0 8 21-30 4
3:00 AM 1 1 1 4 3 0 0 0 0 0 0 0 0 0 10 27-36 6
4:00 AM 0 0 5 7 15 4 1 0 0 0 0 0 0 0 32 26-35 22
5:00 AM 3 0 8 22 29 10 0 0 0 0 0 0 0 0 72 26-35 50
6:00 AM 12 26 53 58 36 6 0 0 0 0 0 0 0 0 191 21-30 110
7:00 AM 32 53 115 123 72 12 0 0 0 0 0 0 0 0 407 21-30 238
8:00 AM 28 82 120 139 84 7 4 0 0 0 0 0 0 0 464 21-30 259
9:00 AM 27 67 95 108 54 9 0 0 0 0 0 0 0 0 360 21-30 203
10:00 AM 16 48 96 85 50 11 1 0 0 0 0 0 0 0 307 21-30 181
11:00 AM 32 47 97 104 34 6 0 0 0 0 0 0 0 0 320 21-30 201
12:00 PM 23 52 98 73 44 5 0 0 0 0 0 0 0 0 295 21-30 171
1:00 PM 10 47 106 88 40 18 4 0 0 0 0 0 0 0 313 21-30 194
2:00 PM 17 47 100 90 42 10 1 0 0 0 0 0 0 0 307 21-30 190
3:00 PM 14 50 100 85 38 12 0 0 0 0 0 0 0 0 299 21-30 185
4:00 PM 27 54 114 110 51 11 1 0 0 0 0 0 0 0 368 21-30 224
5:00 PM 34 86 154 125 48 10 4 1 0 0 0 0 0 0 462 21-30 279
6:00 PM 13 37 78 112 62 15 8 0 0 0 0 0 0 0 325 21-30 189
7:00 PM 7 39 77 117 42 11 0 0 0 0 0 0 0 0 293 21-30 193
8:00 PM 10 23 42 75 32 4 0 0 0 0 0 0 0 0 186 21-30 117
9:00 PM 8 10 23 51 19 10 0 0 0 0 0 0 0 0 121 21-30 74
10:00 PM 7 9 18 31 16 5 1 0 0 0 0 0 0 0 87 21-30 49
11:00 PM 3 4 3 11 11 1 1 0 0 0 0 0 0 0 34 26-35 22
Day Total 337 786 1507 1641 834 179 26 1 0 0 0 0 0 0 5311 21-30 3147
Percent
ADT
5311
6.3% 14.8% 28.4% 30.9% 15.7% 3.4% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 7:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM
Volume 32 82 120 139 84 12 4 464
PM Peak 5:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 1:00 PM 6:00 PM 5:00 PM 5:00 PM
Volume 34 86 154 125 62 18 8 1 462
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
29
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 337 786 1507 1641 834 179 26 1 0 0 0 0 0 0 5311 21-30 3147
Percent 6.3% 14.8% 28.4% 30.9% 15.7% 3.4% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 6.3% 21.1% 49.5% 80.4% 96.1% 99.5% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
5311 85th Percentile:
Mean Speed(Average):
Median
Mode:
31 MPH
24 MPH
25 MPH
28 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
30
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 1 27 5 0 0 0 0 0 0 0 0 0 0 4 37
1:00 AM 0 10 1 1 0 0 0 0 0 0 0 0 0 1 13
2:00 AM 1 5 1 0 0 0 0 0 0 0 0 0 0 1 8
3:00 AM 0 8 1 0 0 0 0 0 0 0 0 0 0 1 10
4:00 AM 0 28 4 0 0 0 0 0 0 0 0 0 0 0 32
5:00 AM 0 65 6 0 0 0 0 0 1 0 0 0 0 0 72
6:00 AM 7 127 48 0 5 1 0 0 0 0 0 0 0 3 191
7:00 AM 6 316 69 0 7 0 0 0 0 0 0 0 0 9 407
8:00 AM 5 391 55 0 3 0 0 2 0 0 0 0 0 8 464
9:00 AM 4 290 42 1 14 0 0 4 0 0 0 0 0 5 360
10:00 AM 6 237 41 0 12 0 0 1 0 0 0 0 0 10 307
11:00 AM 9 249 38 0 10 1 0 0 0 0 0 0 0 13 320
12:00 PM 4 234 34 0 10 0 0 0 0 0 0 0 0 13 295
1:00 PM 3 252 44 0 5 0 0 1 0 0 0 0 0 8 313
2:00 PM 5 239 47 0 8 0 1 0 0 0 0 0 0 7 307
3:00 PM 2 225 59 2 7 0 0 2 0 0 0 0 0 2 299
4:00 PM 2 300 47 1 5 0 0 2 0 0 0 0 0 11 368
5:00 PM 6 366 70 0 9 1 0 1 0 0 0 0 0 9 462
6:00 PM 5 274 35 0 4 0 0 0 0 0 0 0 0 7 325
7:00 PM 2 251 37 0 0 0 0 1 0 0 0 0 0 2 293
8:00 PM 4 150 27 0 2 0 0 0 0 0 0 0 0 3 186
9:00 PM 0 111 7 0 0 0 0 0 0 0 0 0 0 3 121
10:00 PM 3 78 2 0 1 0 0 0 0 0 0 0 0 3 87
11:00 PM 0 28 5 0 0 0 0 0 0 0 0 0 0 1 34
Day Total 75 4261 725 5 102 3 1 14 1 0 0 0 0 124 5311
Percent 1.4% 80.2% 13.7% 0.1% 1.9% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 2.3%
ADT
5311
AM Peak 11:00 AM 8:00 AM 7:00 AM 1:00 AM 9:00 AM 6:00 AM 9:00 AM 5:00 AM 11:00 AM 8:00 AM
Volume 9 391 69 1 14 1 4 1 13 464
PM Peak 5:00 PM 5:00 PM 5:00 PM 3:00 PM 12:00 PM 5:00 PM 2:00 PM 3:00 PM 12:00 PM 5:00 PM
Volume 6 366 70 2 10 1 1 2 13 462
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
31
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 75 4261 725 5 102 3 1 14 1 0 0 0 0 124 5311
Percent 1.4% 80.2% 13.7% 0.1% 1.9% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 2.3%
ADT
5311
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
32
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 37 37 37
1:00 AM 13 13 13
2:00 AM 8 8 8
3:00 AM 10 10 10
4:00 AM 32 32 32
5:00 AM 72 72 72
6:00 AM 191 191 191
7:00 AM 407 407 407
8:00 AM 464 464 464
9:00 AM 360 360 360
10:00 AM 307 307 307
11:00 AM 320 320 320
12:00 PM 295 295 295
1:00 PM 313 313 313
2:00 PM 307 307 307
3:00 PM 299 299 299
4:00 PM 368 368 368
5:00 PM 462 462 462
6:00 PM 325 325 325
7:00 PM 293 293 293
8:00 PM 186 186 186
9:00 PM 121 121 121
10:00 PM 87 87 87
11:00 PM 34 34 34
Day Total 5311 5311 5311
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 464 464 464
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 462 462 462
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
33
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 2 16 21 17 3 0 0 0 0 0 0 0 0 0 59 21-30 38
1:00 AM 1 5 11 9 3 0 0 0 0 0 0 0 0 0 29 21-30 19
2:00 AM 2 7 5 2 0 0 0 0 0 0 0 0 0 0 16 16-25 12
3:00 AM 1 4 5 2 0 0 0 0 0 0 0 0 0 0 12 16-25 9
4:00 AM 0 4 2 4 1 1 0 0 0 0 0 0 0 0 12 21-30 6
5:00 AM 0 8 8 5 1 0 0 0 0 0 0 0 0 0 22 16-25 16
6:00 AM 2 29 40 21 4 0 0 0 0 0 0 0 0 0 96 16-25 69
7:00 AM 15 40 83 43 9 0 0 0 0 0 0 0 0 0 190 21-30 125
8:00 AM 31 61 121 75 16 2 0 0 0 0 0 0 0 0 306 21-30 196
9:00 AM 11 38 124 52 7 1 0 0 0 0 0 0 0 0 233 21-30 175
10:00 AM 11 33 98 74 13 0 0 0 0 0 0 0 0 0 229 21-30 172
11:00 AM 31 65 116 55 11 2 0 0 0 0 0 0 0 0 280 16-25 180
12:00 PM 23 70 126 79 22 1 0 0 0 0 0 0 0 0 321 21-30 205
1:00 PM 17 60 131 80 14 0 0 0 0 0 0 0 0 0 302 21-30 211
2:00 PM 13 80 105 74 13 2 0 0 0 0 0 0 0 0 287 16-25 185
3:00 PM 16 67 143 100 17 0 0 0 0 0 0 0 0 0 343 21-30 243
4:00 PM 34 97 179 94 27 1 0 0 0 0 0 0 0 0 432 16-25 276
5:00 PM 65 125 214 105 7 0 0 0 0 0 0 0 0 0 516 16-25 339
6:00 PM 37 91 157 110 17 1 0 0 0 0 0 0 0 0 413 21-30 267
7:00 PM 27 70 133 80 12 2 0 0 0 0 0 0 0 0 324 21-30 213
8:00 PM 11 50 128 83 9 0 0 0 0 0 0 0 0 0 281 21-30 211
9:00 PM 9 38 91 74 8 1 0 0 0 0 0 0 0 0 221 21-30 165
10:00 PM 13 24 70 48 6 0 0 0 0 0 0 0 0 0 161 21-30 117
11:00 PM 0 11 25 23 6 0 0 0 0 0 0 0 0 0 65 21-30 47
Day Total 372 1093 2136 1309 226 14 0 0 0 0 0 0 0 0 5150 21-30 3445
Percent
ADT
5150
7.2% 21.2% 41.5% 25.4% 4.4% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 8:00 AM 11:00 AM 9:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM
Volume 31 65 124 75 16 2 306
PM Peak 5:00 PM 5:00 PM 5:00 PM 6:00 PM 4:00 PM 2:00 PM 5:00 PM
Volume 65 125 214 110 27 2 516
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
34
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 372 1093 2136 1309 226 14 0 0 0 0 0 0 0 0 5150 21-30 3445
Percent 7.2% 21.2% 41.5% 25.4% 4.4% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 7.2% 28.4% 69.9% 95.3% 99.7% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
5150 85th Percentile:
Mean Speed(Average):
Median
Mode:
27 MPH
22 MPH
22 MPH
23 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
35
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 50 7 0 2 0 0 0 0 0 0 0 0 0 59
1:00 AM 0 25 1 1 2 0 0 0 0 0 0 0 0 0 29
2:00 AM 0 12 3 0 1 0 0 0 0 0 0 0 0 0 16
3:00 AM 0 8 1 1 2 0 0 0 0 0 0 0 0 0 12
4:00 AM 0 8 4 0 0 0 0 0 0 0 0 0 0 0 12
5:00 AM 0 14 4 0 3 1 0 0 0 0 0 0 0 0 22
6:00 AM 0 57 30 0 7 1 0 0 0 0 0 0 0 1 96
7:00 AM 2 118 39 1 18 1 0 8 2 0 0 0 0 1 190
8:00 AM 2 207 44 0 24 2 0 8 0 0 0 0 0 19 306
9:00 AM 1 154 48 1 23 1 0 2 0 0 0 0 0 3 233
10:00 AM 1 160 36 1 26 0 0 2 0 0 0 0 0 3 229
11:00 AM 2 178 60 2 16 0 0 4 0 0 0 0 0 18 280
12:00 PM 1 228 51 2 23 0 0 4 0 0 0 0 0 12 321
1:00 PM 0 225 55 1 16 0 0 3 0 0 0 0 0 2 302
2:00 PM 3 189 68 3 14 1 0 1 0 0 0 0 0 8 287
3:00 PM 2 233 66 3 29 1 0 4 1 0 0 0 0 4 343
4:00 PM 3 303 87 1 21 1 0 3 0 0 0 0 0 13 432
5:00 PM 3 380 86 1 26 1 0 0 1 0 0 0 0 18 516
6:00 PM 0 303 77 0 19 0 0 4 0 0 0 0 0 10 413
7:00 PM 0 243 56 1 13 0 0 0 0 0 0 0 0 11 324
8:00 PM 1 208 54 0 11 0 0 6 0 0 0 0 0 1 281
9:00 PM 0 186 31 0 4 0 0 0 0 0 0 0 0 0 221
10:00 PM 3 125 23 0 4 1 0 1 0 0 0 0 0 4 161
11:00 PM 0 55 8 0 2 0 0 0 0 0 0 0 0 0 65
Day Total 24 3669 939 19 306 11 0 50 4 0 0 0 0 128 5150
Percent 0.5% 71.2% 18.2% 0.4% 5.9% 0.2% 0.0% 1.0% 0.1% 0.0% 0.0% 0.0% 0.0% 2.5%
ADT
5150
AM Peak 7:00 AM 8:00 AM 11:00 AM 11:00 AM 10:00 AM 8:00 AM 7:00 AM 7:00 AM 8:00 AM 8:00 AM
Volume 2 207 60 2 26 2 8 2 19 306
PM Peak 2:00 PM 5:00 PM 4:00 PM 2:00 PM 3:00 PM 2:00 PM 8:00 PM 3:00 PM 5:00 PM 5:00 PM
Volume 3 380 87 3 29 1 6 1 18 516
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
36
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 24 3669 939 19 306 11 0 50 4 0 0 0 0 128 5150
Percent 0.5% 71.2% 18.2% 0.4% 5.9% 0.2% 0.0% 1.0% 0.1% 0.0% 0.0% 0.0% 0.0% 2.5%
ADT
5150
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
37
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 59 59 59
1:00 AM 29 29 29
2:00 AM 16 16 16
3:00 AM 12 12 12
4:00 AM 12 12 12
5:00 AM 22 22 22
6:00 AM 96 96 96
7:00 AM 190 190 190
8:00 AM 306 306 306
9:00 AM 233 233 233
10:00 AM 229 229 229
11:00 AM 280 280 280
12:00 PM 321 321 321
1:00 PM 302 302 302
2:00 PM 287 287 287
3:00 PM 343 343 343
4:00 PM 432 432 432
5:00 PM 516 516 516
6:00 PM 413 413 413
7:00 PM 324 324 324
8:00 PM 281 281 281
9:00 PM 221 221 221
10:00 PM 161 161 161
11:00 PM 65 65 65
Day Total 5150 5150 5150
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 306 306 306
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 516 516 516
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
38
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 10 19 21 31 14 1 0 0 0 0 0 0 0 0 96 21-30 52
1:00 AM 2 6 12 17 4 1 0 0 0 0 0 0 0 0 42 21-30 28
2:00 AM 6 7 8 3 0 0 0 0 0 0 0 0 0 0 24 16-25 15
3:00 AM 2 5 6 6 3 0 0 0 0 0 0 0 0 0 22 22-31 11
4:00 AM 0 4 7 11 16 5 1 0 0 0 0 0 0 0 44 26-35 27
5:00 AM 3 8 16 27 30 10 0 0 0 0 0 0 0 0 94 26-35 57
6:00 AM 14 55 93 79 40 6 0 0 0 0 0 0 0 0 287 21-30 172
7:00 AM 47 93 198 166 81 12 0 0 0 0 0 0 0 0 597 21-30 364
8:00 AM 59 143 241 214 100 9 4 0 0 0 0 0 0 0 770 21-30 454
9:00 AM 38 105 219 160 61 10 0 0 0 0 0 0 0 0 593 21-30 379
10:00 AM 27 81 194 159 63 11 1 0 0 0 0 0 0 0 536 21-30 352
11:00 AM 63 112 213 159 45 8 0 0 0 0 0 0 0 0 600 21-30 371
12:00 PM 46 122 224 152 66 6 0 0 0 0 0 0 0 0 616 21-30 375
1:00 PM 27 107 237 168 54 18 4 0 0 0 0 0 0 0 615 21-30 405
2:00 PM 30 127 205 164 55 12 1 0 0 0 0 0 0 0 594 21-30 368
3:00 PM 30 117 243 185 55 12 0 0 0 0 0 0 0 0 642 21-30 428
4:00 PM 61 151 293 204 78 12 1 0 0 0 0 0 0 0 800 21-30 496
5:00 PM 99 211 368 230 55 10 4 1 0 0 0 0 0 0 978 21-30 598
6:00 PM 50 128 235 222 79 16 8 0 0 0 0 0 0 0 738 21-30 456
7:00 PM 34 109 210 197 54 13 0 0 0 0 0 0 0 0 617 21-30 406
8:00 PM 21 73 170 158 41 4 0 0 0 0 0 0 0 0 467 21-30 328
9:00 PM 17 48 114 125 27 11 0 0 0 0 0 0 0 0 342 21-30 239
10:00 PM 20 33 88 79 22 5 1 0 0 0 0 0 0 0 248 21-30 167
11:00 PM 3 15 28 34 17 1 1 0 0 0 0 0 0 0 99 21-30 61
Day Total 709 1879 3643 2950 1060 193 26 1 0 0 0 0 0 0 10461 21-30 6593
Percent
ADT
10461
6.8% 18.0% 34.8% 28.2% 10.1% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 11:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM
Volume 63 143 241 214 100 12 4 770
PM Peak 5:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 1:00 PM 6:00 PM 5:00 PM 5:00 PM
Volume 99 211 368 230 79 18 8 1 978
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
39
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 709 1879 3643 2950 1060 193 26 1 0 0 0 0 0 0 10461 21-30 6593
Percent 6.8% 18.0% 34.8% 28.2% 10.1% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 6.8% 24.7% 59.6% 87.8% 97.9% 99.7% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
10461 85th Percentile:
Mean Speed(Average):
Median
Mode:
29 MPH
23 MPH
23 MPH
23 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
40
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 1 77 12 0 2 0 0 0 0 0 0 0 0 4 96
1:00 AM 0 35 2 2 2 0 0 0 0 0 0 0 0 1 42
2:00 AM 1 17 4 0 1 0 0 0 0 0 0 0 0 1 24
3:00 AM 0 16 2 1 2 0 0 0 0 0 0 0 0 1 22
4:00 AM 0 36 8 0 0 0 0 0 0 0 0 0 0 0 44
5:00 AM 0 79 10 0 3 1 0 0 1 0 0 0 0 0 94
6:00 AM 7 184 78 0 12 2 0 0 0 0 0 0 0 4 287
7:00 AM 8 434 108 1 25 1 0 8 2 0 0 0 0 10 597
8:00 AM 7 598 99 0 27 2 0 10 0 0 0 0 0 27 770
9:00 AM 5 444 90 2 37 1 0 6 0 0 0 0 0 8 593
10:00 AM 7 397 77 1 38 0 0 3 0 0 0 0 0 13 536
11:00 AM 11 427 98 2 26 1 0 4 0 0 0 0 0 31 600
12:00 PM 5 462 85 2 33 0 0 4 0 0 0 0 0 25 616
1:00 PM 3 477 99 1 21 0 0 4 0 0 0 0 0 10 615
2:00 PM 8 428 115 3 22 1 1 1 0 0 0 0 0 15 594
3:00 PM 4 458 125 5 36 1 0 6 1 0 0 0 0 6 642
4:00 PM 5 603 134 2 26 1 0 5 0 0 0 0 0 24 800
5:00 PM 9 746 156 1 35 2 0 1 1 0 0 0 0 27 978
6:00 PM 5 577 112 0 23 0 0 4 0 0 0 0 0 17 738
7:00 PM 2 494 93 1 13 0 0 1 0 0 0 0 0 13 617
8:00 PM 5 358 81 0 13 0 0 6 0 0 0 0 0 4 467
9:00 PM 0 297 38 0 4 0 0 0 0 0 0 0 0 3 342
10:00 PM 6 203 25 0 5 1 0 1 0 0 0 0 0 7 248
11:00 PM 0 83 13 0 2 0 0 0 0 0 0 0 0 1 99
Day Total 99 7930 1664 24 408 14 1 64 5 0 0 0 0 252 10461
Percent 0.9% 75.8% 15.9% 0.2% 3.9% 0.1% 0.0% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 2.4%
ADT
10461
AM Peak 11:00 AM 8:00 AM 7:00 AM 1:00 AM 10:00 AM 6:00 AM 8:00 AM 7:00 AM 11:00 AM 8:00 AM
Volume 11 598 108 2 38 2 10 2 31 770
PM Peak 5:00 PM 5:00 PM 5:00 PM 3:00 PM 3:00 PM 5:00 PM 2:00 PM 3:00 PM 3:00 PM 5:00 PM 5:00 PM
Volume 9 746 156 5 36 2 1 6 1 27 978
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
41
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 99 7930 1664 24 408 14 1 64 5 0 0 0 0 252 10461
Percent 0.9% 75.8% 15.9% 0.2% 3.9% 0.1% 0.0% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 2.4%
ADT
10461
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
42
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Pine Ridge Rd QC JOB #:14758305
SPECIFIC LOCATION:Whipporwill Ln south of Pine Ridge Rd
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 96 96 96
1:00 AM 42 42 42
2:00 AM 24 24 24
3:00 AM 22 22 22
4:00 AM 44 44 44
5:00 AM 94 94 94
6:00 AM 287 287 287
7:00 AM 597 597 597
8:00 AM 770 770 770
9:00 AM 593 593 593
10:00 AM 536 536 536
11:00 AM 600 600 600
12:00 PM 616 616 616
1:00 PM 615 615 615
2:00 PM 594 594 594
3:00 PM 642 642 642
4:00 PM 800 800 800
5:00 PM 978 978 978
6:00 PM 738 738 738
7:00 PM 617 617 617
8:00 PM 467 467 467
9:00 PM 342 342 342
10:00 PM 248 248 248
11:00 PM 99 99 99
Day Total 10461 10461 10461
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 770 770 770
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 978 978 978
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
43
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 4 0 1 3 13 6 0 0 0 0 0 0 0 0 27 31-40 19
1:00 AM 2 1 1 3 4 1 0 1 0 0 0 0 0 0 13 26-35 7
2:00 AM 0 0 0 1 1 0 1 0 0 0 0 0 0 0 3 26-35 2
