DSAC Agenda 05/07/2014 Development Services
Advisory Committee
Agenda
May 7 , 2014
DSAC
Meeting
May 7, Y014
3:00 PM
2800 N. Horseshoe Drive
Growth Management Division
Planning E Regulation
DEVELOPMENT SERVICES ADVISORY COMMITTEE
AGENDA
May 7, 2014
3:00 p.m.
Conference Room 610
NOTICE:
Persons wishing to speak on any Agenda item will receive up to three (3) minutes unless the Chairman adjusts
the time. Speakers are required to fill out a "Speaker Request Form," list the topic they wish to address, and
hand it to the Staff member seated at the table before the meeting begins. Please wait to be recognized by the
Chairman, and speak into a microphone. State your name and affiliation before commenting. During
discussion,Committee Members may direct questions to the speaker.
Please silence cell phones and digital devices. There may not be a break in this meeting. Please leave the room
to conduct any personal business. All parties participating In the public meeting are to observe Roberts Rules
of Order, and wait to be recognized by the Chairman. Please speak one at a time and into the microphone so the
Hearing Reporter can record all statements being made.
1. Call to Order-Chairman
II. Approval of Agenda
III. Approval of Minutes from April 2,2014
IV. Public Speakers
V. Staff Announcements/Updates
A. Code Enforcement Department update--[Jeff Wright]
B. Public Utilities Division update—[Nathan Beals or Tom Chmeiik]
C. Growth Management Division/Transportation Engineering and/or Planning—[Reed Jarvi and/or Jay Ahmed]
D. Fire Review update—[Ed Riley]
E. Growth Management Division/Planning &Regulation update—[Jamie French]
VI. New Business
A. Fire&rate cuts[Nick Casalanguida]
B. Update on the LDC amendment cycle [Caroline Cilek, Nick Casalanguida]
C. Presentation on proposed changes relating to the permitting of improvements&event signage in the public right-
of-way[Jeff Wright]
D. Collier County Transportation Planning Development Guidebook [Reed Jarvi]
VII. Old Business-None
VIII. Committee Member Comments
IX. Adjourn
Next Meeting Dates
June 4, 2014 GMD Conference Room 610—3:00 pm
July 2, 2014 GMD Conference Room 610—3:00 pm
August 6, 2014 GMD Conference Room 610—3:00 pm
September 3,2014 GMD Conference Room 610—3:00 pm
October 1, 2014 GMD Conference Room 610—3:00 pm
April 4, 2014
MINUTES OF THE MEETING OF THE COLLIER COUNTY
DEVELOPMENT SERVICES ADVISORY COMMITTEE
Naples, Florida, April 4, 2014
LET IT BE REMEMBERED, the Collier County Development Services Advisory
Committee in and for the County of Collier, having conducted business herein, met on
this date at 3:00 P.M. in REGULAR SESSION at the Collier County Growth
Management Division Building, Conference Room#609/610, 2800 N. Horseshoe Drive,
Naples, Florida, with the following members present:
Chairman: William J. Varian
Vice Chairman: Blair Foley
David Dunnavant
Dalas Disney
Chris Mitchell
Robert Mulhere
Mario Valle
Stan Chrzanowski
Eleanor Taft
Norman Gentry
Laura Spurgeon DeJohn
Marco Espinar
Excused: Ron Waldrop
Clay Brooker
Absent: James Boughton
ALSO PRESENT: Jamie French, Director, Operations & Regulatory Management
Judy Puig, Operations Analyst, Staff Liaison
Jeff Wright, Director, Code Enforcement
Jay Ahmad, Director, Transportation Engineering
Ed Riley, Fire Code Official
1
April 4,2014
I. Call to Order-Chairman Varian
Chairman Varian called the meeting to order at 3:04pm
H. Approval of Agenda
Mr. Espinar moved to approve the Agenda. Second by Mr.Mulhere. Carried unanimously 10-0.
III. Approval of Minutes from March 5,2014 Meeting
Mr. Dunnavant moved to approve the minutes of the March 5,2014 meeting as presented. Second
by Mr. Valle. Carried unanimously 10-0.
Mr. Gentry arrived at 3:05pm
IV. Public Speakers
None
V. Staff Announcements/Updates
A. Code Enforcement Department update— [Jeff Wright)
Mr.Wright provided the report"Collier County Code Enforcement Department Blight
Prevention Program - Cumulative Code Enforcement statistics- 11/2008—3/23/2014"for
information purposes.
He reported political signs are prohibited from being displayed in the County road right of ways.
B. Public Utilities Division update—[Nathan Beals or Tom Chmelik)
The Impact Fee Study and User Rate Study Subcommittee will be meeting on April 10, 2014.
C. Growth Management Division/Transportation Engineering and/or Planning— [Jay Ahmad
and/or Reed Jarvij
Jay Ahmad reported:
• US41/Collier Blvd. Intersection Improvements—Phase I construction ahead of schedule
• Golden Gate Blvd. —Wilson Blvd,to 16th St Improvements—Design build project to be
completed in one contract, construction anticipated to initiate in mid summer 2014.
