Resolution 1992-442
RESOt.UTtON. .NO 9~-442
A RESOLUTION BY THE BOARD OF COVNTYCOMMISSIONERS OF COLLIER COUNTY,
FLORIDA ESTABLISHING A POLICY FOR ACCESS MANAGEMENT FOR.. ARTERIAL AND
COLLECTOR MADWAYS IN COLLIER COUNTY
WHEREAS ,
controlled-access facility. This distance
The implementation
A POLICY ESTABLISHING THE COLLIER COUNTY ACCESS
MANAGEMENT SYSTEM FOR ARTERiAL AND COLLECTOR
ROADWAYS
. SECTION ONE: PURPOSE
This Policy establishes an access classification
implement the regulation and control of vehicular ingress to, and
from,
arterial and collector roadways.
classification system an4 standards is intended to
general welfare, provide for the mobility of people and goods, and preserve
the functional integrity and capacity.of controlled~access
extent that Collier County has jurisdiction to do so,
controlled-access roadways shaUbe assigned an access
design standards.
These standards
driveway
County and private construction projects
controlled-access facilities.
SECTION TWO:
DEFINITIONS
2.01
"Connection"
providing for the right of physical access
controlled-access facilities On a public roadway.
of this resolution, two one-way connections to
constitute a single connection.
2.02 "Controlled-access Facility" means
which physical access is regulated by
occupants of abutting lands. .and.other persons
access to and from such facility at such points
2.03 "Corner Clearance" means the distance
public
or private road to the nearest connection
closest edge of pavement of
edge of pevementof the
way. The
or future lanes for
'.&OD~
or private.
"Connection Spacing" means the allowable distance between
conforming connections, measured from the closest edge of pavement
of the first connectiot'lto the closest eelgeof pavement
second connection, exclusive of radii, along the edge
traveled way.
"Median Opening Spacing" means
openings in a restrictive median
traffic lanes to access propertyor
travel in the opposite direction (U-turn). The
distance is measured from centerline to centerline
along the traveled way.
"Signal Spacing" means the
traffic signals ona controlled-access
centerline to
traveled way.
"Non-restrictive
does not provide
lanes or traffic lanes
includes
roadways.
2.12 "Permitting
2.04
2.05
2.06
2.07
2.08
2.09
2.10
2.11
AUGUST 18", 1992
part of an adopted five-year plan.
"Directional MedianOpening" means an opening in a restrictive
median which provides for U-turn, and/or left-turn-in movements,
or "U-turn Only". Directional median openings for two opposing
left or "U-turn" movements along a segment of roadway are
considered one directional median opening.
"Division" means the Transportation Services
County administered.by the Transportation
or hisjher duly .uthorized representative.
"Full MedianOpening" means an opening in
designed to allow all turning mov~ments to take place
the arterial or collector roadway and the connections.
"Intersection" means an at-grade connection or crossing of
collector, or arterial roadways,
County.
AUGUST 18, 1992
CommUnity Development: ServicuD:l.vill1on of Collier
provisions of this Resolution >as it applies
allocation and its attendant permitting process,
and approved by
"Reasonable Access" means the number of direct or
connections necessary to provide safe
public and private roadways
Management C1assifi~ation, projected connection
traffic volumes, and the type and intensity of land use.
applicant may submit .any site
applicant deems pertinent to the Permitting Authority's
the conn~ction permit application.
"Restrictive Median" means the portion of a
divided ddvewayphysically separating vehicular
in opposite directions.
Restrictive medians
barriers that prohibit: movementof,traffic across
" '-, ",
as a concrete barrier, .. a raised concrete
grassed or a swaled median.
"Service Road" means a public or private
to, and normally located parallel to,
facility, which has as its
local road continuity
adjacent to the controlled-access facility.
"Significant Change" means a change in
including land, structures or facilities, or an expansion of the
size of the existing structures or
least a specific inerease in trip
::"-','::''','.!/' :'-i'i..:. ,'_ ,
property, based on the then latest. edition of the
Manual" of ... Transportation . Engineers
"significant change" s~all be deemed to occur iwhe~.the ih
in trip generation is
, , ,-.,'" ',', ..'" "-'.
1 _.::: -"0',';.' ',-' ,', -.'
(either peak hour or d~i1y) and ,which' is projec~edt,oexce
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vehicles mo~e .than'the, existing ..use;>
shall
, ':'
,peximi ttlng Authori ty
:.-- >>,';i__&':'i;::~;< ,':.;'. ,;",;;;'
. ,I.
000 PAGt '49
contact
the.
~.
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Page 3 0(1 14
requireel.
AUGUST 18,1992
permit application or Illodificationstoan existing permit will be
If the Permitting Authority determines
increased traffic generated by the property does not require
modifications to the existing permit,.a new permit application
will not be required.
