Agenda 08/26/2025 Item #16B 2 (Resolution - Superseding Resolution 2025-133 Amending the County's Access Management Policy for Arterial and Collector Roadways in Collier County)8/26/2025
Item # 16.B.2
ID# 2025-2417
Executive Summary
Recommendation to approve a Resolution superseding Resolution Number 25-133 amending the County’s Access
Management Policy for Arterial and Collector Roadways in Collier County by revising Exhibit A, specifically Table 1
and Table 3.
OBJECTIVE: To obtain Board of County Commissioners (the “Board”) approval of a Resolution superseding
Resolution No. 25-133 to amend the County’s Access Management Policy for Arterial and Collector Roadways (the
“Policy”) to correct Table 1 and Table 3 to accurately reflect the original intent and ensure consistency with Section 4.01
of the Policy.
CONSIDERATIONS: On July 8, 2025, the Board adopted Resolution No. 2025-133, approving updates to the Access
Management Policy for Arterial and Collector Roadways in Collier County and amending Resolution 2013-257. Section
4.01 of the Policy correctly differentiates access standards based on posted speed limits (greater than or equal to 45 mph
/ less than 45 mph). However, Table 1 of Exhibit A adopted by Resolution No. 25-133, inadvertently included edits to
this language with strike-through and underline formatting. This resulted in an unintended edit to the speed threshold
language and a conflict with the current Policy and the body of the Resolution. Table 1 was intended to adjust only the
minimum connection and spacing distances and match the language in Section 4.01.
This agenda item is intended to correct the language in Table 1 to state: Greater than or equal to 45 mph / less than
45mph to be consistent with the Collier County Policy established in 2001 and confirmed in 2013. It is noted that the
original Collier County Policy in 1992 was based on the Florida Department of Transportation standards; however, all
amendments to the Collier County Policy were based on local standards for operational safety and efficiency. It is
further noted that over 60% of the roadways in Collier County’s Access Management Policy operate at a posted speed
limit of 45 mph. Therefore, this is a critical distinction.
Additionally, Table 3 of Exhibit A, adopted by Resolution No. 25-133, includes columns that may lead to further
ambiguity regarding the posted speed limit language and Policy application. The intent of Table 3 is to identify the
present and future classification of roadways in a concise manner.
These revisions do not constitute a substantive change to the Policy as adopted in Resolution No. 2025-133 and are
intended solely to correct formatting and clarify Policy language related to posted speed limits. Marked-up and corrected
versions of both Table 1 and Table 3 are attached for reference and clarification.
This item is consistent with the Collier County strategic plan objective to design and maintain an effective transportation
system to reduce traffic congestion and improve the mobility of our residents and visitors.
FISCAL IMPACT: There is no expected fiscal impact associated with this update of the Functional Classification of
Roadways.
GROWTH MANAGEMENT IMPACT: This action is consistent with Objective 7 of the Transportation Element of
the Collier County Growth Management Plan by providing for safe and convenient access between adjoining properties
and encouraging safe and convenient traffic circulation within and between future developments.
LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires a majority vote for approval.
- CLD
RECOMMENDATIONS: For the Board to approve the attached Resolution superseding Resolution No. 2025-133 and
authorize the chair to execute the Resolution and to accept the updated Access Management Classification tables,
Functional Classification of Roadways and Service Volume Policy for Collier County’s transportation network.
Page 1579 of 4682
8/26/2025
Item # 16.B.2
ID# 2025-2417
PREPARED BY: Lorraine Lantz, Transportation Planning Manager, Transportation Engineering
ATTACHMENTS:
1. Resolution 2025-133
2. Access Management Resolution with Exhibit A
3. Access Management - Table 1 Corrected and Marked Up
4. Access Management - Table 3 Corrected and Marked Up
Page 1580 of 4682
RESOLUTION NO. 2025 -1 33
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER
COUNTY, FLORIDA, SUPERSEDING RESOLUTION NUMBER 13-257, 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 13-257, 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 13-257, adopted November 12, 2013, is superseded and replaced by this
Resolution and attached Exhibit "A" with reference tables, amending the prior policy.
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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
day of 2025.
ATTEST:
CRYSTAL K:,KWL,Clerk BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: -- By: /4
Attest 6s;,t,•C mad'peputy Clerk Burt Saunders, Chair
w
Approved a. o foi i nd ity:
By:
Jeffrey . KI kow, County Attorney
Page 1582 of 4682
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.
Table 1
Access Classification and Standards
Minimum Signal
Access Facility Features(Median Treatment Minimum Connection
Minimum Median Opening Spacing Spacing(mile)(feet)
Class and Access Roads) Spacing(feet)(2)(3)2)
Directional
Full(feet)(2)Ll
feet)(2)
2 Controlled Access 1320/660 1320 2640 OS 2640
3 Arterials,divided 6684330 660/440 660 1320 4320 2640 0:5 2640
4 Arterials,undivided 6604330 660/440 N/A N/A 9-5 2640
5 Arterials,divided 330/220 440/245 440 660 1320/-660 2640/1320 0.54.2.5 2640/1320
6 Arterials,undivided 330/220 440/245 N/A N/A 0,24 1320
7 Arterials,divided and undivided 125 330 440 660 8:25 1320
Posted Speed>45mph/Posted Speed 545mph)
Notes: (1)Section Four of this Policy contains supplementary and more detailed instruction for use of these standards.
2)These minimum spacing standards may not be adequate if auxiliary lanes and storage is required.
3)Single properties with frontages exceeding the minimum spacing criteria may not necessarily receive permits for the
maximum number of possible connections.
4)Spacing standards for full median openings only apply to areas with less than six lanes of traffic.
Unsignalized full median openings shall not be approved in any locations with six or more lanes of traffic.
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 comer 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
1 Refer to Figure 1.
2 Subject to case-by-case analysis, may be increased depending on traffic characteristics and
intersection geometry
3Access Class 7 may use the measurement in parenthesis.
4 Connection by design will effectively eliminate unpemmitted movements.
3.10 Connections and median openings located within the 'A 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 'h 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 3 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
Page 1592 of 4682
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
Page 1593 of 4682
ARTERIAL & COLLECTOR CLASSIFIED ROADWAYS
MINIMUM CORNER CLEARANCES
REFER TO TABLE 2)
jjk I
A
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FIGURE 1
Page 12 of 12
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Page 1598 of 4682
RESOLUTION NO.2025.
A R-E,SOLI]TION OF THE BOAR-D 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 classifu
roadways based on established characteristics in order to increase the capacity of these roads,
manage congestion and reduce crashes that improve the functionality ofthe 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- l 33, 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 luly 8,2025, is superseded and replaced by this
Resolution and attached Exhibit "A" with reference tables, amending the prior policy.
Page 1599 of 4682
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 ofall development projects.
This Resolution adopted after motion, second, and majority vote favoring same this _ day
of 2025.
ATTEST:
CRYSTAL K. KINZEL, Clerk BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:By,
Deputy Clerk Burt Saunders, Chair
Approved as to form and legality:
By,CDCourtney L. DaSilva
Assistant County Attorney
Page 1600 of 4682
EXHIBIT ''A''
A POLICY ESTABLISHING THE COLLIER COUNTY ACCESS MANAGEMENT
SYSTEM FOR ARTERIAI, AND COLLECTOR ROADWAYS
Section One: Purposc
This Policy supersedes, replaces and updates that established by Resolution No. l3-257 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 hasjurisdiction 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, turrout, or other means of providing for the right of
physical access to or from a Public roadway. For the purposes ofthis resolution, two one-way
connections to a property may constitute a single connection.