• Construction of new sidewalks in the Naples Manor, Bayside and White Blvd area.
• Staff continues to prioritize sidewalk projects including those in the City of Immokalee.
The Committee requested Staff to check on the status of any sidewalks proposed between
Airport Road and Livingston Road.
D. Fire Review update— [Ed Riley]
Ed Riley,Fire Code Official submitted the documents "FY2014 Summary of Plan Review
Activity—Feb 2014"—and"Fire Plan Review—Time Frame Summary-December- 13"for
information purposes." and"Fire Plan Review—Time Frame Summary-February—2014"for
information purposes.
Ms. Spurgeon DeJohn arrived at 3:25pm
E. Growth Management Division/Planning&Regulation update— [Jamie French]
2
April 4,2014
Mr. French submitted the"Planning and Regulation Monthly Statistics---March 2014" which
outlined the building plan review activities. The following was noted during his report:
• The Board of County Commissioners approved a contract increase to $200k for the
services provided by Nova Engineering and Environmental for Fiscal Year 2014.
• The Board of County Commissioners is considering utilizing County Staff, or those
persons under auspices of Collier County Government to conduct reviews for Fire Code
permit applications for the Golden Gate/East Naples Fire District.
• The reviews are currently conducted by the Collier County Fire Marshals and Code
Officials office(Fire Code Office).
• County Staff will be analyzing the proposal to determine any personnel requirements for
the County to provide the service including adding Staff or the use of an outside vendor.
Mr. Riley reported:
• Several key personnel have resigned from the Fire Code Office in light of the proposal.
• He will remain on Staff temporarily at the Fire Code Office.
• The East Naples Fire Control and Rescue District is responsible for the administration of
the Fire Code Office building.
VI. New Business
None
VII. Old Business
None
VIII. Committee Member Comments
Mr.Dunnavant recommended Staff provide the Committee with any applicable information when
new "Building Blocks"are proposed by the County.
Mr. Disney commended Mr. Riley's professionalism in his work at the Fire Code Office.
IX. Adjourn
Next Meeting Dates
May 7,2014 GMD Conference Room 610—3:00 pm
June 4,2014 GMD Conference Room 610—3:00 pm
July 2,2014 GMD Conference Room 610—3:00 pm
August 6,2014 GMD Conference Room 610—3:00 pm
September 3,2014 GMD Conference Room 610—3:00 pm
There being no further business for the good of the County,the meeting was adjourned by the
order of the Chair at 4:21 PM.
COLLIER COUNTY DEVELOPMENT SERVICES
ADVISORY COMMITTEE
3
April 4,2014
Chairman,William Varian
These Minutes were approved by the Board/Chairman on , as presented , or
as amended
4
AGENDA ITEM V.A
Collier County Code Enforcement Department
Blight Prevention Program
Cumulative Code Enforcement statistics
11/2008—4/27/2014:
Total Violations Abated by Lenders 3035
7/2009—4/27/2014:
Amount of Fines Waived(BCC,CEB,OSM)since July 2009 I $16,433,037.43
Department Performance Statistics 1 Week 4 week Cumulative FY14
4/21-27/14 3/31/14-4/27/14
Violations Abated by Lenders 1 3 126
Number of Code Cases Opened 192 773 5699
Number of Educational Patrol Visits 149 727 5330
Number of Code Case Property Inspections 506 2058 14912
Number of Cases Closed with Voluntary Compliance 53 226 1490
Number of Community Meet and Greet events 2 9 71
Number of Community Clean-up Events 1 4 14
Number of Abandoned Home Sweeps 3 15 81
Code Enforcement Board and Special Magistrate Orders 0 21 241
Number of Liens Filed 0 20 298
Number of Nuisance Abatements Processed 2 32 506
Amount of Fines Waived(BCC,CEB,OSM) $599,150.00 $1,109,173.15 $3,099,080.32
New Bankruptcy Filing Notifications 0 0 13
Number of Bankruptcy Documents Received 7 16 114
Number of Cases Affected by Bankruptcy 39 Average 39 Average 52
Number of Requests for Property Payoff Requests 7 38 305
Number of Requests for Property Lien Searches 222 811 4848
Number of open code cases included in Lien Search Results 5 37 346
Number of Cases Open due to Lien Search 0 0 8
Number of Permits Issued: Garage Sale,Recreational 54 187 1427
Vehicle
Number of Citations processed from DAS,PU,PR, SO, & 176 440 3098
CE
Average Time from Complaint to Completion of Initial 3 2 2
Inspection
Average Number of Code Cases Per Investigator 42 41 39
Open Cases by District
Golden Gate—210
East Naples—223
Immokalee— 182
Golden Gate Estates— 178
North Naples—267
Total Open Cases—1060
For period of: 4/21-27/2014
Report by Case Type
Animal—0
Accessory Use-0
Land Use-17
Noise—1
Nuisance Abatement—34
Occupational License—7
Parking Enforcement- 1
Property Maintenance—13
Right of Way-2
Sign— 1
Site Development—20
Snipe Sign-57
Vehicle—33
Vehicle for Hire-3
Vegetation Removal—3
Total- 192
Complaint Reported by:
1 Week 4 Week Since BCC policy 3/12/13
4/21-27/14 3/31/14-4/27/14
Elected Official 2 12 201
Anonymous accepted 2 5 36
Anonymous not accepted 0 26 711
pursuant to BCC policy
AGENDA ITEM V.D
Office of the Fire Code Official coc,ofro
,rr 2700 N. Horseshoe Dr.
