Backup Documents 08/26/2025 Item #16B 2 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
1 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 6 B 2
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routinglines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. Courtney DaSilva, County Attorney County Attorney Office ci
0 (�4. BCC Office Board of CountyJ
Commissioners )55 Y 34C
5. Minutes and Records Clerk of Courts Office
if/.2"/P16-
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff Lorraine Lantz Phone Number 252-5779
Contact/ Department
Agenda Date Item was 08/26/2025 Agenda Item Number 16B.2
Approved by the BCC
Type of Document Resolution No.2025- /50 to amend Number of Original 1
Attached Resolution 25-133 Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
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appropriate. (Initial) Applicable)
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provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
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signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
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Office and all other parties except the BCC Chairman and the Clerk to the Board
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document or the final negotiated contract date whichever is applicable.
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signature and initials are required.
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should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on tenter date)and all changes LL is not
made during the meeting have been incorporated in the attached document. The op
County Attorney's Office has reviewed the changes,if applicable. ' /?, /jS 1�i
9. Initials of attorney verifying that the attached document is the version approved by the LL N/A '
BCC,all changes directed by the BCC have been made,and the document is ready for the an o or
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
16B 2
RESOLUTION NO. 2025 - 150
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER
COUNTY, FLORIDA, SUPERSEDING RESOLUTION NUMBER 25-133, TO AMEND
THE POLICY FOR ACCESS MANAGEMENT FOR ARTERIAL AND COLLECTOR
ROADWAYS IN COLLIER COUNTY.
WHEREAS, Collier County's roadway network is comprised of state, county, city and
privately maintained roadways, generally classified as arterial, collector, or local roads; and
WHEREAS, Collier County utilizes various tools, assessments and data to classify
roadways based on established characteristics in order to increase the capacity of these roads,
manage congestion and reduce crashes that improve the functionality of the transportation network
within the county: and
WHEREAS, Collier County reviews county transportation networks, corridors, facilities
and related policies related to roadway classifications and access management periodically; and
WHEREAS, Collier County has adopted a Growth Management Plan pursuant to the
requirements of Section 163.3161 et. Seq., Florida Statutes, which under Policy 7.1 of the Traffic
Circulations Elements, mandates a policy be adopted for access management of the roadway of
Collier County; and
WHEREAS, Collier County previously adopted by Resolution 25-133, a policy
establishing the Collier County access management system for arterial and collector roadways but
now seeks to review that policy to make certain modifications.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the Access Control Policy as
contained in Resolution 25-133, adopted July 8, 2025, is superseded and replaced by this
Resolution and attached Exhibit"A" with reference tables, amending the prior policy.
16B 2
BE IT FURTHER RESOLVED that the appropriate staff of the Collier County Growth
Management Department are hereby directed to apply this Policy in the development of roadway
improvement projects and review and permitting of all development projects. ,
This Resolution adopted after motion, second, and majority vote favoring same this (2C.l� - day
of/ STi , 2025.
ATTEST:
CRYST ,U� INZEL, Clerk BOARD OF COUNTY COMMISSIONERS
\ ' <,. .r COLLIER COUNTY, FLORIDA
;VAX,: : ram/ By:
Most as to Chairman i
signature.oniy.• ` Deput k Burt Saunders, Chair
Approved as to form and legality:
By: Courtney L. DaSilva
Assistant County Attorney
16B 2
EXHIBIT "A"
A POLICY ESTABLISHING THE COLLIER COUNTY ACCESS MANAGEMENT
SYSTEM FOR ARTERIAL AND COLLECTOR ROADWAYS
Section One: Purpose
This Policy supersedes, replaces and updates that established by Resolution No. 13-257 for the
access classification system and standards to implement regulation and control of vehicular
ingress to, and egress from, arterial and collector roadways. The implementation of a
classification system and standards is intended to protect public safety and general welfare,
provide for mobility of people and goods, and preserve the functional integrity and capacity of
arterial and collector roadways. To the extent that Collier County has jurisdiction to do so, all
limited-access, controlled access, arterial and collector roadway facilities shall be assigned an
access classification and access standard. These standards shall be the basis for developing
access management plans for the county roadway improvements and modifications, and for
roadway or driveway connection permitting.
Section Two: Definitions
2.01 Arterial -A signalized roadway that serves primarily through traffic and secondarily abutting
properties and that generally has signal spacing of two miles or less.
2.02 Classes - Categories of Arterials primarily grouped by signal density.
2.03 Collector - A Street providing land access and traffic circulation service to a residential,
commercial,or industrial area. Secondarily provides for local through traffic.
2.04 Connection - A Driveway, street, turnout, or other means of providing for the right of
physical access to or from a Public roadway. For the purposes of this resolution,two one-way
connections to a property may constitute a single connection.
2.05 Connection Spacing- The allowable distance between connections, measured from the closest
edge of pavement of the first connection to the closest edge of pavement of the second
connection, exclusive of radii, along the edge of the travelled way.
2.06 Controlled Access - Means access,median openings,and traffic signals are highly regulated.
2.07 Corner Clearance - Distance from an intersection of a driveway or street connection and a
limited-access, controlled access, arterial or collector facility. This distance is measured from
the closest edge of pavement of the connection,measured along the travelled way. The closest
edge of pavement shall be with existing lanes or future lanes, including turn and merge lanes,
where a roadway segment is part of an adopted five-year plan.
2.08 Directional Median Opening—An opening in a median that is restrictive to movements made
from or to the major roadway including the limitation of left-turn in, left-turn out, no U-turn,
U-turn only, or combination of the above. Existing full median openings on 6-lane or greater
arterial or collector roadways are subject to directional median treatment at the discretion of
the County.
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2.09 Department - The Transportation Management Services Department of Collier County
administered by the Transportation Management Department Head or his/her duly authorized
representative.
2.10 Full Median Opening - A median opening designed to allow for all movements to and
from a major roadway. U-turns may be prohibited at full median openings.
2.11 Intersection - An at-grade connection or crossing of local, collector, arterial, controlled
access or limited access roadways that may be either public or private.
2.12 Medians - Areas, preferably at least ten feet wide, painted, raised, or grassed, that separate
opposing-direction, mid-block traffic lanes and that, on arterials, contain turn lanes that
allow left turning vehicles to exit from the through lanes.