2.05 Connection Spacing - The allowable distance betwcen 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 ofthe 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 ofpavement ofthe connection, measured along the travelled way. The closest
edge ofpavement shall be with existing lanes or future lanes, including tum 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+um in, left-tum out, no U-turn,
U-tum only, or combination ofthe 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,
Page I of 12
cAo
Page 1601 of 4682
2.09 Department - The Transportation Management Services Department of Collier County
administered by the Transportation Management Depanment Head or his/her duly authorized
representative.
2.10 Full Median Opening - A median opening designed to allow for all movements to and
liom a major roadway. U-tums may be prohibited at tull 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 tum lanes that
allow left tuming vehicles to exit lrom the through lanes.
2. I 3 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-tum movements. The spacing distance shall be measured from the centerline
to centerline ofopenings 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 pennitting process, being reviewed and
approved by the Transportation Management Services Department of Collier County.
2. l5 Reasonablc Access - The number ofdirect or indirect connections necessary to provide ingress
and egress to the limited access, controlled access, arterial, or collector facilities from abutting
propefties and local roadways based on the Access Management standards, roadway
operations, and type and intensity of land use. The applicant may submit sitc 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
ofthe signalized intersections along the travelled way.
?age 2 of 12
cA0
2.18 Significant Change . A change in the use of property, including [and, structures or
facilities, or an expansion of the size of existing structures or facilities which will cause
at least a 25Vo tncrease 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. Ifthe Permitting Authority detennines that the increased
Page 1602 of 4682
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 pan of the permit application process, request that the properties be considered
individually for connection permitting puposes. Such requests shall be included in the
permit application and shall provide specific analyses andjustification ofpotential 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, rnedian 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 ofthis 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 l, Access Classification and Standards, means the
posted speed limited for the roadway segment either existing or the established posted speed
Iimit for facilities identified for improvement or not yet in existence.
Tabl4 I
,k(c$ CE!n*t!iEi' &rd Standrrlh
CLss
[ *rty I erlres (f{edl.o lrGitment erx
Aacas3 noarlrl
lft nmum Conna'clon SparlnE
{!edl D}I3)
Mro*nfil I'l{<t!o Openind Spe(mr t4'nrnum Sl6ul
$rnd lt€at) (2,Uar{toa&rl
Ite*{ l2l I dtiledll2i(al
1
A
6
C,odro{bd A((er5
Artenals.olra,cd
ArE ids. unah,rdcd
Anei.t3. d|}rdd
lnends. un(n$ded
Aal.lirlr, diviLrl ard o,iali,irad
r3,0 / 6€0
680 /{m
€60 / laao
,td0 I ?d5
tto t ?)5
(0
rlo0
560
330
2640
26,10
7&{Arr3r0
660
26
26)
2610
?610 r l3?0
r320
13f0
l0rc.t$ $an or oquet tg as.npn I kEs U|an ,Srnrri I
NotEs: ll) S{ftloo tol. ol lhlr PolKy conLns trFdeaDlrtraryam mOIt d€trilrd lnstl,ttootli(nlC ofliar*it&rda0!
l?) lhole mlnlmrrn rprchl Citrrardi firy ,m !..d.qutte i rrdl.ry l.r.r .nd rio..re € Eer.rd.
13) SFrlb paop€ates $'d! irorride! erltcal{ttl€ nrnitm3paciigcrlErle may not ner€lllaly rcc{r* Famttsto. ur€
,ruanrm nrlrrOar o, poltariap aonnacioni,
ll) S9a*E$!xrs.li lo.Ml l''ecen ogenrer orry apgl,bE!63wti b5r th.E rr lrne3 qfi.lfrc.
l,rnqtnatizod firl medan @enmis slralt rxn be !!r,wr{ dr ai} lo(rtoru wifr lrr s fiora lar$ of arnc,
3.09 Corner clearances for connections shall meet or exceed the connection spacing
requirements for Classifications 2 though 7. However a single connection may be placed
closer to the intersection for circumstances set forth in 3.09.l, 3.09.2 and 3.09.3 following
and pursuant to the permit application process ofthis Policy.
3.09. I If, due to property size, corner clearance standards of this Policy cannot be met, and
wherejoint access that meets orexceeds the applicable comerclearance 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
Page 4 of l2
CAo
Page 1603 of 4682
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 thc roadway dedicated to the tuming movement (Left-, Right-, or
U-Turning) of vehicular traffic onto or off of the through traffic lanes to adjacent streets or
developrnents, A turn lane must be long enough to accommodate enough tuming 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 ofOrdinance 82-91, as amended or superseded (Collier
County Construction Standards for Work Within Righrs-Of-Way) and this policy. Access
classifications and design standards are shown in Table I and further described in Section
Four ofthis 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 ofthe roadway capacity deemed necessary
to modify or close by Collier County. These features shall be brought into reasonable
conformance when new connection permits are gmnted, 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 confonning permit by the Permitting Authority for a single connection
pursuant to this Policy. lfadditional 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 preseryation 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. Creater 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 afull median opening is constructed orreconstructed toallow for opposing left-
or U-tums 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 ofapplying the standards associated with the access class ofthe
Page 3 of l2
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Page 1604 of 4682
corner properties."
3.09.2 ln cases where connections are pennitted under criteria specified in Table 2, the permit shall
contain the following additional conditions.
3.09.2.1
3.09.2.2
3.09.3
There shall be no more than one connection per road frontage.
Where joint or alternate access meets or exceeds the applicable comer clearance becomes
available, the pemittee 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.
The comer 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.
Table 2
Corner Glearance at lntersections
! Refer to Figure 1.
'zSubjecl to cass-by-cass analysis; may be incrgased depending on traffic characleristics and
interc6ction qeomstry
3Acc6ss Class 7 may use the measurgmont in parenthesis.l Connection by dosign will effeclively 6li.ninEt6 unpemilted movements.
Connections and median openings located within the % 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
Page 5 of 12
With Median
Position Access Allowed Standard (feet)Codel
Approaching intersection Right-in / Rightout 115
Approaching intersection Right in only 752 B
Departing intersection Right-in / Right-out 230 (12513 c
0eparting intersection Right out only 100 D
Without Median
Position 46cess Allowed Standard (feet)Codel
Approaching intersection Full access 230 (125)3 C
Approaching intersection Right in onlyl 100
Departing intersection Rlght-in / Right-out 230 1125)3 C
Departing intersection Right out onlya 1002 E
3. 10
CAO
3 .09 .4 Corner clearances for " isolated corner properties, are as follows:
I
D
Page 1605 of 4682
Transportation, Chapter 14-97, State Highway System Access Control Classiflcation
System and Access Management Standards by the Florida Department of Transportation,
as may be amended. Controlled access and arterial roads within the first % or % mile,
respectively, or the first existing intersection whichever distance is less, shall be regulated
to protect the safety and operational efficiency ofthe limited access facility.