2.17 "Traveled Way" means the portion of roadway for the movement of
vehicles, exclusive of shoutders.
2.l8 "Turn Lane" means that portion of the roadway dedicated to the
movement of vehicular traffic onto an adjacent roadway or
and may be either left turn, U-turn, or right turn.
SECTION THREE: CONNECTION PERMIT.REOUtREMENTS
3.0l Connection permit applications on controlled-access
shall be reviewed in accordance with the requirements of Ordinance
82-9l, as maybe amended or superseded (Collier County Construction
Standards for York Within Rights-of-Way) and this Policy.
classifications and design standards are shown in Table 1
further defined and described in Section Four of this Policy.
3.02 Existing permitted connections, existing median openings,
existing signals are not required to meet the standards of
assigned classification.
to remain in place.
These features shall be
reasonable conformance with the standards of the
classification when new connection permits are granted,
significant changes in property use, or as
design allow.
3.03 A property that cannot. be permitted access
standards for the classification assigned to that
segment of roadway and which has no other means of
direct or indirect access as determined pursuant to the
permit process, shall be issued a conforming
Permitting Authority for a single connection pursuant to
Policy. If aelditional connections are
they shall
restrictions and/or removal provisions.
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3.04 Access class .tandard.represent desirable
., "'",<
access class. A. segments of roadways ate analyzed and connection,
'''',' ..','","," '-.i
permit. are applied '. for; .... the ultimate goal .is to
.- --,.::- '-,::
standards thereby providing
increaseel safety and general welfare of the traveling public.
3.05 The connection and median opening spacings specified
Policy may not be adequate in some cases.
between connections and median openings may be required by the
Permitting Authority to provide sufficient site-specific traffic
operation. and .afety requirements.
In such instances,
Permitting Authority shall document, as apart of the responset:oi
an application submitted pursuant to this
based on traffic engineering principles, as to why such
distances are required.
3.06 When a full median opening. or non-restrictive
, ,', -,' ""d",'-'
constructed or reconstructed to allow for opposing'left turns or
, , ','", "'-,,',\);,
U-turns only, these openings shall be consielered as
3.07 Adjacent properties under the .ame ownership
considered as separate properties for the purpose
standards associated with the access class of the adjacent roadway. .
segment, but shall be deemed to be one parcel.
requesting connectiOns for one or more adjacent properties.\1nder
the same ownership may, however, as a part of
application process, request that the properties be
individually fot connection permitting purposes.
shall be lnthe. permit application and shall.
specific analyses
" :-" -,,:'Y
decrease, safety and · '" operational ....hazards . . associated with ,<
compatibility of the volume,
traffic
ownership
assigned
application
", '-.' ,'> ,::, ~
".,,' ,:,."<.'. :'> ':.' -',"',.'.'.'i.
connections, median. ~peningsor ',signals poss~b~e,
be the
, ' "
Page 6 of l4
AUGUST 18, 1992 .
interest. exhting prior to the effective date of this pou.cy or,
bonafide contract for sale may be considered as separate ownership ,.
from the parent tract for the purpose of this Policy.
lea.ehold interest. or contracts may not, however, be. the
cd teria
The speed l, Controlled-Access '..
Facilities I means the speed limit posted for the roadway segmen,t'.
at the time of the roadway access classification designation.
Corner
clearances
for connections shall meet or exceed the..
connection
However,
a single
intersection for the circumstances set. forthln Sections 3. 09 (a)~..
(b), and (c) following and pursuant to
process of this Policy.
(a) If I. due to property size, . corner clearance standards of this
Policy cannot be met, and where joint access which meets or.
exceeds the applicable corner cle.arance standards
obtained with a neighboring
determination of the Permitting Authority, is not
',"',:,',-'"
I"~ i;"\'
based on conflicting land use or conflicting traffic.
volumes/characteristics, then the
ments in Table 2
properties, .. for.
(b)
(l)
frontage.
(2) When joint
(d)
AUGUST 18 1992 '.'.
volUlles/character1stics, or ed.fin, struct\lres preclude
a change in the existing connection.
(c) The corner.. clearance Illeasurements
. '
properties set forth.in
this section/Classes 3
follows:
Position
Approaching intersection
Approaching intersection
Departing intersection
Departing intersection
Access Allowed
Right .In/OUt
Right In Only
Right In/OUt
Right OUt Only
Standard (Feet)
115
75***
230 (l25)*
100
WITHOUT RESTRICTIVE MEDIAN
Position
Approaching intersection
Approaching intersection
Departing intersection
Departing intersection
Access Allowed
Full Access
Right .InOnly**
Full Access
Right OutOnly**
Standard (Feet)
230 (l25)*
100
230 (125,)*
100***
*Access Class 7 may.u.e the measurements
, ". -,
**Right In/OUt, Right In OtIly, and Right Out0tl1y connections
roads without restrictive medians shall, by. design of the
connection, effectivelyeli$inateunpermitted movements.