2.13 Median Opening Spacing- The allowable spacing between openings in a median to allow for
crossing of opposing lanes of traffic to access other roadway facilities, property access or
provide for U-turn movements. The spacing distance shall be measured from the centerline
to centerline of openings along the travelled way.
2.14 Permitting Authority - Development Review Division of the Growth Management
Department or other duly designated authority of Collier County with all provisions of this
resolution as it applies to connection and its attendant permitting process,being reviewed and
approved by the Transportation Management Services Department of Collier County.
2.15 Reasonable Access-The number of direct or indirect connections necessary to provide ingress
and egress to the limited access,controlled access,arterial,or collector facilities from abutting
properties and local roadways based on the Access Management standards, roadway
operations, and type and intensity of land use. The applicant may submit site specific
information that the applicant deems pertinent to the Permitting Authority's review of
proposed connection permit application.
2.16 Service Road - A public or private street or roadway, auxiliary to, and normally, but not
required to be, parallel to a controlled or limited access facility, which has a primary purpose
to maintain local road continuity, provision of access to adjacent parcels or development and
minimizing the number of connections to a limited or controlled access facility while
maintaining property access rights.
2.17 Signal Spacing - The allowable spacing between adjacent traffic signals on limited access,
controlled access, arterial and collector facilities as measured from centerline to centerline
of the signalized intersections along the travelled way.
2.18 Significant Change - A change in the use of property, including land, structures or
facilities, or an expansion of the size of existing structures or facilities which will cause
at least a 25% increase in additional new trips, either peak hourly or daily, entering or
exiting the site or which is projected to exceed 100 trips per day more than the existing
use, whichever is less. The number of trips shall be determined using the most current
edition of the "Trip Generation Manual" of the Institute of Transportation Engineers.
Where such additional traffic is proposed or projected, the property owner shall contact
the Permitting Authority to determine if a new permit application or modification to an
existing permit shall be required. If the Permitting Authority determines that the increased
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traffic generated by the change in use does not require modifications to the existing permit
or existing access connection, a new permit application shall not be required.
2.19 Travelled Way - The portion of the roadway for the movement of vehicles, exclusive of
shoulders.
2.20 Turn Lane- That portion of the roadway dedicated to the turning movement(Left-,Right-, or
U-Turning) of vehicular traffic onto or off of the through traffic lanes to adjacent streets or
developments. A turn lane must be long enough to accommodate enough turning vehicles to
allow the free flow of the through traffic.
Section Three: Connection Permit Requirements
3.01 Connection permit applications on all public roadway facilities shall be reviewed in
accordance with the requirements of Ordinance 82-91, as amended or superseded(Collier
County Construction Standards for Work Within Rights-Of-Way)and this policy. Access
classifications and design standards are shown in Table 1 and further described in Section
Four of this Policy.
3.02 Existing permitted connections, existing median openings are not required to meet the
standards of the assigned classification. Such features shall generally be allowed to remain
in place unless for safety, operation or protection of the roadway capacity deemed necessary
to modify or close by Collier County. These features shall be brought into reasonable
conformance when new connection permits are granted, following significant changes in
property use, or as changes to the roadway design occur.
3.03 A property that cannot be permitted access consistent with the standards for the classification
assigned to that particular roadway segment and which has no other means of direct or
reasonable direct or indirect access as determined pursuant to the connection permit process,
shall be issued a conforming permit by the Permitting Authority for a single connection
pursuant to this Policy. If additional connections are requested and approved, they shall be
considered non-conforming and shall contain restrictions and/or removal provisions.
3.04 Access class standards represent desirable requirements for each access class. As segments
of roadways are analyzed and connection permits are applied for, the ultimate goal is to
exceed these standards thereby providing for the preservation of the capacity, safety and
general welfare of the traveling Public.
3.05 The connection and median opening spacing standards specified in this policy may not be
adequate in some cases. Greater distances between connections and median openings may be
required by the Permitting Authority to provide sufficient location specific traffic operations
and safety requirements. In such instances, the Permitting Authority shall document,as part
of the response to an application submitted pursuant to this Policy, a justification based on
traffic engineering principles, as to why such greater distances are required.
3.06 When a full median opening is constructed or reconstructed to allow for opposing left-
or U-turns only, these openings shall be considered as one opening.
3.07 Adjacent properties under the same ownership shall not be considered as separate
properties for the purpose of applying the standards associated with the access class of the
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adjacent roadway segment but shall be deemed to be one parcel. Applicants requesting
connection for one or more adjacent properties under the same ownership may, however,
as part of the permit application process, request that the properties be considered
individually for connection permitting purposes. Such requests shall be included in the
permit application and shall provide specific analyses and justification of potential capacity
decrease, safety and operational hazards associated with the compatibility of the volume,
type, or characteristics of the traffic using the connection. Such properties and single
ownership properties with frontage exceeding the standards of the assigned class may not
be allowed,pursuant to the permit application process in this Policy,the maximum number
of connections, median openings or signals based on the spacing standards. The total
number of connections allowed will be the minimum necessary to provide reasonable
access. Leasehold interests existing prior to the effective date of this Policy or a bonafide
contract for sale may be considered as a separate ownership from the parent tract for the
purpose of this Policy. Such leasehold interests or contracts may not, however, be the sole
criteria for determining separate ownership for purpose of implementation of this policy.
3.08 The speed criteria referred to in Table 1, Access Classification and Standards,means the
posted speed limited for the roadway segment either existing or the established posted speed
limit for facilities identified for improvement or not yet in existence.
fable 1
Access Classihc atron a r d Standards
Access iac day/eatures(Median l'reatmrni = Minimum Connection Spacing Mimmumt4edt art ppeninlSpac in!; Minimum Signal
Class Access Roads) (Ieeti 1?)13) Chreetionat Spacin r(teat)(,)
{teed 9/ rrll(teet)l%)(4)
7 Controlled Act ess 1370/660 1371) 2640 2640
3 Arterials,divided 660 1440 1370 7640 2640
4 Arterials,undivided 660,440 ti/A N/A 2640
S Arterials,divide:; 4.40/245 550 2(34011370 7640 0 1320
f: Arterials,undn9ded 440/245 +A NIA 1323
Arterials.divided and undivided 175 330 663 1: 0
{Greater than or equal to 45mph!less than 45mphl
Notes: II)Section I our of this Policy contains supplementary anci mare detailed Instruction tor use ot these standards.