3.10.I The distance to the first connection shall be at least 660 feet where the posted speed limit
is greats than 45 mph, and shall be at least 440 feet where the posted speed lirnit is
45 mph or less. This distance will be measured from the end of the taper for that
panicular 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
pennit process, if no reasonable access to the property exists and if the Permitting
Authority review ofthe 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 llrst median opening shall be at least [320 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 Iocation requested in the permit application if the Permitting Authority detennines,
based on traffic engineering principles, the engineering and traffic information
provided in the permit application shows that the capacity, safety, or operation
characteristics ofthe interchange or the limited access highway or roadway would be
adversely affected.
3.l1 Locations for proposed signalization mecting signal warrants which are intervals closer
than the standard lbr the access class fbr 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 ofthe roadway based
on Permitting Authority review ofthe 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 l. The Access
Management Classifications are arranged from the most restrictive (Class l) 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 I 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
Page 6 of 12
cAo
Page 1606 of 4682
and high volume traffic movements, serving interstate, interregional, intercity, and to
a lesser degree, intracity travel needs.
4,01.2 Access Class 2, Controllcd 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, Artenals 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 bullt out to the maximum land use or roadway
capacity or where the probability ofsignificant land use change in thc 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 tralTic 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 ofsignificant 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 ofmajor 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 Collcctors, 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 Fiv€: Assignment of an Access Classification to all Arterial and Collector Roadways
Access Management Classifications (Class I 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, [t is the intent of this Section
Page 7 of 12
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Page 1607 of 4682
Five to assign classiltcation 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 ofTransportation 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 ofclassification 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 ofthe roadway;
5.02.2 Existing and projected future traffic volumes;
5.02.3 Existing and projected state, Iocal and Metropolitan Planning Organization transportation
plans and needs, including consideration ofnew 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 altemative 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 ofpeople 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 ofthe current
roadway characteristics of the facilities.
5.04 Activity Center access management plans are defined in the Land Development Code
Page 8 of 12
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Page 1608 of 4682
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 ofthe 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 segmen(s) of an
arterial or collector roadway at any time. Such written request shall include the specific
basis tojustify 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 ifthe 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 forfinal adoption ordenial,
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:
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 .02
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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Page 1609 of 4682
7.03. l. r
7 .03.t.2
7.03.1 .3
7 .03,1.4
The posted speed limit on the existing roadway
The projected peak hour volumes on the existing roadway
The projected total peak hour volumes entering and exiting the proposed
development
The projected peak hour U-turn volume if the non-conforming access point is
derried
The number of proposed conforming access points
The number ofproposed nonconforming access points
The type ofnon-conforming access points that are being proposed (directional
median opening, full median opening)
The distances to adjacent median openings
The distances to adjacent signalized intersections
7.03.1.5
7.03. 1.6
7 .03.1.7
7.03. t .8
7.03.1.9
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.t2 A Safety Analysis that demonstrates the requested deviation will not result in
an increase in crash rales within the area of influence
7.03. I . l3 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 detennine 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 altemative access plan developed in accordance
with this section shall be based upon maximum achievement of the purpose and
intent ofthis policy and other applicable County requirements.
7.03.2.2 The tratfic signal requests shall result in a traffic signal plan / engineering
study which shall be reviewed and evaluated by a group designated for trafhc 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 l0 of l2
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Page 1610 of 4682
Operations, Transportation Planning, Development Review, and Collier County
Shenif 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 ll of12
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Page 1611 of 4682
ARTERTAL & COLI.ECTOR CUSSINED ROADffAYS