3:00 AM 0 0 0 3 2 0 2 0 0 0 0 0 0 0 7 26-35 5
4:00 AM 0 0 0 5 5 11 6 0 1 0 0 0 0 0 28 36-45 17
5:00 AM 4 2 0 4 21 23 5 2 0 0 0 0 0 0 61 31-40 43
6:00 AM 1 2 2 30 58 40 11 0 1 0 0 0 0 0 145 31-40 98
7:00 AM 5 7 14 41 161 97 15 1 0 0 0 0 0 0 341 31-40 257
8:00 AM 6 20 24 41 157 115 30 2 0 0 0 0 0 0 395 31-40 272
9:00 AM 16 24 14 37 97 85 20 3 0 0 0 0 0 0 296 31-40 182
10:00 AM 8 27 19 41 65 76 11 3 1 0 0 0 0 0 251 31-40 140
11:00 AM 12 33 31 31 82 60 10 0 0 0 0 0 0 0 259 31-40 142
12:00 PM 13 40 33 35 73 46 15 1 0 0 0 0 0 0 256 31-40 118
1:00 PM 7 30 25 30 83 54 17 1 0 0 0 0 0 0 247 31-40 137
2:00 PM 7 27 17 23 84 67 10 0 0 0 0 0 0 0 235 31-40 151
3:00 PM 5 27 29 39 91 52 13 3 0 0 0 0 0 0 259 31-40 143
4:00 PM 7 45 38 43 82 66 14 1 0 0 0 0 0 0 296 31-40 147
5:00 PM 9 59 87 52 107 66 16 2 0 0 0 0 0 0 398 31-40 172
6:00 PM 1 22 18 27 88 70 18 4 0 1 0 0 0 0 249 31-40 158
7:00 PM 3 14 28 39 80 54 7 1 0 0 0 0 0 0 226 31-40 134
8:00 PM 1 7 8 27 63 25 8 1 0 0 0 0 0 0 140 28-37 89
9:00 PM 1 2 1 15 42 19 12 1 0 0 0 0 0 0 93 31-40 60
10:00 PM 1 2 3 12 29 16 10 1 1 0 0 0 0 0 75 31-40 45
11:00 PM 1 0 5 3 8 9 0 0 0 0 0 0 0 0 26 31-40 17
Day Total 114 391 398 585 1496 1058 251 28 4 1 0 0 0 0 4326 31-40 2554
Percent
ADT
4326
2.6% 9.0% 9.2% 13.5% 34.6% 24.5% 5.8% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 9:00 AM 11:00 AM 11:00 AM 7:00 AM 7:00 AM 8:00 AM 8:00 AM 9:00 AM 4:00 AM 8:00 AM
Volume 16 33 31 41 161 115 30 3 1 395
PM Peak 12:00 PM 5:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 6:00 PM 6:00 PM 10:00 PM 6:00 PM 5:00 PM
Volume 13 59 87 52 107 70 18 4 1 1 398
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
44
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 114 391 398 585 1496 1058 251 28 4 1 0 0 0 0 4326 31-40 2554
Percent 2.6% 9.0% 9.2% 13.5% 34.6% 24.5% 5.8% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 2.6% 11.7% 20.9% 34.4% 69.0% 93.4% 99.2% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
4326 85th Percentile:
Mean Speed(Average):
Median
Mode:
38 MPH
30 MPH
32 MPH
33 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
45
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 23 2 0 0 0 0 0 0 0 0 0 0 2 27
1:00 AM 1 10 1 0 0 0 0 0 0 0 0 0 0 1 13
2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 23 5 0 0 0 0 0 0 0 0 0 0 0 28
5:00 AM 2 51 4 0 1 2 0 0 0 0 0 0 0 1 61
6:00 AM 2 107 31 0 4 0 0 0 0 0 0 0 0 1 145
7:00 AM 1 283 50 0 7 0 0 0 0 0 0 0 0 0 341
8:00 AM 0 337 43 0 8 0 0 5 0 0 0 0 0 2 395
9:00 AM 1 243 39 0 10 0 0 2 0 0 0 0 0 1 296
10:00 AM 2 204 31 0 13 0 0 0 0 0 0 0 0 1 251
11:00 AM 2 215 27 0 13 0 0 0 0 0 0 0 0 2 259
12:00 PM 3 211 30 1 8 0 0 1 0 0 0 0 0 2 256
1:00 PM 1 211 28 0 5 0 0 1 0 0 0 0 0 1 247
2:00 PM 1 190 36 0 6 0 0 1 0 0 0 0 0 1 235
3:00 PM 1 202 41 2 10 1 0 2 0 0 0 0 0 0 259
4:00 PM 1 245 38 1 7 0 0 3 0 0 0 0 0 1 296
5:00 PM 1 329 56 0 7 0 0 1 0 0 0 0 0 4 398
6:00 PM 1 222 22 0 4 0 0 0 0 0 0 0 0 0 249
7:00 PM 0 197 25 0 3 0 0 1 0 0 0 0 0 0 226
8:00 PM 0 124 13 0 3 0 0 0 0 0 0 0 0 0 140
9:00 PM 0 86 6 0 1 0 0 0 0 0 0 0 0 0 93
10:00 PM 0 71 2 0 2 0 0 0 0 0 0 0 0 0 75
11:00 PM 0 24 1 0 1 0 0 0 0 0 0 0 0 0 26
Day Total 20 3616 533 4 113 3 0 17 0 0 0 0 0 20 4326
Percent 0.5% 83.6% 12.3% 0.1% 2.6% 0.1% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.5%
ADT
4326
AM Peak 5:00 AM 8:00 AM 7:00 AM 10:00 AM 5:00 AM 8:00 AM 12:00 AM 8:00 AM
Volume 2 337 50 13 2 5 2 395
PM Peak 12:00 PM 5:00 PM 5:00 PM 3:00 PM 3:00 PM 3:00 PM 4:00 PM 5:00 PM 5:00 PM
Volume 3 329 56 2 10 1 3 4 398
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
46
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 20 3616 533 4 113 3 0 17 0 0 0 0 0 20 4326
Percent 0.5% 83.6% 12.3% 0.1% 2.6% 0.1% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.5%
ADT
4326
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
47
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 27 27 27
1:00 AM 13 13 13
2:00 AM 3 3 3
3:00 AM 7 7 7
4:00 AM 28 28 28
5:00 AM 61 61 61
6:00 AM 145 145 145
7:00 AM 341 341 341
8:00 AM 395 395 395
9:00 AM 296 296 296
10:00 AM 251 251 251
11:00 AM 259 259 259
12:00 PM 256 256 256
1:00 PM 247 247 247
2:00 PM 235 235 235
3:00 PM 259 259 259
4:00 PM 296 296 296
5:00 PM 398 398 398
6:00 PM 249 249 249
7:00 PM 226 226 226
8:00 PM 140 140 140
9:00 PM 93 93 93
10:00 PM 75 75 75
11:00 PM 26 26 26
Day Total 4326 4326 4326
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 395 395 395
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 398 398 398
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
48
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 4 6 16 11 4 0 0 0 0 0 0 0 0 41 26-35 27
1:00 AM 0 0 2 5 8 1 0 0 0 0 0 0 0 0 16 26-35 13
2:00 AM 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 16-25 1
3:00 AM 0 1 0 1 2 1 0 0 0 0 0 0 0 0 5 31-40 3
4:00 AM 0 3 0 2 2 2 1 0 0 0 0 0 0 0 10 31-40 4
5:00 AM 1 0 2 4 3 3 0 0 0 0 0 0 0 0 13 30-39 6
6:00 AM 1 4 6 16 19 4 0 0 0 0 0 0 0 0 50 26-35 34
7:00 AM 6 6 34 45 25 7 0 0 0 0 0 0 0 0 123 21-30 79
8:00 AM 6 10 34 80 62 9 1 1 0 0 0 0 0 0 203 26-35 142
9:00 AM 4 15 34 51 41 12 0 0 0 0 0 0 0 0 157 26-35 91
10:00 AM 1 7 30 55 40 14 1 0 0 0 0 0 0 0 148 26-35 95
11:00 AM 11 14 43 63 44 9 1 0 0 0 0 0 0 0 185 26-35 107
12:00 PM 3 20 39 86 67 14 4 0 0 0 0 0 0 0 233 26-35 153
1:00 PM 3 15 52 93 57 14 1 0 0 0 0 0 0 0 235 26-35 150
2:00 PM 7 10 49 60 69 14 1 0 0 0 0 0 0 0 210 26-35 129
3:00 PM 2 11 39 97 84 20 4 1 0 0 0 0 0 0 258 26-35 181
4:00 PM 5 10 61 131 96 24 1 0 0 0 0 0 0 0 328 26-35 226
5:00 PM 5 19 102 196 99 6 1 0 0 0 0 0 0 0 428 21-30 298
6:00 PM 5 20 64 140 90 20 2 0 0 0 0 0 0 0 341 26-35 230
7:00 PM 2 10 41 111 55 15 4 1 0 0 0 0 0 0 239 26-35 166
8:00 PM 0 10 36 105 85 9 1 0 0 0 0 0 0 0 246 26-35 190
9:00 PM 2 14 23 86 61 14 0 1 0 0 0 0 0 0 201 26-35 146
10:00 PM 1 5 14 46 47 12 1 0 0 0 0 0 0 0 126 26-35 93
11:00 PM 0 3 3 15 13 6 2 0 0 0 0 0 0 0 42 26-35 28
Day Total 66 211 715 1504 1081 234 26 4 0 0 0 0 0 0 3841 26-35 2584
Percent
ADT
3841
1.7% 5.5% 18.6% 39.2% 28.1% 6.1% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 11:00 AM 9:00 AM 11:00 AM 8:00 AM 8:00 AM 10:00 AM 4:00 AM 8:00 AM 8:00 AM
Volume 11 15 43 80 62 14 1 1 203
PM Peak 2:00 PM 12:00 PM 5:00 PM 5:00 PM 5:00 PM 4:00 PM 12:00 PM 3:00 PM 5:00 PM
Volume 7 20 102 196 99 24 4 1 428
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
49
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 66 211 715 1504 1081 234 26 4 0 0 0 0 0 0 3841 26-35 2584
Percent 1.7% 5.5% 18.6% 39.2% 28.1% 6.1% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 1.7% 7.2% 25.8% 65.0% 93.1% 99.2% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
3841 85th Percentile:
Mean Speed(Average):
Median
Mode:
33 MPH
27 MPH
28 MPH
28 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
50
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 35 6 0 0 0 0 0 0 0 0 0 0 0 41
1:00 AM 0 13 2 1 0 0 0 0 0 0 0 0 0 0 16
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 1 3
3:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 6 4 0 0 0 0 0 0 0 0 0 0 0 10
5:00 AM 0 8 3 0 1 1 0 0 0 0 0 0 0 0 13
6:00 AM 0 42 8 0 0 0 0 0 0 0 0 0 0 0 50
7:00 AM 1 85 22 0 6 0 0 5 1 0 0 0 0 3 123
8:00 AM 0 165 25 0 6 0 0 2 0 0 0 0 0 5 203
9:00 AM 0 123 19 0 11 0 0 3 0 0 0 0 0 1 157
10:00 AM 0 118 24 0 6 0 0 0 0 0 0 0 0 0 148
11:00 AM 2 150 21 0 6 0 0 2 0 0 0 0 0 4 185
12:00 PM 1 196 28 1 6 0 0 0 0 0 0 0 0 1 233
1:00 PM 1 198 29 1 5 0 0 0 0 0 0 0 0 1 235
2:00 PM 1 170 26 0 8 1 0 0 0 0 0 0 0 4 210
3:00 PM 2 210 36 1 6 1 0 0 0 0 0 0 0 2 258
4:00 PM 1 266 53 0 3 0 0 0 0 0 0 0 0 5 328
5:00 PM 4 371 42 0 10 0 0 0 0 0 0 0 0 1 428
6:00 PM 1 297 37 0 2 0 0 1 0 0 0 0 0 3 341
7:00 PM 0 216 19 0 3 0 0 0 0 0 0 0 0 1 239
8:00 PM 0 218 24 0 4 0 0 0 0 0 0 0 0 0 246
9:00 PM 0 179 20 0 1 0 0 0 0 0 0 0 0 1 201
10:00 PM 0 116 10 0 0 0 0 0 0 0 0 0 0 0 126
11:00 PM 0 40 1 0 1 0 0 0 0 0 0 0 0 0 42
Day Total 14 3227 461 4 85 3 0 13 1 0 0 0 0 33 3841
Percent 0.4% 84.0% 12.0% 0.1% 2.2% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9%
ADT
3841
AM Peak 11:00 AM 8:00 AM 8:00 AM 1:00 AM 9:00 AM 5:00 AM 7:00 AM 7:00 AM 8:00 AM 8:00 AM
Volume 2 165 25 1 11 1 5 1 5 203
PM Peak 5:00 PM 5:00 PM 4:00 PM 12:00 PM 5:00 PM 2:00 PM 6:00 PM 4:00 PM 5:00 PM
Volume 4 371 53 1 10 1 1 5 428
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
51
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 14 3227 461 4 85 3 0 13 1 0 0 0 0 33 3841
Percent 0.4% 84.0% 12.0% 0.1% 2.2% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9%
ADT
3841
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
52
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 41 41 41
1:00 AM 16 16 16
2:00 AM 3 3 3
3:00 AM 5 5 5
4:00 AM 10 10 10
5:00 AM 13 13 13
6:00 AM 50 50 50
7:00 AM 123 123 123
8:00 AM 203 203 203
9:00 AM 157 157 157
10:00 AM 148 148 148
11:00 AM 185 185 185
12:00 PM 233 233 233
1:00 PM 235 235 235
2:00 PM 210 210 210
3:00 PM 258 258 258
4:00 PM 328 328 328
5:00 PM 428 428 428
6:00 PM 341 341 341
7:00 PM 239 239 239
8:00 PM 246 246 246
9:00 PM 201 201 201
10:00 PM 126 126 126
11:00 PM 42 42 42
Day Total 3841 3841 3841
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 203 203 203
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 428 428 428
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
53
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 4 4 7 19 24 10 0 0 0 0 0 0 0 0 68 26-35 42
1:00 AM 2 1 3 8 12 2 0 1 0 0 0 0 0 0 29 26-35 19
2:00 AM 1 0 1 1 2 0 1 0 0 0 0 0 0 0 6 26-35 3
3:00 AM 0 1 0 4 4 1 2 0 0 0 0 0 0 0 12 26-35 8
4:00 AM 0 3 0 7 7 13 7 0 1 0 0 0 0 0 38 31-40 20
5:00 AM 5 2 2 8 24 26 5 2 0 0 0 0 0 0 74 31-40 50
6:00 AM 2 6 8 46 77 44 11 0 1 0 0 0 0 0 195 26-35 123
7:00 AM 11 13 48 86 186 104 15 1 0 0 0 0 0 0 464 31-40 290
8:00 AM 12 30 58 121 219 124 31 3 0 0 0 0 0 0 598 31-40 342
9:00 AM 20 39 48 88 138 97 20 3 0 0 0 0 0 0 453 31-40 234
10:00 AM 9 34 49 96 105 90 12 3 1 0 0 0 0 0 399 26-35 201
11:00 AM 23 47 74 94 126 69 11 0 0 0 0 0 0 0 444 26-35 219
12:00 PM 16 60 72 121 140 60 19 1 0 0 0 0 0 0 489 26-35 261
1:00 PM 10 45 77 123 140 68 18 1 0 0 0 0 0 0 482 26-35 263
2:00 PM 14 37 66 83 153 81 11 0 0 0 0 0 0 0 445 26-35 236
3:00 PM 7 38 68 136 175 72 17 4 0 0 0 0 0 0 517 26-35 311
4:00 PM 12 55 99 174 178 90 15 1 0 0 0 0 0 0 624 26-35 352
5:00 PM 14 78 189 248 206 72 17 2 0 0 0 0 0 0 826 26-35 454
6:00 PM 6 42 82 167 178 90 20 4 0 1 0 0 0 0 590 26-35 345
7:00 PM 5 24 69 150 135 69 11 2 0 0 0 0 0 0 465 26-35 285
8:00 PM 1 17 44 132 148 34 9 1 0 0 0 0 0 0 386 26-35 280
9:00 PM 3 16 24 101 103 33 12 2 0 0 0 0 0 0 294 26-35 204
10:00 PM 2 7 17 58 76 28 11 1 1 0 0 0 0 0 201 26-35 133
11:00 PM 1 3 8 18 21 15 2 0 0 0 0 0 0 0 68 26-35 39
Day Total 180 602 1113 2089 2577 1292 277 32 4 1 0 0 0 0 8167 26-35 4665
Percent
ADT
8167
2.2% 7.4% 13.6% 25.6% 31.6% 15.8% 3.4% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 11:00 AM 11:00 AM 11:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 4:00 AM 8:00 AM
Volume 23 47 74 121 219 124 31 3 1 598
PM Peak 12:00 PM 5:00 PM 5:00 PM 5:00 PM 5:00 PM 4:00 PM 6:00 PM 3:00 PM 10:00 PM 6:00 PM 5:00 PM
Volume 16 78 189 248 206 90 20 4 1 1 826
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
54
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 180 602 1113 2089 2577 1292 277 32 4 1 0 0 0 0 8167 26-35 4665
Percent 2.2% 7.4% 13.6% 25.6% 31.6% 15.8% 3.4% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 2.2% 9.6% 23.2% 48.8% 80.3% 96.2% 99.5% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
8167 85th Percentile:
Mean Speed(Average):
Median
Mode:
36 MPH
29 MPH
30 MPH
33 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
55
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 58 8 0 0 0 0 0 0 0 0 0 0 2 68
1:00 AM 1 23 3 1 0 0 0 0 0 0 0 0 0 1 29
2:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 1 6
3:00 AM 0 9 3 0 0 0 0 0 0 0 0 0 0 0 12
4:00 AM 0 29 9 0 0 0 0 0 0 0 0 0 0 0 38
5:00 AM 2 59 7 0 2 3 0 0 0 0 0 0 0 1 74
6:00 AM 2 149 39 0 4 0 0 0 0 0 0 0 0 1 195
7:00 AM 2 368 72 0 13 0 0 5 1 0 0 0 0 3 464
8:00 AM 0 502 68 0 14 0 0 7 0 0 0 0 0 7 598
9:00 AM 1 366 58 0 21 0 0 5 0 0 0 0 0 2 453
10:00 AM 2 322 55 0 19 0 0 0 0 0 0 0 0 1 399
11:00 AM 4 365 48 0 19 0 0 2 0 0 0 0 0 6 444
12:00 PM 4 407 58 2 14 0 0 1 0 0 0 0 0 3 489
1:00 PM 2 409 57 1 10 0 0 1 0 0 0 0 0 2 482
2:00 PM 2 360 62 0 14 1 0 1 0 0 0 0 0 5 445
3:00 PM 3 412 77 3 16 2 0 2 0 0 0 0 0 2 517
4:00 PM 2 511 91 1 10 0 0 3 0 0 0 0 0 6 624
5:00 PM 5 700 98 0 17 0 0 1 0 0 0 0 0 5 826
6:00 PM 2 519 59 0 6 0 0 1 0 0 0 0 0 3 590
7:00 PM 0 413 44 0 6 0 0 1 0 0 0 0 0 1 465
8:00 PM 0 342 37 0 7 0 0 0 0 0 0 0 0 0 386
9:00 PM 0 265 26 0 2 0 0 0 0 0 0 0 0 1 294
10:00 PM 0 187 12 0 2 0 0 0 0 0 0 0 0 0 201
11:00 PM 0 64 2 0 2 0 0 0 0 0 0 0 0 0 68
Day Total 34 6843 994 8 198 6 0 30 1 0 0 0 0 53 8167
Percent 0.4% 83.8% 12.2% 0.1% 2.4% 0.1% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.6%
ADT
8167
AM Peak 11:00 AM 8:00 AM 7:00 AM 1:00 AM 9:00 AM 5:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM
Volume 4 502 72 1 21 3 7 1 7 598
PM Peak 5:00 PM 5:00 PM 5:00 PM 3:00 PM 5:00 PM 3:00 PM 4:00 PM 4:00 PM 5:00 PM
Volume 5 700 98 3 17 2 3 6 826
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
56
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 34 6843 994 8 198 6 0 30 1 0 0 0 0 53 8167
Percent 0.4% 83.8% 12.2% 0.1% 2.4% 0.1% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.6%
ADT
8167
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
57
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Dudley Dr QC JOB #:14758306
SPECIFIC LOCATION:Whipporwill Ln south of Dudley Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 68 68 68
1:00 AM 29 29 29
2:00 AM 6 6 6
3:00 AM 12 12 12
4:00 AM 38 38 38
5:00 AM 74 74 74
6:00 AM 195 195 195
7:00 AM 464 464 464
8:00 AM 598 598 598
9:00 AM 453 453 453
10:00 AM 399 399 399
11:00 AM 444 444 444
12:00 PM 489 489 489
1:00 PM 482 482 482
2:00 PM 445 445 445
3:00 PM 517 517 517
4:00 PM 624 624 624
5:00 PM 826 826 826
6:00 PM 590 590 590
7:00 PM 465 465 465
8:00 PM 386 386 386
9:00 PM 294 294 294
10:00 PM 201 201 201
11:00 PM 68 68 68
Day Total 8167 8167 8167
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 598 598 598
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 826 826 826
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
58
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 0 1 9 16 1 0 0 0 0 0 0 0 0 27 26-35 25
1:00 AM 0 0 0 4 5 2 0 0 0 0 0 0 0 0 11 26-35 9
2:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 26-35 1