(2)These minimum spacing standards may not to adequate it auxiliary Lanes and storage is required.
13)Single properties with frontages exceeding the minimum spacing criteria may not necessarily receive permits for the
maximum number of possible connections.
14)Spacing standards for Full median openings only apply to areas with less than six Lanes ultra/tr.
Unsij iallzedfullmedianopeningssnailrotbnapprovedinanylocationswithsaormareLacersoftnftic:.
3.09 Corner clearances for connections shall meet or exceed the connection spacing
requirements for Classifications 2 through 7. However a single connection may be placed
closer to the intersection for circumstances set forth in 3.09.1, 3.09.2 and 3.09.3 following
and pursuant to the permit application process of this Policy.
3.09.1 If, due to property size, corner clearance standards of this Policy cannot be met, and
where joint access that meets or exceeds the applicable corner clearance standards cannot
be obtained with a neighboring property, or, in the determination of the Permitting
Authority, is not feasible based on conflicting land use or conflicting traffic
volumes/characteristics, then corner clearance measurements in Table 2 may be used to
permit connections. Such properties, for the purpose of this Policy, are called "isolated
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corner properties."
3.09.2 In cases where connections are permitted under criteria specified in Table 2, the permit shall
contain the following additional conditions.
3.09.2.1 There shall be no more than one connection per road frontage.
3.09.2.2 Where joint or alternate access meets or exceeds the applicable corner clearance becomes
available,the permittee shall close the permitted connection,unless the permittee can then
show, by presentation of competent evidence, that such closure is not feasible because
of conflicting land use, conflicting traffic volumes/characteristics, or existing structures
preclude a change in the existing connection.
3.09.3 The corner clearance measurements for the isolated corner properties set forth in Section
3.09.01 above shall be as defined in this section, Classes 3 through 7, inclusive.
3.09.4 Corner clearances for"isolated corner properties" are as follows:
Table 2
Corner Clearance at Intersections
With Median
Position Access Allowed Standard (feet) Code'
Approaching intersection Right-in/Right-out 115 A
Approaching intersection Right in only 752 B
Departing intersection Right-in/Right-out 230 (125)3 C
Departing intersection Right out only 100 D
Without Median
Position Access Allowed Standard (feet) Code'
Approaching intersection Full access 230 (125)3 C
Approaching intersection Right in only4 100 D
Departing intersection Right-in/Right-out 230 (125)3 C
Departing intersection Right out only4 1002 E
'Refer to Figure 1.
2 Subject to case-by-case analysis; may be increased depending on traffic characteristics and
intersection geometry
3 Access Class 7 may use the measurement in parenthesis.
Connection by design will effectively eliminate unpermitted movements.
3.10 Connections and median openings located within the '/4 mile from the limited-access
interchange and overpass (includes the entire limited-access right-of-way frontage) shall
be regulated consistent with the requirements of the Rules of the Department of
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Transportation, Chapter 14-97, State Highway System Access Control Classification
System and Access Management Standards by the Florida Department of Transportation,
as may be amended. Controlled access and arterial roads within the first '/z or 1/4 mile,
respectively, or the first existing intersection whichever distance is less, shall be regulated
to protect the safety and operational efficiency of the limited access facility.
3.10.1 The distance to the first connection shall be at least 660 feet where the posted speed limit
is greater than 45 mph, and shall be at least 440 feet where the posted speed limit is
45 mph or less. This distance will be measured from the end of the taper for that
particular quadrant of the interchange on the arterial facility. A single connection per
property not meeting this connection spacing may be provided,pursuant to the connection
permit process, if no reasonable access to the property exists and if the Permitting
Authority review of the connection permit application provided by the applicant determines
that the connection does not create a safety, operational, or weaving hazard. In such
cases, application for more than a single connection shall be examined as non-conforming
connections.
3.10.2 The distance to the first median opening shall be at least 1320 feet as measured from
the end of taper of the egress ramp.
3. 10.3 Connections and median openings meeting spacing standards may not be permitted in
the location requested in the permit application if the Permitting Authority determines,
based on traffic engineering principles, the engineering and traffic information
provided in the permit application shows that the capacity, safety, or operation
characteristics of the interchange or the limited access highway or roadway would be
adversely affected.
3.11 Locations for proposed signalization meeting signal warrants which are intervals closer
than the standard for the access class for the roadway segment shall be considered by
the Permitting Authority but may only be approved where the need for such signals is
clearly demonstrated for the safety and operational characteristics of the roadway based
on Permitting Authority review of the Traffic and Signal information provided by the
applicant in the connection permit application. Refer to Section Seven for additional
requirements.
3.12 Unsignalized Full Median openings shall not be approved in any locations with six or
more lanes of traffic.
Section Four: Access Class Descriptions and Standards
4.01 The access classification system and standards are shown in Table 1. The Access
Management Classifications are arranged from the most restrictive (Class 1) to the
least restrictive (Class 7). The standards for each class are differentiated where the
posted speed limit is greater or equal to 45 mph as distinguished from where the posted
speed limit is less than 45 mph. The general descriptions for Access Management
Classifications 1 through 7 for County roadways is as follows:
4.01.1 Access Class I, Limited Access Roadways. These highways do not provide direct
property connections. Roadways in this class provide for efficient and safe high speed
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and high volume traffic movements, serving interstate, interregional, intercity, and to
a lesser degree, intracity travel needs.
4.01.2 Access Class 2, Controlled Access Roadways. These are highly controlled access
facilities distinguished by the ability to serve high speed and high volume traffic over
long distances in a safe and efficient manner. These roadways are distinguished by a
system of existing or planned service roads or other lower class roadway connections to
provide for localized access.
4.01.3 Access Class 3, Arterials and Collectors, divided. These facilities are controlled access
facilities where direct access to abutting land will be controlled to maximize the operation
of the through traffic movement. This class will be used where existing land uses and
roadway sections have not completely built out to the maximum land use or roadway
capacity or where the probability of significant land use change in the near future is high.
These roadways will be distinguished by existing or planned median restrictions and
maximum distance between traffic signals and driveway connections.