MINIMUM CORNER CLEARANCES
(REFER To TABI,E 2)
))
B
t__l
UNOIVIDED
ROADWAY
\_tL ts
+
D
E
I
DIVIDED
ROADWAY
FIGURE 1
Page 12 of 12
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Page 1612 of 4682
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
10 1.0 cR31 lrnrnokalee Rd Vanderbilt Eeach Rd.2.0 4D 3 3
20 2!cnSt Orange glossom Dr 08 60 5 5
30 22 cB31 OranSe Slossom Dr 1.4 6D 5 5
40 30 cR31 Pine Ridge Rd 5D 5 5
50 cB31 Airport Pullint Roed 6D 5 5
60 50 cR31 Airport Pulling Road Davis Elvd 1.0 6D 5 5
7A 60 cR31 A rport Puling Road Dav s Bivd u5 41 0.8 6D 5 5
80 10 Bayshore Drve u5 41 1.5 4D 5 5
90 Beck Bo!levard Colier Elvd Bush Bvd 0.3 4D 3 3
100 Beck Boulev.rd Bush Elvd Benf eid Rd 1.1 2U 4 3
110 8.0 cR865 Bonita Seach Road westofvand€rbilt Dr t.4 4D 5 5
12.0 610 OilWellRd 5.1 2V 4
13.0 90 0.5 2U
140 cR951 North olAdd son Place Dr o.7 2U 3 l
150 cR951 North ofAddison P ac€ Or 0.2 4D 3 3
160 30.1 cR951 2.0 6D 3 3
t7.a 30.2 cR951 Colier Boulevard Golden Gate Blvd 1.0 60 l 3
180 31.1 cR951 Colier Bou evard Golden Gate Blvd Pine Bidge Rd 1.1 60 3
19.0 31.2 cR951 Colier Bou evard Pine qidge 8d 6reen B vd 3 3
200 32.1 cR951 colier Boul€vard Green Blvd 3 3
21.0 12.2 cR951 Collier Boulevard Golden Gate Canal 3 3
220 323 cR951 Coliier Eoulevard 60 den Gate Canal t75 05 8D 3 3
210 330 cR951 Collier goulevard t75 Oavis Blvd.05 8D 3
240 340 cR951 Collier Boulevard Davis Blvd 3
250 35.0 cR951 u5 41 34 6D 3 l
260 N/A sR951 collier Bou evard us41 10 6D 3 3
270 sR951 collier Eou €vard 5.6 4D 3 l
28.0 100 Dav ! Blvd Eattlesnake Bammock Rd 20 2U 6 6
29.0 cR29 Co!nry Road 29 us 41 Camellia St
30.0 cR29 Co!nty Soad 29 Camella 5t Oyner 8ar Ln 3 3
31.0 cR29 county Road 29 Oyster Bar Ln
32.0 lza 5R84 us 41 5 5
33.0 130 5R84 06 40 5 5
340 140 SR8'1_7 40 5 5
350 150 sR84 08 40 5 5
36.0 15.1 sR84 Santa Brrbara B vd 18 6D 5 5
370 762 5884 Dav s Eoulevard Coll,€r Blvd a7 6D 5 5
380 137 0 i75 Golden Gare BIvd 53 2U
390 138 0
40.0 0evonshire 8ou evard santa Barbara Blvd 5 5
41.0 134 0 Everglades Eo0levard t75
420 135 0 Everglades Eoulevard Golden Gate Elvd 3
425 135 0 Everglades Boulevard Vanderbih Seech Rd Oilwell Rd 3
430 136.0 Everglades Boulevard 3
44.0 170 cR875 Golden Gate Soul€vard Collier Blvd.3 3
450 123 0 cR876 Gold.n Gat. A6ul.vrrd 16th 5t 3
45.0 1231 cR875 Golden Gatp Eoulevard 16rh Sr Everglades Blvd l 3
47.0 124 A cR875 G. den GatE 8oL Pvard Everglader Elvd D€soto Blvd
48.0 180 cn886 Go den Gate Parkway US 41 0.5 6D l 3
49.0 190 cR886 Go den Gate PErkway l 3
s00 201 cR886 Go den Gate Parkw.y l 3
510 202 cR886 Go den Gate Parkway Lvingston Rd t75 3 3
21.0 cR886 Golden Gate Parkway Santa Barba.a Blvd 3 352.0 l-75
53.0 224 cR886 Golden Gate Parkway Santa garbara Slvd Collier Blvd 2.2 4D 5 5
540 230 cR851 Goodlette-Fr.nk Road 18 2t)3 3
55.0 74r cR851 Goodlette-Frenk Road Orante Elossom Dr 09 4D 3 3
OrlBlnal
ID
Segment
Len8lh
{Mile5l
Roadway
Division
Present
class
lD*Road f To FutureClass
Table 3. Page 1of 4
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Roadway
2.6
4.0 1.41
3
o.gl ED
1ol 40
I 1.ol 40
3
lRartlesnake Hammock Rd I 3 11 6D I l
lR.rrlernake Hammocl Rd
3 41 2U
141 40
r 21 2u
1.ol Eo
4ll 2u
0 41 40
s 41 2U
lVanderbrlt Beach Rd r.3l zu
I 3.ol 4D
I s.ol 2t)
I 5.ol 4D
I z.ol 4D 3
I 181 4D
I rel 2u
I 1.61 Eo
1.ol 6D
1.ol ED
1.ol Eo
Page 1613 of 4682
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
Goodlette-Frank Road O.ange Elossom Dr Pine Rid8e Rd 1.5 4D 3
57.O 2S.0 CRE5l Goodl€tte.Frank Road 2.6 6D 5 5
580 26.0 cR851 Goodl€tte+rank Road us 41 2.0 6D 5 5
59.0 coller Blvd 27 4A 3 3
500 N/A Green Eoul€vard Santa Barbara Blvd Sunshine Blvd 1.0 2U 6 6
510 Gr€en Bouievard Sunsh ne Blvd Co l€r Blvd 10 4D 3 3
Gulfshore Dri!e 13 2U
630 Haci€nda Lakes Parkway Collier B vd 05 2t-)
8l!ebill Av€nue (lmmokalee 8d.)Gulfshore Dr Vanderbllt Dr 05 2U 6 6
111th Avenue N. (lmmoka ee Rd.)us 41 10 2U 6 6
650 cfi846 us41 Airport-Pulling nd.z.o 50 5
Airport-Pulling Rd 10 5D l 3
Livingston Rd t-7s 05 5D 3 3
175 Logan Blvd 1.5 6D 3 3
Logan B vd Collier Slvd 1.9 6D 3
Colier B vd 5.1 6D 3 3
Oi Wel Rd 16 6D 3
734 cR845 Shady Hollow Elvd l4 30l40 3 3
74.4 cR846 Carver 5t 17.4 2U 3
750 cR846 Carver 5t 5R 29 0.6 4D 3 l
764 1.9 2U
770 N 9rh St.15 2U 6 6
?80 Lely Cultural Parkway Gr.nd tely Dr Coll,e. Elvd 10 4D 3 3
?9.4 Lely Reson Eoulevard us41 6rand Lely Dr 15 4D 3 3
800 cR881 33 4Ol50 3 3
810 52.0 cR881 2A 6D 3
2.7 6D l 3
2.6 6D 3 3
Liv ngnon Road 1.4 6D 3 3
850 Logan Boulevard 3.2 2\)
Logan Boulevard 2.0 1\)
2.2 2U 3
0.9 4D 3 3
69.0 Collier Blvd u541 1.5 2t-)
900 1.0 2U
91.0 580 N. 1!t Street Main St 0.6 2U 6 6
920 Airport-Pulling Rd 0.9 4D 5 5
E Main St sR 29 2.2 2U 6 6
94.0 5.6 2U
Ever8lades Blvd 3.0 4A 3 3
96.0 120 0 cR858 tverglades Blvd De5oto Blvd 18 2U 3
97.0 121 1 cR858 21,3
98.0 l2t 2 cR858 OilWellGrade Rd 31 40 l 3
99.0 122 0 cR858 5R 29 5.7 4 3
5B 29 4.7 2U 3
101.0 620 cR887 old us41 us 41 1.5 2U 6 6
Orange Slossom 0rive l4 2D 5 5
103.0 Orange Elossom 0riv€Br dsewater Sav Blvd o.7 2U 6 6
104.0 Orange Blorsom Drlve Bridcewater Say sivd Livingston Rd 0.3 2D 5 5
Seasate Drlve {Plfle Rldge Rd )US 41 0.5 4D 3 3
u5 41 0.5 50 3 3
107.0 650 cR895 Shkley St.0.7 6D 3 3
Shirley Si.0.8 5D 1 3
109 0 571 cR895 Livingston Rd 1.0 6D 3 3
110.0 67.2 cR895 Pin€ Ridge Road Livingnon Rd t75 0.9 5D l 3
t15 Logan g vd 72 5D l l
segment tan€s and
tength Roadway
(Males) Division
Paosent
class Future Clas5To
Ori!inallDf - R6ad S
IDfl
cAo
56.01 24.2lcRss1 3
Rattlesnake Hammock Rd
E2 ol 29.01 111th Ave. N
64 ol 39.01cR846
5s ol 4o.olcR846
5
57 ol 42.11cR846
s8 ol 42.21cR845
69 ol 43 1lcR84E
u o ol 43.21cRs46 3
7l ol 44.01cR846
72al 4s.olcBs46 3
3
82 ol si.olcR88l
83 ol s4.olcR881
84 ol s5 olcF881 lRad,o Rd.
