Ordinance 93-64 ORDINANCE NO. 93- 64 /
AN ORDIN]tNCE OF COLLIEIt COUNTY, FLORIDA, TO PROTECT
~]t~MST ~S ~OM BUBBT~ CONSTRUCTION XN
P~LX~ RXGHTB-OF-~Y~ PROVIDIN~ P~POBE ~
B~K, REQUIRIN~ P~ITS~ ~EQUIRIN~ R~OV~ OF
~CE NO. 82-91~ ~ ~ED BY ORDI~CE
&~ PROVIDIN~ R~E OF CONSTRU~ION OF
~CE~ PROVIDIN~ FOR CO~LICT ~ S~E~ILITY~
DIN~ FOR P~TIES~ PROVIDIN~ ~ EFFECTIVE DATE.
S, In 1977, Collier County first established a set of
to re,late and re~]re consistency and ~ality of
wor~anship and ~terials for const~ctfon activities within
cowry rights-of-way, which standards were up-dated in 1982 and
in 19895 and
~S, it ~s appropriate to further revise and up-date
rights-of-way const~ctfon standards ~rough ~e adoptfon of a
new edition of a Collier County Const~ctfon Standards Hand,ok.
NOW, ~FO~, BE IT O~AIN~ BY ~E BO~ OF CO~
~SSIO~ OF CO~I~ C0~Y, ~DA
~:~ .. SE~ION ONE~ P~OSE.
~s ordinance is to protect the p~l~c against hazards resulting
from private const~ction in ~e public rightn-of-way and to
protect ~e st~ctural and physical inte~ity of Collier Co~ty-
o~ed or Collier County-controlled public road rights-of-way
fac~l~ties and mater~aIs ~nclud~ng and not l~mited to roads,
soils, bridges, and/or ~ainage facilit~es.
SE~ION ~0 = DEFINITIONS
For the p~ose of this ordinance, the following words shall have
]~. ~e pres~ibed meanings.
<:' County= means the ~anspo~ation SedUces Division of
Collier County, the Collier County Development Semites
Depa~ment, and any other Department of Collier County needed to
assist the said Transportation Se~ices Division and/or the sa~d
Development Se~lces Department in enforcement of this Ordinance.
~ist[na Facility: means any const~ction, excavation,
: obst~ct~on, hole, or other change to the then existing st~cture
and/or compaction of soil ~n any public right-of-way co~enced
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prior to the adoption of this Ordinance, for which a Collier
County.,right-of-way construction permit has not been granted.
Off~Ddina'Material='"means~anF'obJect placed, constructed,
H)j~i~.i'.. ,?7..';'." '~ .i"~.""
or grownllni&ny public' righ=-of~way, without a Collier County
o~-~' ." '- ... ~ ' · ~' ' ' ~'.
permit and that may endanger any person, damage the r~ght-of-way,
restrict'~i~iing.'or planned drainage; or impai~ normal
~aintenance. Offending material does not include any such object
placed, f. constructed, or grown,.which, conforms to an approved
County.right-of-way. landscaping design, including a subdivision
plan', according to' Collier County approved final construction.
p~ans-and~specifications.
ReeDonsible'Person=..means the individual, person, firm,
private, or governmental entity,, corporation, association,
department or authority under whose, control, authorization, or
direction any:offending material:has bean. placed, constructed or
grOWl~ln:.any:-Collier County,.right-of-way, including any
~.i~tr~-wa¥.undereuch control of Collier County. Whenever the
true identity, of any such responsible person remains unknown
after diligent inquiry, "responsible person" shall then include
all:owners of the fee title to the real property upon or over
whichthe"offending material, has been placed.
SECTION THRRE= ADOPTION OF HANDBOOK.
The "Construction Standards Handbook For Work Within the
.Public,Right-of-Way, Collier County, Florida" consisting of a
Table of Contents, thirty-six (36) numbered pages, and a Typical
Drawing Appendix, are incorporated herein by reference and is
made a part hereof, and which supersedes the prior Handbook in
all respects for all right-of way permits applied for after the
· effective date of this Ordinance. Changes may be made to said.
i~ Handbook by resolutions adopted by the Board of County
Commissioners.
SECTION FOUR PERMITS.
A. It shall be unlawful for any Responsible Person to dig,
'~ excavate, obstruct, or place any construction or other material,
or perform any other work which disturbs the existing structure
and/or compaction of soil in any right-of-way provided for public
use in Collier County, including any public right-of-way
maintained by Collier County within the boundaries of any
municipal corporation, without first obtaining a permit for such
work from the Collier County Dovelopment Services Department as
specified herein or in the Handbook.
B. Application for each permit shall be made on forms
provided by Collier County. Such application shall include, but
not necessarily be limited to, the following'information:
1) The precise physical location of the construction.
2) The type of facility to be constructed.
3) The method of construction to' be used.
4) The expected time schedule for completion of
construction.
5) Sketches and drawings in duplicate to completely
depict the nature of the proposed construction.
6)Any other information required in the Handbook.
7) Any additional information reasonably required by
Collier County because of unique circumstances of
the project.
C.' The permittee shall be responsible for all conditions
of the permit and to pay the applicable permit fee then
established by resolution of the Board of County Commissioners.
D. The Collier County Development Services Department
should, within ten (10) days, either approve the application and
issue the permit or notify the applicant in writing of the
reason(s) for delay or denial. If a notice of delay is issued,
that notice shall state the time period within which the Collier
County Development Services Department intends to take further '
action regarding that application. If no such time period is
specified in the notice of delay, the permit shall be deemed to
be denied if final action is not taken by the Collier County
Development Services Department within thirty (30) days after the
issuance date of the notice of delay. Expiration of that thirty
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(30) day period without final action shall constitute a denial of
the permit, application.
:.'., "'Ev?.' If the Collier County Development Services Department
~enie~.the;iss~ance .of such a permit, the applicant may appeal
the denial by filing a written notice of appeal with the Board of
County Commissioners (with a copy to the County Clerk), not later
than ten (~0) working days after the effective date of the notice
of:..dsnial.', The appeal should be heard, by the Board at its'
earlies=..possible reqularly scheduled meeting. The appellant may
appear before the Board. 'The decision of the Board shall be
fin
- ',-~.~-"~ No permit.shall be issued unless the proposed
constr~ction conforms with the then current edition of the
fo.llowing.?eferenced publications. In the case of conflict or
inconsistency, thc'more restrictive rule shall' apply. '
........ 2) Construction. methods.or specifications.contained
in~F10=ida..Department, of Transportation (FDOT) Standard
sp ci 'a 'i ns for Road end Bridge Const ction, and the
Road Design Standards.
.. ........~.).i The'FDOT Manual'of Uniform Minimum Standards for
Design', Construction and Maintenance for Streets and Highways.
" ..... .-:L' :4)' Collier County Unified Land Development Code.
: If. standards, for the proposed constructio~ are not
contain~in, these references, the Collier County Development
Servfce's':Department may impose (as reasonable applicable
~nd~)'additional conditions and/or stipulations, including
as.to sidewalks/bikeways, traffic control devices, and roadway
i~r~"~t~,..ae part of. the permit for the proposed
con~ru=t~on.
· .- :G,.%.' All work performed under any Collier County permit
shalI,':b~.mt the expense of the permittee and at no expense to
C~llier-;County.
H.. ..The Collier County Department that issues a particular
right-~f-way pex~it may suspend or revoke that permit whenever
,oo 063
any stipulation and/or condition of permit is not being fully and
promptly complied with, or when deemed necessary by Collier
County to protect the physical safety of the public.
SECTION FIVE: REMOVAL OF OFFENDING MATERIAL
Offending material is a public nuisance and is subject to
removal by Collier County as follows:
A. Upon becoming aware of the presence of offending
material, Collier County shall attempt to notify any responsible
person by certified mail-return receipt requested, or other
actual notice of the obligation to remove the offending material
not later than thirty (30) days of receipt of such notice.
B. After expiration of the thirty (30) day grace period,
Collier County may cause any then remaining offending material to
be removed and be disposed of in a reasonable manner at the
expense of the responsible person or persons.
C. If emergency removal is decided to be necessary to
protect the physical safety of the traveling public and/or to
protect public property, the offending material may be removed
without any attempt to provide notice to any responsible person
or persons.
D.' After removing the offending material and after
notifying any responsible person or persons (by such certified
mail or other actual written notice), the Compliance Services
Section of the Collier County Development Services~Department
shall certify to the Collier County Finance Director the expense
incurred in remedying the condition and thereupon such expense
shall be due and payable in full within thirty (30) days, after
which a special assessment lien will be made upon the property of
the responsible person, which shall be due and payable in full
with interest at the rate of eleven percent (11%) per annum from
the date of such lien certification until paid. Such lien shall
be enforceable in the same manner as a tax lien in favor of
Collier County and may La satisfied at any time by payment
thereof including accrued interest. Notice of such lien should
be filed in the office of the Clerk of the Circuit Court and
should be recorded in the Public Record~ of Collier county.
'..:'.'E." 'If'any responsible person believes that such expense
.ter3~f~9~.~o the Collier.CoUnty. Finance Director for removal of
the offending material is excessive, he may appeal the amount
assessed by filing a written notice of appeal with the Board of
County Commissioners, with a copy to the County Clerk, within ten
(10), working, days after receipt of' the notice of the expense.
The' Board should hear the appeal at its next convenient regularly
scheduled meeting.'. The appellant may appear before the Board.
The decision of.'the..Board shall be final', ...... :
F. The Collier. County. Tax Collector should keep complete
records relating: to.the amount payable for liens, as described in
paragraph (D), above, and the amounts of such liens should be
included' in-tax"statements thmreafter'submitted to the owner(s)
of lands subJect.'to: suc~.~isns..~ ..~..:'.,.~. - ...
~ECTIQN SIX:"-REPEAL OF ORDINANCE'NOS..82~91 AND ~9-26...
Ordinance 82-91,'as amended by Ordinance 89-26, is hereby
repealed.' · ~ '
SECTION SEVEN: RULE OF CONSTRUCTION OF THIS ORDINANCE.
This O~dinance is cumulative and in addition to any other
applicable Collier County ordinance, rule or regulation. When
construction is within the boundaries of any municipality, any
applicable ordinance,, rule or regulation of that mqnicipal
corporation.
SECTION EIGHT: CONFLICT AND SEVERABILIT¥,
In the event this ordinance shoUld ever conflict with any other
ordinance of Collier County, or applicable ordinance of any
municipality, or other applicable law, rule or regulation, the
more restrictive shall apply. If any section, sub-section,
sentence, clause, phrase or portion of this Ordinance is for any
reason held invalid or unconstitutional by any court of competent
Jurisdiction, such portion shall be deemed a separate, distinct
and independent provision and such holding shall not affect the
validity of the remainder of the Ordinance.
SECTION NINE: PENALTIES
A. A violation of this ordinance is a civil violation. If
any person, firm, corporation, or any other entity having legal
status, whether public or private, shall fail or refuse to obey
or comply with any provision(s) of this Ordinance, upon
conviction thereof shall be punished by a fine not to exceed five
hundred dollars ($500.00) in the discretion of the court. Each
day cf violation or non-compliance may be considered as a
separate and distinct violation. In addition, any person, firm,
corporation or other entity convicted of violating any provision
of this Ordinance shall pay all costs and expenses involved in
the case.
B. Nothing herein contained shall prevent or restrict
Collier County from taking such other lawful action in any court
or competent Jurisdiction as is necessary to prevent or remedy
any violation or non-compliance. Such other lawful actions shall
include, but shall not be limited to, an equitable action for
injunctive relief and an action at law for damages.
C. Nothing in this Ordinance shall be construed to
prohibit Collier County from prosecuting any violation of this
Ordinance by means of a Code Enforcement Board established
pursuant to the authority of Chapter 162, Florida Statutes.
D. Ail remedies and penalties provided for in this
ordinance shall be cumulative and independently available to
Collier County, which is authorized to pursue any and all
remedies set forth in this ordinance or otherwise lawful.
SECTION TEN: EFFECTIVE DATE
This ordinance shall become effective upon receipt of notice that
it has been filed with the Secretary of State.
PASSED AND DULY ADOPTED by the Board of County Commissioners of
Col~lier.County, Florida, this ~,~day of~ ,1993.
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,~ sufficien~y: ~ecreta~ of S~'~ Office t~
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· ~'' CONSTRUCTION STANDARDS HANDBOOK
FOR
WORK WITHIN THE PUBLIC RIGHT-OF-WAY
COLLIER COUNTY, FLORIDA
TABl~ OF CONT~I~F~
SECTION PAGE
PURPOSE ii
SURVEY MONUMENTS iii
" /TERMS AND DEFINITIONS iv
X. FEIU~IT REQUIREMENTS
A. Application 1
B. Processing 2
C. Inspections 3
D. Blanket Permit 3
E. Exemptions from Permit Requirements 3
F. Remedies for Violation of this Ordinance 4
G. Permit and Inspection Fees 4
H. Performance Bond Requirements 5
II. CONSTRUCTION REQUIREMENTS
A. Requirements for all Permits 6
B. Roadway Crossing~ 8
C. Attachments to Structures 10
D... Safety Requirements 11
E. Restoration Requirements 11
F. Material Specifications 12
G. Permissible Work Hours 13
III. TURN LANES, DRIVE~/AYS, ACCESS ROADS
A. Separate Turn Lane Requirements 14
B. Geometric Restrictions 14
C. Minimum Design Standards 16
D. Access and Site Plan Information Required 19
E. Contractor/Developer Guarantee Requirements 20
F. Special Considerations/Requirements for Immokalee 20
IV. DRAINAGE, I.ANDSCAPING, SOD, SPRINKLER PLACEMENT IN RIGHT-OF-WAY
A. Drainage Culvert Installation 22
B. Landscape Guidelines and Materials 23
C. ~Sprtnkler Placement in Ditches and Swales 28
V. MISCELLANEOUS CONSTRUCTION
A. Sidewalk/Bikepath Construction 30
B. Delineation Devices 30
C. Underground Utility Accommodations 31
VI. DRAWING REFERENCE FOR MINIMUM REQUIREMENTS 36
i
063 193
EURPOS£
This Right-of-way Handbook regulates the location, manner, installation, and
adjustment of all work performed within the rights-of-way of the County highway
system and for the issuance of permits for such work in the interest of
capacity, safety, protection of existing facilities, ease of maintenance, and
future development of the highway system. This Handbook provides standards,
procedures and guidelines for construction and maintenance within the Public
Rights-of-way that are in the best interests of the public and for the
protection of public property.