4.01.4 Access Class 4, Arterials and Collectors, undivided. These facilities are controlled access
facilities where direct access to abutting land will be controlled to maximize the operation
of the through traffic movement. This class will be used where existing land uses and
roadway sections have not completely built out to the maximum land use or roadway
capacity or where the probability of significant land use change in the near future is high.
These roadways will be distinguished by existing or planned non-restrictive median
treatments or no median treatments.
4.01.5 Access Class 5, Arterials and Collectors, divided. This class will be used where existing
land uses and roadway sections have been built out to a greater extent than those roadways
segments classified as Access Class 3 and 4 and where the probability of major land use
change is not as high as those roadway segments classified as Class 3 and 4. These
roadways will be distinguished by existing or planned median restrictions.
4.01.6 Access Class 6, Arterials and Collectors, undivided. This class will be used where
existing land uses and roadway sections have been built out to a greater extent than those
roadway segments classified as Access Class 3 and 4 and where the probability of
major land use change is not as high as those roadway segments classified as Class 3 and
4. These roadways will be distinguished by existing or planned non-restrictive median
treatments or no median treatments.
4.01.7 Access Class 7, Arterials and Collectors, divided and undivided. This class shall only
be used in urbanized areas where existing land use and roadway sections are built out to
the maximum intensity and where significant land use or road widening will be limited.
This class shall be assigned where there is little intended purpose of providing for high-
speed travel. These roadways can have restrictive,non-restrictive or no median treatments.
Section Five: Assignment of an Access Classification to all Arterial and Collector Roadways
Access Management Classifications (Class 1 through 7 as defined in Section Four) are based
on the criteria detailed in Section 5.02. These criteria take into account the functional
classifications as well as other disparate traffic characteristics. It is the intent of this Section
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Five to assign classification to roadways and to individual roadway segments that is consistent
with sound planning principles and engineering practices.
5.01 Facilities that are functionally classified by the County as Arterials or Collectors shall
be assigned one of the Access Management Classes 2 through 7 except for State
Highways which shall be classified by the Florida Department of Transportation using
their own criteria and where the Board of County Commissioners has taken or may
take future action to designate specific facilities as Limited-Access or Controlled-
Access facilities and include the effective areas (0.5 miles east/west or north/south) of
all overpasses. The assignment of classification to a specific segment of roadway
shall be the responsibility of the Transportation Management Services Department
with ultimate approval by the Board of County Commissioners.
5.02 The classification decision shall take into consideration the potential for the desired
access management classification and standards to be achieved based on existing land
use, probability for land use change, adopted future roadway plans, and on ultimate
roadway cross sections identified in the adopted plans. The assignment of a
classification shall take into account consideration the following factors:
5.02.1 The current and potential functional classification of the roadway;
5.02.2 Existing and projected future traffic volumes;
5.02.3 Existing and projected state, local and Metropolitan Planning Organization transportation
plans and needs, including consideration of new or improved parallel facilities;
5.02.4 Drainage requirements;
5.02.5 Adjacent land use characteristics(existing and projected);
5.02.6 Local land use plans, zoning and land development regulations as set forth in the
Growth Management Plan;
5.02.7 Type and volume of traffic requiring access;
5.02.8 Operational aspects including corridor and intersection accident history;
5.02.9 Availability of reasonable access to an arterial or collector roadway by way of adjacent
local streets as an alternative to a direct connection to an arterial or collector;
5.02.10 Cumulative effect of existing and projected connections on the arterials' or
collectors'ability to provide safe and efficient movement of people and goods within
the County.
5.03 Table 3 depicts the assigned Access Management Class based on the criteria enumerated
in section 5.02 for all existing and presently proposed major collectors and arterials and
includes the updated "present" classification and "future" classification columns. This
update to the future classification column is based on the review and update of the current
roadway characteristics of the facilities.
5.04 Activity Center access management plans are defined in the Land Development Code
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but are subject to review and approval on a case-by-case basis as land use proposals for
development and redevelopment are submitted. The access shall be considered with the
intent to provide for the preservation of capacity and the safety of the traveling Public.
Section Six: Review and Modification of Classifications
6.01 The Transportation Management Services Department shall review the Access
Management Classifications for specific segments of arterial and collector roadways
when a major change in any of the factors noted herein have occurred or annually,
whichever occurs first. The review shall take the same form and procedure as outlined
in Section Five of this Policy.
6.02 A written request may be made by any person or organization to the Transportation
Management Services Department Head or designee that the Transportation Management
Services Department to review the access classification of any specific segment(s) of an
arterial or collector roadway at any time. Such written request shall include the specific
basis to justify why the change in the roadway segment classification is being sought, and
shall indicate the desired roadway segment classification and the specific justification
therefore, based on the criteria herein. The Department Head shall consider each such
request, coordinating with the appropriate organizations and committees named herein,
and may initiate a study to determine if the reclassification should be approved,approved
in a modified form,or denied under criteria outlined herein. Said proposed reclassification
shall be submitted to the Board of County Commissioners of Collier County with
appropriate background data for final adoption or denial.
Section Seven: Access and Traffic Signal Spacing Standards Deviations and Waivers
7.01 If the access and traffic signal spacing standards cannot be achieved, or the standards
can be achieved but the applicant wishes to propose an alternative, then the following
shall apply:
7.02 Requests for deviation from access and traffic signal spacing standards under ten
percent (10%) of the allowable spacing standard or 100 feet, whichever is less, may
be authorized by the Transportation Management Services Department Head or
designee and must be supported by documentation that shows the deviation would not
create a safety or operational problem on the public road.
7.03 Requests for deviation of ten percent (10%) or more of the allowable access and/or
traffic signal spacing standard shall require an access management plan supported by
an engineering study, signed and sealed by a professional engineer registered in the
State of Florida, that demonstrates how the public is better served, and not just the
applicant or clients or customers, and how the plan ensures safe access and circulation
for pedestrians, cyclists, and vehicles. At a minimum the engineering study should
include the following:
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7.03.1.1 The posted speed limit on the existing roadway
7.03.1.2 The projected peak hour volumes on the existing roadway
7.03.1.3 The projected total peak hour volumes entering and exiting the proposed
development
7.03.1.4 The projected peak hour U-turn volume if the non-conforming access point is
denied
7.03.1.5 The number of proposed conforming access points
7.03.1.6 The number of proposed nonconforming access points
7.03.1.7 The type of non-conforming access points that are being proposed(directional
median opening, full median opening)
7.03.1.8 The distances to adjacent median openings
7.03.1.9 The distances to adjacent signalized intersections
7.03.1.10 The additional distance that vehicles would need to travel if the non-
conforming access point is denied
7.03.1.11 A figure illustrating the location of the requested access points and spacing
between the adjacent access points
7.03.1.12 A Safety Analysis that demonstrates the requested deviation will not result in
an increase in crash rates within the area of influence
7.03.1.13 An Operational Analysis that demonstrates the requested deviation would not
result in excessive delays and or queueing within the area of influence.