85 ol so ol
87.01 4E 0l
88 ol a9 ol I
93.01 59 ol
9s.ol r19 olcR8ss
2U
2U
1oo.ol 122.olcR85s
1o2.ol r42 o
los.ol 63 01cR896
1o5.ol E4 o cR89E
loE.ol E6 olcRsg6
l11.ol 68 olcRsg6 |
Page 1614 of 4682
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
112 A 125 0 cR896 Pine RidBe Road Logan B vd.Collr€r Blvd.1.9 4D 3 l
113.0 Vanderbilt geach Rd.4
114 0 59.0 cR855 Livin$lon Rd 5
11S.0 70.0 cR855 Santa Barbara Slvd 5 5
116.0 71.0 cR855 Sanla Errbara B vd Davis B vd.3 3
Everglades Elvd
Everglades Blvd Desoto Blvd-
119 0 cR864 Thomarson Drive (Rattlesnake)saba Dr 0.9 2V 4
t20 0 N/A cR864 'rhomasson Drive {Rattlesnake)Saba Dr u5 41 0.5 2Dl4D 5 5
1210 724 cR864 Batllesnake Hammock Road lJs 41 Charlemagne Elvd 5
t22.0 730 cR864 Rattlesneke N.mmo.k R..d Char emaSne Elvd 5 5
123 0 14.4 cR854 Rattlesnake Hammock Road Santa Barbara Blvd 0.8 4D 5 5
124.0 75.0 cR864 Rattl€snake Hammock Road Safta BBrbara Blvd Colli€r Blvd.3 l
125.0 cR864 Battlesnake Hammock Soad Collier Blvd 3 3
Santa Barbara Boulevard Green Blvd 7.1 4D l 3
Santa Barbara BoLrlevard l 3
Santa Sarbara 8ou evard Davis Blvd 3 3
Santa Earbara aoulevard Oavir Slvd 3 3
130 0 Goodland Dr u5 41
us41 Davis B vd 05 2U
132.0 800 SR29 State Road 29 u5 41 2U
133.0 810 sR29 srate Road 29 1-75 13 I 2U
134.0 E20 5R29 5tate Road 29 t75 OilWellRd 10?2U 3
135.0 830 sn29 State Road 29 cR 845 3
136.0 840 SR29 State Road 29 CR 846 9rh 5t 7
137.0 85.0 sR29 state Road 29 gth st.19 3U 6 6
Srare Road 29 58 82 l0 2U 3
139 0 870 sR29 St.te Road 29 SR 82 27 2U 3
140.0 880 sR82 State Road 82 sR 29 50 2U
141.0 980 u541 3 3
142.0 990 us41 l 3
143.0 100 0 u541 15 5D 5 5
144.0 101 0 us41 Gulf Park Dt 60
145.0 102 0 u541 Gul, Park 0r 5 5
145.0 us41 55
1,47.0 u541 9th st.5 5
148.0 us41 gth sr.6D 5 5
149 0 us41 Dav s Slvd 0.6 8D 5 5
150.0 910 u541 Davis Blvd 5 5
151.0 920 u541 Battlesnake Hammo(k Rd 5 5
152.0 1J541 Eareloot W lliams nd l 3
1s3.0 u541 Bareloot willlams Rd Collier Bl!d l 3
154.0 95 1 u541 Tam amiTrailEast Co l€r 81vd 2.9 60 3 3
155.0 952 us41 4D 3 l
156.0 9sl u541 Tamiam TrailEast San Merco Dr
u541157.0 960 Tam am Tra lEast 5an Marco Dr sR 29 757 2tJ
TamiamlTrail East 5R 29 32.3 2t)4
159.0 Collier Blvd 10 2U 4
160.0 Tri.ngle Eoulevard us 41 04 2D 3 3
151.0 t09.0 cR862 Vanderbiit Beach Road Gulfshor€ Dr US41 13 2Ul4D 5 5
152.0 1101 cR862 Vanderbiit Beach Road u5 41 3 3
153.0 110.2 cR852 Vanderb lt Beach Road 1.7 40/60 3 3
154.0 111.1 cR862 Livihgston Rd t0 5D 3 3
5165 o 111.2 cR862 v.nderbilt Beach Roid 2.1 50 5
166.0 112 0 cR862 Vanderbilt Beach Road Lo8an Blvd.Collier Blvd 5D 3 3
1,57.0 cR852 va.derbit Beach Road ColerBvd 52 5D 3 3
Original
tD#
Segment Lan€s and
l-ength Roadway
(MIIes) Dlvision
Present
Class
Road #To Future Class
Table 3. Pag€ 3 ol4
cAo
tDt
o.sl 2u
, r.ol 4D 5
I z.ol 4D
I r.3l 4D
r17 ol 1r2 ol I r.rl 2u
rra ol rrr ol I 1.81 2u
I o.8l 4D
I o.al 4D
, r.sl oD
I o.gl 4D
126 ol zo ol
r27.ol 7? al 141 6D
1z8.ol 7aa I rol 6D
r29.ol zs.ol lB.ttlesnake H.mmo(k Rd I 2.ol 60
I 6.71 zu
1l1.ol 144 ol
9.51 2u
rol 40
138.01 86 olsR29
r sl 60
t.il 50
o 91 6D
r rl 6D
tll 60
lRatt es.ale Hammo(l Rd 4ol 6D
131 60
r58 o 97 olusal
o 91 40
lvanderb,lt Beach Road
I .a
1.sl 6D
Trfl6D
-----iil rutrD
f r-rl
1.3
0.5
Page 1615 of 4682
Table 3
Collier County Transportation Management Services Department
Access Management Classification Table
158 0 cR862 Vanderbilt Eeach Road 16rh st.20 2U 3 3
169 0 cR862 Vanderb lt Beach Road 16rh St.tverg ades Elvd 18 2U 3 3
170 0 cR901 lee County Line Wiggins Pasr Rd 1.5 2l
1714 115.0 cR901 15 2\)
1724 Veterans Memor al Boulevard us 41 Llvingston Rd,2.5 4D 3 3
173 0 115.0 sR 29 10 2U 4
114.4 115 0 1.5 2D/40 3 3
17S 0 117.0 c8888 Vanderbilt Or us 41 1.0 2U
175 0 118.0 Golden Gare Slvd t.2 2U
177 A Plne Ridre Rd 08 2u
178 0 Co ler Slvd 0.4 2U
179.0 10 2U 4
Segment
Iength
(Milesl
[an€s and
Roaduray
Divirion
Pres€nl
class
To tuture ClassrD, otigin"l no"dslD#
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Page 1616 of 4682
Table 1
Access C(assif ication and Standards
Class
FacaUty Features (f4edian Treatment and
Access Foads)
Minimum Connection SpacinE
(lee0 (2)(3)
l4inimum Median OpeninS Spacing
Minimum Signal
Spacing (feet) (2)Directional
(reet)(2)Fult (feet)(2)(4)
2
3
4
5
?
Controlled Access
Arterials. d vided
Arterials, undivided
Arteriats, divided
Arteriats, undivided
Arteriala, divided and undivided
1320 / 660
660 / 440
660 / 440
4401245
440 t 245
125
1320
1320
660
330
2640
2640
N/A
26/011320
660
2840
2640
26/0
26401 1320
1320
1320
Table 1 - Corrected
(Greaterthanorequatto45mph/lessthan45mph)
Notes: (1) Sectlon Four ofthls Pollcycootains supplementaryand more detaited lnstruction toruse of these sta ndards.
(2) Theseminimum spacing standards may not be adequate it auxitiarylanes and storage is rcquarcd.
(3) Singte pr0pedieswith frontag€s exceedingthe minlmum spacingcriteria maynot necessa ly receive perm its for th e
maximum number of posslble connections.
(4) Spaclng standards for fult median openings only apply to areas wlth Less than slx lanes of trafllc.
l,lnslgna(ized fult median openings shatlnot be approv€d in any Locations with six or more tanes of traffic.
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Page 1617 of 4682
Table 1
Access Ctassirication and Standads
Class
Fac ility Fearu re s { M edia n Tr€atmenl
andAccess Roads)
llinimum Connectlon Spacing
(feet){2}(3)
Minimum Median Opening Spacing Minimum SignatSpacing
(feet) (2)
Dire ctional (feer) (2 ) Fu lt (feer ){2}(4)
2
3
5
6
7
Controlled Access
Arteriats, divided
Arter als, undivided
Arteriats, divided
Aneriels undividEd
Arterials, divlded and undivlded
1320 / 660
660 / 440
650 / 440
440I245
440 t 245
125
1320
1320
560
330
2640
2644
2640/1320
660
2640
2640
2640
26/.0 | 1320
1320
7320
Table 1 - Marked-Up
tPfft +Sp.€d+{sln cesJnetd
(Gr€alerrhai or eqrralto 4s mphr lErslhaf 45mph)
Notes: {1,) Secrlon Fouaotthis PoLlcycontalns suppl€mentaryand more detalled instruction for use ol lhese standa rds.