Naples, FL 34104
;.
FY2014 Summary of Plan Review Activity Wookbook.xlsx
MAR. 2014
Architectural Reviews 775
Sprinkler Reviews 56
Underground Reviews 11
Fuel & LP Gas Reviews 5
Hoods& FSUP Reviews 17
Alarm Reviews 197
SDP Reviews 102
Total#of Plans Reviewed 1163
Number of Work Days: 21
Average#of Plans Reviewed per Day 55
ASAP Reviews per Building Department:
Architectural 0
AC Change outs 35
Low Voltage 11
Tents 2
Total#of ASAP Reviews*: 48 *
Total ASAP Reviews per Day: 2
*Overtime Reviews are not included in this figure
Scheduled Meetings/Hours:
Ed: 38.00 Hrs
Ricco: 39.58 Hrs
Maggie: 5.08 Hrs
Classes& Seminars attended by FCO:
Date Participant Class/Seminars
19-20 Mar-14 Ed Riley FFMIA Board Meeting, Tallahassee, FL
Total Overtime Hours for the Fire Code Office: 187
*Overtime Hours Reimbursed by Contractors: 0 (0 Reviews)
Training Room Usage Summary
Date #of Classes Agency Type of Meeting/Class Hours I Participants
Meetings
11-Mar-14 n/a ENFD/GGFD JHQ ENFD BOFC Meeting 4.5 25
20-Mar-14 n/a FLAR Committee Monthyly Committee Meeting 1.5 12
27-Mar-14 n/a CCFMA Committee Meeting 2 20
Classes
4-Mar-14 1 FFMIA RN9751 3 24
4-Mar-14 1 FFMIA RN8140 3 26
4-Mar-14 1 FFMIA RN9583 3 24
05-19 Mar-14 11 ENFD/GGFD JHQ PALS Course 88 280
In addition to the above-mentioned tasks, The Fire Code Official's Office fields numerous phone calls,walk-ins,
field inspections and impromptu meetings.
P4-, 14,i'. Office of the Fire Code Official -'-
/ 2700 N. Horseshoe Dr. .r
( d / Naples, FL 34104104
�` Fire Plan Review - Time Frame Summary
MAR. 2014 `
Number Number Average #of %of Percentages Within Time
of of Time in Reviews Reviews Frames
Reviews Days Days Approved Approved
Architectural Reviews
1st Review 609 3242 532 521 86% 93% within 10 Days 17 Day Max
2nd Review 110 223 2.03 99 90% 77% within 3 Days
3rd Review 28 42 1.50 25 89% 89% within 3 Days
4th Review 6 7 1.17 6 100% 83% within 3 Days
5th Review 2 4 2.00 1 50% 100% within 3 Days
Total 2-5 Reviews 146 276 1.89 131 90% 80% within 3 Days 13 Day Max
Total Architecturals 755 3518 4.66
Fire Sprinkler Reviews
1st Review 42 170 4.05 25 60% 100% within 10 Days 8 Day Max
2nd Review 11 22 2.00 9 82% 73% within 3 Days
3rd Review 2 4 2.00 1 50% 50% within 3 Days
4th Review 1 1 1.00 1 100% 100% within 3 Days
Total 2-4 Reviews 14 27 1.93 11 79% 71% within 3 Days 5 Day Max
Total Sprinklers 56 197 3.52
Underground Reviews
1st Review 8 28 3.50 6 75% 100% within 10 Days 6 Day Max
2nd Review 3 5 1.67 3 100% 100% within 3 Days
Total 2-3 Reviews 3 5 1.67 3 100% 100% within 3 Days 2 Day Max
Total Undergrounds 11 33 3.00
Fuel&LP Gas Reviews I''
1st Review 4 7 1.75 3 75% 100% within 10 Days 3 Day Max
2nd Review 1 1 1.00 1 100% 100% within 3 Days
Total 2-4 Reviews 1 1 1.00 1 100% 100% within 3 Days 1 Day Max
Total Fuel&LPs 5 8 1.60
Hood&FSUP Reviews
1st Review 12 34 2.83 10 83% 100% within 10 Days 8 Day Max
2nd Review 5 13 2.60 5 100% 80% within 3 Days
Total 2-3 Reviews 5 13 2.60 5 100% 80% within 3 Days 7 Day Max
Total Hoods& FSUPs 17 47 2.76
Fire Alarm Reviews
1st Review 163 694 4.26 135 83% 100% within 10 Days 8 Day Max
2nd Review 29 27 0.93 25 86% 100% within 3 Days
3rd Review 5 4 0.80 5 100% 100% within 3 Days
Total 2-3 Reviews 34 31 0.91 30 88% 100% within 3 Days 2 Day Max
Total Fire Alarms 197 725 3.68
61
fIl , Office of the Fire Code Official at CUT- FTic,
' A,P-' 2700 N. Horseshoe Dr.