3:00 AM 0 0 1 2 1 1 0 0 0 0 0 0 0 0 5 26-35 3
4:00 AM 1 0 0 1 2 1 1 0 0 0 0 0 0 0 6 31-40 3
5:00 AM 0 0 0 2 2 0 1 0 0 0 0 0 0 0 5 26-35 4
6:00 AM 0 0 0 1 8 4 0 0 0 0 0 0 0 0 13 31-40 12
7:00 AM 2 0 0 14 13 5 0 0 0 0 0 0 0 0 34 26-35 27
8:00 AM 0 0 2 13 22 14 0 0 0 0 0 0 0 0 51 31-40 35
9:00 AM 1 0 0 8 36 15 2 1 0 0 0 0 0 0 63 31-40 51
10:00 AM 0 0 1 14 20 19 1 0 0 0 0 0 0 0 55 31-40 38
11:00 AM 0 0 2 11 42 19 1 0 0 0 0 0 0 0 75 31-40 60
12:00 PM 0 1 5 26 52 13 3 0 0 0 0 0 0 0 100 26-35 78
1:00 PM 1 0 7 19 54 19 5 1 0 0 0 0 0 0 106 31-40 73
2:00 PM 1 0 4 22 53 13 0 1 0 0 0 0 0 0 94 26-35 74
3:00 PM 1 0 3 25 72 25 2 0 0 0 0 0 0 0 128 27-36 97
4:00 PM 2 0 1 31 98 35 5 0 0 0 0 0 0 0 172 31-40 133
5:00 PM 2 0 2 53 111 41 4 0 0 0 0 0 0 0 213 26-35 163
6:00 PM 2 0 2 43 91 27 1 0 0 0 0 0 0 0 166 26-35 134
7:00 PM 4 0 4 55 64 13 1 0 0 0 0 0 0 0 141 26-35 119
8:00 PM 2 0 4 40 63 10 0 0 0 0 0 0 0 0 119 26-35 102
9:00 PM 0 0 6 46 33 15 1 0 0 0 0 0 0 0 101 26-35 78
10:00 PM 0 0 3 28 41 7 2 0 0 0 0 0 0 0 81 26-35 69
11:00 PM 0 0 0 5 14 4 0 0 0 0 0 0 0 0 23 26-35 19
Day Total 19 1 48 472 914 303 30 3 0 0 0 0 0 0 1790 26-35 1386
Percent
ADT
1790
1.1% 0.1% 2.7% 26.4% 51.1% 16.9% 1.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 7:00 AM 8:00 AM 7:00 AM 11:00 AM 10:00 AM 9:00 AM 9:00 AM 11:00 AM
Volume 2 2 14 42 19 2 1 75
PM Peak 7:00 PM 12:00 PM 1:00 PM 7:00 PM 5:00 PM 5:00 PM 1:00 PM 1:00 PM 5:00 PM
Volume 4 1 7 55 111 41 5 1 213
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
59
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 19 1 48 472 914 303 30 3 0 0 0 0 0 0 1790 26-35 1386
Percent 1.1% 0.1% 2.7% 26.4% 51.1% 16.9% 1.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 1.1% 1.1% 3.8% 30.2% 81.2% 98.2% 99.8% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
1790 85th Percentile:
Mean Speed(Average):
Median
Mode:
36 MPH
31 MPH
31 MPH
33 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
60
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 25 2 0 0 0 0 0 0 0 0 0 0 0 27
1:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 1 6
5:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5
6:00 AM 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13
7:00 AM 0 28 2 0 2 0 0 0 0 0 0 0 0 2 34
8:00 AM 0 45 6 0 0 0 0 0 0 0 0 0 0 0 51
9:00 AM 2 56 4 0 0 0 0 0 0 0 0 0 0 1 63
10:00 AM 1 47 6 0 1 0 0 0 0 0 0 0 0 0 55
11:00 AM 1 70 2 0 1 0 0 1 0 0 0 0 0 0 75
12:00 PM 1 94 3 0 2 0 0 0 0 0 0 0 0 0 100
1:00 PM 1 102 1 0 1 0 0 0 0 0 0 0 0 1 106
2:00 PM 0 82 5 0 4 1 0 0 0 0 0 0 0 2 94
3:00 PM 2 119 5 0 1 0 0 0 0 0 0 0 0 1 128
4:00 PM 1 165 4 0 0 0 0 0 0 0 0 0 0 2 172
5:00 PM 1 205 4 0 1 0 0 0 0 0 0 0 0 2 213
6:00 PM 1 160 3 0 0 0 0 0 0 0 0 0 0 2 166
7:00 PM 1 129 5 0 0 0 0 0 0 0 0 0 0 6 141
8:00 PM 1 114 1 0 0 0 0 0 0 0 0 0 0 3 119
9:00 PM 0 100 1 0 0 0 0 0 0 0 0 0 0 0 101
10:00 PM 0 79 2 0 0 0 0 0 0 0 0 0 0 0 81
11:00 PM 0 23 0 0 0 0 0 0 0 0 0 0 0 0 23
Day Total 13 1680 59 0 13 1 0 1 0 0 0 0 0 23 1790
Percent 0.7% 93.9% 3.3% 0.0% 0.7% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1.3%
ADT
1790
AM Peak 9:00 AM 11:00 AM 8:00 AM 7:00 AM 11:00 AM 7:00 AM 11:00 AM
Volume 2 70 6 2 1 2 75
PM Peak 3:00 PM 5:00 PM 2:00 PM 2:00 PM 2:00 PM 7:00 PM 5:00 PM
Volume 2 205 5 4 1 6 213
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
61
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 13 1680 59 0 13 1 0 1 0 0 0 0 0 23 1790
Percent 0.7% 93.9% 3.3% 0.0% 0.7% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1.3%
ADT
1790
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
62
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 27 27 27
1:00 AM 11 11 11
2:00 AM 1 1 1
3:00 AM 5 5 5
4:00 AM 6 6 6
5:00 AM 5 5 5
6:00 AM 13 13 13
7:00 AM 34 34 34
8:00 AM 51 51 51
9:00 AM 63 63 63
10:00 AM 55 55 55
11:00 AM 75 75 75
12:00 PM 100 100 100
1:00 PM 106 106 106
2:00 PM 94 94 94
3:00 PM 128 128 128
4:00 PM 172 172 172
5:00 PM 213 213 213
6:00 PM 166 166 166
7:00 PM 141 141 141
8:00 PM 119 119 119
9:00 PM 101 101 101
10:00 PM 81 81 81
11:00 PM 23 23 23
Day Total 1790 1790 1790
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 11:00 AM 11:00 AM 11:00 AM
Volume 75 75 75
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 213 213 213
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
63
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 0 0 2 10 11 3 0 0 0 0 0 0 0 26 31-40 21
1:00 AM 0 0 0 1 3 4 2 1 0 0 0 0 0 0 11 31-40 7
2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 31-40 1
3:00 AM 0 0 1 0 2 0 2 0 0 0 0 0 0 0 5 26-35 2
4:00 AM 0 0 0 1 0 2 1 0 1 0 0 0 0 0 5 36-45 3
5:00 AM 0 0 0 1 1 2 0 1 0 0 0 0 0 0 5 31-40 3
6:00 AM 0 0 0 0 1 6 5 1 0 0 0 0 0 0 13 36-45 11
7:00 AM 2 0 0 3 11 11 5 2 0 0 0 0 0 0 34 31-40 22
8:00 AM 0 0 1 3 11 16 17 2 0 0 0 0 0 0 50 36-45 33
9:00 AM 1 0 0 2 6 32 14 7 0 0 1 0 0 0 63 36-45 45
10:00 AM 0 0 0 4 10 13 21 5 1 0 0 0 0 0 54 36-45 34
11:00 AM 1 0 1 4 9 38 19 3 1 0 0 0 0 0 76 36-45 56
12:00 PM 23 1 2 6 27 38 17 5 1 0 0 0 0 0 120 31-40 64
1:00 PM 28 0 1 10 19 43 23 6 1 1 0 0 0 0 132 36-45 65
2:00 PM 29 0 0 5 28 41 16 2 0 1 0 0 0 0 122 31-40 69
3:00 PM 34 0 0 4 26 56 31 6 0 0 0 0 0 0 157 36-45 86
4:00 PM 44 0 0 1 43 76 40 7 3 0 0 0 0 0 214 32-41 118
5:00 PM 21 0 0 4 53 82 56 9 3 0 0 0 0 0 228 36-45 137
6:00 PM 19 0 0 3 44 73 31 11 1 0 0 0 0 0 182 31-40 116
7:00 PM 2 0 1 9 52 50 19 5 0 0 0 0 0 0 138 31-40 102
8:00 PM 2 0 0 14 34 51 17 2 0 0 0 0 0 0 120 31-40 84
9:00 PM 0 0 0 7 44 28 19 2 1 0 0 0 0 0 101 31-40 71
10:00 PM 0 0 0 6 24 35 11 3 0 0 0 0 0 0 79 31-40 59
11:00 PM 0 0 0 0 5 11 6 1 0 0 0 0 0 0 23 36-45 17
Day Total 206 1 7 90 463 720 375 81 13 2 1 0 0 0 1959 31-40 1183
Percent
ADT
1959
10.5% 0.1% 0.4% 4.6% 23.6% 36.8% 19.1% 4.1% 0.7% 0.1% 0.1% 0.0% 0.0% 0.0%
AM Peak 7:00 AM 3:00 AM 10:00 AM 7:00 AM 11:00 AM 10:00 AM 9:00 AM 4:00 AM 9:00 AM 11:00 AM
Volume 2 1 4 11 38 21 7 1 1 76
PM Peak 4:00 PM 12:00 PM 12:00 PM 8:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 4:00 PM 1:00 PM 5:00 PM
Volume 44 1 2 14 53 82 56 11 3 1 228
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
64
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 206 1 7 90 463 720 375 81 13 2 1 0 0 0 1959 31-40 1183
Percent 10.5% 0.1% 0.4% 4.6% 23.6% 36.8% 19.1% 4.1% 0.7% 0.1% 0.1% 0.0% 0.0% 0.0%
Cumulative
Percent 10.5% 10.6% 10.9% 15.5% 39.2% 75.9% 95.0% 99.2% 99.8% 99.9% 100.0% 100.0% 100.0% 100.0%
ADT
1959 85th Percentile:
Mean Speed(Average):
Median
Mode:
42 MPH
34 MPH
36 MPH
38 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
65
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 21 5 0 0 0 0 0 0 0 0 0 0 0 26
1:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 5
6:00 AM 0 10 3 0 0 0 0 0 0 0 0 0 0 0 13
7:00 AM 1 26 2 0 4 0 0 0 0 0 0 0 0 1 34
8:00 AM 0 44 4 0 1 0 0 1 0 0 0 0 0 0 50
9:00 AM 2 52 5 0 3 0 0 0 0 0 0 0 0 1 63
10:00 AM 1 43 8 0 2 0 0 0 0 0 0 0 0 0 54
11:00 AM 1 67 5 0 1 0 0 1 0 0 0 0 0 1 76
12:00 PM 1 88 4 1 3 0 0 0 0 0 0 0 0 23 120
1:00 PM 1 94 6 0 3 0 0 0 0 0 0 0 0 28 132
2:00 PM 0 79 8 2 3 1 0 0 0 0 0 0 0 29 122
3:00 PM 2 108 12 1 0 0 0 0 0 0 0 0 0 34 157
4:00 PM 0 152 17 0 1 0 0 0 0 0 0 0 0 44 214
5:00 PM 1 190 12 0 4 0 0 0 0 0 0 0 0 21 228
6:00 PM 0 156 6 0 0 0 0 1 0 0 0 0 0 19 182
7:00 PM 1 128 6 0 1 0 0 0 0 0 0 0 0 2 138
8:00 PM 1 111 6 0 0 0 0 0 0 0 0 0 0 2 120
9:00 PM 0 95 6 0 0 0 0 0 0 0 0 0 0 0 101
10:00 PM 0 76 3 0 0 0 0 0 0 0 0 0 0 0 79
11:00 PM 0 23 0 0 0 0 0 0 0 0 0 0 0 0 23
Day Total 12 1584 123 4 27 1 0 3 0 0 0 0 0 205 1959
Percent 0.6% 80.9% 6.3% 0.2% 1.4% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 10.5%
ADT
1959
AM Peak 9:00 AM 11:00 AM 10:00 AM 7:00 AM 8:00 AM 7:00 AM 11:00 AM
Volume 2 67 8 4 1 1 76
PM Peak 3:00 PM 5:00 PM 4:00 PM 2:00 PM 5:00 PM 2:00 PM 6:00 PM 4:00 PM 5:00 PM
Volume 2 190 17 2 4 1 1 44 228
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
66
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 12 1584 123 4 27 1 0 3 0 0 0 0 0 205 1959
Percent 0.6% 80.9% 6.3% 0.2% 1.4% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 10.5%
ADT
1959
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
67
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 26 26 26
1:00 AM 11 11 11
2:00 AM 1 1 1
3:00 AM 5 5 5
4:00 AM 5 5 5
5:00 AM 5 5 5
6:00 AM 13 13 13
7:00 AM 34 34 34
8:00 AM 50 50 50
9:00 AM 63 63 63
10:00 AM 54 54 54
11:00 AM 76 76 76
12:00 PM 120 120 120
1:00 PM 132 132 132
2:00 PM 122 122 122
3:00 PM 157 157 157
4:00 PM 214 214 214
5:00 PM 228 228 228
6:00 PM 182 182 182
7:00 PM 138 138 138
8:00 PM 120 120 120
9:00 PM 101 101 101
10:00 PM 79 79 79
11:00 PM 23 23 23
Day Total 1959 1959 1959
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 11:00 AM 11:00 AM 11:00 AM
Volume 76 76 76
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 228 228 228
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
68
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 0 1 11 26 12 3 0 0 0 0 0 0 0 53 31-40 38
1:00 AM 0 0 0 5 8 6 2 1 0 0 0 0 0 0 22 31-40 13
2:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 31-40 2
3:00 AM 0 0 2 2 3 1 2 0 0 0 0 0 0 0 10 30-39 4
4:00 AM 1 0 0 2 2 3 2 0 1 0 0 0 0 0 11 36-45 5
5:00 AM 0 0 0 3 3 2 1 1 0 0 0 0 0 0 10 31-40 5
6:00 AM 0 0 0 1 9 10 5 1 0 0 0 0 0 0 26 31-40 19
7:00 AM 4 0 0 17 24 16 5 2 0 0 0 0 0 0 68 31-40 40
8:00 AM 0 0 3 16 33 30 17 2 0 0 0 0 0 0 101 31-40 63
9:00 AM 2 0 0 10 42 47 16 8 0 0 1 0 0 0 126 31-40 89
10:00 AM 0 0 1 18 30 32 22 5 1 0 0 0 0 0 109 31-40 62
11:00 AM 1 0 3 15 51 57 20 3 1 0 0 0 0 0 151 31-40 108
12:00 PM 23 2 7 32 79 51 20 5 1 0 0 0 0 0 220 31-40 129
1:00 PM 29 0 8 29 73 62 28 7 1 1 0 0 0 0 238 31-40 135
2:00 PM 30 0 4 27 81 54 16 3 0 1 0 0 0 0 216 31-40 135
3:00 PM 35 0 3 29 98 81 33 6 0 0 0 0 0 0 285 31-40 178
4:00 PM 46 0 1 32 141 111 45 7 3 0 0 0 0 0 386 31-40 251
5:00 PM 23 0 2 57 164 123 60 9 3 0 0 0 0 0 441 31-40 287
6:00 PM 21 0 2 46 135 100 32 11 1 0 0 0 0 0 348 31-40 235
7:00 PM 6 0 5 64 116 63 20 5 0 0 0 0 0 0 279 31-40 179
8:00 PM 4 0 4 54 97 61 17 2 0 0 0 0 0 0 239 31-40 157
9:00 PM 0 0 6 53 77 43 20 2 1 0 0 0 0 0 202 26-35 130
10:00 PM 0 0 3 34 65 42 13 3 0 0 0 0 0 0 160 31-40 107
11:00 PM 0 0 0 5 19 15 6 1 0 0 0 0 0 0 46 31-40 34
Day Total 225 2 55 562 1377 1023 405 84 13 2 1 0 0 0 3749 31-40 2400
Percent
ADT
3749
6.0% 0.1% 1.5% 15.0% 36.7% 27.3% 10.8% 2.2% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0%
AM Peak 7:00 AM 8:00 AM 10:00 AM 11:00 AM 11:00 AM 10:00 AM 9:00 AM 4:00 AM 9:00 AM 11:00 AM
Volume 4 3 18 51 57 22 8 1 1 151
PM Peak 4:00 PM 12:00 PM 1:00 PM 7:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 4:00 PM 1:00 PM 5:00 PM
Volume 46 2 8 64 164 123 60 11 3 1 441
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
69
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 225 2 55 562 1377 1023 405 84 13 2 1 0 0 0 3749 31-40 2400
Percent 6.0% 0.1% 1.5% 15.0% 36.7% 27.3% 10.8% 2.2% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 6.0% 6.1% 7.5% 22.5% 59.2% 86.5% 97.3% 99.6% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
3749 85th Percentile:
Mean Speed(Average):
Median
Mode:
39 MPH
32 MPH
33 MPH
33 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
70
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 46 7 0 0 0 0 0 0 0 0 0 0 0 53
1:00 AM 0 18 4 0 0 0 0 0 0 0 0 0 0 0 22
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 9 1 0 0 0 0 0 0 0 0 0 0 0 10
4:00 AM 0 10 0 0 0 0 0 0 0 0 0 0 0 1 11
5:00 AM 0 6 3 0 1 0 0 0 0 0 0 0 0 0 10
6:00 AM 0 23 3 0 0 0 0 0 0 0 0 0 0 0 26
7:00 AM 1 54 4 0 6 0 0 0 0 0 0 0 0 3 68
8:00 AM 0 89 10 0 1 0 0 1 0 0 0 0 0 0 101
9:00 AM 4 108 9 0 3 0 0 0 0 0 0 0 0 2 126
10:00 AM 2 90 14 0 3 0 0 0 0 0 0 0 0 0 109
11:00 AM 2 137 7 0 2 0 0 2 0 0 0 0 0 1 151
12:00 PM 2 182 7 1 5 0 0 0 0 0 0 0 0 23 220
1:00 PM 2 196 7 0 4 0 0 0 0 0 0 0 0 29 238
2:00 PM 0 161 13 2 7 2 0 0 0 0 0 0 0 31 216
3:00 PM 4 227 17 1 1 0 0 0 0 0 0 0 0 35 285
4:00 PM 1 317 21 0 1 0 0 0 0 0 0 0 0 46 386
5:00 PM 2 395 16 0 5 0 0 0 0 0 0 0 0 23 441
6:00 PM 1 316 9 0 0 0 0 1 0 0 0 0 0 21 348
7:00 PM 2 257 11 0 1 0 0 0 0 0 0 0 0 8 279
8:00 PM 2 225 7 0 0 0 0 0 0 0 0 0 0 5 239
9:00 PM 0 195 7 0 0 0 0 0 0 0 0 0 0 0 202
10:00 PM 0 155 5 0 0 0 0 0 0 0 0 0 0 0 160
11:00 PM 0 46 0 0 0 0 0 0 0 0 0 0 0 0 46
Day Total 25 3264 182 4 40 2 0 4 0 0 0 0 0 228 3749
Percent 0.7% 87.1% 4.9% 0.1% 1.1% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 6.1%
ADT
3749
AM Peak 9:00 AM 11:00 AM 10:00 AM 7:00 AM 11:00 AM 7:00 AM 11:00 AM
Volume 4 137 14 6 2 3 151
PM Peak 3:00 PM 5:00 PM 4:00 PM 2:00 PM 2:00 PM 2:00 PM 6:00 PM 4:00 PM 5:00 PM
Volume 4 395 21 2 7 2 1 46 441
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
71
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 25 3264 182 4 40 2 0 4 0 0 0 0 0 228 3749
Percent 0.7% 87.1% 4.9% 0.1% 1.1% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 6.1%
ADT
3749
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
72
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Whipporwill Ln south of Night Hawk Dr QC JOB #:14758308
SPECIFIC LOCATION:Whipporwill Ln south of Night Hawk Dr
CITY/STATE:Naples, FL
DIRECTION:NB/SB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 53 53 53
1:00 AM 22 22 22
2:00 AM 2 2 2
3:00 AM 10 10 10
4:00 AM 11 11 11
5:00 AM 10 10 10
6:00 AM 26 26 26
7:00 AM 68 68 68
8:00 AM 101 101 101
9:00 AM 126 126 126
10:00 AM 109 109 109
11:00 AM 151 151 151
12:00 PM 220 220 220
1:00 PM 238 238 238
2:00 PM 216 216 216
3:00 PM 285 285 285
4:00 PM 386 386 386
5:00 PM 441 441 441
6:00 PM 348 348 348
7:00 PM 279 279 279
8:00 PM 239 239 239
9:00 PM 202 202 202
10:00 PM 160 160 160
11:00 PM 46 46 46
Day Total 3749 3749 3749
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 11:00 AM 11:00 AM 11:00 AM
Volume 151 151 151
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 441 441 441
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
73
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 0 1 0 1 1 1 2 0 0 0 0 0 0 6 41-50 3
1:00 AM 0 0 0 0 1 1 2 0 1 0 0 0 0 0 5 36-45 3
2:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 26-35 2
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0
4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 26-35 1
5:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 21-30 1
6:00 AM 0 0 0 1 0 3 1 0 0 0 0 0 0 0 5 36-45 4
7:00 AM 1 1 0 2 4 3 2 1 0 0 0 0 0 0 14 33-42 6
8:00 AM 0 0 1 2 8 12 10 0 0 1 0 0 0 0 34 36-45 22
9:00 AM 1 1 1 5 13 15 7 0 0 0 0 0 0 0 43 31-40 28
10:00 AM 1 2 1 3 7 12 10 3 1 0 0 0 0 0 40 36-45 22
11:00 AM 0 3 3 3 16 10 18 5 0 0 1 0 0 0 59 36-45 28