{2) These mlnlmum spacingslanderds may not be adequate if auxlliarytanes and storage is required,
{3) Shgte pro penies wilh frontages exceeding tie minimum spacing c t€ a may nol necessa rlty rccelve permils ror the
maximum number ol possible connectrons.
(4) Spacing slandads fortuLlmedian openings onty appty lo areaswllh tess than slx lanes ol traffic.
Unsignatized fult median openings shalt not be approved ln any locatlonsr,!/lth slx or more tanes ot llallic.
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Page 1618 of 4682
Table 3 - Corrected
Collier County Transportation Management Services Department
Access Management Classification Table
1.0 10 cR31 Airpo^ Pulling Road Vanderbilt Beach Rd 2.0 40 3 3
2.0 21 cR31 Airport Pulling Road vanderbllt B€ach Rd.Orange glosso.n Dr 0.8 60 5
3.0 22 cR31 0ran8e Blossom 0r P ne Ridge Rd 7.4 60 5
4.0 30 cR31 Airport Pullng Road Pife RidS€ Rd Golden Gate Pkwy 2.6 60
5.0 40 cR31 Airport Pulling Road Golden Gate Pkwy L,4 6D 5 5
5.0 50 cR31 Airport Pulling Road Oavis Elvd 1.0 6D 5 5
7.0 60 cR31 Dav s Blvd u5 41 0.8 6D 5 5
8.0 -74 us 41 15 40 5
90 N/A Collier Blvd Bush Elvd 03 40 3 3
100 Beck 8o!levard Eush Elvd Eenfield Rd 1.1
11.0 80 8ickory Blvd west of Vanderbih or 1.4 40 5 5
12.0 610 Camp Keak Road lmmok.lee Rd.5.7 2U 4
13.0 90 mmokalee Dr 0.s 2A 4 4
14.0 North ofAddison Place Dr o7 2U 3 3
15.0 cR951 Nonh ol Addison Pl.c€ Dr o.2 40 3 3
16.0 101 cR951 7.0 6D l 3
17.0 302 cR951 Vanderbill Eeach Rd.1.0 60 3
18.0 311 cR951 Collier Soulevard Golden Gate Elvd Pine Ridge Rd 1.1 6D l 3
19.0 312 cR951 Collier Boulevard Pine Ridge Rd Green Elvd o.9 60 3 3
20.0 321 cR951 G.een 8lvd.10 4D 3 3
210 322 cR951 Collier Boulevard Golden Gate Can.l 1.0 4D 3 3
12.O 321 cR951 Golden Gal€ Canal 75 0.5 80 3 3
230 330 cR951 €ollier Boulevard t-75 Oavis Blvd 0.5 8D 3 3
240 340 cR951 Collier Boul€vard Divir Elvd Rattlesnake Bammocl Rd 3.1 6D 3 3
250 3s.0 cR951 Collier Boulevard us 41 3.4 60 3 3
260 58951 Collier Boulevird us 41 1.0 60 3 3
210 s8951 collier Eoulevard Marco lsland Brid8e 5.5 40 3 3
28.0 100 Oavis Blvd 20 2U 6
290 cR29 us 41 Camella 5t 3.4 2\J
300 cR29 County Road 29 Camellia St.Oyst€. Bar Ln.1.4 4D 3 3
310 cR29 County Road 29 Oyrter 8ar Ln Choko oskee Dr 3.2
320 120 5R84 oavis BoLrlevard u5 41 Atport-PullinE Rd 1.0 6D 5 5
33.0 130 sR84 0.6 4D 5
340 140 5884 t.7 4D
35.0 15.0 sR84 Santa Sarbara Blvd 0.8 40 5 5
36.0 161 SR84 SanE Barbara Blvd 18 60 5 5
37.0 762 SR84 Collier I vd o.7 6D
38.0 137.0 t-75 Golden Gate Blvd 5.3 2U 4 4
390 138 0 Golden Gare Blvd 43 7U
40.0 Devonshire goulevard santa Barbara Blvd 0.4 4D
41.0 134 0 EverB ades Bo!levard t-75 Golden Gate Blvd.5.4 2U
42.0 135 0 Everg ades Eoulevard Golden Gate Blvd Venderbilt Beach Rd.1.3 2U 3
42.5 135 0 EverSlades Bo!levard vand€rbilt B€ach Rd.OilWellRd 3.0 4D 3
43.0 136 0 Everg ades Boulevard 5.0 2U
440 77.0 cR876 Gold€n 6ate Boulevard Colier Blvd 50 4D 3 3
123.0 15th Sr 20 4D 3 l
46.0 123.1 cR875 Golden Gate Bouleva.d t6rh st Everglade! Blvd.1.8 4D 3 3
Golden Grte Boulevard EverBlades Blvd oeroto Bivd 1.8 2U124 0 cR875
18.0 cR885 6olden cate Parkway us 41 coodl€tte-Frank Rd.0.5 5D 3 3
190 cR886 Golden Gate Pa*way Airpolt-PulllnS Rd 1.5 6D 3 3
20.1 cR886 Golden Gate Parkway LlviiBston Rd 1.0 6D 3
t75 1.0 5D l 3202cR886Golden Gate Pa*way
21.0 cR885 Golden Gate Parkway -75 Santa Barbara Blvd 1.0 6D 3 3
5anta Barbara Elvd co I er Blvd 2.2 4D 5 522.0 cR886 Golden Gate Parkway
3 l54023.0 cR8s1 Goodlette+rank Road vande.bilt Eeach Rd.1.8 2u
55.0 24.1 cR851 Goodlette+rank Eoad Orange B o99om 0r 0.9 40 3
Present
Class
Future Class
OriplnallDf ' no:d dtDf
Table3-Paa€1ol4 c40
Segment lanes and
ten8th Roadwav
(Milesl Division
To
5
lBecl soLrlevard
lU 3
CR865 lEon ia Beach Road
lcarron aoaa
CR991 lcolr,er Bou evard
3
lSartlesneke Hahmock Rd
Rattlesnake Hammock Rd 5
2U
5 5
liad,o Rd 5 5
Oesoto Bou evard
5 5
3