t ) Naples, FL 34104
`
y'
Fire Plan Review -Time Frame Summary
MAR. 2014
Number Number Average #of %of
Percentages Within lime
of of Time in Reviews Reviews
Frames
Reviews Days Days Approved Approved
Summary ' 7, "' _ iu �
1st Review 838 4175 4.98 700 84% 95% within 10 Days
2nd Review 159 291 1.83 142 89%
3rd Review 35 50 1.43 31 89%
4th Review 7 8 1.14 7 100%
5th Review 2 4 2.00 1 50%
Total 2-5 Reviews 203 353 1.74 181 89% 83% within 3 Days
Overall Totals 1041 4528 4.35 881 85%
AGENDA ITEM V.E
BUILDING :,LOCH
Recommended Procedures for the Electronic Submittal of Spot
Surveys
Effective Date:
Revision Date(s): (when applicable)
With increasing technological advancement and accessibility to electronic
information, it has become apparent that the depai t,nent must adopt a policy to accept
electronically submitted documents for permitting, where the certification of such
documents can be verified. The electronic submittal of certified documents is provided
for in Florida Statutes,the Florida Administrative Code, and the Electronic Signature Act
of 1996. Utilizing the existing law, this memorandum outlines a combination of
procedure and policy to facilitate the electronic submittal of said documents.
The policies and procedures outlined herein convey the responsibilities of the
County, as well as the surveyor, in submitting electronic documents to verify adequate
integrity, security, confidentiality, and auditability (sic) of business transactions
conducted using electronic commerce2, as well as ensure the documents contain the
proper information, and verification of the electronic signature is provided for. Some of
the policies outlined (i.e. "registration" of surveyor to participate) will not be mandatory,
as acceptance of these documents is provided for by law, but will be encouraged to make
certain the documents are received, reviewed, and approved with maximum efficiency,
completion, and adherence to existing and new policy.
For the purposes of this document, the definition of"electronic signature" will be
consistent with The Electronic Signature Act of 1996 and is as follows, "any letters,
characters, or symbols, manifested by electronic or similar means, executed or adopted
by a party with an intent(sic)to authenticate a writing.„1,4
I Id.§4(4),1996 Fla.Laws at 838(codified at FLA STAT.§282.72(4)(Supp.1996)).
Date BB#
**Surveys submitted electronically which do not contain an "electronic signature" (i.e.
scanned copies of originals) will suffice to remove inspection holds; however, will have
to be followed up with original, raised seal copies by CO for permit file**
County Staff Responsibilities2
1. Establish an email account specifically for receiving electronically-signed surveys3
2. Print survey, review accordingly, stamp/initial and send to records4's
3. Save copy of email in outlook format and attach documents and images for records
retentions
4. Draft a form agreement to conduct transactions by electronic means (similar to
authorization form for permitting or subcontractor affidavit)6-note: cannot be required,however,
can be encouraged.Functions to speed up processing times as verification of electronic signature will be made easier.**
5. Draft"Form Disclaimer"with language for use on electronically signed documents.
Surveyor Responsibilities
1. Permit number printed on survey(new county policy for electronic documents).
2. Electronic signature or note with disclaimer4'7
a. Form disclaimer to specify document signed in accordance with FS
472.025, Section 5J-17.062, Florida Administrative Code , and Electronic
Signature Act of 1996 or FS Chapter 668.
3. Email from which survey is received is encouraged to be registered with CC8'9
a. Registration to take place by way of "form agreement to conduct
transactions by electronic means"
4. Email sent to specified County receiving address"
5. Email subject shall contain permit number and address of job (new county policy for ease of
searching vault)
6. Survey shall contain all required information to verify setbacks, elevation of
structure, and crown of road elevationlo
2 F.S.668.50(7);668.006
3 F.S.668.50(15)a.
4(F.S.668.003(4)+new county policy)
5 F.S.668.50(12)
6 F.S.668.006
'F.S.668.50(9)
8 F.S.668.50(15),FS 668.006
9 F.S.668.50(15)
10 Land Development Code 4.02.00,Code of Ordinances 62-126(16)
Date BB#
AGENDA ITEM VI.0
TO: Development Services Advisory Committee
/-
FROM: Jeff Wright,Code Enforcement Director
DATE: May 2,2014
RE: Proposed changes to permitting of temporary event signage and other
improvements in public rights-of-way
Background: Staff is preparing several items for BCC consideration relating to signage and
other improvements in public rights-of-way. Prior to bringing the matters to the BCC, staff is
seeking guidance and input from the Development Services Advisory Committee,
I. Temporary directional signs for special events: During the Feb. 25, 2014 BCC meeting, the
Board directed staff to address temporary event signage in the public rights-of-way. In
response, Code Enforcement staff performed an intensive, County-wide sweep for illegal snipe
signs. In addition, staff reviewed existing regulatory framework for issuance of permits for
temporary signs in the public rights-of-way for special events.