7.03.2 A methodology meeting shall be held to review the proposed engineering study
methodology, identify the area of influence, and determine if there are any additional
requirements. The methodology must be approved by the Transportation Management
Services Department Head, or designee.
7.03.2.1 The access management requests shall result in an access management plan/
engineering study which will be reviewed and evaluated by the Transporatation
Management Services Department Head, or designee. The plan shall be approved
or denied in coordination with FDOT where access is requested to a state-maintained
roadway. The acceptance of any alternative access plan developed in accordance
with this section shall be based upon maximum achievement of the purpose and
intent of this policy and other applicable County requirements.
7.03.2.2 The traffic signal requests shall result in a traffic signal plan / engineering
study which shall be reviewed and evaluated by a group designated for traffic signal
plan reviews by the Transportation Management Services Department Head, or
designee. The traffic signal plan review group may include representatives from
various disciplines including but not limited to: Transportation Engineering, Traffic
Page 10 of 12
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168 2
Operations, Transportation Planning, Development Review, and Collier County
Sherrif's Office. The traffic signal plan shall be approved or denied based on the
merits of the engineering study and the analysis and determination of the review
group.
Section Eight: Amendments
8.01 This Policy may be amended from time to time by Resolution of the Collier County
Board of County Commissioners.
Page 11 of 12
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1 6 B 2
ARTERIAL & COLLECTOR CLASSIFIED ROADWAYS
MINIMUM CORNER CLEARANCES
(REFER TO TABLE 2)
1
i
.) \
A —, D 1
L ) 1
UNDIVIDED �---
ROADWAY
-
1 /
� 1
DIVIDED
ROADWAY
FIGURE 1
Page 12 of 12
CACI
16B 2
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
Original Segment Lanes and Present
IOU ID# Road U Roadway From To Length Roadway Class Future Class
(Miles) Division
1.0 1.0 CR31 Airport Pulling Road Immokalee Rd. Vanderbilt Beach Rd. 2.0 4D 3 3
2.0 2.1 CR31 Airport Pulling Road Vanderbilt Beach Rd. Orange Blossom Dr. 0.8 6D 5 5
3.0 2.2 CR31 Airport Pulling Road Orange Blossom Dr. Pine Ridge Rd. 1.4 6D 5 5
4.0 3.0 CR31 Airport Pulling Road Pine Ridge Rd. Golden Gate Pkwy. 2.6 6D 5 5
5.0 4.0 CR31 Airport Pulling Road Golden Gate Pkwy. Radio Rd. 1.4 6D 5 5
6.0 5.0 CR31 Airport Pulling Road Radio Rd. Davis Blvd. 1.0 6D 5 5
7.0 6.0 CR31 Airport Pulling Road Davis Blvd. US 41 0.8 6D 5 5
8.0 7.0 Bayshore Drive US 41 Thomasson Dr. 1.5 4D S 5
9.0 N/A Beck Boulevard Collier Blvd. Bush Blvd. 0.3 4D 3 3
10.0 N/A Beck Boulevard Bush Blvd. Benfield Rd. 1.1 2U 4 3
11.0 8.0 CR865 Bonita Beach Road Hickory Blvd. West of Vanderbilt Dr. 1.4 4D 5 5
12.0 61.0 Camp Keais Road Oil Well Rd. Immokalee Rd. 5.7 2U 4 4
13.0 9.0 Carson Road Lake Traford Rd. Immokalee Dr. 0.5 2U 4 4
14.0 N/A CR951 Collier Boulevard Torre Vista East North of Addison Place Dr 0.7 2U 3 3
15.0 N/A CR951 Collier Boulevard North of Addison Place Dr Immokalee Rd. 0.2 4D 3 3
16.0 30.1 CR951 Collier Boulevard Immokalee Rd. Vanderbilt Beach Rd. 2.0 6D 3 3
17.0 30.2 CR951 Collier Boulevard Vanderbilt Beach Rd. Golden Gate Blvd. 1.0 6D 3 3
18.0 31.1 CR951 Collier Boulevard Golden Gate Blvd. Pine Ridge Rd. 1.1 6D 3 3
19.0 31.2 CR951 Collier Boulevard Pine Ridge Rd. Green Blvd. 0.9 6D 3 3
20.0 32.1 CR951 Collier Boulevard Green Blvd. Golden Gate Pkwy. 1.0 4D 3 3
21.0 32.2 CR951 Collier Boulevard Golden Gate Pkwy. Golden Gate Canal 1.0 4D 3 3
22.0 32.3 CR951 Collier Boulevard Golden Gate Canal 1-75 0.5 8D 3 3
23.0 33.0 CR951 Collier Boulevard 1-75 Davis Blvd. 0.5 8D 3 3
24.0 34.0 CR951 Collier Boulevard Davis Blvd. Rattlesnake Hammock Rd. 3.1 6D 3 3