cR876 Golden Gate Soulevard
3
l
470
48.0--;;t
50.0
510
53.0
45.0
Page 1619 of 4682
Table 3 - Corrected
Collier County Transportation Management Services Department
Access Management Classification Table
Goodlette+rank Road OranSe Slogsom Dr Pine Ridge Rd 1.5 4D 3 3
570 25.0 cR851 Goodlette-Frank Road Pine Ridte Rd 2.6 6D 5 5
Goodl€tte'Frank Road u5 41 20 6D 5 5
590 Grand Lely Orive Ratt esnake Hammock Rd Colier Blvd 2.1 4D 3 3
600 N/A Green Boulevard Santa Barbara Blvd Sunshine B vd 10 2t)6
610 5unsh n€ Blvd collier Blvd 10 40 3 3
Gulfshore orive 111th Ave N Vanderblt Seach Rd 1.3 2t)1 1
630 Hacienda Lak€s Parkway ColL er Blvd Carmen Dr 0.5 2t)
Blueblll Avenue (lmmokale€ Rd.)Gulfshore Or 0.5 62U 6
1l.lth Av€iu€ N. (lhmokalee Rd.)u5 41 1.0 2U 6 6
650 cR845 u5 41 Airport-Pulling Rd 2.0 50 5 5
Aiport-Pulling Rd 10 6D 3 3
680 42.2 cR845 tivingston Rd 75 0.6 3 3
.75 Losan Elvd 15 5D 3 3
LoBan Blvd Collier Blvd 19 5D 3 3
Co ler B vd 51 6D 3 3
Oi Wel Rd 6D 3 3
730 c8845 Shady Hollow Slvd t4 30l40 3 3
144 cR845 Shady Hollow Bvd Carver 5t 17.4 2U 3
134 cR846 Carver 5t 5R 29 05 4D 3 3
76A 19 2U
N 9rh St.1.5 52U 5
78.0 Lely CulturriParkway Collier Elvd 1.0 4D 3 3
790 tely Resort Boulevard us 41 6rand tely Dr 16 3 3
800 cfl881 3.3 40l6D 3 3
20 6D 3 3
Vanderbilt Eeach Rd 22 6D 3 3
26 5D 3 3
Llvingston Road t.4 6D 3 3
8s0 32 2\-)
Logan Boulevard Vanderbilt Beach Rd 2.0 2U
2.2 2U l
09 4D 3 3
890 Collier Blvd us 41 1.5 2U
900 1.0 2U
910 58.0 N. 1st Stre€t Main 5t.0.6 2U 6 6
920 09 5 5
93.0 59.0 E Main St.SR 29 2.2 2U 6 6
94.0 5.6 2L)
Ever8 ades Elvd 3.0 4D 3 3
96.0 120 0 cR858 tverslades Slvd 18 2U 3
97.0 1211 cR858 2.1 2U 3
98.0 t27 2 cR858 3.1 4D 3 3
99.0 t22.4 cR856 5R 29 5.t 2U 3
100.0 122.0 cR858 sR 29 2V 3
101.0 62.0 cR887 otd u5 41 LrS 41 1.5 2l)6 5
102.0 142 0 OranSe Blossom Drive t.4 20 5 5
103 0 Orange Elossom Orive SridSew.ter Bay Slvd 4.7 2U 6 6
N/A Orange Elossom Orive Livingston Rd.03 20 5 5104 0 Eridgewater Bay Blvd
seagate Drlve (Plne R dge Rd.)Crayton Rd u5 41 0.5 4D 3 3
us 41 05 60 3 3
07 3 3ShirleySt6D
Shirley 5t 08 6D 3 3
1.0 3 3
t,75 0.9 6D 3 3
111.0 680 cR896 175 Logan Blvd.1-2 6D l l
Segment tanes and
tength Roadway
{Miles) Division
Prerent
Class
To future ClassrD{
OrieinallD# - Road fi
Table 3 ' Page 2 of4
c/lc
s5 ol :r.:lcnasr
s8 ol 25.olc88sr
6
62.01 29.01
64 ol 39.01c8846
Es ol 40 olc8846
67 ol 42.1lcRB4G
60
Es ol 43.11cF846
70 ol 43.21cF846
rr ol a4 olcREa6
72 al 4s olc8846
40
81ol s2.olcB881
ez ol s3.olcRssl
83 ol s4.olcR881
8a ol 55 olcRs8r
E6.ol 50 ol
87.01 48 ol
88.01 a9.ol
4D
9s.ol 119.01cR858
Desoto B vd
1o5.ol El olcRsg6
1o5.ol 6a olcRss5
107 ol 6s olcR896
108 ol 66 olCR896
60109 ol 57.11cR895
11o.ol 57.21cn898
Page 1620 of 4682
Table 3 - Corrected
Collier County Transportation Management Services Department
Access Management Classification Table
112.0 125 0 cR895 Pine RidBe Road Logan Blvd.Collier Slvd 19 40 3 3
113.0 Vanderbilt 8e.ch Rd.2V
114.0 690 cR8s6 Livintston 8d 10 4D 5 5
cR855 Liv ngston Rd Sarta Sarbara Blvd 4D 5 5
116.0 710 cR855 DavsBvd 3 3
117.0 132 0 RandallBo!levard Iverslades Blvd
118 0 133 0 Everglades Blvd 1.8 2U
119 0 cR864 Thom.sson D ve {Rattlesnake}Saba Dr
120 0 cR854 Thoma!ror Drive IRattl€snake)Saba Or u5 41 05 7Dl4D 5 5
cR864 Ratt €!nake Hammock Boad u5 41 Charlemasn€ Blvd 5 5
r220 73a cR864 Ratt esnake llammock Road Charlemagne Blvd County Barn Rd 5 5
123.0 744 cR854 Rattlesnake Hammock Road county Barn Rd Santa Barbara Blvd 5
124.0 75.4 cR854 Collier Blvd 3 3
125.0 cR864 3 3
t26 0 164 SanE S.rb..a Boul€vard Green Blvd.3 3
r27.O 174 santa Barb.ra Eoulevard 1.4 60 3 l
128 0 lAA Davis Slvd 3 3
t29.0 794 3 3
130.0 us 41
131.0 144 0 us 41 Davis Blvd 7 1
132.0 800 5R29 State Road 29 u5 41
133.0 810 sR29 state Road 29 t-75
134 0 820 5R29 stare 80ad 29 t75 3
135.0 830 sR29 stat€ 80ad 29 cR 846
135.0 840 sR29 cR 845 9rh 5t 7
137.0 8s0 SB29 9th sr.