12:00 PM 1 3 2 7 12 21 13 5 0 0 0 0 0 0 64 36-45 34
1:00 PM 1 0 2 5 22 17 12 3 0 0 0 0 0 0 62 31-40 39
2:00 PM 1 0 2 7 12 26 13 1 1 1 0 0 0 0 64 36-45 38
3:00 PM 1 0 2 6 16 26 11 3 0 0 0 0 0 0 65 31-40 42
4:00 PM 3 1 1 6 14 28 18 2 1 0 0 0 0 0 74 36-45 45
5:00 PM 1 2 4 8 27 19 9 7 2 0 0 0 0 0 79 31-40 45
6:00 PM 1 2 0 8 19 23 17 4 0 1 1 0 0 0 76 33-42 41
7:00 PM 0 1 0 5 15 14 8 2 2 0 0 0 0 0 47 31-40 28
8:00 PM 0 0 3 3 17 14 8 0 0 0 0 0 0 0 45 31-40 30
9:00 PM 1 1 0 6 9 11 7 4 0 0 0 0 0 0 39 31-40 20
10:00 PM 0 0 1 2 7 4 4 1 0 0 0 0 0 0 19 31-40 11
11:00 PM 0 0 0 1 2 3 1 1 1 0 0 0 0 0 9 35-44 4
Day Total 13 17 24 81 225 264 172 44 9 3 2 0 0 0 854 31-40 488
Percent
ADT
854
1.5% 2.0% 2.8% 9.5% 26.3% 30.9% 20.1% 5.2% 1.1% 0.4% 0.2% 0.0% 0.0% 0.0%
AM Peak 7:00 AM 11:00 AM 11:00 AM 9:00 AM 11:00 AM 9:00 AM 11:00 AM 11:00 AM 1:00 AM 8:00 AM 11:00 AM 11:00 AM
Volume 1 3 3 5 16 15 18 5 1 1 1 59
PM Peak 4:00 PM 12:00 PM 5:00 PM 5:00 PM 5:00 PM 4:00 PM 4:00 PM 5:00 PM 5:00 PM 2:00 PM 6:00 PM 5:00 PM
Volume 3 3 4 8 27 28 18 7 2 1 1 79
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
74
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 13 17 24 81 225 264 172 44 9 3 2 0 0 0 854 31-40 488
Percent 1.5% 2.0% 2.8% 9.5% 26.3% 30.9% 20.1% 5.2% 1.1% 0.4% 0.2% 0.0% 0.0% 0.0%
Cumulative
Percent 1.5% 3.5% 6.3% 15.8% 42.2% 73.1% 93.2% 98.4% 99.4% 99.8% 100.0% 100.0% 100.0% 100.0%
ADT
854 85th Percentile:
Mean Speed(Average):
Median
Mode:
42 MPH
35 MPH
36 MPH
38 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
75
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 2 4 0 0 0 0 0 0 0 0 0 0 0 6
1:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 1 4 0 0 0 0 0 0 0 0 0 0 0 5
7:00 AM 0 8 3 0 1 0 0 2 0 0 0 0 0 0 14
8:00 AM 0 12 16 1 1 0 0 4 0 0 0 0 0 0 34
9:00 AM 1 23 13 0 5 0 0 0 0 0 0 0 0 1 43
10:00 AM 2 20 8 0 9 0 0 0 0 0 0 0 0 1 40
11:00 AM 1 37 17 0 4 0 0 0 0 0 0 0 0 0 59
12:00 PM 0 38 20 1 5 0 0 0 0 0 0 0 0 0 64
1:00 PM 1 40 19 0 1 0 0 0 0 0 0 0 0 1 62
2:00 PM 0 37 23 0 3 0 0 1 0 0 0 0 0 0 64
3:00 PM 0 44 15 0 4 0 0 1 0 0 0 0 0 1 65
4:00 PM 0 51 19 1 1 0 0 0 0 0 0 0 0 2 74
5:00 PM 0 58 16 0 4 0 0 0 0 0 0 0 0 1 79
6:00 PM 2 51 18 0 5 0 0 0 0 0 0 0 0 0 76
7:00 PM 0 31 16 0 0 0 0 0 0 0 0 0 0 0 47
8:00 PM 0 31 12 0 2 0 0 0 0 0 0 0 0 0 45
9:00 PM 0 20 17 0 1 0 0 0 0 0 0 0 0 1 39
10:00 PM 0 16 3 0 0 0 0 0 0 0 0 0 0 0 19
11:00 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 0 9
Day Total 7 532 249 3 47 0 0 8 0 0 0 0 0 8 854
Percent 0.8% 62.3% 29.2% 0.4% 5.5% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9%
ADT
854
AM Peak 10:00 AM 11:00 AM 11:00 AM 8:00 AM 10:00 AM 8:00 AM 9:00 AM 11:00 AM
Volume 2 37 17 1 9 4 1 59
PM Peak 6:00 PM 5:00 PM 2:00 PM 12:00 PM 12:00 PM 2:00 PM 4:00 PM 5:00 PM
Volume 2 58 23 1 5 1 2 79
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
76
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 7 532 249 3 47 0 0 8 0 0 0 0 0 8 854
Percent 0.8% 62.3% 29.2% 0.4% 5.5% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9%
ADT
854
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
77
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 6 6 6
1:00 AM 5 5 5
2:00 AM 2 2 2
3:00 AM 0 0 0
4:00 AM 1 1 1
5:00 AM 2 2 2
6:00 AM 5 5 5
7:00 AM 14 14 14
8:00 AM 34 34 34
9:00 AM 43 43 43
10:00 AM 40 40 40
11:00 AM 59 59 59
12:00 PM 64 64 64
1:00 PM 62 62 62
2:00 PM 64 64 64
3:00 PM 65 65 65
4:00 PM 74 74 74
5:00 PM 79 79 79
6:00 PM 76 76 76
7:00 PM 47 47 47
8:00 PM 45 45 45
9:00 PM 39 39 39
10:00 PM 19 19 19
11:00 PM 9 9 9
Day Total 854 854 854
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 11:00 AM 11:00 AM 11:00 AM
Volume 59 59 59
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 79 79 79
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
78
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:WB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 31-40 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0
2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 31-40 1
3:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 31-40 1
4:00 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 0 4 21-30 2
5:00 AM 0 0 1 1 1 3 2 0 0 0 0 0 0 0 8 36-45 5
6:00 AM 0 0 0 3 9 7 1 1 0 0 0 0 0 0 21 31-40 15
7:00 AM 1 1 1 5 31 19 2 1 0 0 0 0 0 0 61 31-40 49
8:00 AM 1 0 1 11 35 41 8 1 0 0 0 0 0 0 98 31-40 76
9:00 AM 0 3 4 11 26 19 4 1 0 0 0 0 0 0 68 31-40 44
10:00 AM 2 1 2 11 31 21 6 0 0 0 0 0 0 0 74 31-40 52
11:00 AM 2 0 1 9 19 21 4 0 0 0 0 0 0 0 56 31-40 40
12:00 PM 1 2 2 4 24 14 9 0 1 0 0 0 0 0 57 31-40 37
1:00 PM 2 1 1 7 25 12 6 0 0 0 0 0 0 0 54 31-40 37
2:00 PM 1 1 3 5 23 17 2 1 0 0 0 0 0 0 53 31-40 40
3:00 PM 0 2 1 15 28 9 3 0 0 0 0 0 0 0 58 26-35 43
4:00 PM 2 1 7 12 9 14 7 1 0 0 0 0 0 0 53 33-42 22
5:00 PM 1 2 8 11 19 7 1 0 0 0 0 0 0 0 49 27-36 29
6:00 PM 0 0 3 7 16 10 4 2 0 0 0 0 0 0 42 31-40 26
7:00 PM 1 1 1 8 13 7 3 0 0 0 0 0 0 0 34 26-35 21
8:00 PM 0 0 1 7 4 3 0 0 0 0 0 0 0 0 15 26-35 11
9:00 PM 0 1 1 1 8 3 4 0 0 0 0 0 0 0 18 31-40 11
10:00 PM 0 0 1 1 4 6 2 0 0 0 0 0 0 0 14 33-42 9
11:00 PM 0 0 0 0 3 0 0 2 0 1 0 0 0 0 6 26-35 3
Day Total 14 16 40 130 328 238 68 10 1 1 0 0 0 0 846 31-40 566
Percent
ADT
846
1.7% 1.9% 4.7% 15.4% 38.8% 28.1% 8.0% 1.2% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0%
AM Peak 10:00 AM 9:00 AM 9:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 6:00 AM 8:00 AM
Volume 2 3 4 11 35 41 8 1 98
PM Peak 1:00 PM 12:00 PM 5:00 PM 3:00 PM 3:00 PM 2:00 PM 12:00 PM 6:00 PM 12:00 PM 11:00 PM 3:00 PM
Volume 2 2 8 15 28 17 9 2 1 1 58
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
79
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:WB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 14 16 40 130 328 238 68 10 1 1 0 0 0 0 846 31-40 566
Percent 1.7% 1.9% 4.7% 15.4% 38.8% 28.1% 8.0% 1.2% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0%
Cumulative
Percent 1.7% 3.5% 8.3% 23.6% 62.4% 90.5% 98.6% 99.8% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0%
ADT
846 85th Percentile:
Mean Speed(Average):
Median
Mode:
39 MPH
33 MPH
33 MPH
33 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
80
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:WB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 20 1 0 0 0 0 0 0 0 0 0 0 0 21
7:00 AM 0 57 3 0 1 0 0 0 0 0 0 0 0 0 61
8:00 AM 3 91 3 0 1 0 0 0 0 0 0 0 0 0 98
9:00 AM 1 60 5 0 2 0 0 0 0 0 0 0 0 0 68
10:00 AM 1 61 5 0 6 0 0 0 0 0 0 0 0 1 74
11:00 AM 0 45 6 0 3 0 0 0 0 0 0 0 0 2 56
12:00 PM 0 53 3 0 1 0 0 0 0 0 0 0 0 0 57
1:00 PM 0 44 4 0 3 0 0 1 0 0 0 0 0 2 54
2:00 PM 0 45 5 0 2 0 0 1 0 0 0 0 0 0 53
3:00 PM 0 49 6 0 3 0 0 0 0 0 0 0 0 0 58
4:00 PM 0 43 1 0 2 0 0 6 0 0 0 0 0 1 53
5:00 PM 0 42 6 0 0 0 0 0 0 0 0 0 0 1 49
6:00 PM 1 36 5 0 0 0 0 0 0 0 0 0 0 0 42
7:00 PM 0 31 3 0 0 0 0 0 0 0 0 0 0 0 34
8:00 PM 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15
9:00 PM 0 16 2 0 0 0 0 0 0 0 0 0 0 0 18
10:00 PM 0 12 1 0 1 0 0 0 0 0 0 0 0 0 14
11:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6
Day Total 6 740 60 0 25 0 0 8 0 0 0 0 0 7 846
Percent 0.7% 87.5% 7.1% 0.0% 3.0% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.8%
ADT
846
AM Peak 8:00 AM 8:00 AM 11:00 AM 10:00 AM 11:00 AM 8:00 AM
Volume 3 91 6 6 2 98
PM Peak 6:00 PM 12:00 PM 3:00 PM 1:00 PM 4:00 PM 1:00 PM 3:00 PM
Volume 1 53 6 3 6 2 58
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
81
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:WB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 6 740 60 0 25 0 0 8 0 0 0 0 0 7 846
Percent 0.7% 87.5% 7.1% 0.0% 3.0% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.8%
ADT
846
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
82
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:WB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 1 1 1
1:00 AM 0 0 0
2:00 AM 1 1 1
3:00 AM 1 1 1
4:00 AM 4 4 4
5:00 AM 8 8 8
6:00 AM 21 21 21
7:00 AM 61 61 61
8:00 AM 98 98 98
9:00 AM 68 68 68
10:00 AM 74 74 74
11:00 AM 56 56 56
12:00 PM 57 57 57
1:00 PM 54 54 54
2:00 PM 53 53 53
3:00 PM 58 58 58
4:00 PM 53 53 53
5:00 PM 49 49 49
6:00 PM 42 42 42
7:00 PM 34 34 34
8:00 PM 15 15 15
9:00 PM 18 18 18
10:00 PM 14 14 14
11:00 PM 6 6 6
Day Total 846 846 846
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 98 98 98
PM Peak 3:00 PM 3:00 PM 3:00 PM
Volume 58 58 58
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
83
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB/WB
DATE:Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
12:00 AM 0 0 1 0 1 2 1 2 0 0 0 0 0 0 7 41-50 3
1:00 AM 0 0 0 0 1 1 2 0 1 0 0 0 0 0 5 36-45 3
2:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 3 31-40 3
3:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 31-40 1
4:00 AM 0 0 1 1 1 2 0 0 0 0 0 0 0 0 5 31-40 3
5:00 AM 0 0 1 2 1 4 2 0 0 0 0 0 0 0 10 36-45 6
6:00 AM 0 0 0 4 9 10 2 1 0 0 0 0 0 0 26 31-40 19
7:00 AM 2 2 1 7 35 22 4 2 0 0 0 0 0 0 75 31-40 57
8:00 AM 1 0 2 13 43 53 18 1 0 1 0 0 0 0 132 31-40 95
9:00 AM 1 4 5 16 39 34 11 1 0 0 0 0 0 0 111 31-40 73
10:00 AM 3 3 3 14 38 33 16 3 1 0 0 0 0 0 114 31-40 70
11:00 AM 2 3 4 12 35 31 22 5 0 0 1 0 0 0 115 31-40 66
12:00 PM 2 5 4 11 36 35 22 5 1 0 0 0 0 0 121 31-40 71
1:00 PM 3 1 3 12 47 29 18 3 0 0 0 0 0 0 116 31-40 76
2:00 PM 2 1 5 12 35 43 15 2 1 1 0 0 0 0 117 31-40 77
3:00 PM 1 2 3 21 44 35 14 3 0 0 0 0 0 0 123 31-40 79
4:00 PM 5 2 8 18 23 42 25 3 1 0 0 0 0 0 127 36-45 67
5:00 PM 2 4 12 19 46 26 10 7 2 0 0 0 0 0 128 31-40 72
6:00 PM 1 2 3 15 35 33 21 6 0 1 1 0 0 0 118 31-40 67
7:00 PM 1 2 1 13 28 21 11 2 2 0 0 0 0 0 81 31-40 49
8:00 PM 0 0 4 10 21 17 8 0 0 0 0 0 0 0 60 31-40 38
9:00 PM 1 2 1 7 17 14 11 4 0 0 0 0 0 0 57 31-40 30
10:00 PM 0 0 2 3 11 10 6 1 0 0 0 0 0 0 33 31-40 21
11:00 PM 0 0 0 1 5 3 1 3 1 1 0 0 0 0 15 32-41 7
Day Total 27 33 64 211 553 502 240 54 10 4 2 0 0 0 1700 31-40 1055
Percent
ADT
1700
1.6% 1.9% 3.8% 12.4% 32.5% 29.5% 14.1% 3.2% 0.6% 0.2% 0.1% 0.0% 0.0% 0.0%
AM Peak 10:00 AM 9:00 AM 9:00 AM 9:00 AM 8:00 AM 8:00 AM 11:00 AM 11:00 AM 1:00 AM 8:00 AM 11:00 AM 8:00 AM
Volume 3 4 5 16 43 53 22 5 1 1 1 132
PM Peak 4:00 PM 12:00 PM 5:00 PM 3:00 PM 1:00 PM 2:00 PM 4:00 PM 5:00 PM 5:00 PM 2:00 PM 6:00 PM 5:00 PM
Volume 5 5 12 21 47 43 25 7 2 1 1 128
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
84
Type of report: Tube Count - Speed Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB/WB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999 Total
Pace
Speed
Number
in Pace
Grand Total 27 33 64 211 553 502 240 54 10 4 2 0 0 0 1700 31-40 1055
Percent 1.6% 1.9% 3.8% 12.4% 32.5% 29.5% 14.1% 3.2% 0.6% 0.2% 0.1% 0.0% 0.0% 0.0%
Cumulative
Percent 1.6% 3.5% 7.3% 19.7% 52.2% 81.8% 95.9% 99.1% 99.6% 99.9% 100.0% 100.0% 100.0% 100.0%
ADT
1700 85th Percentile:
Mean Speed(Average):
Median
Mode:
41 MPH
34 MPH
34 MPH
33 MPHComments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
85
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB/WB
DATE:Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
12:00 AM 0 3 4 0 0 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 9 1 0 0 0 0 0 0 0 0 0 0 0 10
6:00 AM 0 21 5 0 0 0 0 0 0 0 0 0 0 0 26
7:00 AM 0 65 6 0 2 0 0 2 0 0 0 0 0 0 75
8:00 AM 3 103 19 1 2 0 0 4 0 0 0 0 0 0 132
9:00 AM 2 83 18 0 7 0 0 0 0 0 0 0 0 1 111
10:00 AM 3 81 13 0 15 0 0 0 0 0 0 0 0 2 114
11:00 AM 1 82 23 0 7 0 0 0 0 0 0 0 0 2 115
12:00 PM 0 91 23 1 6 0 0 0 0 0 0 0 0 0 121
1:00 PM 1 84 23 0 4 0 0 1 0 0 0 0 0 3 116
2:00 PM 0 82 28 0 5 0 0 2 0 0 0 0 0 0 117
3:00 PM 0 93 21 0 7 0 0 1 0 0 0 0 0 1 123
4:00 PM 0 94 20 1 3 0 0 6 0 0 0 0 0 3 127
5:00 PM 0 100 22 0 4 0 0 0 0 0 0 0 0 2 128
6:00 PM 3 87 23 0 5 0 0 0 0 0 0 0 0 0 118
7:00 PM 0 62 19 0 0 0 0 0 0 0 0 0 0 0 81
8:00 PM 0 46 12 0 2 0 0 0 0 0 0 0 0 0 60
9:00 PM 0 36 19 0 1 0 0 0 0 0 0 0 0 1 57
10:00 PM 0 28 4 0 1 0 0 0 0 0 0 0 0 0 33
11:00 PM 0 13 2 0 0 0 0 0 0 0 0 0 0 0 15
Day Total 13 1272 309 3 72 0 0 16 0 0 0 0 0 15 1700
Percent 0.8% 74.8% 18.2% 0.2% 4.2% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9%
ADT
1700
AM Peak 8:00 AM 8:00 AM 11:00 AM 8:00 AM 10:00 AM 8:00 AM 10:00 AM 8:00 AM
Volume 3 103 23 1 15 4 2 132
PM Peak 6:00 PM 5:00 PM 2:00 PM 12:00 PM 3:00 PM 4:00 PM 1:00 PM 5:00 PM
Volume 3 100 28 1 7 6 3 128
Comments:
Page 1 of 2
Report generated on 8/22/2018 9:35 PM
86
Type of report: Tube Count - Vehicle Classification Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB/WB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Motor-
cycles
Cars &
Trailer
2 Axle
Long Buses 2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axle
Double
5 Axle
Double
>6 Axle
Double
<6 Axle
Multi
6 Axle
Multi
>6 Axle
Multi
Not
Classified Total
Grand Total 13 1272 309 3 72 0 0 16 0 0 0 0 0 15 1700
Percent 0.8% 74.8% 18.2% 0.2% 4.2% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9%
ADT
1700
Comments:
Page 2 of 2
Report generated on 8/22/2018 9:35 PM
87
Type of report: Tube Count - Volume Data
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
LOCATION:Marbella Lakes Dr east of Livingston Rd QC JOB #:14758307
SPECIFIC LOCATION:Marbella Lakes Dr east of Livingston Rd
CITY/STATE:Naples, FL
DIRECTION:EB/WB
DATE:Aug 07 2018 - Aug 07 2018
Start Time
Mon Tue
07-Aug-18
Wed Thu Fri Average Weekday
Hourly Traffic
Sat Sun Average Week
Hourly Traffic
Average Week Profile
12:00 AM 7 7 7
1:00 AM 5 5 5
2:00 AM 3 3 3
3:00 AM 1 1 1
4:00 AM 5 5 5
5:00 AM 10 10 10
6:00 AM 26 26 26
7:00 AM 75 75 75
8:00 AM 132 132 132
9:00 AM 111 111 111
10:00 AM 114 114 114
11:00 AM 115 115 115
12:00 PM 121 121 121
1:00 PM 116 116 116
2:00 PM 117 117 117
3:00 PM 123 123 123
4:00 PM 127 127 127
5:00 PM 128 128 128
6:00 PM 118 118 118
7:00 PM 81 81 81
8:00 PM 60 60 60
9:00 PM 57 57 57
10:00 PM 33 33 33
11:00 PM 15 15 15
Day Total 1700 1700 1700
% Weekday
Average 100.0%
% Week
Average 100.0%100.0%
AM Peak 8:00 AM 8:00 AM 8:00 AM
Volume 132 132 132
PM Peak 5:00 PM 5:00 PM 5:00 PM
Volume 128 128 128
Comments:
Page 1 of 1
Report generated on 8/22/2018 9:35 PM
88
89
This Page Intentionally Left Blank
Stop Sign Warrant Analysis
90
Multi-Way Stop Engineering Study
Synopsis
Date Project Name:
February 8, 2019 Marbella Lakes Dr. @ Hermosa Way
The Traffic Operations Section of the Collier County Growth Management Department
conducted a Multi-Way Stop Intersection Study at the intersection of Marbella Lakes Dr.
at Hermosa Way in Naples Florida.
The purpose of this study was to determine if the intersection met warrant requirements
for a multi-way stop installation as set forth in the Manual on Uniform Traffic Control
Devices (MUTCD).