***Subject to case-by-case analysis; may be increased depending on
traffic characteristics and intersection geometry.
1. Refer to Figure 1.
3.l0 Connections and median openings on a controlled-access
, :"":,,,,'
located up to 1/4 mile from a limited-access interchange area of
up to the first intersection with an arterial road,
elistance is less,. shall be regulated to protect the safety, and
operational efficiency .of the limited-acceu facility and
interchange area.
/:,""_",":_,, ::,'"'0,',,
the end of the taper of .the ramp furthest from theirlterchan
(a) The distance to the first
feet where the po~~ed speed limit is
,~/ -'. ' ' , " ':-, ' ,
, >, ',_' '-,_,' ' .c, ','
and sha11.be at least 440 feet where
is
.--,-,-,\,.,'
enel of the taper
interchange on the controlled-access
connec don
standard may be provided, p1.lrsuantto
process, if no reAsonable access to
if Permitting Authority review of
application provided by
connection
hazard.
connection shaUbe examined. as non-conforming connections.
(b) The distance to the first median opening shall be
1320 feet as measured
ramp.
(c) Connectionl
l'48y not be permitted in the locat~on .requested .in the petmi.t.
application if the Permitting Authority eletermines, based~ti
traffic engineering principles, that the engineering and
traffic information provided in the permit application show.
that the capacity, safety, or operationll characteristics of
the interchange or the limited-acce.. highway would be
adversely affected.
3.11 Traffic signals meeting signal.warrants which are. proposed at
intervals closer than the standard for the access class
highway segment shaUb. considered by
but shall
clearly
demonst.rated. .
characteristic.
review of the traffic and. signal information
applicant in the connection permit application.
SECTION FOUR: ACCESS CLASS DESCRIPTIONS AND STANDARDS
4.01 The access classification system and standards
1.
highways
2
..;a~~~q;~ollQO PAtE
,::".,,',',';,":"l';'
4.02
Generally,
AUGUST 18, 1992
restrictive (01.4ss2) to the least restrictive (Class
highways servicing areas without
extensive development or properties without
frontages will be classified at the top of the range
2, 3, and 4). Those roadway. serving areas with
moderate to extensive development, or subdivided properties,
will generally be classified in the lower range of classes
(Classes 5, 6 and 7) . The standards for each
further differentiated where the posted ,speed
greater than 45 MPH as distinguished
speed limit is 45 MPH or less.
Access Class 2.
These are controlled-access
distinguished by the ability to serve high speed and high volUllle
traffic over long distances in a safe and efficient manner.
highways are distinguished
service road.. This access class is distinguished bya highly
controlled, limited number of connections,
relatively infrequent traffic signals.
4.03 Access Class 3. These facilities are controlled-access
4.04
where direct access to abutting land will be conerolled .to
maximize the operation of the through traffic movement.
class will be used where existing land use and roadway sections .
have not been completely built out to the maxi\llUlllland use~r.
roadway capacity, or where theprohability of significant
change in the near future is high.
distinguished by existing or planned
These roadways
maximum distance between traffic signals
Access
Class 4. These facilities are controlled-access roa~~a,Ys
direct access to abutting land will be controlled ')0
where
maximize the operation of the through traffic
class will be used where existing land use and
have not been completely built out to
,; ","'i'-"',"',;'"
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the maximum .land use 'or ,.
roadway capacity, or where the probability of significant
change in the near. future is high.
distinguished by exist:b~g.. or
','\ ,'>'"
treatments .
Page
AUGUST 18" 1992
4.05 Access Class S. Thh class will be.. used where existing land
and roadway sections have been b~ilt out to a greater extent
those
where the probabiHtyof major landuS8change
those roadway segments classified as Access Classes
These roadways will be distinguished by existing
restrictive medians.
4.06 Access Cla.. 6. This
and roadway sections have been built out to a greatel' extent than
those roadway segmentsclass1f1e.d as Access Classes 3 and
where the probability of major land use change
those roadway segments classified as Access Classes 3
These highways will be distinguished by existing
non-restrictive medians or center lanes.
4.07 Access Class 7. This class shall only be used
where existing land u.e and roadway sections are built out to. t.
DlaxillUll feasible intensity arid where significant .. land use change.
or roadway widening will be limited. This class shall be
only to roadway segments where there is little or no
purpose of providing for high speed travel.
generally high in those roadway segments. will not eompromise t~e...
,,"( .:,,<,,,
public health, welfare, or safety. Exceptions to standards in
this access class will be considered if the applicant's design
changes substantially reduce the
the then existing conditions. These roadways can
restrictive or non-restrictive medians.