Included in this Handbook are drawings and iljustrations which represent Collier
County minimum construction and installations requirements permitted within
Public Rights-of-way, and which include reference to other applicable Florida
Department of Transportation (FDOT) Road Design and Construction Standards.
· . SURVEY MONUMENTS
A. 'GENEi~AL: To asstst-'in the elimination of possible future boundary disputes
...... and'to simplify location of monuments and future construction improvements
..... wit~ia' the Public Rights-of-way'of Collier County, a land surveyor,
':registered in the State of Florida~ should be consulted before actual
construction of improvements. Only a land surveyor registered in accordance
with Florida Statutes, Chapter 472 and Chapter 177, can reference monuments
for replacement if destroyed or disturbed.
B~'" PRESERVATION: ~"An~~ official" mon'u~ent 'set for '. the '"~pose 'of locating or
preserving the permanent lines of any public street, public easement or
recorded subdivision boundary within any Collier County Public Right-of-way
or public easements shall not be removed or disturbed without first
obtaining permission in writing from the Development Services Director.
Permission shall be granted only upon the condition that the person making
application shall pay all expenses incidental to the proper replacement or
relocation of such monument by a land surveyor registered in the State of
Florida.
The authority for the determination of permanent monuments, as outlined
above, shall be the County Plat Books or the instrument and accompanying
record drawing conveying ownership of the right-of-way or easement to the
public, if properly recorded.
These requirements shall in no way diminish the protection of permanent
monuments within the rights-of-way or within easements, which monuments are
protected by State or Federal Law.
m
RBBREVIATIONS, DEFINITIONS. AND TER)IS OF ART
Abbreviations, Definitions, and Terms of Art shall be in accordance with
Article 6, DEFINITIONS, in the Collier County Unified Land Development Code
(CCULDC), as it may be amended from time to time. In addition to the
Abbreviations, Definitions, and Terms of Art noted above, the following specific
definitions shall apply to the provisions of this Ordinance:
DENSITY TEST is a laboratory or field procedure, or combination thereof, to
measure the degree of compaction of the roadway subgrade, subbase, base or
surface courses. All DENSITY TESTS shall be performecl in accordance with then
current FDOT Standards.
FACILITY means any hole, excavation, obstruction, construction, disturbance, or
compaction in any street, roadway, or intersection, or other structure under the
control or authority of Collier County.
GRADE SEPARATIO~ means a crossing of two roadways, or a roadway and any other
transportation-related facility, at different elevations or levels.
INVERT ELEVATION means the flow line elevation of a drainage facility.
INTERSECTIOJ~ means the general area where two or more streets, highways or
related facilities cross or join.
~ONUMENT means an official, permanent artificial boundary ~arker within public
right-of-way or public easement and used for the purpose o'f locating or fixing
survey reference points on the ground or relative to one another. A MONUMENT
can consist of a pre-cast or cast-in-place marker, an iron pipe, an iron pin, a
boat spike, a railroad spike, a nail and disk assembly, a pre-formed plastic
survey cap, or any combination thereof, including similar markers.
NEW CONSTRUCTION means any construction work within a right-of-way or easement
where none previously existed.
PERMII'I'EE means the person or entity to whom the permit is issued, including any
and all heirs, successors, assigns, or transferee of the rights or property
interests of the original permittee.
RADIUS RETII~! means the portion of a circular arc defined by the point at which
the arc is tangent to the curve and following along the arc to the point at
which another tangent line intersects the arc. A RADIUS RETURN is commonly seen
at the intersection of two streets, or at the intersection of a driveway and a
street.
TRAVELED WAY means that portion of the roadway right-of-way intended for the
movement of vehicles, exclusive of the shoulder area.
TURNOUI' means a flared driveway entrance at its junction with the roadway
pavement edge.
VEHICLE RECOVERY AREA means that area outside of the traveled way, but within
the roadway right-of-way, which can, in an emergency, be used for travel with
moderate safety by a vehicle. Such travel is intended to be of short distances
and for emergency purposes only.
I. PER~IT REQUIREI~ENT$
Permits are required for all work performed in any rights-of-way or easements
provided for public use in the unincorporated area of Collier County and in
those public rights-of-way or easements maintained by Collier County, but which
lie within municipal boundaries.
When permitted facilities are placed within a public right-of-way or easement,
the installation is for permissive use only and placing of facilities shall not
operate to create or vest any property, right in the associated right-of-way or
easement in the permittee. Furthermore, the permittee shall be responsible for
maintenance of such facilities until they are removed unless otherwise specified
in the particular instance.
Whenever necessary for the construction, repair, maintenance, improvement,
alteration or relocation of said right-of-way or easement as determined by the
County Engineer, any or all poles, wires, pipes, culverts, cables, sod,
landscaping, driveways, sprinklers, or other facilities and appurtenances
authorized shall be removed from said right-of-way or easement, or reset or
relocated thereon as required and so notified by the County, and at the expense
of the permittee, his successor or assigns.
Where the permtttee, or his successor or assigns, is notified of a need for
construction, repair, maintenance, improvement, alte,ation of or relocation
within the right-of-way or easement and no action is taken by the responsible
party within the time frame specified by the County, the County shall cause the
permitted work to be altered, relocated, or removed, with the total expense
being borne by the permtttee or the responsible party.
Permits shall generally be in a form "approved by the Board of County
Commissioners and shall include the time of commencement, the number of days the
job is expected to take, and the approximate date of completion. The permit
will expire ninety (90) days after the designated completion date unless
authorized in the specific instance for a longer or shorter period.
A permit must be obtained from the County before the commencement of any
construction within a right-of-way or easement, except as noted in this
Handbook. All correspondence regarding construction procedures will be handled
directly with the permtttee, his authorized agent or his consultant, and not
through a contractor or subcontractor.
A. Application:
1. The applicant shall submit one complete application form titled "Permit
to Perform York and/or Maintenance in Public Right-of-way," to the
County for its approval, with all the required information on the
permit filled in.
2. Two {2) prints, not necessarily to scale, shall accompany the
application, reflecting a plan view of the proposed construction. The
plan shall show the off-set from the centerline to the proposed
construction installation, the roadway right-of-way, pavement width and
location, and distance from edge of pawment to the proposed
mm
facilities. The drawing must show informatto~, such as materials to be
used, pipe or conduit size, and other pertinent details. If a pipe is
to be jacked and bored or pushed, it shall be stated as such on the
print and indicated as to the length, size, and depth. One or more
typical cross-sections as required to adequately reflect the location
of all existing facilities and facilities of other right-of-way users
shall be shown. Underground facilities need not be shown for overhead
installations if new poles are not required. Overhead facilities need
not be shown where underground work is proposed unless the use of
cr~nes or bortng rig is proposed. Additional information such as the
location of the nearest road intersection, median opening, bridges in
the vicinity, railroad crossings, if any, and other physical features
shall be indicated on the print, as necessary to locate the proposed
installation.
3. The applicant shall be responsible for the notification of all
utilities in the immediate vicinity of the proposed installation. It
is the applicant's responsibility to coordinate its work with any
utility relocations which may be necessary.
4. The following additional information shall, upon request, be supplied
to the County if the proposed work involves the alteration of a public
drainage facility.
a. Calculated capacity of existing and/or proposed swale or ditch.
b. Existing or proposed pipe diameter, length, and type.
c. Plan and cross-section of existing and/or proposed swale or ditch
including invert elevations.
d. Proposed fill material and source.
e. Catch basin or clean-out arrangements, if applicable.
f. Joint connections, if applicable.
5. The applicant will be held responsible for compliance with all
'Conditions of the Permit" and/or additional stipulations.
B. Processtnq: The application shall be processed as follows:
1. The application shall be submitted to the County for review and
approval.
2. Following review, the Permit Review Section will forward the requested
permit to the Development Services Director's designee for approval or
denial.
3. Permits approved will be distributed as follows: Original copy
retained in the Permit Review Section's File, one copy to be used as
needed, and the last copy with detachable stub to the applicant.
mmlm mm
4. If the permit is denied, the applicant will be notified as to the
reason{s) for denial, and shall be entitled to submit a new or modified
application in accordance with this Handbook.
C. Insoecttons= Inspections are for the purpose of correcting errors seen at
the time of inspection and do not constitute acceptance for maintenance by
the County, nor do they release the permittee from liability if a failure
occurs in the future. Inspections are required by the County for the
following items:
1. Any concrete installation formed at the site requires a form and rebar
inspection prior to pouring.
2. Open-cutting of roadways.
3. Drainage culvert installation and any final swale grading.
4. All work performed within rights-of-way or easements requires a
comoleted inspection of the work and of any adjacent area disturbed by
and during construction.
D. Blmnket Permit= An annual "Blanket Permit' will be issued and the permit
fee waived for all publicly regulated and/or franchised utility companies
under any of the following conditions=
1. Where overhead lines cross the public rights-of-way and there is no
physical construction in the right-of-way.
2. For any construction in utility easements, unless the easement is a
combination utility/drainage easement.
3. For adding poles in an existing line, except in combination utility/
drainage easements.
4. For pole replacement, except in combination utility/drainage easements.
5. When underground secondary and/or service cables are to be installJd
less than 300 feet, and on road crossings where conduits or casings
exist under the street.
6. For installing street lights in the public right-of-way that have been
requested by the Board of County Commissioners.
E. Exemptions from Permi~ Requirements=
1. Minor repairs of a pedestal or pole, provided the pedestal or pole
occupies the right-of-way or easement, by virtu,) of an approved permit,
and provided that no damage is caused to the right-of-way or easement
by the repair servicing vehicles.
2. Routine maintenance of a County permitted facility.
mm mm Ull
3. An overhead pole-to-pole service drop if the pole occupies the
right-of-way or easement by virtue of a County approved permit and
applicable minimum overhead clearance is maintained.
4. A temporary service wire placed across, or adjacent to, the roadway
which wire placement does not create a hazard to the traveling public.
5. Work to be done in or on private property, providing construction will
not be accomplished within a County-dedicated utility/drainage
easement.
6. To run a drop from the tapped pedestal directly to a private property
line, so long as the portion of the cable drop is buried in the right-
of-way or easement and is physically not longer than the total width of
the easement.
EX~UtPLE: From a pedestal located in the middle of a ten foot (10'}
easement, a drop can be run directly to an abutting property
line without a permit so long as that drop runs no longer
than ten feet (10') in the easement.
7. Locating lines and/or valves for other construction.
8. Hydrant and/or valve adjustments.
9. Residential water or gas meter installations provided the meter and
main are located on the same side of the street.
F. Remedies for Violation of this Ordiq. a~ce: For violations of the Permit's
requirements, stipulations, and/or "Conditions of Permit," the County may:
1. Void the approved right-of-way permit.
2. Impose administrative restraints until the violation has been
corrected.
3. Require permtttee to fulfill the permit requirements, additional
stipulations, and/or "Conditions of Permit" at the expense, if any, of
the permittee, his successors, and assigns.
4. Bill the offending person, firm, corporation, or association fo)' costs
incurred.
S. Inform the State Attorney that a violation of this manual has taken
place.
6. Take any other actions permitted by general law.
~. Permit alld InsoecttQn Fees: The Board of County Commissioners shall, by
separate Resolution, establish fees for the issuance of permits for work
within the County's rights-of-way for the following types of permits and
inspections:
1. Work Within the County Right-of-way Permit Fee paid upon application
for a Permit.
i:~ 2. Placement of Sprinkler Heads within the County Right-of-way Permit Fee
paid upon application for a permit.
3. Publtcly Regulated/Franchised Utility Company work wtthtn the County
Right-of-way not tn conjunction with roadway, improvement projects
Permit Fee paid upon application for a permtt.
4. Re-inspection Fee, if required, due to improper or incomplete work
wtthtn the County's right-of-way. This fee shall be patd prior to such
re-inspection. If not paid as required, the Permtttee shall be liable
for penalties as set forth in Section F.1, of this Section [.
5. Jack-and-bore Construction Permit Fee: Thts construction method
entails additional inspection and review time. Therefore, a separate
permit fee will be charged for work ustng thts construction method.
6. Open-cut Construction Fee: Additional review and inspection time is
necessary to ensure compliance with design and permit requirements.
Therefore, a separate permit fee will be charged for work utilizing
thts construction method.
7. Turn Lane/Median Construction: Because of the additional time required
of County staff to specify, review and inspect the requirements for new
or modified turn lanes and/or median openings, an additional permit fee
will be charged.
8. After-the-fact Permit Fee, if required, for performing work wtthtn the
County rights-of-way without first securing a Permit in accordance with
this Manual. This fee shall be paid prior to the continuance of any
work. If not paid as required, the permit shall be void as set forth
in Section F.1. of this Section I.
M. Performance 'Bond Reaulreme~: Any permtttee, including private
contractors, Public Utility Companies and Regulated Franchisees may be
requtred to post Performance Bond, in a form acceptable to the County, for
thetr work if, in the optnlon of the Transportation Services Administrator,
or hts designee, there ts good reason to suspect that such security for
complete performance ts warranted.
-, II. CONSTRUCTION REQUIREMENT;$
R. Reauirements for All Permits: The basic requirements governing location and '
construction methods of facility installations will follow the F~QT Standard
~gcifications for Road and Bridqe Construction. FtQqd Destqn Standards and
Traffic Ooerations Standards, latest applicable edition(s), the Collier
County Land Develooment Code, latest adopted edition, then current County
Construction Standards, the FDOT Manual Q[ Uniform Minimum Standards for
DestQn. Construction and Maintenance fQK ~trQgt) & Hiqhways, then latest
edition, and the Manual O~ U~l. fgrm Traffic Control Devices, then latest
edition. Of primary concern in the design, construction and location of
facilities is the protection of the right-of-way and the safety o¢ roadway
users. In all cases, highest consideration shall be given to sound
engineering principles and economic factors.
1. At locations where Collier County traffic control and/or safety devices
will interfere with .proposed construction, the permittee or his
consultants must notify the Collier County Transportation Services
Division {TSD) Traffic Section, at least seventy-two (72) hours in
advance of the specific Job commencement. All such devices will be
removed or relocated only upon TSD approval and under the supervision
of the TSD. Any traffic control and/or safety devices damaged or
destroyed shall be replaced by and at the expense of the Permittee,
successors or assigns.
~. For the installation of overhead facilities, a minimum clearance shall
be maintained as required by the National Electrical Safety Code,
latest applicable edition, or as otherwise specified by the County.
One side of the right-of-way is usually reserved for communication
lines and the other side is reserved for power lines. In cases where
more than one aerial installation is proposed on th~ same side of the
roadway, a Joint-use arrangement may be appropriate.
3. Only one pole line will be permitted on each side of the right-of-way.
However, a second pole line only to support roadway illumination may be
allowed where the need for same is documented and traffic safety
requirements are met.