A. PROPOSED CHANGES:
1. Number/size: Updated temporary event ROW sign permit application to clarify that
2 large signs (max. 4' x 8') may be permitted in the ROW at the entrance to the
event, and 6 additional smaller signs (max. 18" x 24") within a 5-mile radius of the
event may be permitted for placement in the public right-of-way.
2. Appearance: The current form "recommends" blue signs with white lettering. The
proposed new application states that this is a requirement. The prohibition on
advertisements on these signs will stay in place.
3. Enforcement language: We have updated the enforcement language on the form to
indicate that violations of the permit may subject the event sponsor to enforcement
proceedings and related penalties.
4. Other notes: Other restrictions remain (e.g., signs cannot be too close together,
cannot be in median, cannot be too close to road, etc.); TUP on-site signage
unaffected.
B. BCC APPROVALS NEEDED
1. Updated permit forms (application &permit): Consent agenda (ES only)
2. ROW Permitting fee schedule update: Consent agenda (ES and resolution)
C. ATTACHMENTS:
1. Proposed permit application
2. Updated Right-of-Way Permitting Fee Schedule (listing the$75 permit fee)
II. Bonding in the public right-of-way: At the April 8, 2014 BCC meeting, the Board directed
staff to address various aspects of permitting for improvements in public rights-of-way.
Specifically, the Board directed staff to take appropriate action to address liability concerns for
major projects for improvements in the public rights-of-way.
Notably, the BCC-approved Right-of-Way Handbook already provides the "Transportation
Services Division Administrator" with authority to require bonding of projects for
improvements in the public rights-of-way.
A. PROPOSED CHANGES:
1. Update Right-of-Way Handbook: A "cosmetic" update is needed, to reflect that the
Growth Management Division Administrator (rather than Transportation Services
Division Administrator) has authority to require posting of a performance bond.
2. Prepare/update standard bond forms: Existing forms (i.e., for bonds and CMA's,
relating to subdivision improvements)can be used as a starting point, and would be
updated consistent with subject matter(a model performance bond is attached),
B. BCC APPROVALS NEEDED
1. Handbook update (cosmetic, to update Administrator authority to require bonds,
and general cleanup): Consent agenda (ES and resolution)
C. ATTACHMENTS:
1. Proposed Right-of-Way Handbook updated language
2. Model bond forms
Right-of-Way Permit Application
For the Placement of Temporary Directional Signs
GROWTH MANAGEMENT DIVISION/ROW PERMITTING&INSPECTION
2800 NORTH HORSESHOE DRIVE,NAPLES, FLORIDA 34104
Telephone Number:(239)252-2400
(Staff Use Only)RIGHT-OF-WAY PERMIT NUMBER: PRROW#
•
(Please complete all required information below)
•
EVENT/NAME(print)
FOLIO NUMBER:
EVENT ADRESS:
Business Name:
Applicant/Contact Name:
Address:
City/State/ZIP:
•
Telephone Number:
Today's Date: / / Temporary Directional Signs Permit Fee: $75.00
•
Event Start Date: / / Event End Date:
OWNER/AUTHORIZED AGENT SIGNATURE:
•
•
Sign Appearance/Dimension Sign location
• All signs must be blue with white lettering • No signs may be located within medians
• Signs may display the event name,date,and directional arrow • No signs shall be attached to traffic control signs or
only other authorized highway signs
• No logos or other advertisement allowed on signs • Each sign shall be located a minimum distance of 30'
• Maximum dimension 24"x 32" from street intersection
• Two(2)entrance signs to main event can be permitted • Each sign shall be located a minimum distance of 6'
• Maximum size shall be 4' x 8'. Signs installed at the from the edge of pavement or a minimum of 3' from !!