4.08 Access Cla.s 8. Thi. class shall only
Centers as defined in the Collier County Growth Management P1an/\
This class shall be assigned only to. roadway s';gments where '.thet. '.
are high local volumes and high turning movem~ntpotei\
Access neeels, though generally .high in these roadway
,:'. -,,',,,:,,,;,,,,:,,,\,,/,,
will not compromise public health,' welfare, or safety. '
for this access class will generally be
individual basis. The intent of this. access.
safe, efficient movement of .traffic in .4
5.02.
SECTION FIVE: ASSIqNMENT OF ~N
COLLECTOR aOADWAYS
Access Management Classifications (Class 2
defined in Section Four) are based on criteria detailed
These criteria take into account the
classification as "ell
more disparate
characteristics.
It is the intent of this Section Five
a classification to.roadwaysand to individual roadway segmentS
that is conslstent with both sound
engineering practice.
5.0l Controlleel-acces. facilities
the County as Arterials
the Access Management
Highway. (now US 41, SR 29, SR 82,
and SR 951) which shall be classified by the Florida Department of
Transportation using their own criteria.
classification to a
specific responsibility of the Transportation Services Division. .of
Collier County With the advice attd consent of the Metropolitan
; .",',':,'
Planning Organization and the Technical Advisory and the Citizens
Advisory Committees to the ~etropo1itan Planning Organization with
ultimate appro'Va1by the Board of County COllllllissioners
County.
~ ! '-;">: "" <"-"'-:/.): .:'- '. ..' '
5 . 02 The classification. decision sh~l1 take into consideration,<the
the ultimate cross-section of the roadway identified. in then
adopted plans. The assignment of a classification shall take
'-,,'.:",.,: .,
','<-' ."';.
consideration the following factors: . "
(a) The then current andpot:ential functional
the road;
(b) Existing and projected future
(c) Existing and projected state, local
consideration of new or improved parallel
," I~ '{JIJO PAlE
" .,": ,:-," .'.','.,:,.'
Page liof. 14
(f)
AUGUST 18, 1992
(d) Drainage requirements;
(e) The
(g)
(h)
(i) The
collector roadway by
alternative to a direct connection to an
collector;
(j) The cumulative
on
County .
Table 4 depicts the assigned Access Management Classes based ',On
the crited.a emlllletated .in Section 5.02 for all existing ::.and
,-:'.:'/"
presently proposed majot.collectors and arterials..
,'::__'" - , ,:,<"::.-,,,,, _:::. ", , !", , _" ..,>:,>: ,'".:- :',: ,:' ':.-';<;> -:" ,:'::':,,:';:(!:';:::.<;';,~~}:;:;:;:,','~t:,f":
in Table 4 are major proposed collectors .an4 arter.ials enumetaeed,
,- '.. -',- ' - -,' , ' " ',." <~(:',i!!Z;(;'
in
Management Plan,
Each Activity
developed as required in Policy 4.4 of the Future
of the Collier County Growth Management Plan.
plans IllUst be completed by August, 1993. In the
: ,,' ",-',.-:- _/>' """:':' .<,
the individual plans are complete, the following criteria. sh~l1':be
used to determine the Access Class for sections.of
seglllents
(a) All Activity
assigned Class
, ,"','-':',',::,::-, ,'.-, .,' '-' ',,:,,-.,'
(b) In general, where rOad~ay;>s.e~tions;.iithin'Acti~i
.' ',; ,;,', :. ,/:,,;~/- _:'::';:'::" " ....': .'.:,' ',:-: :.:: ,'-,':",::'- :':', ,:',~'_-<I\ -:',' .;,<.,:,';'
have been assigned.. different.. classes,' the most
<"~' . _, , ',,, - ;. " , . \ - ,', .,'_' ,-".'0, ' " ' ':""<'
class
intersect~on;!; ,"
, '/'"~,,:,:,,,';>', _ "", ,'_ .:' i,,-:,"_:,,'
. ..... AUGUST 18 I .1992 '.',...
(c) When an
complete
shaUtake preceden~eover this policy.
SECTION SIX:
6.0l The Transportation Services Division shall
Management Classifications for specific segments
collector roadways when a major change in any of the factors noted
herein have occurred or annually, whichever occurs
review shall
6.02 A written request may be made by any person or
. the . Transportation ...
..
Services Division review the.access classification of any specific..
segment(s) of an arterial or collector roadway at ~ny time.
written request shall include the. specific basis to justify. why
the change in the roadway segment classification is being sought,.
and shall indicate the elesired roadway segment classificationa~d
the specific justification therefor, based on. the criteria
contained herein.
request,
committees named herein, and may initiate
the reclassification should be approved,
form, or denied under.
reclassification shall
. ,- - " "
Commissioners of Collier. County~ith
for final
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AUGUST 18, 1992
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