25.0 35.0 CR951 Collier Boulevard Rattlesnake Hammock Rd. US 41 3.4 6D 3 3
26.0 N/A SR951 Collier Boulevard US 41 Manatee Rd. 1.0 6D 3 3
27.0 N/A SR951 Collier Boulevard Manatee Rd. Marco Island Bridge 5.6 4D 3 3
28.0 10.0 County Barn Road Davis Blvd. Rattlesnake Hammock Rd. 2.0 2U 6 6
29.0, N/A CR29 County Road 29 US 41 Camellia St. 3.4 2U 4 4
30.0 N/A CR29 County Road 29 Camellia St. Oyster Bar Ln. 1.4 4D 3 3
31.0 N/A CR29 County Road 29 Oyster Bar Ln. Chokoloskee Dr. 3.2 2U 4 4
32.0 12.0 SR84 Davis Boulevard US 41 Airport-Pulling Rd. 1.0 6D 5 5
33.0 13.0 SR84 Davis Boulevard Airport-Pulling Rd. Lakewood Blvd. 0.6 4D 5 5
34.0 14.0 SR84 Davis Boulevard Lakewood Blvd. County Barn Rd 1.7 4D 5 5
35.0 15.0 SR84 Davis Boulevard County Barn Rd. Santa Barbara Blvd. 0.8 4D 5 5
36.0 16.1 SR84 Davis Boulevard Santa Barbara Blvd. Radio Rd. 1.8 6D 5 5
37.0 16.2 SR84 Davis Boulevard Radio Rd. Collier Blvd. 0.7 6D 5 5
38.0 137.0 Desoto Boulevard 1-75 Golden Gate Blvd. 5.3 2U 4 4
39.0 138.0 Desoto Boulevard Golden Gate Blvd. Oil Well Rd. 4.3 2U 4 4
40.0 N/A Devonshire Boulevard Radio Rd. Santa Barbara Blvd. 0.4 4D 5 5
41.0 134.0 Everglades Boulevard 1-75 Golden Gate Blvd. 5.4 2U 4 4
42.0 135.0 Everglades Boulevard Golden Gate Blvd. Vanderbilt Beach Rd. 1.3 2U 4 3
42.5 135.0 Everglades Boulevard Vanderbilt Beach Rd. Oil Well Rd. 3.0 4D 4 3
43.0 136.0 Everglades Boulevard Oil Well Rd. Immokalee Rd. 5.0 2U 4 3
44.0 17.0 CR876 Golden Gate Boulevard Collier Blvd. Wilson Blvd. 5.0 4D 3 3
45.0 123.0 CR876 Golden Gate Boulevard Wilson Blvd. 16th St. 2.0 4D 3 3
46.0 123.1 CR876 Golden Gate Boulevard 16th St. Everglades Blvd. 1.8 4D 3 3
47.0 124.0 CR876 Golden Gate Boulevard Everglades Blvd. Desoto Blvd. 1.8 2U 4 4
48.0 18.0 CR886 Golden Gate Parkway US 41 Goodlette-Frank Rd. 0.5 6D 3 3
49.0 19.0 CR886 Golden Gate Parkway Goodlette Frank Rd. Airport-Pulling Rd. 1.6 6D 3 3
50.0 20.1 CR886 Golden Gate Parkway Airport-Pulling Rd Livingston Rd. 1.0 6D 3 3
51.0 20.2 CR886 Golden Gate Parkway Livingston Rd. 1-75 1.0 6D 3 3
52.0 21.0 CR886 Golden Gate Parkway 1-75 Santa Barbara Blvd. 1.0 6D 3 3
53.0 22.0 CR886 Golden Gate Parkway Santa Barbara Blvd. Collier Blvd. 2.2 4D 5 5
54.0 23.0 CR851 Goodlette-Frank Road Immokalee Rd. Vanderbilt Beach Rd. 1.8 2U 3 3
55.0 24.1 CR851 Goodlette-Frank Road Vanderbilt Beach Rd. Orange Blossom Dr. 0.9 4D 3 3
Table 3-Page 1of4 /�
CAC
168 2
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
Dri maI r•'. Segment Lanes and
resen
ID# ID Road# Roadway i • From To Length Roadway Press t Future Class
(Miles) Division
56.0 24.2 CR851 Goodlette-Frank Road Orange Blossom Dr. Pine Ridge Rd. 1.5 4D 3 3
57.0 25.0 CR851 Goodlette-Frank Road Pine Ridge Rd. Golden Gate Pkwy. 2.6 6D 5 5
58.0 26.0 CR851 Goodlette-Frank Road Golden Gate Pkwy. US 41 2.0 6D 5 5
59.0 N/A Grand Lely Drive Rattlesnake Hammock Rd. Collier Blvd. 2.1 4D 3 3
60.0 N/A Green Boulevard Santa Barbara Blvd. Sunshine Blvd. 1.0 2U 6 6
61.0 N/A Green Boulevard Sunshine Blvd. Collier Blvd. 1.0 4D 3 3
62.0 29.0 Gulfshore Drive 111th Ave.N. Vanderbilt Beach Rd. 1.3 2U 7 7
63.0 N/A Hacienda Lakes Parkway Collier Blvd. Carmen Dr. 0.5 2U 4 4
64.0 39.0 CR846 Bluebill Avenue(Immokalee Rd.) Gulfshore Dr. Vanderbilt Dr. 0.5 2U 6 6
65.0 40.0 CR846 111th Avenue N.(Immokalee Rd.) Vanderbilt Dr. US 41 1.0 2U 6 6
66.0 N/A CR846 Immokalee Road US 41 Airport-Pulling Rd. 2.0 6D 5 5
67.0 42.1 CR846 Immokalee Road Airport-Pulling Rd. Livingston Rd. 1.0 6D 3 3
68.0 42.2 CR846 Immokalee Road Livingston Rd. 1-75 0.6 6D 3 3
69.0 43.1 CR846 Immokalee Road 1-75 Logan Blvd. 1.5 6D 3 3
70.0 43.2 CR846 Immokalee Road Logan Blvd. Collier Blvd. 1.9 6D 3 3
71.0 44.0 CR846 Immokalee Road Collier Blvd. Wilson Blvd. 5.1 6D 3 3
72.0 45.0 CR846 Immokalee Road Wilson Blvd. Oil Well Rd. 1.6 6D 3 3
73.0 N/A CR846 Immokalee Road Oil Well Rd. Shady Hollow Blvd. 1.4 3D/4D 3 3
74.0 N/A CR846 Immokalee Road Shady Hollow Blvd. Carver St 17.4 2U 4 3
75.0 N/A CR846 Immokalee Road Carver St SR 29 0.6 4D 3 3