maximum size permitted shall be installed on breakaway the back of curb
posts meeting FDOT standards • The bottom of sign shall be a minimum of 12"above
• Signs may include a directional arrow pointing in the existing ground and the top of sign shall not exceed a
direction of the event distance of 5' above existing ground
• There shall be a minimum of 660' between each sign,
All signs shall be professional in appearance and shall include the with the exception for signs located at event entrance
right-of-way permit number and the expiration date. or roadway intersections
• No signs are to impede vehicular or pedestrian traffic
Timeline for placement of signs • Each sign must have its own individual support system
No signs shall be erected more than seven(7)days prior to Number of signs allowed
a scheduled event. ALL signs must be removed within three(3)
business days after the event completion. Signs installed prior to • Up to six(6)signs with a maximum dimension of 24"
the seven day restriction and/or left in place more than three(3) x 32"may be permitted for placement in the public
days after the event shall be removed by Code Enforcement. right-of-way,within a 5-mile radius of the event
Signs not complying with these conditions may subject the event boundaries
sponsor to fines and enforcement. • Up to two(2)entrance signs,with a maximum
dimension of 4'x8' may be permitted for placement in
the public right-of-way at the event entrance;such
signs shall be installed on breakaway posts meeting
FDOT standards
* PERMIT APPLICATION FOR TEMPORARY DIRECTIONAL SIGNS *
1. Obtain the permit to place temporary direction signs for a special event
2. Pay right-of-way permit fee of$75.00 or as required by applicable fee schedule
3. No signs permitted outside a distance of a 5-mile radius from the event location
4. Provide a drawing or picture of sign (see attached example) and a list of proposed sign locations
5. All signs shall be professional in appearance and shall include the right-of-way permit number
and the expiration date. NO ADVERTISEMENTS ON SIGNS PERMITTED.
6. No signs shall be erected more than seven (7)days prior to a scheduled event. ALL signs must be
removed within three(3) business days after the event completion. Signs installed prior to the
seven day restriction and/or left in place more than three(3)days after the event shall be removed
by Code Enforcement. Signs not complying with these conditions may subject the event sponsor to
fines and enforcement.
7. Sign Location:
a) No signs shall be located within medians.
b) No signs shall be attached to traffic control signs or other authorized highway signs.
c) Each sign shall be located a minimum distance of 30' from street intersection.
d) Each sign shall be located a minimum distance of 6' from edge of pavement or a minimum of
3' from back of curb.
e) The bottom of sign shall be a minimum of 12" above existing ground, and the top of sign shall
not exceed a distance of 5' above existing ground.
I) There shall be a minimum of 660' between each sign, with an exception for signs located at
event entrance or roadway intersections.
g) No signs are to impede vehicular or pedestrian traffic.
8. All signs must have individual support systems.
I understand that signs not complying with conditions of the right-of-way permit and the preceding
guidelines/policy will be subject to removal and disposal by Code Enforcement and may subject the
undersigned and/or event sponsor to enforcement and penalties, including revocation of future permits to the
undersigned and/or the same event.
Signature and Title of Authorized Permittee Date
Right-of-Way Application
GROWTH MANAGEMENT DIVISION/ROW PERMITTING&INSPECTION
2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA 34104
Telephone Number: (239)252-2400
❑CALL ❑MAIL
(Staff Use Only)RIGHT-OF-WAY PERMIT NUMBER: PRROW# '
(Please complete all required information below)
SITE DEVELOPMENT PLAN# BUILDING PERMIT#
PROJECT NAME
Select Right-of-Way Permit Application Type Below
RESIDENTIAL FEES APPLICATION CHECKLIST
❑ Driveway $200
❑ Renewal/Revision(Unexpired Permit) $100 ❑Copy of house survey with
❑Jack-and-Bore/Directional Bore $500 A sketch for the request
❑ Sprinkler Head $50 ❑Application fee
❑Open-Cut $2,000 0 Details for request
❑Turn-lane $500 (location, size, etc.)
❑ Scheduled Re-Inspection fees(See fee schedule) $100♦/$250 A
❑Other(See fee schedule)
COMMERCIAL SMALL DEVELOPMENT LARGE DEVELOPMENT
❑Construction(Driveway) $1,000•/$2,000• $2,000x/$4,000♦
❑ Renewal/Revision(Unexpired Permit) $500 $1,000
❑Jack-and-Bore/Directional Bore $1,000 $2,000
❑Sprinkler Head $200 $400
❑Turn-lane/Median construction $1,500 $3,000 "
❑ Open-cut $4,000 $6,000
❑ Scheduled Re-Inspection fees(See fee schedule) $100•/$250• $100♦/$250A
❑Additional Inspection Fees $50•/$100• $100v/$200•
❑ PSC Regulated Franchise Utility $100 Application+$50 per day •-JUN.-NOV.
Inspection Fee(when required) •-DEC.-MAY.
❑ Miscellaneous Events(Road closures) $200
❑ Other(See fee schedule)
❑ Right-of-way permit(after the fact) 4 x Regular Fee(Maximum of$24,000.00)
COMMERCIAL ONLY: FEE TO BE PAID
Please submit 2 sets of signed and sealed plans_ Est. Number of Days In ROW(If applicable)
PLEASE PRINT Total Amount
Today's Date DUE
Make checks payable to: Board of County Commissioners
Approval is hereby requested by(Owner Name)
For the purpose of
At/on (project street Address)
Lot No. Block Unit Tract Portion of Tract N E S W
Subdivision Sec. Twp. ; Rge. E.
Folio No.