4. Each utility pole must be within two feet (2'} of the property/right-
of-way line, with the roadside face being the governing mark, unless
approved otherwise for each respective pole.
5. For then existing rural roads that are planned to have future curb and
gutter, placement of poles shall not interfere with the future road
design.
6. When base-mounted poles are used, the base must be flush with or below
the ground. It may be necessary to restrict this type of installation
to areas where the base is unusually large or where the right-of-way is
restricted.
7. All longitudinal underground utility facilities shall be placed outside
of the shoulders and have a minimum cover of thirty inches (30") unless
6
063- . 203'
· , otherwise approved. Primary cable (voltages exceeding 500 volts) shall
have a minimum cover of thirty-six inches (36") unless otherwise
approved. Secondary cable (voltages less than 500 volts) and water
lines shrill have a minimum cover of thirty inches (30") unless
otherwise approved.
8. Where encasement is used or designed as a pressure vessel, the encased
pipe shall have strength equal to or exceeding the carrier pipe. Where
the casing is not a pressure vessel, the encased pipe shall be capable
of supporting minimum external loads of 2,200 PSF at thirty inch (30")
depth.
9. Gas and liquid petroleum pipe lines shall be designed and constructed
to conform with 49 CFR, Part 19~, TK~Dortation 9f N~ural Gas by
Pipeline, or Part 195, lransDortation of Pipeline, as applicable, then
latest edition(s).
10. When an emergency condition reasonably warrants immediate action, such
as a break in a gas, cable, sewer, or water line, or where a situation
occurs which may endanger the public, time may not permit the normal
issuance of a permit. In such cases, the County TSD should be notified
as soon as possible by any available means. Within seventy'two {72)
hours, a right-of-way permit application and site plan of the work
performed must be submitted to the County.
11. Landscaping other than sodding will be permitted in Public Rights-of-
way if the landscaping meets the criteria in Section IV, Landscaping,
Sod, Sprinkler Placement in Right-of-way, of this Handbook.
12. Fencing that encloses public property or that indicates that public
property is being used for private purposes will not be permitted to be
placed in a Public Right-of-way.
a. Prior to the installation of fencing within any utility and/or
drainage easement, the permittee/owner must obtain approval from
all affected utility companies or agencies. At installation of the
fencing, the permittee/owner thereby assumes total responsibility
for any future removal or replacement thereof.
13. Mailboxes, prior to installation and placement, must meet the
requirements of the'United States Postal Service and all safety and
other requirements specified by the County.
14. Utilities shall use utility easements outside of rights-of-way, unless
otherwise approved in the specific instance.
15. No construction or maintenance of the permitted facility shall
interfere with any property rights of any prior occupant.
16. All materials and equipment are subject to inspection(s) by the County.
17. During construction, all applicable safety regulations shall be
observed and the County shall be relieved of all responsibility for
damage or liability of damage of any nature arising from work
authorized under any County permit. Further, for the proposed work,
when requested, indemnification requirements (public liability
insurance, property damage insurance) shall be supplied to protect
Collier County. A copy of the Certificate of Insurance shall be
submitted to the Collier County Project Revie~l Services Section prior
to the start of construction within any County-controlled Public Right-
of-way.
18. The permittee, through his contractor, is responsible for the means,
methods, and procedures to be followed for construction of the
permitted facilities. Warning lights, flashers, barricades, or any
other safety measure must be in strict accordance with then applicable
. FDOT Standard Index 600 series.
19. All County property must be restored to equal or better than its
original condition, or to the satisfaction of the County.
20. It shall be the permtttee's responsibility to locate and protect from
damage all existing utilities, both aerial and underground.
21. The permittee shall obtain necessary rights-of-entry for construction
and maintenance if required right-of-way for public use has not been
dedicated and accepted by Collier County.
B. Roadway Crossinqs:
'1. General Information:
a. Crossings under existing pavement shall normally be made using the
Jack and bore (or push) methods without cutting pavement. A
pneumatic underground piercing tool is an acceptable device for use
under roadways in those specific areas approved by the County on a
case-by-case basis.
b. Sewer forcematn, gas, and water lines require ductile iron pipe if
placed in an open-cut of a roadway, unless otherwise approved. If
a PVC pipe is to be used in lieu of ductile iron pipe, the PVC pipe
shall meet the design criteria of AWWA C900 Class 200 or County
approved equal. The design criteria for other PVC pipe usage shall
be reviewed on an individual case-by-case basis.
'c. Neither Jetting (air or water) nor tunneling Is allowed.
2. Jack and Bore:
a. A minimum of four inch (4") pipe may be Jacked and bored under a
roadway at a minimum depth of twenty-four inches (24") measured
from the top of the pipe to the elevation of the road edge.
b. If mechanical boring is utilized to place the pipe, the tip of the
drill head shall precede the end of the pipe by no more than two
inches (2").
c. All jack and bore crossings must be a continuous operation at the
approved location and depth. Any deviation from any requirement
8
'063 , 205
, will be sufficient grounds for work stoppage, plugging the pipe
'~ with concrete, and placement of the pipe at another approved
location.
d. Casing will be required for crossing under existing pavement where
the carrier is of a composition that cannot be safely jacked and
bored.
e. All voids in a casing must be sandftlled or grouted.
3. Pushing a Pipe:
a..A maximum three inch (3") pipe may be pushed under a roadway if
approved by the County in the specific case.
b. Pipe shall be pushed at a minimum depth of thirty inches (30'),
measured from the top of the pipe to the elevation of the road
edge. Exceptions may be made for driveway crossings at the
discretion of the County.
c. For the installation of sprinkler lines in the right-of-way, see
Section IV of this Handbook.
4. Any request for an exception to any of the foregoing requirements must
be fully Justified by the applicant in writing to the County.
5. Road Pavement Cutting:
a. Open-cutting of existing pavement will generally not be allowed,
but may be considered under one or more of the following
conditions, provided inspection and approval beforehand is made by
the County Project Review Section:
(1) Subsurface obstructions including rock within thirty inches
(30"} of the surface.
· (2) High water table that cannot be adequately lowered by
conventional means {i.e., well-pointing or sump pumping).
(3) Limited space fo~ Jack and bore pits due to right-of-way
confinement.
(4) Condition of roadway surface, including imminent resurfaclng
and rebuilding.
b. Where an open-cut has been permitted, replacement of backfill,
base, and wearing surface shall be in accordance with Section IV,
"Drawings and Iljustrations," of this tlandbook and/or special
stipulations, if any, of the permit.
c. Limerock for backfill shall be placed at hand on the job site
during open-cutting.
d. If the restoration is incomplete at the end of the day, the trench
shall be backfilled and made flush with existing pavement edges.
9
e. Before a lane is open to traffic, an asphaltic patch must be
provided where applicable.
f. Upon backfill and completion of the base, if the hot mix asphalt is
not immediately placed, a temporary cold or hot mix asphaltic patch
with a smooth all-weather surfacn may be utilized if authorized by
the County.
g. The Permittee assumes all maintenance/repair responsibilities and
liability for the installation.
I. Where open-cutting of pavement is permitted, an additional non-
refundable fee of $500.00 shall be levied to cover the additional
costs to the public for potential future maintenance of the
open-cut section.
C. Attachments to Structures CBrtd~es. Culverts. ~t~,):
1. Attachments to structures in the right-of-way are discouraged,but may
be considered under the following conditions:
a. When, in the opinion of the County, an extreme hardship will result
by not attaching to the structure.
b. When attachment will not create a potential hazard to the public..
c. When attachment will not affect the integrity of the structure
(structural analysis by the Applicant may be required to be
submitted as part of the permit application).
d. When attachment will not adversely affect the aesthetics of the
structure.
e. When attachment will not hinder maintenance of the structure.
2. Criteria: If attachments are permitted by the County, the following
criteria must be adhered to:
a. All maintenance of facilities attached to structures shall be made
without hazard to the public and in accordance with all applicable
safety standards.
b. Existing clearances (overhead, lateral, and vertical) shall not be
reduced.
c. Facilities shall be in casings so that maintenance can be
accomplished from the ends of structures.
d. Material used for casing and attachments should be such that it
will require minimum maintenance. Such materials include ductile
iron, galvanized steel, stainless steel, fiber glass, aluminum,
and/or concrete.
e. All lines carrying hazardous materials must be encased throughout
the length of the structure with shutoff valves'within distances
10
207
. specified by the County. Casings must be designed to contain the
hazardous material on the structures and must be vented at each end
of the structure.
f. Any attachment shall be installed so as not to induce corrosion
into the structure or to lessen the structure's structural
integrity.
g. Appropriate fan guards, fences, and signs shall be placed as
required by the County.
O. Safety Reautrements:
1. Unless an approved detour is provided at any open-cut crossing, a
minimum of one-traffic lane will be maintained during the daylight
hours and two-way traffic at night. All traffic detours shall be
restricted to the limits of the County Right-of-way with necessary
flaggers and/or marking devices. Approved detours shall be approved by
the County prior to permit issuance. Detour of traffic outside of the
County Right-of-way will be considered only with the approval of
affected local governmental agencies and private interests.
2. Signs, flaggers, and other safety devices shall be utilized throughout
the construction time period in accordance with FDOT Index 600 series.
E. Restoration Reautrements: All Collier County Public Property shall be
restored to its original condition or better, consistent with the FDOT
Standard Soectficattons for Road and Bridqe Construction, then latest
applicable edition, and/or the Collier County Land ~evglopment Code, then
latest edition, and in a manner otherwise satisfactory to the County.
1. Restoration Guidelines:
a. All material excavated from the County Right-of-way in excess of
the quantity required for backfill, shall be' removed by the
permittee at his cost and expense. All unusable material shall be
disposed of at the permittee's expense and not be placed within the
limits of the County Right-of-way unless specifically directed by
the County.
b. Anyone who performs work within the public right-of-way shall be
responsible for protection of all existing vegetation and
facilities not authorized on the permit to be removed. It shall be
the permittee's responsibility to have all construction debris
removed from the Public Right-of-way and to restore all vegetation
and facilities damaged or relocated during construction.
c. Sodding, seeding, mulching, and watering operations, when required,
are to begin within three (3) weeks after completion of
construction or as otherwise directed, and shall be continuously
monitored and watered until growth is initiated or until sufficient
local shower activity will ensure growth. All requirements
regarding sodding, seeding, mulching, and watering shall be in
accordance with the FDOT Standard Specifi__cAtions for Road and
Bridge Construction, then latest edition, or as otherwise
11
0§3
:' directed by the County. Any yards or parts of right-of-way in
~' · .."~' front of adjacent property that contain a grass mat shall be
re-sodded with similar sod.
d. The indiscriminate cutting of trees or disfiguring of any feature
of scenic value is prohibited, including by use of herbicides. The
necessary trimming or cutting of trees by the permtttee in the
interest of public safety or continuity of facility service shall
not be considered indiscriminate where such facilities cannot
bypass the obstruction without violating minimum clearance
requirements.
e. All side drains, side ditches, swales,.and storm sewers will be
referenced as to grade and location prior to construction, and
must be maintained during construction.
f. Drawings are included in Section VI of this Handbook.that show
proper road replacement for an open-cut. Additional paving may be
required at the direction of the County.
g. Temporary asphaltic patches are permitted when restoration of the
road is incomplete at the end of the day, but only with the
approval of the County. If special approval is given for a
temporary patch, the cut shall be properly back-filled, with
compaction meeting the density requirements specified, primed, then
the cold or hot mix asphaltic patch applied. At the time of final
paving, the temporary cold or hot mix asphaltic patch used shall be
removed and the final asphaltic overlay shall be evenly applied, as
required. The temporary patch may be utilized from the placement
of said patch for a maximum of go days thereafter.
h. Both field and laboratory testing, such as density testing (LBR,
Proctor}, on the proposed backfill material shall be conducted by a
certified laboratory. All testing shall he completed and shall
meet minimum density requirements on each lift prior to additional
backfilling. Copies of all completed compaction test results shall
be furnished to the County prior to completion of the project.
i. When the specified compacted limerock base is greater than six
inches (6"), the base shall be constructed in two (2) or more equal
lifts.
J. Ltmerock used for backfilling must come from an FDOT approved pit.
k. Unpaved roads must be repaired as shown on the drawings in Section
VI of this Handbook.
1. Where crossings are made through driveways or parking lots, within
Public Rights-of-way or dedicated easements, restoration shall be
equal ts or better than that previously existing, in both material
and workmanship.
F. Haterial Specifications: All materials shall meet the requirements of
Article 3, DEVELOPMENT REQUIREMENTS, of the CCULDC. Any materials not
12
063 209
mm
specified in the CCULDC shall be in accordance with the FDOT Standard
$oectftcattons for Road and Bridae Construction, then latest edition. If
the permittee requests any substitution of materials, such substitution must
be approved by the County prior to the issuance of the Permit. Substitute
materials not so approved shall be removed and replaced at the direction of
the County and at the sole expense of the permittee.
G. permissible Work HQur$: Normal work hours shall be from 7:00 A.M. through
5:00 P.M. from Monday through Friday, except for work in medians and for the
construction of turn lane~. Median and turn lane construction shall be
confined to 'off-peak' traffic hours and "off-peak" traffic days.
"Off-peak' shall be defined to mean the hours from 8:00 P.t~. through 6:00
A.M. and Saturdays and Sundays. Median and turn lane construction may, when
circumstances require, be permitted during 'on-peak' hours with the approval
of the Transportation Services Administrator, or his designee. Such
approval, if granted, shall be considered permissive and may be rescinded
for failure to abide by the conditions or restrictions contained within the
permit. Such permissive approval may also be rescinded if, in the opinion
of the Transportation Services Administrator, traffic operational hazards
result from construction operations.
13
D83 210
III. TURN L/~ES, DRIVEWAYS, ACCESS ROADS
A. Seoarate Turn Lane Requirements:
1. Turn lanes are required and must be constructed whenever any of the
following conditions exist:
a. Two Lane Roadways:
(Il Left turn lanes must be provided whenever the left turn volume
into a development is two percent (2%) of the Level of Service
"C" daily volume, or whenever the highest hourly volume of the
turning movement is 20 vehicles or more.
(2) Right turn lanes must be provided whenever the right turn
volume into a development is four percent {4%) of Level of
Service "C" daily volume, or whenever the highest hourly
volume of the turning movement is forty (40) vehicles or more.
b. Multi-lane Divided Roadways:
(1) Median openings~ other than those existing at the time of
permit application, to accommodate left turns at locations
other than street intersections may be permitted only when the
projected traffic volume at the proposed opening (two-way
total) averages one hundred fifty (150) vehicles per hour
during the eight (8) highest hours of a typical day. When new
median openings are permitted, they shall always include left
turn lanes.