76.0 N/A Lake Trafford Road Pepper Rd. Carson Rd. 1.9 2U 4 4
77.0 N/A Lake Trafford Road Carson Rd. N 9th St. 1.5 2U 6 6
78.0 N/A Lely Cultural Parkway Grand Lely Dr. Collier Blvd. 1.0 4D 3 3
79.0 N/A Lely Resort Boulevard US 41 Grand Lely Dr. 1.6 4D 3 3
80.0 N/A CR881 Livingston Road Lee County Line Immokalee Rd. 3.3 4D/6D 3 3
81.0 52.0 CR881 Livingston Road Immokalee Rd. Vanderbilt Beach Rd. 2.0 6D 3 3
82.0 53.0 CR881 Livingston Road Vanderbilt Beach Rd. Pine Ridge Rd. 2.2 6D 3 3
83.0 54.0 CR881 Livingston Road Pine Ridge Rd. Golden Gate Pkwy. 2.6 6D 3 3
84.0 55.0 CR881 Livingston Road Golden Gate Pkwy. Radio Rd. 1.4 6D 3 3
85.0 N/A Logan Boulevard Lee County Line Immokalee Rd. 3.2 2U 4 4
86.0 50.0 Logan Boulevard Immokalee Rd. Vanderbilt Beach Rd. 2.0 2U 4 4
87.0 48.0 Logan Boulevard Vanderbilt Beach Rd. Pine Ridge Rd. 2.2 2U 4 3
88.0 49.0 Logan Boulevard Pine Ridge Rd. Green Blvd. 0.9 4D 3 3
89.0 N/A Manatee Road Collier Blvd. US 41 1.5 2U 4 4
90.0 N/A Massey Street Vanderbilt Beach Rd. Tree Farm Rd. 1.0 2U 4 4
91.0 58.0 N.1st Street Main St. New Market Rd. 0.6 2U 6 6
92.0 N/A Naples Boulevard Pine Ridge Rd. Airport-Pulling Rd. 0.9 4D 5 5
93.0 59.0 New Market Road E Main St. SR 29 2.2 2U 6 6
94.0 N/A Oil Well Grade Road Oil Well Rd. Immokalee Rd. 5.6 2U 4 4
95.0 119.0 CR858 Oil Well Road Immokalee Rd. Everglades Blvd. 3.0 4D 3 3
96.0 120.0 CR858 Oil Well Road Everglades Blvd. Desoto Blvd. 1.8 2U 4 3
97.0 121.1 CR858 Oil Well Road Desoto Blvd. Oil Well Grade Rd. 2.1 2U 4 3
98.0 121.2 CR858 Oil Well Road Oil Well Grade Rd. Ave Maria Blvd. 3.1 4D 3 3
99.0 122.0,CR858 Oil Well Road Ave Maria Blvd. SR 29 5.7 2U 4 3
100.0 122.0 CR858 Oil Well Road SR 29 Hendry County Line 4.7 2U 4 3
101.0 62.0 CR887 Old US 41 US 41 Lee County Line 1.5 2U 6 6
102.0 142.0 Orange Blossom Drive Goodlette-Frank Rd. Airport Rd. 1.4 2D 5 5
103.0 N/A Orange Blossom Drive Airport Rd. Bridgewater Bay Blvd. 0.7 2U 6 6
104.0 N/A Orange Blossom Drive Bridgewater Bay Blvd. Livingston Rd. 0.3 2D 5 5
105.0 63.0 CR896 Seagate Drive(Pine Ridge Rd.) Crayton Rd. US 41 0.5 4D 3 3
106.0 64.0 CR896 Pine Ridge Road US 41 Goodlette-Frank Rd. 0.5 6D 3 3
107.0 65.0 CR896 Pine Ridge Road Goodlette-Frank Rd. Shirley St. 0.7 6D 3 3
108.0 66.0 CR896 Pine Ridge Road Shirley St. Airport-Pulling Rd. 0.8 6D 3 3
109.0 67.1 CR896 Pine Ridge Road Airport-Pulling Rd. Livingston Rd. 1.0 6D 3 3
110.0 67.2 CR896 Pine Ridge Road Livingston Rd. 1-75 0.9 6D 3 3
111.0 68.0 CR896 Pine Ridge Road 1-75 Logan Blvd. 1.2 6D 3 3
Table 3-Page 2of4 CAO
16B 2
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
Segment Lanes and
ID# Original Road# Roadway From To Length Roadway Present Future Class
ID# Class
(Miles) Division
112.0 125.0 CR896 Pine Ridge Road Logan Blvd. Collier Blvd. 1.9 4D 3 3
113.0 N/A Pristine Drive Vanderbilt Beach Rd. Wolfe Rd. 0.5 2U 4 4
114.0 69.0 CR856 Radio Road Airport-Pulling Rd. Livingston Rd. 1.0 4D 5 5
115.0 70.0 CR856 Radio Road Livingston Rd. Santa Barbara Blvd. 2.0 4D 5 5
116.0 71.0 CR856 Radio Road Santa Barbara Blvd. Davis Blvd. 1.3 4D 3 3
117.0 132.0 Randall Boulevard Immokalee Rd. Everglades Blvd. 3.4 2U 4 4
118.0 133.0 Randall Boulevard Everglades Blvd. Desoto Blvd. 1.8 2U 4 4
119.0 N/A,CR864 Thomasson Drive(Rattlesnake) Bayshore Dr. Saba Dr. 0.9 2U 4 4
120.0 N/A CR864 Thomasson Drive(Rattlesnake) Saba Dr. US 41 0.5 2D/4D 5 5
121.0 72.0 CR864 Rattlesnake Hammock Road US 41 Charlemagne Blvd. 0.8 4D 5 5
122.0 73.0 CR864 Rattlesnake Hammock Road Charlemagne Blvd. County Barn Rd. 0.4 4D 5 5
123.0 74.0 CR864 Rattlesnake Hammock Road County Barn Rd. Santa Barbara Blvd. 0.8 4D 5 5
124.0 75.0 CR864 Rattlesnake Hammock Road Santa Barbara Blvd. Collier Blvd. 1.9 6D 3 3
125.0 N/A CR864 Rattlesnake Hammock Road Collier Blvd. Azure Way 0.9 4D 3 3
126.0 76.0 Santa Barbara Boulevard Green Blvd. Golden Gate Pkwy. 1.7 4D 3 3
127.0 77.0 Santa Barbara Boulevard Golden Gate Pkwy. Radio Rd. 1.4 6D 3 3