Property Name Contractor/ Name
Owner's Contact Name Agent Contact Name
Info. Mailing Add. information Mailing Add.
City/State/Zip City/State/Zip
Telephone Telephone
Notes:
1. Work shall be performed in accordance with approved plan, 4. If the application is made by any person or firrn other than the owner of the
Conditions of Permit appearing on reverse side. stipulations property involved, a written consent from the property owner shall be required
specified as part of this permit and in accordance with Collier prior to processing of the application.
County Ordinance #03-37 and the "Public Right-of-Way 5. Transportation Services Division approval does not exempt the permittee from
Construction Standards Handbook,"latest edition, gaining approval from any State, Federal or Local Agencies having jurisdiction
2. Applicant declares that prior to filing this application he has over the proposed work.
ascertained the location of all existing utilities, both aerial and 6. I have read the Collier County Right-of-Way Permit Notes and Conditions and
underground. Any changes to any utility shall be the responsibility agree to conduct all work in accordance with the County Ordinance #03-37,as
of the Permittee for all cost, amended and all applicable all County and State,codes and laws,as amended.
3. This permit is contingent upon Permittee obtaining necessary Under penalties of perjury,I declare that I have read the forgoing permit
rights of entry for construction and maintenance where required application and that facts stated in it are true.
right-of-way for public use has not been dedicated and accepted by
Collier County. X
AUTHORIZED SIGNATURE
CONDITIONS OF PERMIT
1. This permit must be kept on the work site and be available upon request or prominently displayed.
2. 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,which are maintained by Collier County,but lie within municipal boundaries.
3. 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 to the permittee. Furthermore,the permittee shall be responsible
for maintenance of such facilities until they are removed.unless otherwise specified.
4. All materials and equipment,including Maintenance of Traffic(MOT)and equipment placement,shall be subject to Inspection by the Engineering Services
Department or Transportation Services Division.
5. Requests for pre-inspections shall be made 72 hours prior to commencing work requiring inspection.
6. No lane closures will be permitted between the hours of 7:00—9:00 A.M.and 3:30—6:30 P.M.
7. Prior to construction,the Contractor/Permittee shall submit a Maintenance of Traffic plan(MOT)for any construction project involving work or activity that
may affect traffic on any County street, roadway or bikepath/sidewalk. The MOT must be signed by either a Professional Engineer or person certified by
the International Municipal Signal Association(IMSA)if affecting Arterial or Collector Roadways, unless waived by the Transportation Road Maintenance
Department. The driveway fill and driveway culvert including soil erosion/sedimentation control measures must be installed prior to the start of any earth
moving construction activity with drainage plans,culvert size,soil erosion/sedimentation controls,elevation offset, and ditch slope designed and certified
by a licensed engineer for all commercial projects.
8. During construction the Contractor/Permittee shall comply with the"State of Florida Manual of Traffic Control and Safe Practices for Street and Highway
Construction, Maintenance, and Utility Operations" and with the "Manual On Uniform Traffic Control Devices" and with all other governing safety
regulations and shall maintain the approved site drainage plan and soil erosion/sedimentation control plan.
9. The Permittee shall hold the County harmless and the County shall be relieved of all responsibility for any damage or liability of any nature arising from
work authorized and performed under this permit.
10. All crossings of existing pavement shall be made by jacking and boring at a minimum depth of thirty-six inches(36"),unless otherwise authorized by the
Engineering Services Department'or the Transportation Services Division for good cause shown.
11. All overhead installations must meet the County's clearance standards and all underground crossings shall be placed at a minimum depth of thirty-six
inches(36")below the pavement and/or a minimum depth of twenty-four inches(24")below the designed roadside ditch or swale invert. Primary cable
(voltage exceeding 500 volts)shall have minimum thirty-six inch(36")cover. Secondary cable(voltages less than 500 volts)shall have a minimum thirty-
inch(30")cover. Exception may be made by authority of the Engineering Services Department or the Transportation Services Division for good cause
shown.
12. Two prints of the proposed work covering details of this installation shall be made a part of this permit. If additional plans are required,they shall become
a part of this permit.
13. Following completion of all permitted work,grassing and/or seeding shall be required for any disturbed rights-of-way.
14. All property disturbed by work authorized by this permit must be restored to better than, or equal to, its original condition, and to the satisfaction of the
County.
15. Whenever deemed necessary by the County for the construction, repair,maintenance,improvement,alteration or relocation of applicable right-of-way or
easement and when so notified by the County.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, to be installed by this
Permit,and at the expense of the permittee,his successor,or assign.
16. When the permittee,or his successor,or assign is notified of a need for construction,repair,maintenance, improvement,alteration 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 solely by the permittee or the responsible party.
17. 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. If the work has not been completed by the expiration date,there will be a renewal fee,set
by Resolution,payable upon extending the expiration date for an additional ninety(90)days.
18. All correspondence regarding construction procedures will be through the permittee,or his authorized agent or consultant,and not through any contractor
or subcontractor.