(2) Right turn lanes shall always be provided for existing
multi-lane divided roadways or .for roadways which are
scheduled to become multi-lane divided roadways in accordance
with the Annual Update and Inventory Report of the Collier
County Growth Management Plan.
2. These requirements may be modified or waived by. the County when
physical conditions at the site make their application impractical or
when the road is to be reconstructed as part of an approved CIE. While
separate turn lanes are usually not required by traffic volumes until
the specified volumes are reached, developers shall include them with
the initial project access construction. This policy will be less
costly than stage construction and there will be only one period of
disruption to existing traffic.
B. Geometric Restrictio~: The following geometric restrictions for the
classification of the type of property being served are hereby established
as the standard. Practicality and space limitations preclude the inclusion
of data to cover all design criteria. The County m~y mitigate the geometric
and design standards when conditions warrant.
1. Single Family and Duplex Residences.
a. Lots having frontages of fifty feet (50') or less shall be
permitted only one (1) driveway access.
b. The width of a driveway access at the right-of-way line shall be
not less than ten feet (10') or more than twenty-four feet {24'),
except that a driveway access located on a street having a speed
limit greater than thirty (30} mph shall have a width of not less
than twelve feet (1Z').
c. No driveway access for any residential zoning district, except
mobile home districts, shall be located less than fifty feet (50')
from an intersection as measured along the property line from the
......... ''intersection of right-of-way lines to the near edge of the
driveway. In mobile home districts, the access shall be not less
than twenty feet (20') from the intersection measured as before.
d. No driveway access shall be located less than seven and one-half
feet (7~') from the side lot line unless those adjacent lots are in
common ownership or are to be served by a common driveway, are
~'~'=77~! ..... W~ived by the County, or are in a mobile home zoning district.
..... "~[" See Standard Drawing "A", Section VI of this Handbook.
.-2'.'.-i. Automobile Service Stations and Drive-through Businesses:
.... ~. 'Driveway accesses shall be located in accordance with the Collier
.. County Access Management Policy, as it may be amended from time to
time.
~.~i'~.~'.~.~.'_~An.~utomobile service station or drive-through business shall have
a maximum of two (2) one-way driveway accesses, or one (1) two-way
...... "" ...... access along any street it abuts.
c, Driveways shall be located in accordance with the Collier County
-...~.-' Access ~anagement Policy as it may be amended from time to time.
d. Dr. iveways shall be no more than twenty-four feet {24') in width at
-'- .... ' the right-of-way line. One-way driveways shall be spaced not less
..?-.... than thirty feet (30') apart measured edge-to-edge of driveway
. ".'excluding radii, except that driveways serving automobile service
-'-~.'-- stations may be up to thirty feet (30') wide. No portion of the
. . ' 'right-of-way between driveways shall be paved except to provide for
--. sidewalks.
q...Alleys shall not be used as a primary ingress or egress to any
:" " property.
'';;;"'"'f;. See Standard Drawing "B", Section VI of this manual.
"': 3..' ShopPing Centers and Commercially Zoned Properties
" a. 'Driveway accesses shall be located in accordance with the Collier
.... "' · "County Access Management Policy, as it may be amended from time to
time.
b. A single lane driveway serving a shopping or retail center shall
not be less than twelve feet (12') nor more than fourteen feet
(1¢') in width at the right-of-way line. Two (2) lane driveways
shall not be less than twenty feet (20') nor more than twenty-four
feet (24') wide at the property line. When two (2) adjacent
driveways are operated as a one-way pair, these dimensions shall
apply to each driveway separately.
c. All signs and pavement markings shall conform with the Hanq~l qn
Uniform TrafFic Control 0evices, then latest edition, and shall be
shown on the site plan submitted with the application for a
building permit, or as other~ise required by the County.
d. See Standard Drawing "C", Section VI of this Handbook.
4. Multi-family, Industrial, and Other Commercial (Excepting Shopping and
Retail Centers, Auto Service Stations, and Drive-thru Businesses).
a. Driveway accesses shall be located in accordance with the Collier
County Access Management Policy, as it may be amended from time to
time.
b. Single lane driveways shall not be less than twelve feet (12') nor
more than fourteen feet (14') in width at the right-of-~ay line.
Two (2) lane driveways shall not be less than twenty feet {20') nor
more than twenty-four feet {24'), excluding the drive radii, in
width at the right-of-way line.
c. All signs and pavement markings used shall conform with the H)n~al
on Uniform Traffic Control Devices, then latest edition, and shall
be shown on the site plan submitted with the application for a
building permit.
d. See Standard Drawing "C", Section VI of this Manual.
C. 'Minimum Desiqn Standards:
1. Design of individual driveways shall conform to and incorporate the
following features:
a. Driveway edges are to be connected flush to the edge of pavement of
the roadway with adequate radii or taper to provide a safe turning
maneuver, to avoid any hazard to through street traffic, and to
contain the vehicle within the paved portion of the driveway.
b. Driveways shall be positioned to intersect as nearly as possible at
right angles to the roadway.' Paved driveway aprons shall be
extended to the right-of-way/property line, or for a minimum of
twenty feet (20') from the edge of the existing pavement where the
public right-of-way exceeds sixty feet (60') in width. Swale
driveways shall be paved to design grades specified by the County.
c. Driveways, or any portion thereof, shall not be constructed within
side and rear lot public easements unless permitted by the County
in the specific case.
16
If the placement of a driveway, or portion thereof, is ,~ithin a public easement,
the responsibility and expense for future removal and replacement
· shall be the permittee's.
d. All driveways are to be constructed so as not to impair proper
drainage within the road right-of-way or to alter the stability of
the roadway subgrade and shoulders.
..
e. If drainage culvert is required under the driveway, the type,
length, and diameter shall be approved by the Development Services
Department. The length of drainage culvert required shall be based
on the driveway width at the centerltnE~ of the swale, plus a
minimum of four feet (4') each side of the driveway for driveway
shoulders and a distance based en 4:1 slope using the driveway's
centerline elevation and the culvert's invert elevation as the
vertical distance to compute the required horizontal distance,
unless otherwise specified.
f. Where culverts are used, reinforced concrete pipe meeting the FDOT
Standard Specifications for Road and Bridqe Construction, then
latest edition, shall be required in all cases ~(here there is less
than twelve inches (12') of cover for properties zoned for multi-
family or commercial use. Such driveways shall have a minimum of a
five foot (S') shoulder on each side and the typical 4:1 slope from
the shoulder's edge to the culvert's invert, unless otherwise
specified.
g. Mitered end sections with concrete collars having a broom finish
and sodded as shown in the standard drawings in Section VI shall be
required for all culverts. These requirements may be waived by the
County where unusual conditions prevail, such as the depth of the
roadside swale and the distance the swale is located from the edge
of pavement.
2. Types of Driveways and Specifications:
a. Asphaltic concrete drives:
(1) Driveways for residential use shall be constructed on a
stabilized subgrade using a minimum of four inches {4") of
compacted limerock base or four inches {4") of compacted sand
asphalt base ("black base') with one and one-half inches
of asphaltic concrete surface course, conforming to FDOT
Specifications for Type S-1 or Type II.
(2) Driveways for multi-family, commercial, or industrial use
shall be constructed on a stabilized subgrade, using a minimum
of eight inches (8") of compacted limerock base or eight
inches {8") of compacted sand asphalt base ("black base") with
' one and one-half inches (l~") of asphaltic concrete surface
" course conforming to FDOT for Type S-I or Type II.
b. Concrete drives shall be constructed on a stabilized subgrade with
a minimum of four inches {4") of Class ! CClncrete having a minimum
mm
twenty-eight (28) day strength of 3,000 psi, and which may be
reinforced with 6x6 J10/#10 welded wire fabric or equal. The
surface shall be broom finished. In cases where new concrete is
placed adjacent to existing concrete, a one-half inch ()")
expansion joint is required. Where concrete is used for a driveway
in the public right-of-way, a one-half inch ()") expansion joint is
required at the right-of-way line.
c. Loose gravel, rock, and ornamental stone will not be permitted
within the public right-of-way unless the material is properly
bonded with an adhesive agent creating a monolithic and stable
surface acceptable to the County.
3. In areas where roadside swales are required, the right-of-way shall be
graded a minimum of three inches (3") below design swale grades to
allow for the installation of sod.
4. A temporary access, when permitted, shall be utilized for a maximum of
a six {6) month period from the date of permit issuance, unless
otherwise approved.
5. Existing access points which are not to be incorporated with the site's
development shall be totally removed and the right-of-way shall be
restored prior to final approval by the Count)'.
6. Driveway Throat Lengths: Throat lengths, as they apply to commercial
developments, shall utilize the following criteria:
a. Shopping Centers {up to 200,000 square feet).
(1) Access to project entrance roadway for out-parcels:
(al On project entrance roadways that are major traffic
generators {peak hour volumes of 150 VPH or more), throat
length - 100 feet.
{b) On project entrance roadways that are minor traffic
generators {peak hour volumes less than I50 VPH), throat
length - 75 feet.
(2) Access to project entrance roadways for parking aisles:
(al On project entrance roadways that are major traffic
generators (peak hour volumes of 150 VPH or more), throat
length - 75 feet.
{bi On project entrance roadways that are minor traffic
generators {peak hour volumes less than ]50 VPH), throat
length - 60 feet.
NOTE: On shopping centers that are greater than 200,000
square feet, a traffic impact analysis shall be
prepared by the permtttee to determine all throat
lengths.
mm
b. Other Commercial Developments:
(1) For access to project entrance roadways for out-parcels, use
the same criteria contained herein for shopping centers.
{2) For access to project entrance roadways for parking aisles,
use a minimum throat length of fifty feet (50').
c. General Criteria for Throat Distances:
(1) The thromt distance shall be measured from the nearest edge of
pavement on the arterial/collector roadway (either existing or
proposed pavement) to the nearest edge of pavement of the
access roadway.
(2) All of the foregoing criteria are predicated on having
adequate storage and taper lengths for both right- and left-
turn lanes on the arterial/collector roadway. Said storage
and taper lengths shall be obtained using FDOT, AASHIO, FHWA,
and CCULDC criteria.
D. Access andSite Plan Information Reoutred:
1. The application for the PE~IT, whether new construction or
alterations, shall contain the following information:
a. Owner's name, mailing address, and telephone number.
b. Legal description of lot or tract.
c. Site plan indicating:
(1) Lot dimensions.
(2) Location of proposed driveway with respect to lot lines.
{3} Fronting County roadway name, existing width of pavement, and
existing right-of-way dimensions and location with respect to
edge of pavement, swale location, and curb and gutter, if
applicable.
d. Proposed driveway geometrics including width of driveway at the
right-of-way line and size of radii or turnout intersecting
roadway.
e. Type of pavement being used--asphaltic concrete, Portland cement
concrete, etc.
f. A copy of the most recent survey; or note if a survey has been
completed on the lot or tract and if the corner survey pins are
still intact. The lot or tract numbers shrIll be posted at the job
site at front property corners, and on the side property corners if
the lot or tract is a corner lot.
19
g. In cases where driveways will utilize a State Road Right-of-way, an
approved FDOT Driveway Permit must be submitted with the site plan.
E. Contractor/Oevelooer Guarantee Requirements: At such time as the contracto~
completes the turn lane and other improvements required as part of the off-
site development commitments, the contractor or developer shall submit a
guarantee bond for the work performed within the right-of-way, lhe
guarantee document format is available from the Collier County Development
Services Department.
F. SPecial Considerations/Requirements for I~okalee:.
1. A right-of-way permit application shall be filled out completely and
submitted to the Customer Services Section at the In~nokalee Branch
County Complex with the required fee and accompanied by three (3)
copies of a site plan showing the following:
a. Width of driveway at property line/right-of-way line.
b. Type of construction--asphaltic concrete, concrete, ltmerock, etc.
c. Distance from driveway's edge to nearest side property line.
d. Radii or turnout dimensions to be used.
e. Name of the street which driveway fronts.
f. Type of existing street construction--paved (asphalt) or unpaved
(limerock).
g. A copy of the most recent survey, or note if the survey has been
completed on the lot or tract and corner survey pins are still
intact. Lot or tract numbers shall be posted at the Job site at
front property corners, and on the side property corners when the
lot or tract is a corner lot.
h. In cases where driveways will utilize State goa~ Right-of-way, an
approved FDOT Driveway permit must be submitted with the
construction site plan.
I. For additional drive access requirements, consult the Collier
County Land Development Code and the Collier County Access
Management Policy.
2. Building plans will be stamped with the following note: 'Approved
subject to meeting County Ordinance No. 93- and the ~ollier Couq:Y
Public Riqht-of-wa¥ Cqnstruction Standards-q~i[~dbook, latest edition,
and any other right-of-way requirements, if applicable."
3. All right-of-way permits shall be forwarded to the Project Review
Services Section of the Collier County Development Services Department
to determine the drainage culvert size, type, length, grade elevations,
and any other additional requirements.
2O
4. The right-of-way requirements will be indicated on the three (3) sets
of plans and/or noted on the right-of-way permit when approved by the
Project Review Services Section. Copies of the approved Permit will be
distributed as follows:
a. Original: Retained in the permit file at Project Review Services.
b. Copy: To be used as needed.
c. Second Copy w/Detachable Tab: to the applicant.
5. At such time as the driveway access is completed, the permittee shall
contact the Compliance Services Section for a final driveway
inspection. The Compliance Services Section shall be given a seventy-
two (72) hour advance notice prior to final inspection.
6. The Compliance Services Section of the Collier County Development
Services Department will inspect the drive access.to see if it meets
the approved plans. When the work' within the right-of-way meets
minimum Collier County specifications, the Compliance Services Section
of the Development Services Department will notify the Immokalee
Building Department and then note as approved on the "Master Control
Card." Upon receipt of all approvals, including right-of-way approval,
for the structure, the In~nokalee Building Department will issue the
Certificate of Occupancy and call for Final Power, if all other
inspections are acceptable.
7. The exception to the above procedure is as follows:
a. Prior to issuance of a building permit for any multi-family or
commercial structure, the building permit application and plans,
including the right-of-way permit requests, shall be submitted to
the Collier County Development Services Department for review and
approval or denial.
b. If access is to be from County Roads 29A, 846, 849, 850, 858, 890,
Bg4, or State Roads 2g, 82, and 84, driveway access permits shall
be obtained from the appropriate agency, County or FDOT, prior to
the issuance of a building permit for either residential or
commercial properties.