128.0 78.0 Santa Barbara Boulevard Radio Rd. Davis Blvd. 1.0 6D 3 3
129.0 79.0 Santa Barbara Boulevard Davis Blvd. Rattlesnake Hammock Rd. 2.0 6D 3 3
130.0 N/A San Marco Road Goodland Dr. US 41 6.7 2U 4 4
131.0 144.0 Shadowlawn Drive US 41 Davis Blvd. 0.6 2U 7 7
132.0 80.0 SR29 State Road 29 US 41 Wagon Wheel Rd. 3.8 2U 4 4
133.0 81.0 SR29 State Road 29 Wagon Wheel Rd. 1-75 13.1 2U 4 4
134.0 82.0 SR29 State Road 29 1-75 Oil Well Rd. 10.2 2U 4 3
135.0 83.0 SR29 State Road 29 Oil Well Rd. CR 846 9.6 2U 4 3
136.0 84.0 SR29 State Road 29 CR 846 9th St. 1.0 4D 7 7
137.0 85.0 SR29 State Road 29 9th St. Newmarket Rd. 1.9 3U 6 6
138.0 86.0 SR29 State Road 29 Newmarket Rd. SR 82 3.0 2U 4 3
139.0 87.0 SR29 State Road 29 SR 82 Hendry County Line 2.1 2U 4 3
140.0 88.0 SR82 State Road 82 SR 29 Lee County Line 5.0 2U 4 4
141.0 98.0 US41 Tamiami Trail North Lee County Line Wiggins Pass Rd. 1.5 6D 3 3
142.0 99.0 US41 Tamiami Trail North Wiggins Pass Rd. Immokalee Rd. 1.5 6D 3 3
143.0 100.0 US41 Tamiami Trail North Immokalee Rd. Vanderbilt Beach Rd. 1.5 6D 5 5
144.0 101.0 US41 Tamiami Trail North Vanderbilt Beach Rd. Gulf Park Dr. 1.3 6D 5 5
145.0 102.0 US41 Tamiami Trail North Gulf Park Dr. Pine Ridge Rd. 1.7 6D 5 5
146.0 N/A US41 Tamiami Trail North Pine Ridge Rd. Golden Gate Pkwy. 2.7 6D 5 5
147.0 N/A US41 Tamiami Trail North Golden Gate Pkwy. 9th St. 0.9 6D 5 5
148.0 N/A US41 Tamiami Trail East 9th St. Goodlette-Frank Rd. 0.3 6D 5 5
149.0 N/A US41 Tamiami Trail East Goodlette-Frank Rd. Davis Blvd. 0.6 8D 5 5
150.0 91.0 US41 Tamiami Trail East Davis Blvd. Airport-Pulling Rd. 1.3 6D 5 5
151.0 92.0 US41 Tamiami Trail East Airport-Pulling Rd. Rattlesnake Hammock Rd. 1.7 6D 5 5
152.0 N/A US41 Tamiami Trail East Rattlesnake Hammock Rd. Barefoot Williams Rd. 4.0 6D 3 3
153.0 N/A US41 Tamiami Trail East Barefoot Williams Rd. Collier Blvd. 1.3 6D 3 3
154.0 95.1 US41 Tamiami Trail East Collier Blvd. Joseph Ln. 2.9 6D 3 3
155.0 95.2 US41 Tamiami Trail East Joseph Ln. Greenway Rd. 0.5 4D 3 3
156.0 95.3 US41 Tamiami Trail East Greenway Rd. San Marco Dr. 4.7 2U/2D 4 4
157.0 96.0 US41 Tamiami Trail East San Marco Dr. SR 29 15.7 2U 4 4
158.0 97.0 US41 Tamiami Trail East SR 29 Dade County Line 32.3 2U 4 4
159.0 N/A Tree Farm Road Collier Blvd. Woodcrest Dr. 1.0 2U 4 4
160.0 N/A Triangle Boulevard US 41 Collier Blvd. 0.4 2D 3 3
161.0 109.0 CR862 Vanderbilt Beach Road Gulfshore Dr. US 41 1.3 2U/4D 5 5
162.0 110.1 CR862 Vanderbilt Beach Road US 41 Goodlette-Frank Rd. 0.9 4D 3 3
163.0 110.2 CR862 Vanderbilt Beach Road Goodlette-Frank Rd. Airport-Pulling Rd. 1.2 4D/6D 3 3
164.0 111.1 CR862 Vanderbilt Beach Road Airport-Pulling Rd. Livingston Rd. 1.0 6D 3 3
165.0 111.2 CR862 Vanderbilt Beach Road Livingston Rd. Logan Blvd. 2.1 6D 5 5
166.0 112.0 CR862 Vanderbilt Beach Road Logan Blvd. Collier Blvd. 1.9 6D 3 3
167.0 N/A CR862 Vanderbilt Beach Road Collier Blvd. Wilson Blvd. 5.2 6D 3 3
Table 3-Page 3 of 4 / A
168 2
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
Segment Lanes and
Original Present
ID# ID# Road# Roadway From To Length Roadway Class Future Class
(Miles) Division
168.0 N/A CR862 Vanderbilt Beach Road Wilson Blvd. 16th St. 2.0 2U 3 3 1
169.0 N/A CR862 Vanderbilt Beach Road 16th St. Everglades Blvd. 1.8 2U 3 _ 3
170.0 N/A CR901 Vanderbilt Drive Lee County Line Wiggins Pass Rd. 1.5 2U 4 4
171.0 115.0 CR901 Vanderbilt Drive Wiggins Pass Rd. Immokalee Rd. 1.5 2U 4 4
172.0 N/A Veterans Memorial Boulevard US 41 Livingston Rd. 2.6 4D 3 3
173.0 116.0 Westclox Street Carson Rd. SR 29 1.0 2U 4 4
174.0 116.0 Wildflower Way St.Andrews Blvd. Lely Resort Blvd. 1.6 2D/4D 3 3
175.0 117.0 CR888 Wiggins Pass Road Vanderbilt Dr. US 41 1.0 2U 4 4
176.0 118.0 Wilson Boulevard Immokalee Rd. Golden Gate Blvd. 3.2 2U 4 4
177.0 N/A Whipporwill Lane Stratford Ln. Pine Ridge Rd. 0.8 2U 4 4
178.0 N/A Wolfe Road Pristine Dr. Collier Blvd. 0.4 2U 4 4
179.0 N/A Woodcrest Drive Tree Farm Rd. Immokalee Rd. 1.0 2U 4 4
Table3-Page4of4 CAO