Evaluated criteria included but was not limited to:
TRAFFIC CONTROL SIGNAL NOT WARRANTED
TRAFFIC VOLUMES ~ EQUAL / BALANCED-VOLUMES OF APPROACH
CRASH DATA - PAST 12 MONTHS OF (5) OR MORE SUSCEPTIBLE TO
CORRECTION
VEHICULAR DATA - ENTERING INTERSECTION - attached
CONCLUSION:
Based on the analysis of the data sets summarized above, in accordance with the MUTCD
guidelines / protocols, overall functionality, traffic metrics, crash history and engineering judgment:
This intersection DOES NOT meet the merits for a multi-way stop intersection.
Therefore, a multi-way stop control is not recommended to be installed at this time.
End of Study
Results of Study: Does Not Meet Warrants
91
Marbella Lakes Dr. at Hermosa Way
Volume Entering Intersection
VEHICULAR DATA - ENTERING INTERSECTION
E:\collier county\2019\MWS\marbella lakes dr at hermosa way\Volume Summation seasonally adj 1000 v each direction 08 Feb 19.xlsx
2/8/2019
Spot Number:
Major Street: Minor Street:
Intersection:
Speed Limit:
Date Performed:Performed By:
Major Major Major Minor Minor Total Total Hourly Volume Hourly Volume Major Street
Actual Future Value Future Value Actual Seasonaly Adj.Seasonal Major Street Minor Street Volume
EB EB Marbella Lakes WB NB NB Hermosa Major Minor >300 >200 Ranking Seasonal Adjustment
00:01 - 01:00 6 0 0 1 1 0 0 1 NO NO 11 1.22
01:00 - 02:00 5 0 0 0 0 0 0 0 NO NO 11
02:00 - 03:00 2 0 0 1 1 0 0 1 NO NO 11
03:00 - 04:00 0 0 0 1 1 0 0 1 NO NO 11
04:00 - 05:00 1 0 0 4 5 0 0 5 NO NO 11
05:00 - 06:00 2 0 0 8 10 0 0 10 NO NO 11
06:00 - 07:00 5 0 0 21 26 0 0 26 NO NO 11
07:00 - 08:00 14 0 0 61 74 0 0 74 NO NO 11
08:00 - 09:00 34 0 0 98 120 0 0 120 NO NO 11
09:00 - 10:00 43 0 0 68 83 0 0 83 NO NO 11
10:00 - 11:00 40 0 0 74 90 0 0 90 NO NO 11
11:00 - 12:00 59 100 100 56 68 0 200 68 NO NO 1
12:00 - 13:00 64 100 100 57 70 0 200 70 NO NO 1
13:00 - 14:00 62 100 100 54 66 0 200 66 NO NO 1
14:00 - 15:00 64 100 100 53 65 0 200 65 NO NO 1
15:00 - 16:00 65 100 100 58 71 0 200 71 NO NO 1
16:00 - 17:00 74 100 100 53 65 0 200 65 NO NO 1
17:00 - 18:00 79 100 100 49 60 0 200 60 NO NO 1
18:00 - 19:00 76 100 100 42 51 0 200 51 NO NO 1
19:00 - 20:00 47 100 100 34 41 0 200 41 NO NO 1
20:00 - 21:00 45 100 100 15 18 0 200 18 NO NO 1
21:00 - 22:00 39 0 0 18 22 0 0 22 NO NO 11
22:00 - 23:00 19 0 0 14 17 0 0 17 NO NO 11
23:00 - 00:00 9 0 0 6 7 0 0 7 NO NO 11
Total 854 1000 1000 846 1032 0 2000 1032
Do Metrics Require a Reduction in Volumes Due to Speed:NO
Major Roadway Total Hours w/ Volumes > 300 / Hour:0 hours met requirements
Minor Roadway Total Hours w/ Volumes > 200 / Hour:0 hours met requirements
Does the Minor Road volume and Major Road volume meet time and quantity contrainsts?NO
Marbella Lakes Dr. at Hermosa Way
30
2/8/2019 kjk
Date Volumes Collected:10/16/2018
Manual of Uniform Traffic Control Devices
Volume Summary
1
Marbella Lakes Dr.Hermosa Way
92
93
This Page Intentionally Left Blank
2012 Design Plans
94
Pine Ridge RdWHIPPOORWILL LNGOLDEN GATE PKWYLIVINGSTON RDAIRPORT PULLING RDSANTA BARBARA BLVDMARBELLA LAKES DRRevisionsPrepared by:GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.Whippoorwill Lane ExtensionCollier County Project No. 60016.3Section 18, Township 49 South, Range 26 EastCCDOT1 COVER SHEET AND INDEX OF DRAWINGS2 GENERAL NOTES AND SUMMARY OF PAY ITEMS3TYPICAL SECTIONS − 14 TYPICAL SECTIONS − 25SUMMARY OF DRAINAGE STRUCTURES6ROADWAY PLAN − 17ROADWAY PLAN − 28ROADWAY PLAN − 39ROADWAY PLAN − 410ROADWAY PLAN − 511 ROADWAY PLAN − 612 PLAN AND PROFILE − 113PLAN AND PROFILE − 214 PLAN AND PROFILE − 315PLAN AND PROFILE − 416ROADWAY SECTIONS − 117 ROADWAY SECTIONS − 218ROADWAY SECTIONS − 319ROADWAY SECTIONS − 420ROADWAY SECTIONS − 521 ROADWAY SECTIONS − 622 ROADWAY SECTIONS − 723ROADWAY SECTIONS − 824 ROADWAY SECTIONS − 925ROADWAY SECTIONS − 1026ROADWAY SECTIONS − 1127 ROADWAY SECTIONS − 1228 ROADWAY SECTIONS − 1329ROADWAY SECTIONS − 1430 ROADWAY SECTIONS − 1531 ROADWAY SECTIONS − 1632 EROSION CONTROL AND DEMOLITION PLAN − 133 EROSION CONTROL AND DEMOLITION PLAN − 234 EROSION CONTROL AND DEMOLITION PLAN − 335 EROSION CONTROL AND DEMOLITION PLAN − 436 EROSION CONTROL AND DEMOLITION PLAN − 537 EROSION CONTROL AND DEMOLITION PLAN − 638SITE, SIGNING AND MARKING PLAN − 139SITE, SIGNING AND MARKING PLAN − 240SITE, SIGNING AND MARKING PLAN − 341SITE, SIGNING AND MARKING PLAN − 442SITE, SIGNING AND MARKING PLAN − 543SITE, SIGNING AND MARKING PLAN − 6LOCATION OF PROJECTCollier CountyLENGTH OF PROJECTBEGIN PROJECTWHIPPOORWILL LANESTA. 0+58.50END FULL ROADWAY CONSTRUCTIONWHIPPOORWILL LANESTA.37+04.00MATCH EXISTINGMILE10BEGIN FULL ROADWAY CONSTRUCTIONWHIPPOORWILL LANESTA. 14+91.50MATCH EXISTINGEND PROJECTWHIPPOORWILL LANESTA. 38+50.00COUNTY PROJECT MANAGER: JULIO ORDONEZ, P.E.95
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.96
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.97
BEGIN PROJECTWHIPPOORWILL LANESTA 0+58.50AVIANO AT NAPLESPB 43 PGS 69-71MARBELLA LAKESPB 46 PGS 77-82GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.050'25'11x17 SCALE: 1" = 50'98
BEGIN FULL ROADWAY CONSTRUCTIONWHIPPOORWILL LANESTA 14+91.50MATCH EX. GRADEAVIANO AT NAPLESPB 43 PGS 69-71MARBELLA LAKESPB 46 PGS 77-82GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.050'25'11x17 SCALE: 1" = 50'99
AVIANO AT NAPLESPB 43 PGS 69-71MARBELLA LAKESPB 46 PGS 77-82GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.050'25'11x17 SCALE: 1" = 50'100
STRATFORD PLACETRACT PCONSERVATION EASEMENPB 40 PGS 15-21AVIANO AT NAPLESPB 43 PGS 69-71MARBELLA LAKESPB 46 PGS 77-82GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.050'25'11x17 SCALE: 1" = 50'101
STRATFORD PLACETRACT PCONSERVATION EASEMENTPB 40 PGS 15-21TRACT C-3COMMON AREA & D.E.PB 43 PG 70AVIANO AT NAPLESPB 43 PGS 69-71TRACT "P-4"PRESERVE & C.E.PB 43 PG 70ANDALUCIATRACT P-3PRESERVE AREA, C.E. & F.E.PB 43 PGS 93-97PRSTRATFORD PLACETRACT JDRAINAGE EASEMENTPB 40 PGS 15-21GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.050'25'11x17 SCALE: 1" = 50'102
END PROJECTWHIPPOORWILL LANESTA 38+50.00& F.E.ANDALUCIATRACT P-3PRESERVE AREA, C.E. & F.E.PB 43 PGS 93-97GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCERT. OF AUTH. EB 0005151 CERT. OF AUTH. LB 0005151BUSINESS LC 26000266Bonita Springs 239.947.1144Fort Myers 239.690.4380www.GradyMinor.com Q. Grady Minor and Associates, P.A.050'25'11x17 SCALE: 1" = 50'103
PowerPoint Presentations
104
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Marbella Lakes
Homeowners Association Meeting
January 10, 2019
105
Presentation Agenda
1 Purpose/Overview2Identified Issues3Potential Countermeasures4Concept Plan5Questions & Feedback
106
Purpose/Overview
In 2012, Collier County
approved construction plans for
a conventional 2-lane roadway
design to connect Whippoorwill
Lane to Marbella Lakes Drive.
1
107
Purpose/Overview
In 2014, the Collier County
Board of County Commissioners
(BCC), after hearing from the
public, decided to not move
the project forward at that time.
1
108
Purpose/Overview
In 2018, the BCC approved the
programming of funds for the
project in FY2020 of the Capital
Improvement Element (CIE).
1
109
Purpose/Overview
Collier County Leadership
directed the Transportation
Planning Staff to develop a
Concept Plan to connect
Whippoorwill Lane to Marbella
Lakes Drive as an alternative to
the “Conventional Design”.
1
110
Purpose/Overview (cont.)
The Concept Plan needs to
address major issues/concerns
and is to be vetted with
HOA/Stakeholders prior to
being presented to the BCC.
1
111
Purpose/Overview (cont.)
Our Approach:
•Preliminary meetings with
HOA/Stakeholder Leadership
to identify issues/concerns and
potential countermeasures
and solutions (Aug.-Oct. 2018)
1
112
Purpose/Overview (cont.)
Our Approach:
•Consider the issues and
suggestions, and develop a
Concept Plan to address as
many of the issues as practical
(Nov.-Dec. 2018)
1
113
Purpose/Overview (cont.)
Our Approach:
•Present the original
Conventional Design and the
Concept Plan to the
HOAs/Stakeholders for
feedback (Jan. 2019)
•Consider the HOA/Stakeholder
feedback
1
114
Purpose/Overview (cont.)
Our Approach:
•Prepare a final Concept Plan
and documentation (Feb.
2019)
•Present the Conventional
Design and the Concept Plan
to the BCC (Mar. 2019)
1
115
Purpose/Overview (cont.)
Participants will be polled as to
their support for, or opposition to:
1)The project as a whole
2)The Conventional Design
or the Concept Plan
3)Some Options
1
116
Purpose/Overview (cont.)
Participation in this process in
no way precludes you from
taking a position at any future
public meeting(s) on whether
the County should move
forward with this project.
1
117
Purpose/Overview (cont.)
At a March BCC meeting, both
the original Conventional
Design and the final Concept
Plan will be presented to the
BCC for their consideration.
1
118
Purpose/Overview (cont.)
After hearing from the public,
the BCC will decide whether to
move forward with the original
Conventional Design or the
Concept Plan, or not proceed
with the project and remove it
from the work program.
1
119
Purpose/Overview (cont.)
If the BCC decides to move
forward with the project, any
necessary adjustments to the
current FY2020 funding would
be made based on the final
approved design.
1
120
Approved 2012 Design
The approved design for the
interconnection:
•2 Lanes @11’ travel lanes
•3’ paved shoulders on Marbella
Lakes Drive
•Sidewalks
•40mph design speed (20 for curve)
•30mph posted speed (15 for curve)
2
121
Approved 2012 Design
122
Approved 2012 Design
123
Approved 2012 Design
124
Approved 2012 Design
125
Approved 2012 Design
126
Approved 2012 Design
127
Approved 2012 Design
128
Approved 2012 Design
129
Identified Issues
Increased Traffic
Safety - Vehicles
Safety - Bicyclists
Safety - Pedestrians
Safety -School Bus Stop
Speeding
3
130
Identified Issues (cont.)
Trucks (including Delivery)
Noise
School Bus Operations
Capital Cost of the Project
Property Value Decrease Due to
Increased Noise
3
131
Identified Issues (cont.)
Nissan Test Drive (Increased
Activity)
Loss of Green Space, Animal
Habitat & Buffers
Maintenance of Kensington
Drainage Canal
3
132
Countermeasures 4
Safety
•Operations
•Speeding
Traffic Calming
Pedestrians & Bicyclists
133
Safety -Operations
Traffic Signal at Livingston Road
Truck Restrictions/Weight
Restrictions
Extend/Add Turn Lanes at HOA
Entrances
Improved School Bus Stops
4
134
Safety -Speeding
Narrow Travel Lanes to 10’ Wide
in 2-lane Un-Divided Segments
Convert Striped Areas at Turn
Lanes to Raised Medians to
Reduce Travel Lanes to 11’ Wide
Consider Reducing Posted
Speed Limit
4
135
Traffic Calming
Roundabouts (Full and/or Mini-)
Splitter Island in 2-Lane Undivided
Segments
Speed Humps
Rumble Strips
Raised Intersections/Speed Tables
Chicanes
4
136
Pedestrians/Cyclists
Marked (w/Refuge) Crosswalks
Pedestrian Access Over Canal
Wider Sidewalk on Marbella
Lakes Drive
Wider Sidewalks on Whippoorwill
Lane
Bike Lanes/Paved Shoulders
4
137
Other Amenities
Landscaping Medians,
Roundabouts
Street Lighting Where Needed
Shift Alignment to Increase
Vegetative Buffer Area
Noise Walls
4
138
Issues/Countermeasures Matrix
139
Issues/Countermeasures Matrix
140
Issues/Countermeasures Matrix
141
Issues/Countermeasures Matrix
142
Countermeasure Implementation
143
Concept Plan
Marbella Lakes Drive
5
N
Livingston RoadMarbella Lakes Drive
Hermosa Way
144
Concept Plan
Marbella Lakes Drive
5
Livingston RoadMarbella Lakes Drive
10 Foot Wide
Travel Lanes
w/No Median
10 Foot Wide
Median Shown
w/Enhanced
Landscaping
N
145
Concept Plan
Marbella Lakes Drive
5
Hermosa Way
Dedicated Right
Turn Lane
New Roadway
Alignment
Shifted to North
Pedestrian
Connection
10 Foot Wide
Travel Lanes
w/No Median
Roundabout &
Approaches
w/Lighting Shown
w/Enhanced
Landscaping
N
Raised Median
Shown
w/Optional
Enhanced
Landscaping
146
Concept Plan
Marbella Lakes Drive
5
N
147
Concept Plan
Marbella Lakes Drive
5
No Sidewalk on
South Side
Roundabout
w/Lighting
Shown
w/Enhanced
Landscaping
Splitter Island
10 Foot Wide
Travel Lanes
w/No Median
N
Whippoorwill Lane
Raised Median
Shown
w/Enhanced
Landscaping
148
Concept Plan
Whippoorwill Lane
5
Stratford Lane
N
Marbella Lakes
Drive
149
Concept Plan
Whippoorwill Lane
5
Splitter Island No Sidewalk on
South Side
Roundabout
w/Lighting
Shown
w/Optional
Enhanced
Landscaping
Stratford Lane
Crosswalk
Interconnection
10 Foot Wide
Travel Lanes
w/No Median
New SidewalkN
150
Concept Plan
Whippoorwill Lane
5
Mariposa Circle
N
Stratford Lane
151
Concept Plan
Whippoorwill Lane
5
11 Foot Wide
Travel Lanes
Next to Medians
Mariposa Circle
Raised Medians
to Reduce Width
of Travel Lanes
to 11 Feet
Raised Medians
to Reduce Width
of Travel Lanes
to 11 Feet
N
Shown
w/Optional
Enhanced
Landscaping 152
Concept Plan
Whippoorwill Lane
5
Andalucia Way
Night Hawk Drive
N
Mariposa Circle
153
Concept Plan
Whippoorwill Lane
5
Andalucia Way
Night Hawk
Drive Roundabout
w/Lighting
Shown
w/Optional
Enhanced
Landscaping
Existing Lane
Widths
Maintained
N
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet
Optional
Enhanced
Landscaping
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet
154
Concept Plan
Whippoorwill Lane
5
Reserve Way
Avow Hospice
N
Andalucia Way
Night Hawk Drive
155
Concept Plan
Whippoorwill Lane
5
Reserve WayShown
w/Optional
Enhanced
Landscaping
Existing Lane
Widths
Maintained
Avow Hospice
N
Existing Lane
Widths
Maintained
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet 156
Concept Plan
Whippoorwill Lane
5
Shown
w/Optional
Enhanced
Landscaping
Existing Lane
Widths
Maintained
N
Seagate Baptist Church
Naples Nissan
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet
157
Concept Plan
Options -Landscaping
Capital Costs –by County
Maintenance Costs:
Minimal/Grass/Non-Irrigated –
by County
Trees/Shrubs/Grass/Irrigation –
by MSBU
5
158
Questions & Feedback6
159
Q1 -What Roadway Do You Use to
Access Your Home or Place of
Work?
A.Whippoorwill Lane
B.Dudley Drive
C.Marbella Lakes Drive
160
Q2 -Are You in Favor of Connecting
Whippoorwill Ln. to Marbella Lakes
Dr.?
A.Yes
B.No
C.No Opinion
161
Q3 -Do You Prefer the Concept Plan as
Shown or the Original Conventional
Design?
A.New Concept
Plan
B.Conventional
Design
C.No Opinion
162
Q4 -Optional Landscaping -Support for
On-Going Maintenance of Roadway
Landscaping?
A.Minimal by County
B.Enhanced by MSBU
163
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Mariposa
Homeowners Association Meeting
January 15, 2019
164
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Gusta Bella Vita
Homeowners Association Meeting
January 16, 2019
165
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Coventry at Stratford
Homeowners Association Meeting
January 17, 2019
166
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Whippoorwill Lane Area Businesses
Homeowners Association Meeting
January 22, 2019
167
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Andalucia
Homeowners Association Meeting
January 23, 2019
168
Collier County Capital Project Planning, Impact
Fees & Program Management Division
Whippoorwill Lane
Marbella Lakes Drive
Interconnection Study
Aviano
Homeowners Association Meeting
January 24, 2019
169
Presentation Agenda
1 Purpose/Overview2Approved 2012 Design3Identified Issues 4 Concept Plan5Interactive Polling
170
Purpose/Overview1
Subject of Numerous Developer
Commitments/Contributions
Establishes Interconnectivity
Provides 2nd Means of Access
Better Routing for 1st Responders
Traffic Signal at Livingston Rd.
Reduced Delays, Reduces
Emissions 171
Purpose/Overview1
2012 -Design Completed
2014 -BCC Deferred
Construction
2018 -BCC Programmed Funds
for Construction in 2020
2019 – BCC to Consider Moving
Forward with the Project
172
Purpose/Overview
Develop a Concept Plan as an
alternative to the “Conventional
Design” that:
•Addresses Neighborhood
Concerns
•Is Vetted with HOA/Stakeholders
1
173
Purpose/Overview (cont.)
Our Approach:
1
Aug Sept Oct Nov Dec Jan Feb Mar
Preliminary Meeting
w/Stakeholder
Develop Concept
Plan
Final
Concept
Plan
BCC
Hearing
Stakeholder
Meetings
174
Purpose/Overview (cont.)
Participants will be polled as to their
support for, or opposition to:
1)The Project as a Whole
2)The Conventional Design or
the Concept Plan
3)Some Options
1
175
Purpose/Overview (cont.)
Participation in this process in no
way precludes you from taking a
position at any future public
meeting(s) on whether the County
should move forward with this
project.
1
176
Purpose/Overview (cont.)
BCC Meeting (March)
Original Conventional Design
Final Concept Plan
The Public Input We Gather at
these Meetings
1
177
Purpose/Overview (cont.)
Following public input, the BCC will
decide:
Move forward with:
The Original Conventional
Design, or
The Concept Plan, or
Not Proceed with the Project
1
178
Approved 2012 Design2
179
Approved 2012 Design
The approved design for the
interconnection:
•Two 11’ Wide Travel Lanes
•3’ Paved Shoulders on Marbella Lakes Dr.
•Sidewalks
•40mph Design Speed (20 for curve)
•30mph Posted Speed (15 for curve)
•No Improvements to Whippoorwill Ln.