138.0 860 sR29 stale Road 29 5R 82 3.0 2U 3
139.0 874 sR29 stare Road 29 sR 82 3
140.0 EEO sR82 5R 29
141.0 98.0 u541 TamiamiTrail Nolth 1.5 3 3
t42.0 990 us41 50 3 3
u541 Vanderbllt Beach Rd 1.5 6D 5 5
t44.0 1010 U541 5Gulf Park Dr 5
145.0 102 0 u541 Gulf Park Dr Pine Rldge Rd 5
146 0 u541 TamiamiTrail North 5
t47 0 u541 9rh st 0.9 60 5 5
148.0 us41 TamiamiTrail East gth 5r.03 6D 5
149 0 u541 Oavis Blvd 05 8D 5 5
150 0 910 us41 Airport-PullinS Rd 5 5
151.0 920 u541 5 5
152 0 us41 Bar€foot Wiliams Rd 3
153.0 us41 colli€r Blvd 1.3 6D 3 3
95.1 u541 Tamiami Trail East 2.9 6D 3 3
155.0 952 u541 TamiamiTrailEast 3 3
156.0 953 u541 4.7 2Ul20
u541 TamiamiTrailCast san Mar(o Dr 5R 29
us41 sB 29
159.0 10 2U
160 0 Trangle Eoulevard rJs 41 Collier Blvd l 3
5r610109 0 CR862 Gulfshore Dr u5 41 1.3 2u/40
162 0 110.1 cR86Z u5 41 3 3
1.2 4Dl6D 3 3cR862Atport Pulling Rd
154 0 cR862 Ai.pon-Pulling Rd Livingston Rd 3 3
155.0 1112 cR862 Vand€rbit Seach Road Liv ngston Bd Logan Blvd 5 5
155.0 112.0 cR862 Vanderbilt Beach Road Logan Bvd collier Blvd 1.9 6D 3
cR862 Vand€rbilt Eeach Road Collier Blvd 5.2 6D 3N/A
origihal
tD#
Segmenl
Iength
(Miler)
Lanes and
Division
Paesent
Class
To fxture Class
Table3-Page3of4
Cau
tDt f,oad I
l15.ol 70 ol
lsanta Barba.a Blvd.lRadLo Road 40
lrmmokalee Bd I r.rl 2u
I o.el 2u
121 ol 72 a I o.8l 4D
I o.4l 4D
I o.8l 40
lRatt esnake Fammoc< Road l5a-ra Ba,Dara Brvd.1.91 6D
lRattlesnake Hammock Foad lCollle/ Blvd.I o.el 4D
171 4D
lsanta Barb.E Boulevard lnaoio aa.I r.ol 60
lsanta Barbera 8ou evard lDa$s 8lvd.lRarlesnake Nammock Rd 2.ol 6D
lcoodland Dr.I 5.71 2u
lSh.dowlawn Drive I 0.61 2u
I 3.81 zu
I 13.11 2u
I ro.2l 2u
lo,rwel Rd I s6l 2u 3
lstate noao zs I 1ol 40
lstate Road 29 rsl 3u 6 6
| 2.11 2v
lstare Road 82 I 5.ol 2u
50
143.01 roo o Tr-l..m' Trail No.rh llhnokalee Ro
6D
I 1.71 60
I z7l 60 5
lDa'ts Elvd I r.r I 60
lSattlesnake Hammock Bd r 71 60
lRattlesnake Hammock Rd I a.ol 6D 3
lBarefoot Williams 8d.
lColl,er Blvd.
I o.5l 40
157.01 9E o 2U
rs8.ol 97 o 32 31 2u
lTree Falm Road lco ler Blvd.
I o.al 2D
lvande.bilt Eeach Road
lVanderbrlt Be.ch Road I o.sl 40
163.01 1ro 2l lva.de.brlt Beach Road
lVinderbilt 8€ach Road I 1.ol 60
I z.1l 6D
3
3
0.5
lRadro Foad 2.0_-
'-;]
I r.s
I r.r
154 6l
75.7
167.0
Page 1621 of 4682
Table 3 - Corrected
Collier County Transportation Management Services Department
Access Management Classification Table
Vanderbilt Beach Road 16th st.2.0 2U 3 3
159.0 cR852 Vanderbilt Seach Road 15th sr.Everslader Elvd 18 2\J 3 3
r70.0 cR901 1.5 2U
171.0 115.0 cR901 1.5 2U
r72.O Veterans Memor al Boulevard u5 41 livingston Rd.2.6 40 3 3
171.0 115.0 5R 29 1.0 2U
174 0 116.0 15 2Dl40 3 3
175.0 117 0 cR888 Vanderbilt Dr u5 41 1.0 2U 4
176.0 118 0 Go d€n 6ate Elvd 3.2 2U
t71.0 0.8 2U
178.0 Co lier Bvd 0.4 ZU
179.0 1.0 2V
Original
tD$
Segment Lan€s and
tength Roadway
(Miles) Oivlsion
Ptesenl
class
IDtr Road f Future Class
Table3-PaBe4of4
Q40
To
I rer.o r'rT,rlcnaer
Page 1622 of 4682
Table 3 - Marked-Up
Collier County Transportation Management Services Department
Access Management Classification Table
e
crlr lareod Puros Rold
l^,p"n P,I,^s Rord
cR3r lAirEod Plrlins no.d 9
cRlr larps PuIDs Rdd
cFlr la,nsi turhnr io:d
cRs59 IBon as...h Road I
cRe5r lc.,r",s-r-.d.Resr l."rrdB"rrdd
cnssr l(oh.' Be&..d
cRe51 lco €sourdrd
cagsr lcor{ Bouhv,d
ciesr lc,rd B&reEd
fi9tr lcol'd sourd.rd
cx95r lcorid s.ur.v{d
cResr lt"rd s.,reEd
cre5r lcord sdr*sd
cngsl lconisBdkvad,n,i, lc.r,- B",k,,d
'Resr lcotra B&k"-d
cn29 l(ou.iy no.d 29
cure lco,.ry R-d ,e
cR,e ic.,.,yRoad,etRa. 1D.", !ora..d
sffi! IDM B@r@'d
sR3. Jo.vR 3ould.rd 5
saar lo*raouanasi3{ lo.'63@L"nd
sr3r lD:v6 s.ul€Erd
cm76 l66Hdci.Bode d
cB?6 i6ord6 6aE BourErd
cns?6 t6dd-cr.B*1*&d
cR376 lcold.^ 6are Boul.vard
l t.RSs5 l6ord.nc.Palrr.Y
cm36 l6ord66 G P.'l&ay
cRms l6ouen 6ate Pa *way
cms6 l66u.n6.r Pa way
.ru36 l6dd66& p. *a
cmtsG lcou.nG*eP,,r*:y 27
cx3s1 l6oodl.(or'rn\Rod
cmsr lc@d.r.ranr Roan
r,-i^ @ w roae,"1d1*" ""d:* ;;; !a* .*"* qTf& 5*a ..".-. P:*n, r,',e fts
l,*r} tf..rl
-EET+l
5l
I
I
I
I
l
I
I
I
l
I
i
I
I
I
I
ab
Page 1623 of 4682
Table3-MarkedUp
Collier County Transportation Management Services Department
Access Management Classification Table
E @
Bl0€b Av.nu€(hrtobL€id )
1ir$ ava.e . 0ddokah. fid )
11) 2
s€agare l)l ve (P'ne R]nEe Rd )
S..6.^t L5.r lnd M.ai.*
l.nEth no.rl*rv, -. ^, Ca..-6+
lMileslOivisioh'"C..{i.
ETT-E
M.de _ sra*r.+E l{..r
5e..i.+ - MiIe se*i.*
1t .tl {r.69
c4o
r5l
cal 7a9cl caa
I rel
F-t€:
Page 1624 of 4682
Table 3 - Marked-Up
Collier County Transportation Management Services Department
Access Management Classification Table
Ihoma'rn onv. (Rarl6n.ke)
r hom,ren DrM (RarresEk.r
Ratl.sna k€ H.r mftk R6.d
Ranletn.k€ Hammo.k Ro.d
R.xresnar€ H.mmock Ro.d
5
5
r...ur. f:t
A,r*.t+
- 5rac.&&4 taEl
- MiL aa..b$
l&.+
c*"* 'lTnt r,tu,. rr"oDar.ds9*4 ra..I*
{*a6} er€i.a.
cao
Page 1625 of 4682
Table 3 - Marked-Up
Collier County Transportation Management Services Department
Access Management Classification Table
,dl!r3l 2u.'t-
.usl
5:!!|
rol :u 5:3!l
'.rl ru
oal ru ]]]el
,.ol z0
c...ryr Pr8enl rurc,e(h$
IL
,r..t d{r*c M.irir}
{*?I} oF.i.a.
(e4
Page 1626 of 4682