?";!"', · IV. DRAZNAGE, LANDSCAPZNG, SPRINKLER PLACEHENT$ ZN RZGHT-OF-NAY
A. Orllnaqe Culvert Installatfon: The following procedure shall be followed
for the installation of drainage culvert within Public Right-of-way:
1. Prior to installations of any type of drainage culvert within the
right-of-way, an approved 'Permit to Perform Work and/or Maintenance in
Public Right-of-way" from the Development Services Department shall be
obtained. A separate permit need not be obtained if the proposed
installation is reviewed and approved by 'the Development Services
Department as part of new construction plans.
The required culvert length, type, size, and other pertinent
information including mitered end sections, concrete collars, and sod
shall be shown on the approved permit.
3. The culvert grades shall be set in accordance with the approved plan.
4. The permittee or contractor shall place the culvert to the specified
elevations and shall re-grade or re-shape the swale and road shoulders
that have been disturbed or damaged during construction to comply with
the plan's stipulations and/or "Conditions of Permit."
5. Unless otherwise approved, a clean-out or inlet must be constructed
every fifty feet (50'). An inlet, clean-out, or Junction box shall
also be required at any change of culvert size, culvert type, change of
flow direction or any union of two or more culverts. The minimum
inlet, clean-out, or Junction box size is twenty-four inches (24") by
thirty-six inches (36"), inside dimension. Each such inlet, clean-out,
or Junction box shall have a cast iron grate by United States Foundry
(No. 6210) or equivalent.
6. If the swales, drainage culverts, and inlets are not installed
correctly, final approval will be withheld- until corrected. No
Certificate of Occupancy may be issued until such final approval is
granted.
7. Six (6) months is the maximum time allowable for temporary culverts to
be incorporated within the drainageways of Collier County unless
otherwise specified by the County.
8. Twelve inch (12") diameter culvert is the minimum size allowable for
use where a culvert is to be connected to the County drainage system,
or where a culvert is placed within the right-of-way.
g. In cases where the culvert is associated with a driveway and is
approved as part of a building permit, an inspection shall be made and
work shall be approved prior to the Development Services Department
signing the Building Department's ")4aster Control Card" to ensure that
all public property has been restored to a condition satisfactory to
the County.
~. ~ener~l: Untfom regulation of landscaping is applicable to all
,rr.~'~L:~roadway'and. ca~al "rights-of-way within the unincorporated area of
.... · ! Collier County, :.and'also in those rights-of-way which lie within
municipal boundaries but which are mafntaint~ by Collier County.
Unlessotherwtse~dlrected by ~he Board of County Commtssloners, Collier
· '.'County"does"not participate 'with 'private owners, developers, and
'~' assoctattons~tn right-of-way landscaping either to the. extent of
:.providing planting or maintaining trees, hedges or shrubs of any type.
Whenever necessary for the construction, repair, maintenance, tmprove-
.,ment,"'alteratton or relocation of said right-of-way as determined by
the .County, any or all plantings, grass, trees, shrubs, hedges,
· sprinklerS-or 'other"f'el~t~d landscape facilities authorized under this
ordinance shall be removed from said right-of-way, or relocated thereon
as required and so notified by the County at the expense of the
permtttee, his successor or assigns.
~ Where permttt~e, or hiS' successor or assigns, is notified of a need for
.;construction,. repair, matntenance,improve~ent, alteration of or
· relocation within the right-of-way and no action is taken by the
responsible entity withtn the time frame specified by the County, the
· -County 'shall cause the permitted work to be altered, relocated or
~-.removed, with the total expense being borne by the permittee or the
. entity responsible.
2. L'Spectal 'Requirements for tandscape Permitting Within the Right-of-way:
.A private owner, developer or civic or homeowners' association desiring
to landscape within a public right-of-way shall submtt a right-of-way
permit request with a plan setting forth the proposal in sufficient
detail that it may be properly reviewed. The permit application shall
include .three (3) sets of detailed plans indicating the existing right-
. of-way facilities and the type and location of the proposed plantings,
location of electrical and irrigation system(s) and the agreement
document giving the name, telephone number for contact, and address of
the entity responsible for the maintenance of the landscaping.
When permitted materials are placed within the public right-of-way, the
installation is for permissive use only and that plactng of materials
shall not operate to create or vest any property rtght of the
associated right-of-way to the permittee or his successor or assigns.
Furthermore, the permtttee, or his successor or assigns, shall be
responsible to maintain such material until removed or unless otherwise
specified.
3. Type of Planting: The use of grass, shrubs or other low-growing
vegetation that is easily maintained may be used on medians and
roadside recovery areas. Care should be taken to use shrubbery or
other vegetation that will slow an out of control vehicle without
excessive deceleration. Vegetation that will develop large trunks or
branches should be avoided. Plantings to be considered for placement
within a public right-of-way should have as many of the following
characteristics as possible:
23
063 220
a. Preferably native species.
b. Resistant to hurricane winds.
c. Non-poisonous.
d. Resistant to Insects and diseases.
e. Free from extensive root system.
f. Hardiness to cold.
g. Adaptable to sotl conditions.
h. Adaptable to low motsture conditions.
t. Free from noxious odors.
j. Free from mess fruits, flowers, or leaves.
k. Long season of beauty.
!ii' 1. Salt resistant when planted near salt water.
m. Long 11re expectancy.
n. Low maintenance.
Shrubs shall not obstruct views of the traffic and shall have a maximum
height of thirty inches (30") measured from the nearest edge of
pavement. Typical shrubs tha: might be used are: Cocoplum, Silver
Buttonwood, Yucca, Ltgustrum, and Chinese Hibiscus. Succulent plants
such as Cactus, Century (S~antsh Bayonet), etc., are not acceptable for
placement within any right-of-way.
Trees shall not obstruct views of the traffic, and their foliage shall
be cut away and maintained between thirty inches (30") above roadway
grade and eight feet (8') above roadway grade. The following are
typical of trees that may be considered for use: Black Olive,
Mahogany, Pongam, Laurel Oak, Pink Trumpet, and Coconut Palm. The
following are typical of trees that may be considered for use in the
median: Cabbage Palms, Queen Palms, Royal Palms, and European Fan
Palms. Any tree used in a median should be capable of breaking upon
impact. Trees which are not acceptable for placement within any right-
of-way are: All Ftcus species, Australian Pines, Melaleucas, Earleaf
Acacia, Brazilian Pepper, and all Eucalyptus.
4. Maintenance of Plantings: Approval for private owners, developers, and
associations to plant within the right-of-way will be given only where
the planting is of a low-maintenance type and the responsible party is
responsible for maintenance of the landscaping material. Maintenance
shall include watering, fertilizing, pruning, spraying for insects and
diseases, removal of weeds, removal of debris caused by wind or
accidents and any other practices necessary to maintain the planting in
24
00K 063'PA 221
immm
acceptable condition. If the landscaped material is improperly
maintained, the County shall serve notice upon the responsible
maintaining entity to provide proper maintenance. If the responsible
party fails to do so, the County shall remove the offending material at
the sole expense of the responsible entity.
5. Location of Planting: Placement of trees, plantings shrubbery and
other landscaping items shall consider driver, pedestrian, and
maintenance safety. The driver must be provided unobstructed
visibility of all traffic movements at intersections, crossovers, and
turn lanes. Locations should not necessitate that maintenance
personnel work from a driving lane to take care of plantings placed too
close to the edge of pavement.
6. Tree and Shrub Spacing: Spacing between trees and shrubs shall be
governed by the ultimate spread of the species at maturity and by the
condition present where the trees are to be planted. The spacing of
large trees or shrubs on both sides, outside of the roadway, shall be
staggered and their placement shall not conflict with the location of
existing or proposed sidewalk/bikepath, drainage facility, underground
or overhead utility lines. Trees or shrubs planted under existing or
proposed overhead lines shall, at maturity, not conflict ~(ith the
utility facilities.
7. Planting Within Canal Right-of-way or Drainage Easement: Control of
planting within canal rights-of-way or drainage easements is necessary
to provide proper access for maintaining the canals. As there are many
varied conditions associated with the canal location, each request for
planting within a canal right-of-way or easement will be considered on
an individual basis.
8. Median Planting: Because landscaping within the median of a divided
highway may be in conflict with traffic safety and underground utility
placement, it is necessary to consider each request on an individual
basis. Landscaping within the median area will only be considered for
approval when an approved concrete curb exists or is installed in
conjunction with or prior to the installation of the landscaping.
Landscaping other than grass and ground cover, thirty inch {30") height
maximum, shall be located six feet (6') behind the back edge of curb.
In congested or slow-moving traffic areas, the placement of landscaping
other than grass and ground cover, thirty inch (30") height maximum,
may be approved at a distance of four feet {4') behind the back edge of
curb. Mounding may be permitted provided the height of the mound,
including associated landscaping, does not exceed the total thirty inch
{30") maximum height limitation.
g. Visibility at Intersections: At street intersections, no landscaping,
fencing, wall or other structure shall be allowed to be constructed or
placed in such a manner as to obstruct vision between a height of
thirty inches (30") and eight feet (8') above the centerline grade of
the intersecting streets in the area bounded by the right-of-way lines
of the intersecting streets and a line joining points along said right-
of-way lines twenty-five feet {25') from the point of intersection.
O~wi~ LD-I in Se~tto~ VI indicates the required visibility. Trees,
25
063 222
when permitted, shall have the foliage cut away and maintained within
the thirty inch {30') and eight foot (8') clearance requirement. At
street intersections involving a divided htghv~ay with medians,
landscaping will not be permitted which will obstruct visibility of
oncoming traffic.
10. Placement of Landscape Materials on Arterial and Collector Roads: New
plantings of trees whose trunk diameter at maturity, measured at a
'thirty inch {30") height vertically from the nearest edge of pavement
will exceed four inches {4'), shall not be closer than thirty feet
{30') from the edge of the traveled Way, except in special
circumstances. However, the thirty foot {30') distance for vehicle
recovery area is not to be considered a fixed single-control dimension.
Variations in cross-section design or traffic characteristics may
increase or decrease this .dimension. Shrubs and ground cover may be
planted or may be retained within the recovery area for safety and
aesthetic purposes. Existing trees may remain in place under the
following conditions: {1) on the high or cut side of the roadway, but
not in the likely path of an uncontrolled vehiclel (2} on the low or
fill side, if protected by a guardratl placed for other reasons, or not
likely to be hazardous to an out-of-control vehicle; or (3) are
important historically or aesthetically and are protected by a
guardrail.
Minimum setbacks for newly planted trees with an ultimate diameter of
more than four inches {4") shall be as follows:
a. 45 MPH or Greater Maximum Speed Limit: Mtnimvm setback from the
edge of the traffic lane shall be thirty feet (30') unless one of
the following conditions will allow for a lesser distance:
{1) Cuts of three {3) to one {1) or steeper - ten feet (10')
behind the point of vertical intersection {PVI) at the toe of
the slope.
(2) Where concrete barriers, walls, abutments~, or other rigid
obstructions are used - four feet (4') behind the obstructions
where the barrier is for a purpose other than protecting the
tree.
{3) Where flexible guardrail {box-beam, w-beam or cable) is used,
six feet {6') to twenty feet (20') behind the face of the
guardrail, depending upon the type where the barrier is for
a purpose other than protecting the tree.
{4) Where limited right-of-way exists or where the necessity for
planting would result in less clearance, all factors in the
particular problem area shall be weighed to decide if a
special exception is warranted in the discretion of the
lransportation Services Administrator or his designee.
b. Maximum Speed Limit of 40 MPH or Less:
26
(1) Minimum setback from the edge of the traffic lane may be
twenty-five feet (25') unless one of the conditions set forth
under a., above, will allow for lesser distance.
(2) In high traffic urban or tourist areas where traffic is
typically congested or slow moving, the placement of trees
four feet (4') behind a barrier curb may be approved based on
a review of plans by the Transportation Services Administrator
or his designee.
c. On horizontal curves, adequate sight distance for the design speed
of the highway must be maintained.
d. Modification of the minimum setback may be required by special
. considerations. For example:
(1) Occasionally, conditions may warrant planting slightly closer
to the pavement in order to fulfill some limited specific
function, but most functional planting shall consist of low
growing shrubs below the line of sight (less than thirty
inches [30"] in height measured from the neares% edge of
pavement).
(2) The characteristics of the plant material used may affect the
amount of offset needed.
e. Maximum Speed Limit of 30 MPH or Less:
(1) Plantings other than grass and ground cover (thirty inch [30"]
height maximum) shall be no closer than eight feet (8') from
the edge of pavement or six feet (6') from the back edge of a
concrete valley gutter.
(2) Where there is existing curbing, plantings other than grass
and ground cover (thirty inch [30"] height maximum) shall be
placed no closer than four feet (4') from the edge of pavement
measured from the back edge of the concrete curb or concrete
curb and gutter.
11. Sod Placement in Ditches and Swales:
a. A "Permtt to Perform Work and/or Maintenance tn Public Right-of-
way" must be applied for by the responsible property owner or his
authorized agent.
b. A drawing shall be submitted which shall at a minimum contain the
following information:
(1) Distances from:
(a) centerltne of the traveled way to property line/right-of-
way line.
{b) edge of pavement to swale invert.
27
063 22 4:
(c) edge of pavement to property linc/right-of-way line.
id) location and width of driveway and distance to side
property line.
(el lot, block, unit number, and street name or number.
c. The sod shall be placed to the proper grade and cross-section to
ensure the flow of water in the ditch. In excavating for the
placement of sod, a minimum three inch (3") undercut is to be
provided. It is the responsibility of the permtttee to ensure an
adequate undercut to maintmin water flow.
d. It shall be the abutting property owner's responsibility to
maintain the sod and to ensure that the's,~ale invert is kept open
and unobstructed, unless otherwise stipulated by the County.
e. If the placement of sod is associated with {and is approved as part
of) a building permit, the entire swale shall be undercut to allow
for the top of sod to be placed at design elevations, and the sod
shall be installed unless otherwise approved prior to the
Development Services Department signing the Building Department's
'Master Control Card."
C. $ortnkler Placement in Ditches and Swales:
1. A "Permit to Perform Work and/or Maintenance in Public Right-of-way'
must be applied for by the responsible property owner or his authorized
agent.
2. A drawing shall be submitted and shall at a minimum contain the
following information: ~
a. Distances from:
(1} Centerline of traveled way to right-of-way line.
(2) Edge of pavement to centerline of proposed installation.
(3) Property lines to feeder lines. '
{4} Edge of pavement to ditch or swale centerline.
(5) Ditch or swale centerline to proposed installation.
(6} Edge of pavement to property line/right-of-way line.