2
180
Identified Issues
Issues we identified in consultation
with HOA Leadership
Traffic Issues
Safety
Green Space
3
181
Concept Plan4
Marbella Lakes Drive
Whippoorwill Lane
182
Concept Plan
Marbella Lakes Drive
4
N
Livingston RoadMarbella Lakes Drive
Hermosa Way
183
Concept Plan
Marbella Lakes Drive
4
Livingston RoadMarbella Lakes Drive
10 Foot Wide Median
Shown w/Optional
Enhanced
Landscaping
Traffic Signal at
Livingston Road
N
10 Foot Wide Travel
Lanes
184
Concept Plan
Marbella Lakes Drive
4
Hermosa Way New Roadway
Alignment
Shifted to North
Pedestrian
Connection
10 Foot Wide
Travel Lanes
w/No Median
Roundabout &
Approaches
w/Lighting Shown
w/Optional Enhanced
Landscaping
N
Raised Median
Shown
w/Optional
Enhanced
Landscaping
185
Concept Plan
Marbella Lakes Drive
4
N
Marbella Lakes Drive
186
Concept Plan
Marbella Lakes Drive
4
No Sidewalk on
South Side
Roundabout
w/Lighting Shown
w/Optional
Enhanced
Landscaping
Splitter Island
10 Foot Wide
Travel Lanes
w/No Median
N
Whippoorwill Lane
Raised Median
Shown w/Optional
Enhanced
Landscaping
187
Concept Plan
Whippoorwill Lane
4
Stratford Lane
N
Marbella Lakes
Drive
Whippoorwill Lane
188
Concept Plan
Whippoorwill Lane
4
Splitter Island No Sidewalk on
East Side
Roundabout
w/Lighting
Shown
w/Optional
Enhanced
Landscaping
Stratford Lane
Crosswalk
Interconnection
10 Foot Wide
Travel Lanes
w/No Median
New SidewalkN
189
Concept Plan
Whippoorwill Lane
4
Mariposa Circle
N
Stratford Lane
Whippoorwill Lane
190
Concept Plan
Whippoorwill Lane
4
11 Foot Wide
Travel Lanes
Next to Medians
Mariposa Circle
Raised Medians
to Reduce Width
of Travel Lanes
to 11 Feet
Raised Medians
to Reduce Width
of Travel Lanes
to 11 Feet
N
Shown
w/Optional
Enhanced
Landscaping 191
Concept Plan
Whippoorwill Lane
4
Andalucia Way
Night Hawk Drive
N
Mariposa Circle
Whippoorwill Lane
192
Concept Plan
Whippoorwill Lane
4
Andalucia Way
Night Hawk
Drive Roundabout
w/Lighting
Shown
w/Optional
Enhanced
Landscaping
Existing Lane
Widths
Maintained
N
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet
Optional
Enhanced
Landscaping
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet
193
Concept Plan
Whippoorwill Lane
4
Reserve Way
Avow Hospice
N
Andalucia Way
Night Hawk Drive
Whippoorwill Lane
194
Concept Plan
Whippoorwill Lane
4
Reserve WayShown
w/Optional
Enhanced
Landscaping
Existing Lane
Widths
Maintained
Avow Hospice
N
Existing Lane
Widths
Maintained
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet 195
Concept Plan
Whippoorwill Lane
4
Shown
w/Optional
Enhanced
Landscaping
Existing Lane
Widths
Maintained
N
Seagate Baptist Church
Naples Nissan
Raised Median
to Reduce Width
of Travel Lanes to
11 Feet
196
Concept Plan
Options -Landscaping
Capital Costs –by County
Maintenance Costs:
Minimal/Grass/Non-Irrigated –
by County
Trees/Shrubs/Grass/Irrigation –
by MSBU
4
197
Interactive Polling –Get
Your Clickers Ready!
4
198
Q1 -What Roadway Do You Use to
Access Your Home or Place of
Work?
A.Whippoorwill Lane
B.Dudley Drive
C.Marbella Lakes Drive
199
Q2 -Are You in Favor of Connecting
Whippoorwill Ln. to Marbella Lakes
Dr.?
A.Yes
B.No
C.No Opinion
200
Q3 -Do You Prefer the Concept Plan as
Shown or the Original Conventional
Design?
A.New Concept
Plan
B.Conventional
Design
C.No Opinion
201
Q4 -Optional Landscaping -Support for
On-Going Maintenance of Roadway
Landscaping?
A.Minimal by County
B.Enhanced by MSBU
202
Next Steps
Public Outreach to adjacent
HOAs and Businesses along
Whippoorwill Lane
Anticipate presentation to the
BCC in March 2019
203
Thank You
Please Fill Out a Comment Form
Please Return All Clickers!
204
Approved 2012 Design
205
Approved 2012 Design
206
Approved 2012 Design
207
Approved 2012 Design
208
Approved 2012 Design
209
Approved 2012 Design
210
Approved 2012 Design
211
Approved 2012 Design
212
Identified Issues
Increased Traffic
Safety - Vehicles
Safety - Bicyclists
Safety - Pedestrians
Safety -School Bus Stop
Speeding
3
213
Identified Issues (cont.)
Trucks (including Delivery)
Noise
School Bus Operations
Capital Cost of the Project
Property Value Decrease Due to
Increased Noise
3
214
Identified Issues (cont.)
Nissan Test Drive (Increased
Activity)
Loss of Green Space, Animal
Habitat & Buffers
Maintenance of Kensington
Drainage Canal
3
215
Countermeasures Considered 4
Safety
•Operations
•Speeding
Traffic Calming
Pedestrians & Bicyclists
Other Amenities
216
Safety -Operations
Traffic Signal at Livingston Road
Truck Restrictions/Weight
Restrictions
Extend/Add Turn Lanes at HOA
Entrances
Improved School Bus Stops
4
217
Safety -Speeding
Narrow Travel Lanes to 10’ Wide
in 2-Lane Un-Divided Segments
Convert Striped Areas at Turn
Lanes to Raised Medians to
Reduce Travel Lanes to 11’ Wide
Consider Reducing Posted
Speed Limit
4
218
Traffic Calming
Roundabouts (Full and/or Mini-)
Splitter Island in 2-Lane Undivided
Segments
Speed Humps
Rumble Strips
Raised Intersections/Speed Tables
Chicanes
4
219
Pedestrians/Cyclists
Marked Crosswalks (w/Refuge)
Pedestrian Access Over Canal
Wider Sidewalk on Marbella
Lakes Drive
Wider Sidewalks on Whippoorwill
Lane
Bike Lanes/Paved Shoulders
4
220
Other Amenities
Landscaping Medians,
Roundabouts
Street Lighting Where Needed
Shift Alignment to Increase
Vegetative Buffer Area
Noise Walls
4
221
Sign-In Sheets
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
Comments
244
From:LantzLorraine
To:Perry, Jeff
Subject:FW: TP 7398 / Effect Of Whippoorwill Cut-through On Pine Ridge Rd Intersection
Date:Thursday, March 14, 2019 11:16:48 AM
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: ScavoneMichelle
Sent: Monday, March 4, 2019 11:13 AM
To: MarcellaJeanne <Jeanne.Marcella@colliercountyfl.gov>; CohenThaddeus
<Thaddeus.Cohen@colliercountyfl.gov>
Cc: AhmadJay <Jay.Ahmad@colliercountyfl.gov>; LantzLorraine
<Lorraine.Lantz@colliercountyfl.gov>; ScottTrinity <Trinity.Scott@colliercountyfl.gov>
Subject: TP 7398 / Effect Of Whippoorwill Cut-through On Pine Ridge Rd Intersection
Please see the email below, which was sent on 3/1/19:
From: LantzLorraine
Sent: Friday, March 1, 2019 1:45 PM
To: asweet616@comcast.net
Subject: RE: TP 7398 / Effect Of Whippoorwill Cut-through On Pine Ridge Rd Intersection
Ms. Kessler,
Yes, we conducted analysis utilizing the Collier Metropolitan Planning Organization’s transportation model
to complete traffic projections with the interconnection. We were remiss when we posted the original
Pine Ridge Road Congestion Study analysis by not posting the specific technical analysis appendices. We
have added those appendices to our website. Therefore, you can find the specific analysis in the link
below:
245
https://www.colliercountyfl.gov/your-government/divisions-a-e/capital-project-planning-impact-fees-and-
program-management/transportation-planning-section/planning-studies/pine-ridge-
I trust that this provides the information that you are looking for.
Please note, my email address is Lorraine.Lantz@colliercounty.FL.gov I believe you may have my address
incorrect as I am not receiving the comments directly from you, but rather as forwards from other staff
members.
Respectfully,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Sincerely,
Michelle Scavone
Operations Coordinator & Collier 311 GMD Admin
Community and Media Relations
Growth Management Department
From: Amy Kessler <asweet616@comcast.net>
Sent: Friday, March 1, 2019 1:01 PM
To: Lorraine.Lanz@colliercountyfl.gov
Cc: AhmadJay <Jay.Ahmad@colliercountyfl.gov>; CohenThaddeus
<Thaddeus.Cohen@colliercountyfl.gov>; MarcellaJeanne <Jeanne.Marcella@colliercountyfl.gov>;
ScottTrinity <Trinity.Scott@colliercountyfl.gov>
Subject: Re: TP 7398 / Effect Of Whippoorwill Cut-through On Pine Ridge Rd Intersection
Ms. Lanz,
Have not heard back from you on this. Please respond.
Thank you,
Amy & James Kessler
Sent from my iPad
On Feb 22, 2019, at 3:26 PM, Amy Kessler <asweet616@comcast.net> wrote:
Ms. Lanz,
Thank you for this information. This has not addressed my basic concern
that, based on your most recent research, that if the cut-through is not
done in conjunction with improvements at PINE RIDGE & WHIPPOORWILL,
it will create major issues AT PINE RIDGE & WHIPPOORWILL.
246
Below is taken from your response:
“Our analysis of the interconnection indicates a reduction of traffic at the north
end of Whippoorwill Lane due to the resident’s use of what will be a new southern
ingress/egress from the area. Therefore the interconnection does not exacerbate
the conditions at Dudley Drive.”
Is there analysis reports on this that also speaks about the traffic that will be created by
Marbella Lakes residents and those on Livingston who become aware of the cut
through to utilize going north on Whippoorwill to more quickly get to I-75. You only
address those on Whippoorwill who can go south but not the many who would now be
able to go north. Also it becomes a short-cut for those people to use the always busy
gas station on that corner. You’re traffic comes from BOTH ends.
Thank you in advance for your response.
Amy & James Kessler
Sent from my iPad
On Feb 22, 2019, at 2:17 PM, <Michelle.Scavone@colliercountyfl.gov> wrote:
Ms. Kessler,
Thank you for your comments regarding the potential interconnection
between Whippoorwill Lane and Marbella Lakes Drive.
The Pine Ridge Road Corridor Congestion Study you referenced,
examined deficiencies in the corridor and identified potential
improvements to the study area. On March 27, 2018 the Board of
County Commissioners voted to:
1. Accept the Pine Ridge Road Corridor Congestion Study
2. Pursue a partial-Continuous Flow Intersection (CFI) at Pine
Ridge Road and Livingston Road
3. Continue discussions with the Florida Department of
Transportation (FDOT) regarding innovative intersection
improvements, e.g., the Restricted Crossing U-turn (RCUT)
intersection of Pine Ridge Road and Whippoorwill Lane, and a
Diverging Diamond Interchange (DDI) at the Pine Ridge Road/I-
75 Interchange.
The County is currently pursuing the design for the CFI at Pine Ridge
Road and Livingston Road. It is important to note that because, the
Whippoorwill Lane intersection is in close proximity and partially
included in the I-75 Limited Access Right-of-Way Limits, the study could
only recommend that the County pursue an Interchange Modification
Report (IMR) with FDOT for innovative intersection concepts such as
the DDI and RCUT portion of the corridor. Any additional
247
improvements or modifications to the Whippoorwill Lane intersection
will require additional analysis by FDOT. And in fact, in the latest draft
tentative work program released by FDOT, they will begin the
Interchange Modification Report necessary to allow for construction of
improvements at the interchange as well as the Whippoorwill
intersection. We hope that those improvements will be completed
concurrently with the CFI at Pine Ridge Road and Livingston Road.
Yes, although technically two separate and distinct projects, while
evaluating the conventional and innovative improvements with the
Pine Ridge Road Corridor Congestion Study, the impacts of the
potential interconnection on future traffic volumes within the study
area were studied. Please see the Pine Ridge Corridor Congestion
Study Executive Summary and Technical Memorandum.
https://www.colliercountyfl.gov/your-government/divisions-a-e/capital-
project-planning-impact-fees-and-program-management/transportation-
planning-section/planning-studies/pine-ridge-
No, the interconnection study area limits begin south of the
Whippoorwill Lane and Dudley Drive intersection. The operational
condition/issues with the Whippoorwill Lane and Dudley Drive
intersection have been recognized and due to the proximity to the Pine
Ridge Road/Whippoorwill intersection will be addressed as part of the
larger Pine Ridge Road and Whippoorwill Lane improvements in the
future. Our analysis of the interconnection indicates a reduction of
traffic at the north end of Whippoorwill Lane due to the resident’s use
of what will be a new southern ingress/egress from the area. Therefore
the interconnection does not exacerbate the conditions at Dudley
Drive.
The Whippoorwill Lane and Marbella Lakes Drive interconnection has
been considered for over 15 years and has been the subject of
numerous studies, agreements, developer commitments, and hearings.
The most recent process in 2013 included the Board of County
Commissioners consideration of a 2012 design to interconnect
Whippoorwill Lane and Marbella Lakes Drive. After hearing from the
public, the Board decided to not move the project forward at that time.
As part of the annual Capital Improvement Element (CIE)/budgeting
process in 2018, the Board allocated funds to fiscal year 2020 in the
Schedule of Capital Improvements to construct the interconnection.
County leadership directed staff to develop a design concept to
interconnect the two roadways that would include enhancements to
mitigate the impacts to neighbors, to thoroughly vet the concept with
area stakeholders, and to return to the Board with recommendations.
248
The most significant difference between the 2012 design and the 2018
Concept Plan is the proposed Concept Plan implements improvements
along Whippoorwill Lane north to immediately south of Kraft Road. The
2012 design did not include any “traffic management” benefits and
stopped immediately north of Stratford Lane, leaving the remaining
portion of Whippoorwill Lane as it exists today.
The Concept Plan features a context sensitive design to achieve the
objectives of reducing the speeds of vehicles using this interconnection.
Thank you for your comments. If you have any additional questions,
please feel free to contact Ms. Lantz at 239-252-5779.
On behalf of Lorraine M. Lantz, AICP / Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program
Management
Michelle Scavone, Operations Coordinator & Collier 311 GMD Admin
From: Amy Kessler <asweet616@comcast.net>
Sent: Wednesday, February 20, 2019 5:55 PM
To: ScavoneMichelle <Michelle.Scavone@colliercountyfl.gov>
Cc: AhmadJay <Jay.Ahmad@colliercountyfl.gov>; CohenThaddeus
<Thaddeus.Cohen@colliercountyfl.gov>; MarcellaJeanne
<Jeanne.Marcella@colliercountyfl.gov>; ScottTrinity
<Trinity.Scott@colliercountyfl.gov>
Subject: Re: TP 7398 / Effect Of Whippoorwill Cut-through On Pine Ridge
Rd Intersection
Thank you.
On February 20, 2019 at 4:32 PM ScavoneMichelle
<Michelle.Scavone@colliercountyfl.gov> wrote:
Ms. Kessler,
We are in receipt of your inquiry. It has been forwarded to
the appropriate staff for a response by close of business day
on 2/26/19 or sooner if possible.
Sincerely,
Michelle Scavone
249
Operations Coordinator & Collier 311 GMD Admin
Community and Media Relations
Growth Management Department
From: Amy Kessler <asweet616@comcast.net>
Date: February 17, 2019 at 3:48:17 PM EST
To: JayAhmad@colliergov.net
Cc: <ThaddeusCohen@colliergov.net>
Subject: Effect Of Whippoorwill Cut-through
On Pine Ridge Rd Intersection
Reply-To: Amy Kessler
<asweet616@comcast.net>
Dear Mr. Ahmad:
A great amount of research has been
made on the Pine Ridge congestion
study (link below) that includes the
intersection of Whippoorwill Lane and
Pine Ridge Road. Now your department
has for some reason taken steps to
focus only on the Whippoorwill Lane cut-
through to Marbella Lakes Drive before
there are any plans for anyone (you or
the state of Florida) to address the
Whippoorwill/Pine Ridge Road
intersection issues.
Have you done any research or
predictions on how the cut through with
it's additional traffic accessing this
intersection, will affect the delays and
back-ups already the worst of all the
Pine Ridge Road intersections? Do you
have any research on these back-ups
blocking the already very challenging,
poorly constructed (and in constant
disrepair) intersection of Dudley Drive
and Whippoorwill Lane?
With the proposed cut-through, many
250
will use the proposed road to expedite
access to I-75 by going up Whippoorwill
and making a right at the
Whippoorwill/Pine Ridge Road
intersection. Without implementing
anything new at this troubled
intersection, current problems will
multiply. We have many concerns
about the safety issues being created
by hurriedly creating the cut-through
without addressing the major issues
at the very dangerous intersection of
Whippoorwill and Pine Ridge Road.
We'd greatly appreciate a timely
response as the cut-through plan has
been put on a fast track by your
department.
Sincerely,
Amy & James Kessler
1455 Tiffany Lane #101
Naples, FL 34105
239-659-0198
asweet616@comcast.net
https://www.colliercountyfl.gov/home/showdocument?
id=79588Table 1: Future 2040 Traffic –
“Do Nothing” Alternative
Under Florida Law, e-mail addresses are public records. If you
do not want your e-mail address released in response to a
public records request, do not send electronic mail to this entity.
Instead, contact this office by telephone or in writing.
251
From:LantzLorraine
To:Perry, Jeff
Subject:FW: Whippoorwill Lane Extension proposal
Date:Thursday, March 14, 2019 10:41:07 AM
Jeff,
Please add these comments and responses to the documentation.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: LantzLorraine
Sent: Thursday, March 14, 2019 10:40 AM
To: 'Ken F' <irishkjf@gmail.com>
Subject: RE: Whippoorwill Lane Extension proposal
Mr. Fullam,
You are welcome. Please let me know if you have any additional questions.
Respectfully,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
252
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Ken F <irishkjf@gmail.com>
Sent: Thursday, March 14, 2019 10:35 AM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Re: Whippoorwill Lane Extension proposal
Lorraine,
Thank you very much for your quick response. Your answer is exactly what I was looking for. I knew I
asked the right person!
The Concept Plan's placement of the road on the northern end of County property and the existing
vegetation is ESSENTIAL in protecting the Marbella Lakes homes along the east portion of the
roadway! Thank you for that! Hopefully, the design phase will address the remaining issue of
favorable elevation.
Thanks again for all your help. Have a great weekend.
Sincerely,
Ken
On Thu, Mar 14, 2019, 10:15 LantzLorraine <Lorraine.Lantz@colliercountyfl.gov> wrote:
Mr. Fullam,
Thank you for your comments. The potential interconnection concept design as presented does
not include an elevation plan. If the project moves forward, the design phase would include that.
The Concept Plan attempted to place the road on the north side of the county owned property
(east of the Marbella entrance) and maintain as much of the native vegetation south of the
interconnection as possible. As a suggestion regarding the privacy wall and buffer, unless there is
something in your development’s PUD documents that regulates the wall height or landscaping,
the HOA could consider increasing the height of their existing privacy wall or adding more
vegetation to their side of the right-of-way line next to the existing wall.
Respectfully,
253
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Ken F <irishkjf@gmail.com>
Sent: Tuesday, March 12, 2019 6:01 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whippoorwill Lane Extension proposal
Hi Lorraine,
Hope all is well with you. I've been looking over the proposed (revised) plans for the Whippoorwill
Extension project. I also took another walk to look at levels of elevation at various parts of the
Marbella Lakes development that would be affected by the road extension.
In a previous meeting, I believe it was Jeff who indicated that my suggestion for a much larger wall
buffering the backs of the affected houses (similar to the wall type buffering Wydemere on
Livingston Road) would not qualify as a necessity due to less than required traffic volume and
would not be considered.
However, although the buffer zone is generous for homes east of the entrance to Marbella Lakes,
the elevation would create vulnerability to being able to see INSIDE the homes from the vantage
point of the new section of roadway! This would render backyard use of the homes nearly useless
for privacy, which is not the case currently for the homes west of the entrance.
Do the elevation plans call for the road to be lower in elevation than the yards of the affected
houses? Or, has that not been determined? Also, would plans include clearing the entirety of the
"preserve" area adjacent to the walls of Marbella Lakes?
I would appreciate any suggestions you have to address this issue in the event that the project
goes forward.
Thank you for your help and all you have done thus far.
254
Respectfully,
Ken Fullam
IrishKJF@gmail.com
(909)917-7059
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address
released in response to a public records request, do not send electronic mail to this entity. Instead,
contact this office by telephone or in writing.
255
From:LantzLorraine
To:Perry, Jeff
Subject:FW: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Date:Thursday, March 14, 2019 11:16:28 AM
Comments and correspondence.
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: LantzLorraine
Sent: Wednesday, March 6, 2019 8:25 AM
To: Christy Daggett <christy.daggett@gmail.com>
Subject: RE: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Ms. Daggett,
You are a resident of Board of County Commission District 4 – represented by
Commissioner Penny Taylor. Her contact information is:
Penny.Taylor@CollierCountyFL.Gov
Commissioner Taylor’s executive aide is Sherry Greco. If you would like to
contact Commissioner Taylor or have a meeting with her to discuss the project,
I suggest contacting Sherry at 239-252-8604 or
sherry.greco@colliercountyfl.gov
Thank you,
Lorraine
256
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Christy Daggett <christy.daggett@gmail.com>
Sent: Friday, March 1, 2019 5:39 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Re: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Thanks for the update Lorraine. I was wondering who our commissioner is and if I could get a
meeting with him...or her. I will probably not go to the vote because I went the last time with some
of our neighbors and the Marbella Lakes people were so belligerent that none of us were willing to
speak up against them. I am assuming it will probably be just as bad if not worse this time.
Christy Daggett
Sent from my iPhone
On Mar 1, 2019, at 4:44 PM, LantzLorraine <Lorraine.Lantz@colliercountyfl.gov> wrote:
You are receiving this project update because of your interest in the Whippoorwill Lane
and Marbella Lakes Drive Interconnection Study.
Currently, the Board of County Commissioners (BCC) is tentatively scheduled to hear
this item on Tuesday, April 9, 2019. The BCC agendas are typically finalized one week
prior to the meeting date, therefore I expect to receive confirmation of the agenda and
item number during the first week of April. When I receive notice of the finalized
agenda and the item number, I will distribute it. You may also review the upcoming
BCC Meeting Agendas once they are posted at:
http://colliercountyfl.iqm2.com/Citizens/default.aspx
257
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail
address released in response to a public records request, do not send electronic mail to this
entity. Instead, contact this office by telephone or in writing.
258
From:LantzLorraine
To:Perry, Jeff
Subject:FW: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Date:Thursday, March 14, 2019 11:15:11 AM
Additional inquiries and correspondence.
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Pam Howard <pamh@directorschoicellc.com>
Sent: Wednesday, March 6, 2019 9:53 AM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: RE: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Thank you,
Pam Howard, CAM, CMCA
Directors Choice, LLC
3784 Progress Avenue #107
Naples, FL 34104
P:239-877-7457
F:239-791-1076
From: LantzLorraine [mailto:Lorraine.Lantz@colliercountyfl.gov]
Sent: Wednesday, March 06, 2019 8:30 AM
To: Pam Howard
Subject: RE: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Hi Pam,
Yes, staff’s recommendation will be to pursue the interconnection of Whippoorwill Lane and
Marbella Lakes Drive using the Conceptual Plan as a start for the Design Phase.
259
Thanks,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Pam Howard <pamh@directorschoicellc.com>
Sent: Sunday, March 3, 2019 12:56 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: RE: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
Will your department be recommending that this project will move forward?
Pam Howard, CAM, CMCA
Directors Choice, LLC
3784 Progress Avenue #107
Naples, FL 34104
P:239-877-7457
F:239-791-1076
From: LantzLorraine [mailto:Lorraine.Lantz@colliercountyfl.gov]
Sent: Friday, March 01, 2019 4:44 PM
Subject: Whippoorwill Lane/Marbella Lakes Drive Interconnection Update
You are receiving this project update because of your interest in the Whippoorwill Lane and
Marbella Lakes Drive Interconnection Study.
Currently, the Board of County Commissioners (BCC) is tentatively scheduled to hear this item on
Tuesday, April 9, 2019. The BCC agendas are typically finalized one week prior to the meeting date,
therefore I expect to receive confirmation of the agenda and item number during the first week of
April. When I receive notice of the finalized agenda and the item number, I will distribute it. You
260
may also review the upcoming BCC Meeting Agendas once they are posted at:
http://colliercountyfl.iqm2.com/Citizens/default.aspx
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released
in response to a public records request, do not send electronic mail to this entity. Instead, contact this
office by telephone or in writing.
261
Meeting Notes for 1/22/19
Coordination Phone Call to discuss Potential Interconnection of
Whippoorwill Lane and Marbella Lakes Drive
Participants:
•Ann Henderson, Routing Manger
•Lorraine Lantz
Project and Discussion Items:
I previously sent the potential interconnection of Whippoorwill Lane and Marbella Lakes Drive
presentation handouts to David Ogilvie, Transportation Director for Collier County Public
Schools. Mr. Ogilvie was not in when I called, and I was forwarded to Ms. Henderson. Ms.
Henderson stated that she had received the potential interconnection materials and had reviewed
them for the Transportation Office
Our discussion focused on the current conditions and the addition of the roundabouts in the new
concept design. Ms. Henderson stated that she believed the roundabouts would be safer for the
buses to load and unload. She stated that currently all students were picked-up outside the gated
entrances to communities, but there was sometimes problems with oncoming vehicles stopping.
She stated that in the design concept, buses would stop before entering the roundabout which was
safer. Also, because there was a divided median and slower traffic, that there would not be as
much issue with oncoming traffic. She also stated that CCPS Transportation was glad to see the
traffic light at Livingston Road and Marbella Lakes Drive in the design plans.
We also discussed a question I had received about school zoning and school district maps. She
stated that there were currently no schools in either zone that were over capacity. She also stated
that redistricting would be based on school capacity not on the potential interconnection of the two
roads.
As the discussion was ending, I asked if they would be willing to provide a letter or email
documenting the CCPS Transportation position on the interconnection, the signal and the
roundabouts. She indicated that she would send something to document their position.
262
Meeting Notes for 1/31/19
Coordination Meeting to discuss Potential Interconnection of
Whippoorwill Lane and Marbella Lakes Drive
Attendees:
•Sargent Paul Cabral
•Sargent Terry Smith
•Jeff Perry
•Lorraine Lantz
Project and Discussion Items:
After introductions were made, Jeff began to discuss the potential interconnection of Whippoorwill Lane and
Marbella Lakes Drive Project. The project introduction included the history of the project including development
commitments, the Green Blvd. removal from the LRTP, the 2012 Design, the New Concept and Design and need
for additional access for the HOAs in and along the corridor.
The discussion focused on the width of the travel lanes – current conditions, 2012 design and the new concept
design. The intent was to slow traffic down to decrease speeding and create a more calming facility to reduce
accidents. Both officers acknowledged that speed was a concern for the current facilities (both Whippoorwill and
Marbella) as well as in the 2012 design. The current posted speed as well as the proposed speed of the 2012 study
was discussed. The officers preferred the new concept as it was intended to force drivers to go slower. They
stated that the lower the posted speed the better. There was a discussion about the traffic counts from the report
and they believed the speeding problem was south of where the speed data was collected for the report (problem
was south of Andalucía).
There was a discussion regarding the lack of Bicycle Lanes in the concept design. The discussion included the
balance of having a dedicated bike lane with the desire for slower speeds and less pavement. The suggestion of
having signage and pavement markings (sharrows) for safety was made. There was also a suggestion to make
the existing sidewalks along Aviano extra wide multi-use paths or shared-use pathways to accommodate
recreational bicyclists.
Sargent Smith provided crash data for the last 6 weeks and indicated that along Pine Ridge Road (from Livingston
to I-75) there were 48 crashes. He was concerned about the number of crashes in the area. There was discussion
of the CFI at Pine Ridge/Livingston as well as the status of the other innovative intersection improvements studied
previously.
Sargent Cabral is involved in the crime reports and analysis. He stated that the CCSO Crime Analyst for the area
told him that crime is not an issue in this area and that the perceived criminal behavior at the north end of the
project (near Pine Ridge) does not cause the crime in the study area. He stated that his team’s analysis indicated
that criminals originating from north of the project were active in the Golden Gate City area. When asked if
having the roads connected would cause an increase in criminal activity because of the easy access to I-75 from
Marbella Lakes Drive, he indicated that it would be more of a crime prevention technique and deterrence.
As the discussion was ending, I asked if they would be willing to provide a letter of support for the project. They
indicated that they were not able to do so but were willing to state that they believed that if the County was putting
in the interconnection, that the new concept was better than the 2012 concept. They both seemed to prefer the
new concept to the old concept for safety and traffic reasons including lower speeds and a decrease in crime. They
also stated that the additional ingress and egress made sense and that it would decrease their response times to
traffic and safety incidents within their response zone.
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
Whippoorwill Lane/Marbella Lakes Drive Interconnection Study
Gusta Bella Vita HOA Meeting
Wednesday, January 16, 2019
COMMENT SHEET
Name: Keith Keppler & Bok Nyeo Ock Representing: Home Owners in GBV
Address: 1321 Corso Palermo Ct #2
City Naples State: Florida Zip Code: 34105
Comments:
First, the BENEFITS:
We support the concept of the proposed interconnection between Whippoorwill Lane and Marbella
Lakes Drive for two obvious reasons:
1. The current conditions leave only one path of ingress and egress available to the residents
of multiple residential developments. That constraint applies to both the residents on the
Whippoorwill side and those on the Marbella Lakes side. A fundamental criterion in
most all planning and design situations impacting all forms of occupancy is to provide
two or more means of egress as essential to Public Safety.
2. This concept is equally valid for First Responder and emergency personnel. Access is
essential so that residents and visitor population in the communities served by
Whippoorwill Lane on one side and Marbella Lakes Drive on the other can be accessed
by emergency vehicles.
Next, CONCERNS:
1. The imperative must be to incorporate improvements in the ultimate plan that will limit
traffic speed and discourage the development of a convenience route resulting in
increased traffic, noise and endangerment to residents and families.
2. The presentation referred to reduced speed limits on Whippoorwill Lane, median road
dividers, a couple traffic circles. Solutions of this nature are essential to discourage the
build up of a convenience shortcut.
Thank you to the County for including us in the informational meeting and the opportunity to
express our support and concerns.
Submitted via e-mail to : Lorraine.Lantz@colliercountyfl.gov
280
281
282
283
284
285
286
287
288
289
290
From:LantzLorraine
To:Perry, Jeff
Subject:FW: Proposed Whipporwill changes
Date:Friday, February 08, 2019 3:25:29 PM
FYI
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: WAYNE HAUPERT <coral42@comcast.net>
Sent: Wednesday, January 23, 2019 9:25 AM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Proposed Whipporwill changes
Lorraine, I live in Andalucia and am one only a handful who have been here since the
beginning in 2005/6. I am unable to attend the meeting tonight at our clubhouse, but I want
you to know that I would be totally in favor of punching Whipporwill thru to Livingston and
the other changes that are proposed.
It would be a wonderful change especially the roundabouts down Whipporwill as it looks very
industrial right now.
Thank you and I sincerely hope the changes will happen.
Sincerely, Wayne
WAYNE M HAUPERT
1402 Serrano Circle
291
Naples, FL 34105-4951
PH: 239-961-3499
Email:coral42@comcast.net
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records
request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
292
From:LantzLorraine
To:Karen Allison
Cc:Perry, Jeff
Subject:RE: Whippoorrwill/Marbella Interconnection
Date:Friday, February 08, 2019 8:04:56 AM
Ms. Allison,
Thank you for your comments. We are tentatively scheduled to bring this item to the Board of County
Commissioners during the March 12th meeting. I will update the entire distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
-----Original Message-----
From: Karen Allison <karenallison1@gmail.com>
Sent: Thursday, February 7, 2019 5:45 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whippoorrwill/Marbella Interconnection
My name is Karen Allison. I live in Andalucia off of Whippoorwill Lane. I attended the meeting that you held for
our community. It was very informative. Thank you.
I am very much in favor of this project. I think it is critical that we have secondary ingress and egress from our
neighborhood. I also think it is necessary given the other changes that will be made in the Pine Ridge project. I
would also be in favor of the enhanced landscaping option.
Would it be possible for you to let us know when nap County meeting will take place?
Thank you very much,
Karen Allison
________________________________
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response
293
to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in
writing.
294
295
296
297
298
299
From:LantzLorraine
To:Tammy Piccola
Cc:Perry, Jeff
Subject:RE: Whippoorwill Lane/Marbella Lakes Drive
Date:Tuesday, February 05, 2019 11:32:33 AM
Thank you for your comments. As stated during our presentation, we will be bringing this item to
the Board of County Commissioners in March. We are tentatively scheduled for the March 12th
meeting. I will update the entire distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Tammy Piccola <tapiccola@gmail.com>
Sent: Sunday, January 27, 2019 11:26 AM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whippoorwill Lane/Marbella Lakes Drive
Hi Lorraine,
My husband and I live in Andalucia at 1665 Serrano Circle, and we are in favor of the
Whippoorwill/Marbella Lakes Drive. Let me know if you have any questions.
Warm Regards,
300
From:LantzLorraine
To:Maggie Ulrich
Cc:Perry, Jeff
Subject:RE: Whipporwill / Marbella Lakes
Date:Tuesday, February 05, 2019 11:32:26 AM
Thank you for your comments. As stated during our presentation, we will be bringing this item to the Board of
County Commissioners in March. We are tentatively scheduled for the March 12th meeting. I will update the entire
distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
-----Original Message-----
From: Maggie Ulrich <maggieulrich@hotmail.com>
Sent: Monday, January 28, 2019 8:29 AM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whipporwill / Marbella Lakes
Lorraine,
As a resident of Andalucia community, my husband and I are highly in favor of the extension of Whippoorwill to
allow us an alternative exit if Pine Ridge is closed.
Also if the right turn only is approved the extension would be crucial for all traffic needing to go West.
Thank you,
Maggie Ulrich
1414 Serrano Circle
Sent from my iPhone
________________________________
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response
to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in
301
From:LantzLorraine
To:Jamie Fisher
Cc:Perry, Jeff
Subject:RE: Whipperwill In Favor
Date:Tuesday, February 05, 2019 11:32:16 AM
Thank you for your comments. As stated during our presentation, we will be bringing this item to
the Board of County Commissioners in March. We are tentatively scheduled for the March 12th
meeting. I will update the entire distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Jamie Fisher <Jamie@thefishers.co>
Sent: Sunday, January 27, 2019 7:39 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whipperwill In Favor
I am in favor of the extension of whipperwill to Marbella lakes drive.
Thanks,
Jamie Fisher
Andalucia
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records
request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
302
303
From:LantzLorraine
To:Ashley Kelly
Cc:Perry, Jeff
Subject:RE: Whippoorwill/Marbella Lakes Drive
Date:Tuesday, February 05, 2019 11:29:07 AM
Thank you for your comments. As stated during our presentation, we will be bringing this item to
the Board of County Commissioners in March. We are tentatively scheduled for the March 12th
meeting. I will update the entire distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Ashley Kelly <ashkkelly@gmail.com>
Sent: Wednesday, January 30, 2019 6:00 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whippoorwill/Marbella Lakes Drive
Hello Lorraine -
I hope your week is going well!
My husband and I live in Andalucia off of Whipporwill Rd. I wanted to email you indicating that I'm in
favor of the Whippoorwill/Marbella Lakes Drive road construction.
Thank you,
304
--
Thank you,
Ashley K. Kelly
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records
request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
305
From:LantzLorraine
To:Marcia Azar
Subject:RE: Whippoorwill Marbella Drive
Date:Tuesday, February 05, 2019 11:28:23 AM
Thank you for your comments. As stated during our presentation, we will be bringing this item to
the Board of County Commissioners in March. We are tentatively scheduled for the March 12th
meeting. I will update the entire distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Marcia Azar <marciaazar@yahoo.com>
Sent: Saturday, February 2, 2019 4:52 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Fwd: Whippoorwill Marbella Drive
Sent from my iPhone
Begin forwarded message:
From: Marcia Azar <marciaazar@yahoo.com>
Date: February 1, 2019 at 11:46:44 AM EST
To: lorraine.lantz@collercountyfl.gov
Cc: Marcia Azar <marciaazar@yahoo.com>
306
Subject: Whippoorwill Marbella Drive
Hi Lorraine
I think we very much need to develop the new exit out of Andalucia if Whippoorwill
becomes a right turn only at Pine Ridge. I am most concerned for safety during an
emergency. Another exit would be of great importance if Pine Ridge gets backed up
from 75 and we would have to sit through several lights before getting onto Pine Ridge
during an emergency! Both my husband Marcus and myself Marcia are in favor of this
expansion. We both have health issues that could result in need of quick access.
(Marcus-Previous heart attack Marcia-aortic aneurysm).
Thank you for your consideration.
Sincerely,
Marcia Azar (Marcus)
1527 Raffina Court
Andalucia
314-800-8045
Sent from my iPhone
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records
request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
307
From:LantzLorraine
To:Christine Lewis
Subject:RE: Whippoorwill + Marbella Connection Proposal
Date:Tuesday, February 05, 2019 11:26:18 AM
Ms. Lewis,
Thank you for your comments. As stated during our presentation, we will be brining this item to the
Board of County Commissioners in March. We are tentatively scheduled for the March 12th
meeting. I will update the entire distribution list when we have a firm date.
Thank you,
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Christine Lewis <christie.lewis@ymail.com>
Sent: Tuesday, February 5, 2019 11:14 AM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Whippoorwill + Marbella Connection Proposal
Lorraine,
Thank you for your team's presentation on January 23 at Andalucia to discuss the Whippoorwill +
Marbella Lakes connection and improvements to those roads.
As you'll recall from my comments below, I am 100% in favor of this connection which will improve
connectivity and safety for all residents who live off of both Whippoorwill and Marbella Lakes.
The presentation of the proposed road improvements exceeded my expectations.
I applaud the team who reviewed what some might consider a small improvement in Naples for taking a
detailed look at the connectivity and for presenting a plan that will not only solve the traffic flow issues, but
will also beautify the roads. I believe these improvements will help to transform both roads from simply
308
functional to a more residential look which could ultimately improve everyone's property values.
Now that I've seen what's possible, these improvements can't happen soon enough. Every time I leave to
turn left from Andalucia and I wait for every car coming south or north on Whippoorwill, I can't help but
think how traffic will be improved once the roundabouts are installed. Every time I leave to head to Golden
Gate and Airport Pulling and I make a right from Pine Ridge to get onto I-75 (and drive below the speed
limit on I-75 in the right-hand lane due to congestion) every morning, I think about how much our
commute will improve once we are able to simply use Livingston, a relatively underutilized road around
7:30 am when we would use it.
Further, I am wholly in favor of any and all landscaping the county wishes to provide up front with full
knowledge that this will mean we residents will take up the maintenance expense. That expense will be
disbursed among our nearly 1,300 Whippoorwill and Marbella residents which should be more than
enough to fund the on-going maintenance while keeping annual costs low per household. That expense
will be worth it as we will benefit daily from a more beautiful drive to and from our homes.
To summarize:
I am 100% in favor of both the connectivity and the full landscaped improvements proposed.
I look forward to hearing that this connection and landscaping are approved in March.
This proposal matches the high standards set for Naples' beautification and ease of transportation -
Thank you to your team for such fantastic effort!
Christie Lewis
WESTPARK CONSULTING INC.
(813)299-2736
christie.lewis@ymail.com
www.linkedin.com/in/christinelewis
On Wednesday, March 21, 2018, 8:32:04 AM EDT, LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
wrote:
Ms. Lewis,
Thank you for your comments regarding the Pine Ridge Road Corridor Study. The
Study is currently on the March 27, 2017 Board of County Commissioner’s (BCC)
Agenda. The entire BCC Agenda will be posted later in the week. You may check
back using this link: http://colliercountyfl.iqm2.com/Citizens/default.aspx
All BCC meetings are open to the public. If you are interested in speaking regarding
your comments, please note that any persons wishing to speak on an agenda item
must register prior to presentation of the agenda item to be addressed. All registered
speakers will receive up to three (3) minutes unless the time is adjusted by the
chairman.
Sincerely,
309
Lorraine
Lorraine M. Lantz, AICP
Principal Planner
Collier County Capital Projects, Planning, Impact Fees & Program Management
NOTE: Email Address Has Changed
2685 S. Horseshoe Drive, Suite #103
Naples, FL 34104
Phone: (239) 252-5779
Lorraine.Lantz@CollierCountyFL.gov
From: Christine Lewis [mailto:christie.lewis@ymail.com]
Sent: Tuesday, March 20, 2018 8:54 PM
To: LantzLorraine <Lorraine.Lantz@colliercountyfl.gov>
Subject: Pine Ridge Road improvements
Lorraine Lantz,
Please consider this email as a public comment from a resident of Andalucia, a community off of
Whippoorwill.
Regarding the extension of Whippoorwill ...
I understand that years ago, before my home was constructed, a meeting was held to extend
Whippoorwill to Livingston where the residents of Marbella Lakes strongly opposed the connection
(understatement).
310
As a resident of Andalucia, the connection between Whippoorwill and Marbella Lakes would greatly
benefit our community.
I frequently commute to/through the Airport Pulling and Golden Gate intersection (twice per day for my
children's school, other times for downtown, other times for Fleishmann Park practices and games after
school and on weekends).
A left onto Pine Ridge followed by a left onto Livingston is a less reliably timed route versus a right onto
Pine Ridge and a right onto I-75, therefore I always take the highway one exit south.
This Whippoorwill-Marbella Lakes connection would not only help those of us attempting to go south on
Livingston, but also for quick trips to the shopping center on the southeast corner of Livingston and Pine
Ridge where a right onto Livingston would eliminate two lefts.
Now that the topic of removing the left-turn from Whippoorwill onto Pine Ridge is on the table, this
connection is needed more than ever.
I highly recommend it be considered to accompany the restricted left construction.
There are approximately 167 single-family residents and 776 multi-family residents including Andalucia,
Gusto Bella Vita, Mariposa, and Stratford Place (I omitted the rental community at the north end of
Whippoorwill: Naples Reserve).
943 total households living on Whippoorwill.
There are 282 SFD and 208 MF households in Marbella Lakes - a total 490 households - half that of the
residents on Whippoorwill.
I would imagine that if the same meeting were held today to discuss connecting Whippoorwill and
Marbella Lakes, it would have a different tone now that Whippoorwill is fully built out and the discussion of
removing our left-turn onto Pine Ridge is on the table.
If the county wants to improve traffic flow, the county should consider granting the residents of
Whippoorwill access to Marbella Lakes Dr as an alternative.
This one entry/exit works for 100% of Marbella Lakes' residents' commuting needs - for this same reason,
it would also be desirable for the residents off of Whippoorwill.
As a side-story, in the last few months, there was a night when there was an accident on Whippoorwill
just south of the church - traffic was blocked in both directions for over an hour. This impacted 783 of the
943 households listed above. 783 households were trapped either unable to get home or to leave. I
consider this a safety hazard.
Naples is known for having superb traffic flow and for the ease of travel - having a restricted left and no
connectivity to Marbella Lakes Dr is counter intuitive to the Naples commutes I currently enjoy - it isn't
consistent with decisions that have been made in the past to improve the traffic flow for all.
311
I hope my comments will be heard as I believe this connectivity is in the best interest for all residents,
Marbella Lakes included, now and for the future.
Christie Lewis
WESTPARK CONSULTING INC.
(813) 299-2736
christie.lewis@ymail.com
www.linkedin.com/in/christinelewis
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released
in response to a public records request, do not send electronic mail to this entity. Instead, contact this
office by telephone or in writing.