(7) Proposed installation to sidewalk/bikepath (where
applicable).
{8) Width and location of driveway and distance to side property
{gl Size and depth of the proposed lines and heads.
28
00K 0fi3' 225
"'- (lO) Lot, block, unlt number, street name or number~
3. Sprinkler heads shall be placed no closer than twenty-four inches (24")
to the centerltne of the ditch or swale and a minimum of six feet (6')
from the edge of pavement; on arterial and collector roadways, a
minimum of eight feet (B') from the edge of p,tvement; and a minimum of
six inches (6') from a sidewalk/bikepath.
4. Pipe 'shall. be pushed, not ~'etted, under a sidewalk at a minimum dept~
of six inches (6") measured from the bottom of the sidewalk/bikepath.
5. Pipes under commercial or public driveways shall be pushed at a minimum
depth of. twenty"inches (20") measured from the bottom of'the driveway
surface material...
6. Pipes under private driveways shall be pushed at a minimum depth of
nine inches' (9") measured from the bottom of the driveway surface
material.
7. Drawings shall show all work'.to be performed by th~ permittee in the
right-of-way.
8. The spray from the sprinkler system shall be directed away from the
~-~l~r~veled;way_:.and sidewalks/btkepaths.
g. The.permtttee shall.maintain the sprinkler system. Failure to maintain
the system'in a manner, satisfactory to the County shall be cause for
removal of the system at the'permittee's sole expense, after written
notice to the permittee.
I0. Whenever necessary for construction, repair, maintenance, improvements,
alteration or relocation of the Public Right-of-way as determined by
the County,'-the permittee shall have the sprinkler system removed from
the right-of-way or reset or relocated thereon at the expense of the
permittee/abutting property owner. The County will give the property
owner written notice of such proposed work, and shall allow two
weeks..for .the' property owner to secure resetting or relocation of its
facilities.
~.~.;
~ C~' ~.-, .
.. "V.. MISCELLANEOUS CONSTRUCTION
A. $idewalk/Btke~ath Construction:
1. General: Sidewalk/bikepath requirements are enumerated in the CCULD~
(Division 3.2.8.3.I7, et. al.).
2. Concrete: Stdewalks/bikepaths .shall be a minimum of.four inches--(4")
thick, except that alley intersections and driveways shall be six
inches (6") thick. All concrete sidewalk/bikepath work shall be in
accordance with Section' 522 (Concrete Sidewalks) of the'FOOT StandarU
Specifications for Road and Bridqe ¢onstructioq, then'latest edition.
3. Asphalt: Where authorized, asphalt sidewalks/bikepaths or access paths
shall be 'constructed to specifications established by the County, but
shall be ~o less than four inches (4") of compacted ltmerock base over
a'stabilized subgrade, primed and surfaced with a minimum of one inch
{1") of Type II asphaltic concrete.
4. Other Natertals: Materials other than asphalt and concrete may be
allowed for the construction of sidewalks subject to review and
-.. approval of the .substitute material by the Transportation Services
Administrator,'or'his designee. Such alternate construction materials
may include, but are not limited to, concrete pavers, brick, similar
materials. .In no case, however, shall ceramic or marble tile or
"Bowmanite' be permitted..
5. Public Safety (durihg construction, alteration or repair):
'!'. a'~?The'contr~ctor shall provide a safe walk way around any work area.
'~.~' i" ~ ; .... ~.. ' ....
b:'. B~rrtcades' or. other barriers shell be used 'to prevent any
possibility of injury to the public caused by the contractor's
c.~. Walk areas.around the work areas shall be kept clean of sand,
~.' stones, and any other material that could cause a pedestrian
accident.
U. Work areas left overnight shall be barricaded with flashing warning
lights and appropriate signs.
B. Oeltneation Devices: Listed below are delineation devices and pavement
markers acceptable for use in the Public Right-of-way.
I. Delineation devices have the following general requirements and shall
be in accordance with the FDOT and HUTCD Standards:
a. Reflectorized.
b. White/red, or amber in color; blue for location of fire hydrants.
c. A maximum of five-eighths inch (5/8") in height, measured from the
wearing surface of the road.
30
2. Types of delineation devices are as follows:
a. DISKS, measuring four Inches (4") in diameter and five-eighths inch
: (5/8") in height.
b.WEDGES, minimum size from four inches (4") square and five-eighths
inch (5/B') in height. These wedges may:
(1) Be full ref~ectorized.
(2) Have a plain top and reflectorized base.
(3) Have a plain top with reflective elements sealed into the
surface facing the traffic.
3. Permanent reflective, pressure sensitive Pavement Tape, Traffic Paint,
Thermoplastic Striping, and other pavement marking shall conform with
AASHTO M24g, then latest revision, and FDOT Traffic Operations
Standards (Index Series 17xxx).
4, Raised Reflecttv~ Pavement ~rkars sh~ll be
5. To use any of the above devices tn the County Public Right-of-way, a
pemtt request fern ts required, accompanied by t~o drawings of the
proposed work, indicating size, type, and exact locations in ready,ay.
C. Underqround Utility Acqe~oda~l~n~:
1. Required Drawings: The following drawings shall be submitted for
review prior to the issuance of a permit. This submission shall be in
conjunction with a permit application.
m. Cover sheet with location map.
b. Site Utility Master Plan: Shall indicate the overall site
development and all proposed utility improvements with references
to the appropriate plan and profile sheets. If phasing to the
project is proposed, phases must be indicated on this drawing. The
locations of all existing utilities, on-site and t~edtately :
mdJacent, shall be shown on this document.
c. Plan and Profile Sheets: Shall indicate the horizontal and
vertical location of all proposed water and sewer improvements
including other proposed or existing facilities and conflicts in
the same general location. Special profile sheets shall be
required when unique situations or complex conflicts occur that
cannot be clearly detailed on standard plan and profile forms.
Profiles must be positioned on the sheet directly below the plan
sections they are iljustrating with exact alignment of stationing
from plan to profile.
2. Facilities Location: All proposed utilities shall lie within roadway
rights-of-way or within dedicated utility easements. WheKe utility
31
063 228
improvements are proposed to be completed in conjunction with highway
improvements and/or plans have been prepared showing Future highway
improvements, the location of the underground utilities shall take into
account these Future highway improvements, lhe intent of this
requirement is to eliminate the need for unnecessary relocation of the
underground utilities when Future highway improvements are to be
constructed.
3. Horizontal Alignment: All underground utilities shall be located as
close as possible to the edge of existing rights-of-way and, where
applicable, shall be located within dedicated utility easements
adjacent to and outside of the roadway right-of-way. Excavation will
generally not be allowed within eight feet {8') of the edge of
pavement.
4. Vertical Alignment: Underground installations parallel to the roadway
shall be'a minimum of thirty-six inches {36") below the pavement grade
line or thirty inches {30") below existing unpaved ground. Where
parallel facilities are placed within a drainage swale or ditch,
clearance shall be measured from the swale or ditch grade rather than
the. roadway grade.
5. Crossings: Crossings under existing pavement shall be made without
cutting the pavement. Locations that are unsuitable or undesirable for
pipeline crossings should be avoided. These include locations such as:
a. Deep cuts near footings of bridges and retaining walls.
b. Across at-grade intersections.
c. At cross-drains where flow of water, drift or stream bed may be
obstructed.
d. In wet or rocky terrain where it would be expensive to provide
minimum burial.
6. Pavement Cutting: Open-cutting of existing pavement and existing
driveway connections, generally will not be allowed, but may be
considered under certain conditions, such as:
a. Documented subsurface obstructions.
b. Limited space for Jacking.
c. High water table.
d. Roadwork is funded and reasonably expected to be under construction
within two (2) years from permit issuance.
e. Substandard roadway surface where rebuilding or reconstruction is
planned within two (2) years of permit issuance.
f. Alternatives are unreasonably costly to the public.
32
063 229
,'~t ~OOl(P~Cr.
~iii,I O~-cutting of eXiSting driveway connections (if paved) will be
.,~ ~. permitted, provided that the owners are notified and pavement is
~. restored in accordance with thi~"Handbook. In any analysis of a
TAquest. For open-cutting~ primary 'consideration will be given to the
~afety and conventence~of the public. The applicant must provide
~t'tten Justification for'approval'of open-cutting.
7. Casing: C~sings shall be used for the crossings of underground
utilities where't~e carrier conduit ts of insufficient strength due to
composition and/or depth of cover. Casings will be required for
Cr6ss!ngs Jacked under existing pavement where the carrier is of'a
composition Such that'tt~annot be Jacked. Casings shall extend from
~6e'~of slope'to toe.of sl'dpe.
8. Restoration
a~ Sidewalk and Driveway: Existing sidewalks and driveways removed,
disturbed or~:destroyed by constrUction shall be replaced or
'~'-repatred in kind. The finished work shall be equal or better in
· '~all respects to the original.
b. Landscaping: All trees and shrubbery damaged or disturbed during
construction ~hall be replaced by the permittee at his expense.
:' Any private plantings removed 'during construction shall be
replaced. 'All debris shall be removed by the permittee at his own
expense. Any yard or portion of the right-of-way fronting private
property with grass will be re-sodded with like sod. Seeding and
mulching operations are to begin within three (3) weeks after the
utility' is installed, except in cases of front and back slopes
which should be done ~s soon after shaping as possible. The
permittee shall maintain the portion of the right-of-way affected
by the installation until acceptable vegetation is established.
c. Pavement: Pavement o6 roadway surfaces cut or damaged shall be
replaced by the contractor in eq~lal or better condition than the
original, including: stabilization, base course, surface course,
~' curb and gutter, etc. Where existing pavement is to be removed,
the pavement shall be mechanically saw cut. prior to trench
excavation, leaving a uniform and straight edge parallel to the
utility with minimum disturbance to the remaining adjacent surface.
The permittee shall hold the width of this cut to a minimum. At
each open-cut crossing, the backfill material shall be placed and
compacted per Exhibit "E" of the FDOT U~llity Ac¢ommodatlon Gqide.
This requirement holds for embankment, subgrade, and base. The
density determinations can be made by the permittee, if qualified,
or a certified laboratory under the supervision of the permtttee's
consultant. A copy of all density test reports shall be furnished
to the Transportation Services Division. Immediately following the
specified backfilling and compaction, a temporary sand seal coat
surface shall be applied to the cut areas. This temporary
surfacing shall provide a smooth, all-weather traffic surface with
the existing roadway and shall be maintained until final
restoration. Temporary surfacing shall remain for ten {10) days in
order to assure stability of the backfill under normal traffic
33
,.. 063 , 230
conditions. Following this period .and prior to fifteen (]5) days
after application, the temporary surface shall be removed and the
final roadway surface restoration accomplished. In order to
accomplish final roadway surface restoration, the temporary surface
shall be removed and the existing adjacent pavement mechanically
sawed straight and clean to the stipulated dimensions. Following
the above operation, the contractor shall proceed immediately with
final pavement restoration in accordance with the requirements set
forth by the then applicable FDOT..UtilitY Accommodation Guide,
(Exhibit "E"), "Replacement of Flexible Pavement for Permitted
Pavement Cut." Excavated material in excess of the quantity
required for backfill and considered usable by the Transportation
Services Division shall be hauled.by the permittee at his cost and
expense from the trench excavation and stock-piled in those areas
as directed by the Transportation Services Division. Excess
excavated material considered unusable by the Transportation
Services Division shall be disposed of at the permtttee's expense,
unless otherwise directed. Any excavated material contaminated
with hazardous waste or pollutants shall be disposed of at
permtttee's sole expense. In order to facilitate an acceptable
construction site, debris and waste materials shall be removed from
the site daily and the permittee shall allow only the minimum
length of trench to be open overnight.
9. Maintenance of Traffic: All underground utility operations located
within County-owned or controlled rights-of-way shall have identified
on the construction plans that maintenance of traffic will comply with
the then applicable MUTCD and with the FDOT Index 600 criteria or its
successor in function. In cases where detailed maintenance of traffic
plans are required {to be determined at the discretion of the County),
the permtttee will submit a signed and sealed {by a Professional.
Engineer registered in the State of Florida) Maintenance of traffic
Plan for that project. At all open-cut crossings, a minimum of one-way
traffic will be maintained during the daylight hours and two-way
traffic shall be maintained at night. All traffic detours should be
restricted to the limits of the right-of-way with the necessary
flaggers and marking devices all at the sole expense.of the permittee.
Each person supervising the selection, placement, and maintenance of
traffic control devices and utility work zones shall be formally
trained and/or experienced in traffic control. Permittee shall provide
that each job location have a responsible person in charge of traffic
through the area covered by the permit, who shall be qualified by
appropriate training and/or experience. Upon notification of
deficiencies in the traffic control plan or other matters .involving
traffic safety, the permittee shall immediately make improvements as
directed by the Transportation Services Division. Should the
Transportation Services Division deem conditions to be such that
eminent danger is present, all work shall cease immediately and
immediate corrective action shall be undertaken by the permittee.
10. General Requirements:
a. All affected side drains, side ditches and storm sewers will be
identified on the plans and referenced as to grade and location.
34
,oo 063 , 231
b. Shoring will be required to conform with then applicable OSHA
requirements, where necessary to protect employees, to protect
existing pavement, and/or to protect other existing facilities.
c. The"~ermttteeWtll'"i'ndtc~t~ to 'staff ~(here the Transportation
Services Division's signs and reflectors will interfere with
the proposed construction. These signs and reflectors will be
mbved'or relocated by"Tran~Port~tion Services Division personnel.
Any signs or reflectors damaged, destroyed, removed or relocated
will be replaced.by the Transportations. Services Division at the
expense of the permittee.-
d. Manholes shall be Outside of traveled lanes wherever possible. The
manhole ring, cover, and pad must support traffic for the area
where it is being constructed and must always be set flush with the
exts~ing g~ade.
e. AbandOhed'underground lines~hal.1 be shown on the plans and shall
be identified as to whether they wtll'be removed or abandoned. If
they are to be abandoned, they must be grout and sand filled by
permittee..
f. Underground utilities less than thirty feet {30') from the edge of
the pavement, excluding those considered not in traffic areas of
curb and gutter sections, must be designed to carry traffic. Those
located in non-traffic areas of curb and gutter sections and those
located greater than thirty feet (30') from the edge of pavement
must be .designed. to. support Transportation Services Division
m~tntenancaequipment.
g. All new:or r~placed underground facilities within 'the right-of-way
shall .be provided with a permanent indicating device capable of
":' being detected from the surface.
h. All County property shall be restored to original condition or
better at sole expense of permittee,
t. The permtttee shall warranty to County all work within County
rightS-of-way for one year from the date of CoUnty's formal
"acknowledgment of the completion of the project.
im
VI. BP. AWING REFERENCE FOR MINXMU~ REQUIREMENTS
Appendix A of this Handbook contains detail drawings depicting typical Collier
County standards.