312
313
314
315
Polling Results
316
Session Name: 1-10-2019 7-00 PM
Date Created:1/10/2019 5:32:43 PM Active Participants:78 of 78
Average Score:0.00%Questions:5
Results by Question
1. Q1 - What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 2.88
Median 3.00
Variance 0.23
Standard Deviation 0.48
Responses
Percent Count
Whippoorwill Lane 6.12% 3
Dudley Drive 0% 0
Marbella Lakes Drive 93.88% 46
Totals 100% 49
of Work? (Multiple Choice)
1/11/2019
Page 1 of 5
317
2. Q1 - What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 2.94
Median 3.00
Variance 0.11
Standard Deviation 0.33
Responses
Percent Count
Whippoorwill Lane 2.78% 2
Dudley Drive 0% 0
Marbella Lakes Drive 97.22% 70
Totals 100% 72
oWo ?(MutpleC oce)
1/11/2019
Page 2 of 5
318
3. Q2 - Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.81
Median 2.00
Variance 0.15
Standard Deviation 0.39
Responses
Percent Count
Yes 18.67% 14
No 81.33% 61
No Opinion 0% 0
Totals 100% 75
ella Lakes Dr.?(Multiple Choice)
1/11/2019
Page 3 of 5
319
4. Q3 - Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.51
Median 1.00
Variance 0.75
Standard Deviation 0.87
Responses
Percent Count
New Concept Plan 73.68% 56
Conventional Design 1.32% 1
No Opinion 25% 19
Totals 100% 76
Conventional Design?(Multiple Choice)
1/11/2019
Page 4 of 5
320
5. Q4 - Optional Landscaping - Support for On-Going Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.53
Median 2.00
Variance 0.25
Standard Deviation 0.50
Responses
Percent Count
Minimal by County 47.3% 35
Enhanced by MSBU 52.7% 39
Totals 100% 74
1/11/2019
Page 5 of 5
321
Session Name: 1152019 550 PM
Date Created:1/15/2019 5:25:30 PM Active Participants:23 of 23
Average Score:0.00%Questions:4
Results by Question
1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.48
Median 1.00
Variance 0.42
Standard Deviation 0.65
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.41
Median 1.00
Variance 0.42
Standard Deviation 0.65
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.50
Median 1.50
Variance 0.25
Standard Deviation 0.50
Responses
Percent Count
Whippoorwill Lane 100%22
Dudley Drive 0%0
Marbella Lakes Drive 0%0
Totals 100%22
Responses
Percent Count
Yes 60.87%14
No 30.43%7
No Opinion 8.7%2
Totals 100%23
Responses
Percent Count
New Concept Plan 68.18%15
Conventional Design 22.73%5
No Opinion 9.09%2
Totals 100%22
Responses
Percent Count
Minimal by County 50%11
Enhanced by MSBU 50%11
Totals 100%22
1/16/2019
Page 1 of 4
322
Session Name: 1152019 550 PMDate Created:1/15/2019 5:25:30 PM Active Participants:23 of 23Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.48
Median 1.00
Variance 0.42
Standard Deviation 0.65
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.41
Median 1.00
Variance 0.42
Standard Deviation 0.65
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.50
Median 1.50
Variance 0.25
Standard Deviation 0.50
ResponsesPercent CountWhippoorwill Lane 100%22Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%22
Responses
Percent Count
Yes 60.87%14
No 30.43%7
No Opinion 8.7%2
Totals 100%23
Responses
Percent Count
New Concept Plan 68.18%15
Conventional Design 22.73%5
No Opinion 9.09%2
Totals 100%22
Responses
Percent Count
Minimal by County 50%11
Enhanced by MSBU 50%11
Totals 100%22
1/16/2019
Page 2 of 4
323
Session Name: 1152019 550 PMDate Created:1/15/2019 5:25:30 PM Active Participants:23 of 23Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.48Median1.00Variance0.42Standard Deviation 0.65
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.41
Median 1.00
Variance 0.42
Standard Deviation 0.65
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.50
Median 1.50
Variance 0.25
Standard Deviation 0.50
ResponsesPercent CountWhippoorwill Lane 100%22Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%22ResponsesPercentCountYes60.87%14No30.43%7No Opinion 8.7%2Totals100%23
Responses
Percent Count
New Concept Plan 68.18%15
Conventional Design 22.73%5
No Opinion 9.09%2
Totals 100%22
Responses
Percent Count
Minimal by County 50%11
Enhanced by MSBU 50%11
Totals 100%22
1/16/2019
Page 3 of 4
324
Session Name: 1152019 550 PMDate Created:1/15/2019 5:25:30 PM Active Participants:23 of 23Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.48Median1.00Variance0.42Standard Deviation 0.653. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)Question StatisticsMean 1.41Median1.00Variance0.42Standard Deviation 0.65
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.50
Median 1.50
Variance 0.25
Standard Deviation 0.50
ResponsesPercent CountWhippoorwill Lane 100%22Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%22ResponsesPercentCountYes60.87%14No30.43%7No Opinion 8.7%2Totals100%23ResponsesPercentCountNew Concept Plan 68.18%15Conventional Design 22.73%5No Opinion 9.09%2Totals100%22
Responses
Percent Count
Minimal by County 50%11
Enhanced by MSBU 50%11
Totals 100%22
1/16/2019
Page 4 of 4
325
Session Name: 1162019 623 PM
Date Created:1/16/2019 5:34:05 PM Active Participants:10 of 10
Average Score:0.00%Questions:4
Results by Question
1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.50
Median 1.00
Variance 0.65
Standard Deviation 0.81
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.20
Median 1.00
Variance 0.16
Standard Deviation 0.40
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.40
Median 1.00
Variance 0.24
Standard Deviation 0.49
Responses
Percent Count
Whippoorwill Lane 100%10
Dudley Drive 0%0
Marbella Lakes Drive 0%0
Totals 100%10
Responses
Percent Count
Yes 70%7
No 10%1
No Opinion 20%2
Totals 100%10
Responses
Percent Count
New Concept Plan 80%8
Conventional Design 20%2
No Opinion 0%0
Totals 100%10
Responses
Percent Count
Minimal by County 60%6
Enhanced by MSBU 40%4
Totals 100%10
1/17/2019
Page 1 of 4
326
Session Name: 1162019 623 PMDate Created:1/16/2019 5:34:05 PM Active Participants:10 of 10Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.50
Median 1.00
Variance 0.65
Standard Deviation 0.81
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.20
Median 1.00
Variance 0.16
Standard Deviation 0.40
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.40
Median 1.00
Variance 0.24
Standard Deviation 0.49
ResponsesPercent CountWhippoorwill Lane 100%10Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%10
Responses
Percent Count
Yes 70%7
No 10%1
No Opinion 20%2
Totals 100%10
Responses
Percent Count
New Concept Plan 80%8
Conventional Design 20%2
No Opinion 0%0
Totals 100%10
Responses
Percent Count
Minimal by County 60%6
Enhanced by MSBU 40%4
Totals 100%10
1/17/2019
Page 2 of 4
327
Session Name: 1162019 623 PMDate Created:1/16/2019 5:34:05 PM Active Participants:10 of 10Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.50Median1.00Variance0.65Standard Deviation 0.81
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.20
Median 1.00
Variance 0.16
Standard Deviation 0.40
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.40
Median 1.00
Variance 0.24
Standard Deviation 0.49
ResponsesPercent CountWhippoorwill Lane 100%10Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%10ResponsesPercentCountYes70%7No10%1No Opinion 20%2Totals100%10
Responses
Percent Count
New Concept Plan 80%8
Conventional Design 20%2
No Opinion 0%0
Totals 100%10
Responses
Percent Count
Minimal by County 60%6
Enhanced by MSBU 40%4
Totals 100%10
1/17/2019
Page 3 of 4
328
Session Name: 1162019 623 PMDate Created:1/16/2019 5:34:05 PM Active Participants:10 of 10Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.50Median1.00Variance0.65Standard Deviation 0.813. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)Question StatisticsMean 1.20Median1.00Variance0.16Standard Deviation 0.40
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.40
Median 1.00
Variance 0.24
Standard Deviation 0.49
ResponsesPercent CountWhippoorwill Lane 100%10Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%10ResponsesPercentCountYes70%7No10%1No Opinion 20%2Totals100%10ResponsesPercentCountNew Concept Plan 80%8Conventional Design 20%2No Opinion 0%0Totals100%10
Responses
Percent Count
Minimal by County 60%6
Enhanced by MSBU 40%4
Totals 100%10
1/17/2019
Page 4 of 4
329
Session Name: 1172019 702 PM
Date Created:1/17/2019 5:11:04 PM Active Participants:33 of 33
Average Score:0.00%Questions:4
Results by Question
1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.36
Median 1.00
Variance 0.23
Standard Deviation 0.48
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.31
Median 1.00
Variance 0.34
Standard Deviation 0.58
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.55
Median 2.00
Variance 0.25
Standard Deviation 0.50
Responses
Percent Count
Whippoorwill Lane 100%33
Dudley Drive 0%0
Marbella Lakes Drive 0%0
Totals 100%33
Responses
Percent Count
Yes 63.64%21
No 36.36%12
No Opinion 0%0
Totals 100%33
Responses
Percent Count
New Concept Plan 75%24
Conventional Design 18.75%6
No Opinion 6.25%2
Totals 100%32
Responses
Percent Count
Minimal by County 45.16%14
Enhanced by MSBU 54.84%17
Totals 100%31
1/18/2019
Page 1 of 4
330
Session Name: 1172019 702 PMDate Created:1/17/2019 5:11:04 PM Active Participants:33 of 33Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.36
Median 1.00
Variance 0.23
Standard Deviation 0.48
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.31
Median 1.00
Variance 0.34
Standard Deviation 0.58
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.55
Median 2.00
Variance 0.25
Standard Deviation 0.50
ResponsesPercent CountWhippoorwill Lane 100%33Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%33
Responses
Percent Count
Yes 63.64%21
No 36.36%12
No Opinion 0%0
Totals 100%33
Responses
Percent Count
New Concept Plan 75%24
Conventional Design 18.75%6
No Opinion 6.25%2
Totals 100%32
Responses
Percent Count
Minimal by County 45.16%14
Enhanced by MSBU 54.84%17
Totals 100%31
1/18/2019
Page 2 of 4
331
Session Name: 1172019 702 PMDate Created:1/17/2019 5:11:04 PM Active Participants:33 of 33Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.36Median1.00Variance0.23Standard Deviation 0.48
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.31
Median 1.00
Variance 0.34
Standard Deviation 0.58
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.55
Median 2.00
Variance 0.25
Standard Deviation 0.50
ResponsesPercent CountWhippoorwill Lane 100%33Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%33ResponsesPercentCountYes63.64%21No36.36%12No Opinion 0%0Totals100%33
Responses
Percent Count
New Concept Plan 75%24
Conventional Design 18.75%6
No Opinion 6.25%2
Totals 100%32
Responses
Percent Count
Minimal by County 45.16%14
Enhanced by MSBU 54.84%17
Totals 100%31
1/18/2019
Page 3 of 4
332
Session Name: 1172019 702 PMDate Created:1/17/2019 5:11:04 PM Active Participants:33 of 33Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.36Median1.00Variance0.23Standard Deviation 0.483. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)Question StatisticsMean 1.31Median1.00Variance0.34Standard Deviation 0.58
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.55
Median 2.00
Variance 0.25
Standard Deviation 0.50
ResponsesPercent CountWhippoorwill Lane 100%33Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%33ResponsesPercentCountYes63.64%21No36.36%12No Opinion 0%0Totals100%33ResponsesPercentCountNew Concept Plan 75%24Conventional Design 18.75%6No Opinion 6.25%2Totals100%32
Responses
Percent Count
Minimal by County 45.16%14
Enhanced by MSBU 54.84%17
Totals 100%31
1/18/2019
Page 4 of 4
333
Session Name: 1222019 636 PM
Date Created:1/22/2019 5:07:21 PM Active Participants:5 of 5
Average Score:0.00%Questions:4
Results by Question
1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.80
Median 2.00
Variance 0.16
Standard Deviation 0.40
Responses
Percent Count
Whippoorwill Lane 100%5
Dudley Drive 0%0
Marbella Lakes Drive 0%0
Totals 100%5
Responses
Percent Count
Yes 100%5
No 0%0
No Opinion 0%0
Totals 100%5
Responses
Percent Count
New Concept Plan 100%5
Conventional Design 0%0
No Opinion 0%0
Totals 100%5
Responses
Percent Count
Minimal by County 20%1
Enhanced by MSBU 80%4
Totals 100%5
1/23/2019
Page 1 of 4
334
Session Name: 1222019 636 PMDate Created:1/22/2019 5:07:21 PM Active Participants:5 of 5Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.80
Median 2.00
Variance 0.16
Standard Deviation 0.40
ResponsesPercent CountWhippoorwill Lane 100%5Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%5
Responses
Percent Count
Yes 100%5
No 0%0
No Opinion 0%0
Totals 100%5
Responses
Percent Count
New Concept Plan 100%5
Conventional Design 0%0
No Opinion 0%0
Totals 100%5
Responses
Percent Count
Minimal by County 20%1
Enhanced by MSBU 80%4
Totals 100%5
1/23/2019
Page 2 of 4
335
Session Name: 1222019 636 PMDate Created:1/22/2019 5:07:21 PM Active Participants:5 of 5Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.80
Median 2.00
Variance 0.16
Standard Deviation 0.40
ResponsesPercent CountWhippoorwill Lane 100%5Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%5ResponsesPercentCountYes100%5No0%0No Opinion 0%0Totals100%5
Responses
Percent Count
New Concept Plan 100%5
Conventional Design 0%0
No Opinion 0%0
Totals 100%5
Responses
Percent Count
Minimal by County 20%1
Enhanced by MSBU 80%4
Totals 100%5
1/23/2019
Page 3 of 4
336
Session Name: 1222019 636 PMDate Created:1/22/2019 5:07:21 PM Active Participants:5 of 5Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.003. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.80
Median 2.00
Variance 0.16
Standard Deviation 0.40
ResponsesPercent CountWhippoorwill Lane 100%5Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%5ResponsesPercentCountYes100%5No0%0No Opinion 0%0Totals100%5ResponsesPercentCountNew Concept Plan 100%5Conventional Design 0%0No Opinion 0%0Totals100%5
Responses
Percent Count
Minimal by County 20%1
Enhanced by MSBU 80%4
Totals 100%5
1/23/2019
Page 4 of 4
337
Session Name: 1232019 718 PM
Date Created:1/23/2019 5:58:26 PM Active Participants:53 of 53
Average Score:0.00%Questions:4
Results by Question
1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 1.00
Median 1.00
Variance 0.00
Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.21
Median 1.00
Variance 0.21
Standard Deviation 0.45
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.10
Median 1.00
Variance 0.09
Standard Deviation 0.29
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.71
Median 2.00
Variance 0.21
Standard Deviation 0.46
Responses
Percent Count
Whippoorwill Lane 100%50
Dudley Drive 0%0
Marbella Lakes Drive 0%0
Totals 100%50
Responses
Percent Count
Yes 80.77%42
No 17.31%9
No Opinion 1.92%1
Totals 100%52
Responses
Percent Count
New Concept Plan 90.38%47
Conventional Design 9.62%5
No Opinion 0%0
Totals 100%52
Responses
Percent Count
Minimal by County 29.41%15
Enhanced by MSBU 70.59%36
Totals 100%51
1/24/2019
Page 1 of 4
338
Session Name: 1232019 718 PMDate Created:1/23/2019 5:58:26 PM Active Participants:53 of 53Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.21
Median 1.00
Variance 0.21
Standard Deviation 0.45
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.10
Median 1.00
Variance 0.09
Standard Deviation 0.29
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.71
Median 2.00
Variance 0.21
Standard Deviation 0.46
ResponsesPercent CountWhippoorwill Lane 100%50Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%50
Responses
Percent Count
Yes 80.77%42
No 17.31%9
No Opinion 1.92%1
Totals 100%52
Responses
Percent Count
New Concept Plan 90.38%47
Conventional Design 9.62%5
No Opinion 0%0
Totals 100%52
Responses
Percent Count
Minimal by County 29.41%15
Enhanced by MSBU 70.59%36
Totals 100%51
1/24/2019
Page 2 of 4
339
Session Name: 1232019 718 PMDate Created:1/23/2019 5:58:26 PM Active Participants:53 of 53Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.21Median1.00Variance0.21Standard Deviation 0.45
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.10
Median 1.00
Variance 0.09
Standard Deviation 0.29
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.71
Median 2.00
Variance 0.21
Standard Deviation 0.46
ResponsesPercent CountWhippoorwill Lane 100%50Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%50ResponsesPercentCountYes80.77%42No17.31%9No Opinion 1.92%1Totals100%52
Responses
Percent Count
New Concept Plan 90.38%47
Conventional Design 9.62%5
No Opinion 0%0
Totals 100%52
Responses
Percent Count
Minimal by County 29.41%15
Enhanced by MSBU 70.59%36
Totals 100%51
1/24/2019
Page 3 of 4
340
Session Name: 1232019 718 PMDate Created:1/23/2019 5:58:26 PM Active Participants:53 of 53Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 1.00Median1.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.21Median1.00Variance0.21Standard Deviation 0.453. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)Question StatisticsMean 1.10Median1.00Variance0.09Standard Deviation 0.29
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.71
Median 2.00
Variance 0.21
Standard Deviation 0.46
ResponsesPercent CountWhippoorwill Lane 100%50Dudley Drive 0%0Marbella Lakes Drive 0%0Totals100%50ResponsesPercentCountYes80.77%42No17.31%9No Opinion 1.92%1Totals100%52ResponsesPercentCountNew Concept Plan 90.38%47Conventional Design 9.62%5No Opinion 0%0Totals100%52
Responses
Percent Count
Minimal by County 29.41%15
Enhanced by MSBU 70.59%36
Totals 100%51
1/24/2019
Page 4 of 4
341
Session Name: 1242019 509 PM
Date Created:1/24/2019 3:44:09 PM Active Participants:32 of 32
Average Score:0.00%Questions:4
Results by Question
1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)
Question Statistics
Mean 2.00
Median 2.00
Variance 0.00
Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.61
Median 2.00
Variance 0.30
Standard Deviation 0.55
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.23
Median 1.00
Variance 0.30
Standard Deviation 0.55
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.34
Median 1.00
Variance 0.23
Standard Deviation 0.47
Responses
Percent Count
Whippoorwill Lane 0%0
Dudley Drive 100%31
Marbella Lakes Drive 0%0
Totals 100%31
Responses
Percent Count
Yes 41.94%13
No 54.84%17
No Opinion 3.23%1
Totals 100%31
Responses
Percent Count
New Concept Plan 83.87%26
Conventional Design 9.68%3
No Opinion 6.45%2
Totals 100%31
Responses
Percent Count
Minimal by County 65.62%21
Enhanced by MSBU 34.38%11
Totals 100%32
1/25/2019
Page 1 of 4
342
Session Name: 1242019 509 PMDate Created:1/24/2019 3:44:09 PM Active Participants:32 of 32Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 2.00Median2.00Variance0.00Standard Deviation 0.00
2. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)
Question Statistics
Mean 1.61
Median 2.00
Variance 0.30
Standard Deviation 0.55
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.23
Median 1.00
Variance 0.30
Standard Deviation 0.55
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.34
Median 1.00
Variance 0.23
Standard Deviation 0.47
ResponsesPercent CountWhippoorwill Lane 0%0Dudley Drive 100%31Marbella Lakes Drive 0%0Totals100%31
Responses
Percent Count
Yes 41.94%13
No 54.84%17
No Opinion 3.23%1
Totals 100%31
Responses
Percent Count
New Concept Plan 83.87%26
Conventional Design 9.68%3
No Opinion 6.45%2
Totals 100%31
Responses
Percent Count
Minimal by County 65.62%21
Enhanced by MSBU 34.38%11
Totals 100%32
1/25/2019
Page 2 of 4
343
Session Name: 1242019 509 PMDate Created:1/24/2019 3:44:09 PM Active Participants:32 of 32Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 2.00Median2.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.61Median2.00Variance0.30Standard Deviation 0.55
3. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)
Question Statistics
Mean 1.23
Median 1.00
Variance 0.30
Standard Deviation 0.55
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.34
Median 1.00
Variance 0.23
Standard Deviation 0.47
ResponsesPercent CountWhippoorwill Lane 0%0Dudley Drive 100%31Marbella Lakes Drive 0%0Totals100%31ResponsesPercentCountYes41.94%13No54.84%17No Opinion 3.23%1Totals100%31
Responses
Percent Count
New Concept Plan 83.87%26
Conventional Design 9.68%3
No Opinion 6.45%2
Totals 100%31
Responses
Percent Count
Minimal by County 65.62%21
Enhanced by MSBU 34.38%11
Totals 100%32
1/25/2019
Page 3 of 4
344
Session Name: 1242019 509 PMDate Created:1/24/2019 3:44:09 PM Active Participants:32 of 32Average Score:0.00%Questions:4Results by Question1. Q1 What Roadway Do You Use to Access Your Home or Place of Work? (Multiple Choice)Question StatisticsMean 2.00Median2.00Variance0.00Standard Deviation 0.002. Q2 Are You in Favor of Connecting Whippoorwill Ln. to Marbella Lakes Dr.? (Multiple Choice)Question StatisticsMean 1.61Median2.00Variance0.30Standard Deviation 0.553. Q3 Do You Prefer the Concept Plan as Shown or the Original Conventional Design? (Multiple Choice)Question StatisticsMean 1.23Median1.00Variance0.30Standard Deviation 0.55
4. Q4 Optional Landscaping Support for OnGoing Maintenance of Roadway Landscaping? (Multiple
Choice)
Question Statistics
Mean 1.34
Median 1.00
Variance 0.23
Standard Deviation 0.47
ResponsesPercent CountWhippoorwill Lane 0%0Dudley Drive 100%31Marbella Lakes Drive 0%0Totals100%31ResponsesPercentCountYes41.94%13No54.84%17No Opinion 3.23%1Totals100%31ResponsesPercentCountNew Concept Plan 83.87%26Conventional Design 9.68%3No Opinion 6.45%2Totals100%31
Responses
Percent Count
Minimal by County 65.62%21
Enhanced by MSBU 34.38%11
Totals 100%32
1/25/2019
Page 4 of 4
345
March 15, 2019