'Where no drawing is included for a specific detail, the most recent edition of
the Florida Department of Transportation {FDOT) Roadway and Traffic Desiqn
Standmrds shall apply. If there is no standard available in this reference, a
sketch of the proposed detail shall be submitted by the applicant for a Permit.
The Collier County Transportation Services Division shall review the sketch and
either Approve, Approve with Modifications, or Reject the proposed detail. If
rejected, the applicant may re-submit a revised proposal for additional review.
No construction shall be permitted which does not conform to the enclosed
reference drawings, the FDOT Standard~, or approved special details. Penalties
for failure to conform to these requirements are enumerated elsewhere in this
Handbook.
"I ?:!
063 233'
:~"' e, OOK PAGE
~HEVISION ~ STANDARD ROAO OETAI~
COLLIER COUNTY
PUBLIC WORKS DEP~ ~ESIDENTIAL DRIVEWAY
· I..'.. q
~t
/
~,... ~
~' ~ /
I
I
DRIVEWAY ACCE~ FOR AUTO
PUBLIC WORKS DEPT. 8ERV!CE STATIONS & DRIVE THRU
ENGINEERING DIVISION l~.Pn~o.:?~'! BUSINESSES OR SIMILAR USE
' ~ ~l,n~ .I.o-1 ~o~ ~
~ 'ti t~ ~
.
'" ~.~1.~ ~ · ~
o~ I '~ ~R ~
~ / ·
~' /
~ I~DUSTRI~L-~OM~ERCI~L-~ULT! F~ILY
I
COLLIER COUNTY [~ws~oa ~ ~aaom~o ~omo o~ . ~
I I DRIVEWAY ACCESS FO~ C
PUBLIC WORKS DEP~ I I INDUSTRIAL-COMMeRCiAL-
ENGINEERING DIVISION I~ppR~6~l MULTI FAMILY ..... S~E[T~O~
I,~L?IL.MI£ UNDP/IO£O * SX~tlAU2'£D O~ STOP $~N
'~. :: 2. I.,MIE UtlDMDED · SiglIAUZED O~ STOP SIGN CONTROLL£fl
"' ~NDSCAPING WITHIN THE RIGHT-OF-WAY GUIDELINES LD-
GENERAL NOTES
C~pltt ~, Costs ~ ~.
~. Details eppl~ fo ~al mhd ~r~n hlg~y$ en~ streets.
~Jt bf ~eS~ed. Sft wfndo~ ~etoll,
~ the prOjeCt of ~y ~l~t wilhin dtmen~{~ '~.
C. Cleat jighf I$ ~ided ~ · sight I~ Orlgl~ting J.75' o~ve the ~ement ~t fha
5. the corfld~ ~ef~ned ~ the I~m~f$ Of clear Sight fS O restricted
other clearly thr~f the limits Of *~. Plants wilh[~ the corti~r ore limileE
~r~d ~er~ wilh I~ee
I. Plont~ ore ~e~toble if their fo~$ at ~fur~ ore 3' or
2. Plants ore ~eDtoble If Ibex ore 'oi~' each CP ~furl~
bl~X~e of sight.
plantin. Trees o~ $~ ~$f ~ s~ed $o f~t they present no vi$~l
driver S ~ilhf~ fha ~tridor.
6. If, In lhe g~Aeet$ J~emenf. ~ interferes with the line of ~;qhf ~escrJ~
by the$e $fo~ord$ the E~{fleet ~ ~eotro~e, relate or elimi~fe ploal~$. ·
Limll Of Clear Sight ~ ~ ..
~Sto~ gor
DETAIL 1
· I#6 s-~5 ~ ~'E'6'(~ ~ H'i ..... i ...... -~'~5-T'"'~'~- .:
SI ...... I
'/ ~ GHTDISTANCE (d) feet ~-~[~-- , ,
-'- · iOe.~trable · t :300 I 4()0 i ~5C) '
':::..LANDSCAPING WITHIN THE RIGHT-OF-WAY GUIDELiNE~, LD-2
063,, : 238'
' sINGLE FAMILY 8~ DUPLEX DRIVEWAY ......
'.,
:~ P, ~ R/W LINE . ~.~
.> ·
~ I/2" EXPULSION JOINT REQUIRED
'1 WHEN UTILIZING CONCRETE
WI..DTH
L ! MIN. 2' STABILIZED SHOULDER
ORIVEWAY ~1~ TYPICAL
· ;: ! '~.% [(IF EXISTING)
'.. ':." i X'-;! , PAVED ROAD
TOTAL PAVED WIDTH AT EDGE
OF PAVEMENT (PROJECTED) 4
NOTES ...... ." '. ~' .....
I, TURNOUT (DIMENSIONS X-I~,X-~' ) SHALL BE REQUIRED WHEN USING CONCRETE
UNLESS OTHERWISE APPROVED
2. WHERE.CCJTTER IS USED THE DIMENSIONS SHOWN SHALL BE AS PROJECTED
FROM EDGE OF PAVEMENT
. :~. FLORIDA D.O.T. PRIMARY AND SECONDARY AND COUNTY ARTERIAL STREETS
REQUIRE MINIMUM DIMENSIONS OF 12 FOOT DRIVE WIDTH WITH A MINIMUM
RADIUS OF 15 FOOT. (REGARDLESS OF DRIVE WIOTHwA 15 FOOT RADIUS
WILL 8E REQUIRED)
MINIMUM DRIVEWAY DIMENSION COMBINATION
DRIVEWAY 'RADIUS" FiLLE.T TURNOUT
WIDTH . R. TOTALWlDTH X-.I X--2 TO.TA~WlDTH
I0' I0' 30' I0' 8' 30'
12' 9' 30' 9' 7' 30'
13' 8.5" ' 30' 8.5' 65' 50'
14' 8' 30' 8' 6'
15' 7.5" ; 30' 7,5' ' 55'
16' 7' 30' 7' · 5' 30'
17'. 6.5' 310' 6.~' 4.5' 30'
18' . 6' 30' 6' 4' 30'
21' 4.5' 30' 4.5r' ;~' 30'
22' 4' 30' 4' 3' 30'
'----24' 3' 30' 3' 3' 30'
NOTES
THESE DIMENSION ARE NOT APPLICABLE TO DRIVEWAYS CONSTRUCTED
AROUND CUL-DE-SACS AND SHARP RADIUS. CONTACT THE ENGINEERING
DEPARTMENT FOR DETAILS CONCERN{NO VARIANCES.'
~'~ i/em [.]_ _.....,.~;'~--EXPANSION
I ~P---- I dOINT
- ~ .... ' MATERIAL
_OPEN JOINT DUMMY JOINT EXPANSION JOINT
COLLIER COUNTY {,*~v,$,o~ {RESIDENTIAL DEIV£WAYS
PUBLIC WORKS DEPT. AND
ENG,NEERING DIVISION I.APPROVED.'~:r VARIOUS JOINTS
I ~'t'.POUR GLITTER
2n~3 POUR WARP, SIDEWALK
AND MAINORIVE ' ~"OPEN JO~'¢'T$ PLACED AT
!:: ~ ~OINTS IN VALLEY GUTTER
TO MATCH JOINTS IN EXISTING '.~----.--VARIES : ~EOUAL (20'MAX.) IN.T, ERVALS FOR
r OP, N'EWAY OVER ?.0
' CURB AND GJTTER
· '-s' ~ ' I/2" EXPANSION dOINT ~-IALL BE
--/~, ,. USED TO SEPERATE THE NEWC~
~/~. · ,,,. ...... FROM OTHER NEW POURS OR
~¢. 6 X I0~0 W~'LU~4
~"'~ WtR~ FABRIC '"'" Bc'.'' ,..'- EXIS~NG CONG. CONSTRUCTION
'" · 7B OPD~ JONTAT~'"-~ ~'~ACEO ~N 2~'Y--/. , ~,. OU~MY JOINT TOMATON
': . IN. ~'H C NESS 6
~'~E~ WAR "OPEN O01NT'~. ~ I ,
L,~m.a ~ ~ ~I/s"DUMMY dOINT I.C L~A CONC. CURB ond C..UT'r~
-- ",..,.3.' CURB TRANSITION FROM FULL 6' ~
BARRIER CURB TO O" HEIGHT AT RADII ARCS ·
PLAN VIEW
· REAR EDGE OF SIOEWALK~ ,
ED~ OF SIDEWALK TO FRONT OF C, JRB FRONT TOP OF CURB`/
PROFILE VIEW
~.._ E_ ×IS~Ih'G ROADWAY ' I
BASE TYP.
~SECT..A~A SECT.
· ~ SHOWNO~-FL-~N ~i- 5 OR-LESS -'
SLOPE VARIES I SLOPE VARIES
,02 fl/fi NORMAL I .04 II./fL NORMAL
I ~o BACK O~ S,DEWAU< ~ ~O~.T
. B" CCNCI~'FE SIDEWALK ; 2"(~q"
COLUER COUNTY "EV'~'O" ICURB AND GUTTER1
PUBLIC WORKS DEPT,
" ,ooK 063-
NOTE .
CLASS I CONE, 3000 P.$.I.
IN 28 DAYS. IN FILLETS
HANDICAPPED RAMP AND
~IDEWALK IF REPLACED
x R/W LINE '
. ..............
X"'-CE~n'E~ ~/ ~rYPE s ,o. T~E, % ~- ~% CURS CUT RAMP to,
[ I/2'EXPANSION 401',IT //7 - ~,~.X,j,/( PHYSICALLY HANOI-
~.~Y ~OINTz.~ ~ ///'-'-'Z' CURS 'mA~smoH ~- ''~ C. AmED_
"'-' Z' VCiDE CONE. FILLET '"-- EXPANSION dOINT$ TO MATCH L.. - L'-coNq. CURB 8~ GUTTE~
,JOINTS IN EXISTING CURB AND
GUTTER TYR
.pLAN VIEW
, /dOINT .SEALE~ TYP.
TYP.
SECTION AA
. ~ ~'-1'---,'-6'
, ~, '..'.'%t' . .__~.r--~-
~ '.",':; I :'~ ~;,", ;'-~ :,.-.
' ' '5'-0"
RAMP AND FILLET SECTION BB
2~ o"
--~ 6',~' '.' 6'-----'-~
- -~ 6'~ i%lO'L.--.--3k~ 15 2.'~
'~ '.t'"_ .... ~ :. ~
SECTION CC SECTION DD
COLLIER COUNTY IRE.VISION I~UF~R ACCESS WITH
PUBLIC WORKS DEPT. I I PHYSICALLY HANDICAPPED
E. NGINEERING DIVISION I^PP,OVEOE,~<] RAMP
R/W
~/2' EXPA.S~ON UO~NT RE~U~D AT LOCA~ONS
WHERE S~OEWALK IS ADJACENT TO BACK OF ..
CURB BETWEEN SEPERATE CONC. POURS
.' AND BETWEEN EXISTING AN NEW CONC.
CUT CURB RAMP FOR
, PHYSICALLY HANDICAPPED . 11/2" ASPHALTIC CONC.
~'i ~CONC. $1DEWAt.~ // // /~ TYPE S-I OR TYPE I
~! (DUUUY UOINr.- F //
· '1'% La~~'' J' [ / ~. ~ MIN. 2 .D, ENS'ITY ;rESTS'. _
· / ~?~/.~2' CURB TRANSITION
"~:'"~:":':":: :'~"' '/~~~ ~ ' ~ I ~ .
' '
~ WIDE 6~ CON~ FILLET ~$ CONC. VALLEY GUTTER
_H~NICAPPED RAMP PLAN VIEW
TO A MIN, DISTANCE u~ ~u ~uM
EDGE OF VALLEY GUTTER AND TO
' ~ST NG dOINT ~
: - VARIES
.SECTI6N AA
COLLIER COUNTY REV,SION ICURB ACCESS WITH / I
PUBLIC WORKS DEPT. I PHYSICALLY HANDICAPPE~
ENGINEERING DIVISION APp.~,Eo.~[.~AM~ ......
~oo~ 063,,~ 242
:~ .... '~soo ~
'~!1~!: ' . I -(" I ' '.,\"',
.~ , il '-..
. CONC, ~LA.B. & THICK REINFORCED~,L
WITH 6 X 6 I0/I0 WELDED WIRE'-~t
FABRIC 3000 RS. LIN 28 DAYS
';~:( " . TOP VIEW- SINGLE PIPE
RESIDENTIAt. 2~ MIN. SHCUt. D£R AND SCO
:: ,, fALL OTHERS 5 MIN. SHOULDER AND $00
/
·
· ] ~~-.~ ~//CGRADE
..... I .....· . L~_ ~.o'soo .I ·
NOTES' VARIES ~ MIN
I. UNDER DRIVE A~CESS LO'MIN. MtTEREO END
COVER ORAS RECCMMENEO
BY CULVERT MANUFACTURER
~ ~ ~ o'~,N. ~ER C~.NOT ~ SECTI ON
ATTAINED R,CI~ OR RC.RA.
SHALL BE USED
PUBLIC WORKS DEPT. Section For 12. Inch
ENGINEERING DIVISION IAPP,OVEO,'t~ C.~.P./A.C.M.E or C.A.R
c ~,-AE 6" RE~ CED
' ' NOTES~
' ~VERT ~ACTURER
.... M~N. CABOT ~E ATTAI~E
,TOp VIEW SINGLE :PIPE
RESIDENTIA~ 2~ MIN, S~DER AND S~
~ALL OTHERS. 5 MIN. SHADER AND ~1~ TO BE REC~S~
SECTiO~
COLLIER COUNTY REV,SiON I Mitered End Section For
PUBLIC WORKS DEPT. I [2" C.M.R/AC.M.P or C.A.R
ENGINEERING DIVISION :APPROVED ~1~ SH£ET I...L. oF_L.
., ~ ~; isod --~ .,
REINFORCED ~TH 6'
TOP VIEW- SINGLE PIPE
RESIDENTt/LL 2.0'MIN. SHOUL. DER AND SOD. ALL
("OTHERS 5D MIN. SHOULDER AND SOD
* ~,PIPE TO BE RECESSED
o J/PIPE THICKNESS
'/,, SLOPE TO DITCH
~ ~4 ~-.--;'~r?~:l ~ '*"x~'-~
COUPLING BAND I (:'6"'X~ ~O/~O-W.V~F. ~ '"~ - !
* 6: i_ 4,0' SOD
[
VARIES ~L~ MIN 4.0'
~ MITERED END
NOTES,
I. UNDER DRrVE ACCESS I.O'M&/. COVER OR AS
RECOMMENOED BY (3JLVERT MANUFACTURE
2. IF I.O'MIN. COVER CANNOT BE AT-rAINED
SECTION
R.C.E OR RC.P.A. ,5HALL BE USED
COLLIER COUNTY ~'WS~ON Sid(3 Droin Mitered, End
PUBLIC WORKS DEPT. Section For II"XlS' Arch
ENGINEERING DIVISION APPnOvED¢.?:, C.M.P./A.C. rY~.P, or C.A.P.[SHEET I_..OF'I__
,ooK 063. .245
$00 ~
/ ,~'
Cm~ ~AB~6' mICE REINFORcEm
W~H 6 X6 I0/10 WELDEO WIRE~ [ . .
FABRIC $000
TOP VIEW- SINGLE PIPE'
~RE~DE~IAL 2~' MIN. S~DER AND SOD
~ALL OTHERS .~ MIN. SHOULD~ ~D SOD
~ ~ ' '-~'-~~~ 7 c~OPE TO DITCH GEnE
I u,. ~ o' ~r~. ~.~ sod _ I
MITEREO
SECTION
PUBLIC WORKS DEPT. Section For Round
ENGINEERING DIVISION /~PPI~OVED '/'- Concrete Pipe S~ET±O~!
,ooK 063- , 24fi
WITH 6"X6" I0/10 WELDED WIRE ~
FABRIC ~O00~S'LIN 28 ~AYS ~[ ~~OD~ '~__~.__
~ TOP VIEW- SINGLE PIPE
L M~N 4 0 Le~ , 4 0 SOD
SECTION
PUBLIC WORKS DEPT, ~eCTIOn t-or I?.'X18
ENGINEERING DIVISION !APPROv£Df-"~| Arch-- Concrete Pipe
~o~ 063 ~,~ 247
rs_-L..~- -~ ..... ,-'----'--=- -'
I CmC ~B 6" mlCK REINFORCEm ~ .
I WEll 6 X6' I0/10 WELDED WIRE~ I
.yOP VIEW- SINGLE PiPE
RESIDE~IAL 20' MI~ SHADER AND
~ALL OTHE~ .5.~ M,N. SHOULD~ ~D SOD
~i ~ ....... ~--~~~
SECTION
PUBLIC WORKS DEPZ Section For 12" Round
ENGINEERING DIVISION l~p~o .,, COBCFOtO Pipe
COLLIER COUNTY I"~:v'$'O" /
PUBLIC WORKS OEP'K, ENDWALL DETAIL
ENC~EERINC D~WS~ON I~ SAND CEMENT RIP-RAP
I COLLIER COUNTY I"~v`slo" IENDWALL DETAIL
PUBLIC WORKS DEPT.l I
ENGINEERING DWISIONi. J.~.p.__pA,_Ov...~E.D~Ztl CONC' GRAVITY WALL
,oo,~ 063m250
'-,-, ..' .o' ',' I'* !'~' I'~' '='11 "'~ '"' ~'~'1'~' '*' t''~'~'~' I'~'
~ ,,
~, ,~:z-,'.z z,.4., ~;~-~=..o,.'o:~~ ~:a, ii ~., s~z.'~¢~.. ~,- z:o'~:~'la:¢l~o.
~' ~s"~'.~o'~Z;~' ~'.s"lo;o' ~'-~ ~:~' 4~' ~ ~o~s"~o~o' z~o'' 5'.~'(o-d'~Z"-¢'
z,~" ~'-~ ~'-~' ~*'s"'z:o' z;z' =:o"'z:o" ~" ~'.e"j~z:,"~:~' ~o"~o'lz:g',~'~'
~.. ,:~ ~,';... ,..¢!,:~..1~. ~:~- ,:~.~ ~.. ,~:%~,~.:~..,..t=~¢.i,..~..I,:,..1~.+.
~,, ..~ F~.l.~.
~,', ,~' ~'. ~' ~,,' ~'~" ~" ~- ~-~o~ ,~' ll~', ~'t ~"~,,~,'~ ;,'1~ ~0'~ i ~" o~'~'~
,~'.=' ~'-~,:,~ ~'-," ~'i~o'lo'~' ~ il=',~!~'~l,~"i,o:~"l~"l~:,~'
~o' ¢,¢,~s"4:r z:dlz'-,o'to:0"z~! ~o" j . . J . ~"
"~ '"' '¢ '*' '~ '~' '&'" '~'I ~'~%~"1 '*' '~' 'x'l '~' '~' '~'1
~ 'I
..£
PUBLIC WORKS DEPT. ENDWALL DETAIL
ENGINE._._.ER....I.N.G_..D..)V,ISION I,,.~'.O,,ED~-"fl SAND CEMENT RIP-RAP
063-~25!
3' CURBTRANSITION FROM'FUI..L TO O"HEIGHT
CURB REQUIRED AT END OF CURB I~ GUTTER' ~ ~.../// .
CONSTRUCTION EXCEPT WHERE CONNECTING TO/ ~ ' '
EX,ST,NG CU~ ~ GUTTER. / ..~///~ ·
I-' - I PAVEMENT "~
/
P.C.
PLAN VIEW,
NOT TO SCALE
. : TRANS~TION~ FROM F!.A.L
·
I
PROFILE VIEW ....
N.T.S.
I_ 9" J. 7"
'T_/3~, ,,'-'FRICTION SURFACE
[-4-~-2" ~ l
' ,////-/ /-/'" // "'"
/
SECTION A-A
· - N.T.S.
COLLIER COUNTY It'~v;Sl°'~ TYPE A CURB
PUBLIC WORKS DEPT,I TRANSITION
ENGINEERING DIVIS=ON I^PPROVF. O-.~[ .. SHEET_EoF!
~,.. ~ NOT~'
"'::. COLLIER COUNTY ~tWS~ON DETAIL OF VALLEY GUTTER
PUBLIC WORKS DEPT, TRANSITION TO CURB SECTION
ENGINEERING DIVISIO~I APPR~ED ~.~
~'" COLLI~ COUNTY RtVISION J
PuBuc wo~s o~P~/ SWALE D~AIN INLET
ENGINEERING DIVISION ~pp~mEO~ G~A~ TYPE
,oo~ 063~,~254
:'PUBLIcCOLLIERwoRKsCOUNTYDEP[ I"~v's'°" IswALE DRAIN INLET
ENGINEERING DIVISION I~"""~o*f'l GRATE TYPE
EQUAl.
IIII I~ll
. pLAN VIEW_
~TE~ ,
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~EC% A-A, SECT. B-B
_ ROADWAY SECT,
~LOCK ~ CORES FILLED WI~ ~ ~S.I. CONC.~ 8" MIN. ~SE~ TIEBEAM.
~TER INSIDE ~ B~CK WITH ~,1 SAND CEMENT MORTAR
NOTES
I) ~[ TO MIN. CLEARANCE, MAINTE~NCE AND RE.IR OF THE ~B~E I~TALLATION
R~NNS THE RESPONSIBILITY OF T~ PROPERTY ~NER
L
PUBLIC WORKS DEPT.
ENGINEERING D~ISION IAPP~ED¢~t'I ~N~;T I n~ I
063 256
_ CCNSTRUCTIOI~! .
--3,0OO PSI, CONK OR 8" MA$OI',[RY ~..O~ WITH CORE3 FILL~
WITH 3,0~ RS.I. CON~ ~O 8' MIN. BASE A~ TIEBE~M. ~STER
INSIDE OF a~ WITH 3,1 SAND CEMENT MORTAR
.......... i~ 358' ':i- HEA~ ~TY C~ IRON
PLAN VIEW
8ARS~ 12" O.& E/W¢
SECTION SECTION ""
ORATE ELEV SHALL BE
d~¥1Nc~a BELOW
~ ~ I~ I~TOP OF PIPE MIN
ROADWAY SECTION ,,~..~E CU[V~.T ~:~
NOTE; NOTE:
DuE TO MIN. CLEARANCE. MAINTENANCE AND ~ 3"~NOER ~OIL ~ R~ AND
~AIR OF THE ABOVE ~STALLATION REMAINS 6 ELEV. DIFFERENCE TO TOP OF SO0 OVER
THE RES~NSIBILITY OF THE PROPERTY CULVERT THUR OUT ENTIRE R/W
OWNER
COLLIER COUNTY IH[VI$:ON
I SPec al Except[on To
PUBLIC WORKS DEPT. County Standard Swale
EN~NEER~N~ O~WS~ON I*P*"~'EO¢~I Drain I_nlet Delail For..CM~
063m257
LIMERO0< B~SE COMI~'TED IN 6'LIFTS
,98 % DENSITY REQ'O (M~N. OF ONE (I) TEST
/REQ'D FOR EACH LIFT PER LANE
~ ,~ ~ ' ..
EXISTING BASE VARIES
TRENCH BACKFILL'IN 9"COMPACTED ...
LIFTS 98% DENSITY REQ°D MIN. OF_...._.
LANE {MIN. LBR 40) OR ASMAY 8E
SPECIFIED ~' TREtICH BAC~F~.LED TO LEVEL_
---~'--~.._O~/_E{/) FOOT AB.(~.E PIPE, CABLE
PIPE, CABLE OR CONOUIT------.__~ ~ OR CONOUIT IN 6 COMP~CTEO
LIFTS (CLASS B-BEDOING REQUIRED}
'COMPACTED GRANULAR MATE.RIAL
/
~I~ TRENCH W1DTN · PIPE O.D.+2.0' 3~RENCH
-~ VARIES
?7 _ NOTES,_
'~;: I. ALL PROCTOR AND DENSITY TEST SHALL BE TAKEN
,' ' BY A CERTIFIED LABORATORY
2- ALL TESTS SHALL BE COMPLETED AND MEET MINIMUM
DENSITY REQUIREMENTS PRIOR TO ADDITIONAL BACKFILLING
COLLIER COUNTY r4Evis,o~l "LIMEROCK & UNPAVED
PUBLIC WORKS DEPT.
. .ENGIN._E.E_R. LN_G DIVISION APPROVEO'~ ROAD CUT
RESTORATIONI., .ETIo,_L
063,, :Z58
ASPHALTIC CONCRE ] E
%'!.'. /TO BE SAME AS ADJACENT ,
· " i' AS~AL~C ,_C~.Cm~m OVUm. AY /
TYPE~r ORIIZ?, TYPE'S-I' ~. / ,
O BASE
'M~. F///////////J M~N' ~_.~N 6" EFTS 9B'/. DENSITY
' ,J///////////xl REO'D (MIN. OF Or, IF (I) TEST
TRENC~I BACKFIU. ED IN 9.", CC~PACTED ~/////'//////] REQ'D FOR EACH LIFT PER
EFTS 98 % OENS~,T.Y REQ D MIN. OF ~/'///'///////~ · ASPHALTIC BASE MAY BE:
ONE(I) TEST EEQ D PER LIFT PER ~'//////////./~ SUBSTITUTED FOR UMEROC~
LANE (MIN. EaR 40) · I~,/J//////////~ BASE C l/2" .A~PHALT BASE
. -: _ _--_- _ _ EQUAL TO I UMEROCK
~:)<:X~ ,~ BASE) USE: ASPHALT BASE
· - - :- - _--: '--[~ COURSE TYPE T_ (FLORIDA
~ "~. DOT. SECTION 280) MAX. ,
IX~<"W'[ . \~<:X~I X COMPACTED .THICKNESS SHALl..
.PR. C~B,..OR CONDUIT ~- - J~ XNOT EXCEED ~ ~NCHES PEa u~r.,
f COMPACTED C, RA,t~AR MATER~AL"------t~~~il ~TRENC. BAC~<.U.~D TO ~
~TRENCH WDTH- PIPE O.D. + ~'-O' ~' VARIES I_ ONE (I) FOOT_,,A..B_O..V._E
'~TRENCH WIDTH'F . CABLE, OR t,u~uuH I~ m
CCt,IPACTED LIFTS (CLASS B
-- BEDDING REQUIRED)
NOTES: I) ALL PROCTOR AND DENSITY 'JESTS SHALL BE
TAKEN BY A CERTIFIED LABORATORY
2) ALL TESTS SHALL BE COMPLETED AND MEET MINIMUM
DENSITY REQUIREMENTS PRIOR TO ADDITIONAL
BACK- FILtJNG
PUBLIcCOLLIERwoRKsCOUNTYDEPT, ~EVlS,ON I ROAD CUT RESTOR,
ENGINEERING DIVISION ~PP.OVED~tqTlON
(LOCAL ROADS)
DENSITIES ONE{I) T~ST PER
~NE, PER LIFT 98 ~, MIN. (MIN.
LB. 40) m ~ MAY. BE SPECIFIED
PIPE, OA~E OR ~NDU~ ~~ (TRE~ BA~LLED TO A -~
· TREN~ W DTH,PIPE OO.+2O ~ VARIES _ I CLASS B-BErING REQUIRED
_ SECTION A-A & B-B
~ I. PAVEMENT RESTORATI~ F~ LONGIT~INA[. ~S IN ARTERIAL
STREETS SHALL INCLUDE F~L LAthE W~DTH NESURFAONG
FOR EACH LANE WITHIN WHICH TH~ CUT EXTEh~S.
~ ALL PROCTOR ANO DENSITY TESTS SH~L BE TAKEN ~ACERTEIEO LABORATO~
5. ALL TESTS ~ALL BE COMPETED AND MEET MINIMUM DENSITY
RETIREMENTS PRIOR TO ADDITIONAL 8A~- FILLING
J ~EW$10N j
COLLIER COUNTYi JPAVEMENT RESTORATION FOR
PUBLIC WORKS DEPT. I $ .I TRENCHES CUT IN ,,P, UBLIC ·
_E.N_GINEERING..DIVISION .JAPPROVED ...... r/{[ RIGHT. .... --OF-~AAY ... SHEET.J_o?_L!
,~.~
PUBLIcCOLLI~woRKsCOUNTYDEPr "-~ I TYPICAL ALLEY
STATE OF FLORIDA
COUNTY OF COLLIER
I, DWIGHT E. BROCK, Clerk of Courts tn and for the
Twentieth Judicial Circuit, Collier County. Florida, do
hereby certify that the foregotn~ ts a true copy
Ordinance No. 93-64
which was adopted b~ the Board of Co~t~ Co~tsstoners on
the /4th day of September, 1993, during Re.la= S~sston
WIT~SS my h~d ~d the official seal of the Board of
Cowry Contsstoners of Collier Cowry, Florida, this
day o~ September, 1993.
Clerk of Courts and Clerk .x.~[[l~ 't.~