•
19. If there are any lane closures or work that will impede normal traffic flow. The permit holder is obligated to Inform the road alert coordinator at 239-252-
8192 and the ROW Permit Section at 239-252-5767,three working days prior to construction.
20. Verification that the applicant has located all underground utilities and received from Collier County Traffic Operations(telephone 239-252-5809,fax 239-
252-5891)either a statement of no facilities present or a statement that facilities have been physically located on the right-of-way at the site. Any Traffic
Operations facilities damaged by the applicant will be repaired to the original condition by County forces at the applicant's expense.
21. Prior to acceptance by the County(including issuance of Certificate of Occupancy),the ROW Permitting Section shall be notified by mailing or delivering a
request for a final Inspection to the, ROW Permitting Section, 2885 South Horseshoe Drive, Naples, Florida 34104, or by phone, 239-252-2417, upon
completion of authorized work. All as built surveys shall be submitted in GIS format following Collier County Transportation Services Division Standard for
Design and As-Built Electronic Drawings(APPENDIX B)in addition to signed and sealed copies.
•
•
•
•
L t f f e y di st t y
COLLIER COUNTY
GROWTH MANAGEMENT DIVISION/RIGHT-OF-WAY PERMITTING
FEE SCHEDULE
DRAFT VERSION, May, 2014
TABLE OF CONTENTS
A. RIGHT-OF-WAY PERMIT FEES—RIGHT-OF-WAY CONSTRUCTION Page 2
B. RIGHT-OF-WAY PERMIT FEES—ADDITIONAL INSPECTION FEES Page 2
C. RIGHT-OF-WAY PERMIT FEES—JACK-AND-FIORE/DIRECTIONAL BORE Page 2
D. RIGHT-OF-WAY PERMIT FEES—OPEN-CUT CONSTRUCTION Page 2
E. RIGHT-OF-WAY PERMIT FEES—SPRINKLER HEAD PLACEMENT(IN RIGHT-OF-WAY) Page 3
F. RIGHT-OF-WAY PERMIT FEES—TURN LANE CONSTRUCTION Page 3
G. RIGHT-OF-WAY PERMIT FEES—PSC REGULATED FRANCHISE UTILITY Page 3
H. RIGHT-OF-WAY PERMIT FEES—EVENTS(ROAD CLOSURES) Page 3
I. RIGHT-OF-WAY PERMIT FEES—RENEWAL OR REVISION(UNEXPIRED PERMIT ONLY) Page 3
J. RIGHT-OF-WAY PERMIT FEES—SCHEDULED RE-INSPECTION(RESIDENTIAL) Page 3
K. RIGHT-OF-WAY PERMIT FEES—SCHEDULED RE-INSPECTION(NON-RESIDENTIAL) Page 4
L RIGHT-OF-WAY PERMIT FEES—SCHEDULED RE-INSPECTION(NON-RESIDENTIAL) Page 4
M. RIGHT-OF-WAY PERMIT FEES—AFTER THE FACT Page 4
N. DE WATERING PERMIT Page 4
O. SPOIL BANK REMOVAL Page 4
P. OVERSIZE/OVER WEIGHT)OVER 8.6') Page 4
Q. MOVING PERMIT Page 4
R. LANE RENTAL FEE(PER DAY)INCENTIVE PROGRAM Page 4
S. SIDEWALK RENTAL FEE(PER DAY)INCENTIVE PROGRAM Page 5
T. TEMPORARY DIRECTIONAL.SIGN PERMIT FOR PUBLIC EVENTS Page 5
U. OTHER PERMIT TYPE Page 5
V. NEIGHBORHOOD WATCH SIGNS Page 5
X. PERMIT FEE REFUNI)S Page 5
Y. COPY FEES Page 5
Z, RESEARCH Page 5
1
Fees are in bold
FEES ARE ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS RESOLUTION AND CANNOT
BE WAIVED OR SUSPENDED WITHOUT AN ACTION BY THE BOARD OF COUNTY COMMISSIONERS.
ANY QUESTIONS CONCERNING THE APPLICABILITY OF FEES SHALL BE CONCLUSIVELY
DETERMINED BY THE DIRECTOR OF THE APPROPIATE DEPARTMENT,AS APPLICABLE,
A) RIGHT-OF-WAY PERMIT FEES—RIGHT-OF-WAY CONSTRUCTION
I) Right-of-Way Construction (Driveway)
Residential(Single Family Residence or Duplex) $200.00
Minimum fee of$200.00 for the construction of a residential project
2) Right-of-Way Construction—Non-Residential
Small Commercial Development—Low Season(June to November) $1,000.00
Small Commercial Development—High Season(December to May) $2,000.00
3) Right-of-Way Construction—Non-Residential
Large Commercial Development—Low Season(June to November) $2,000.00
Large Commercial Development—High Season(December to May) S4,000.00
B) RIGHT-OF-WAY PERMIT FEES—AD DITIONAL INSPECTION FEES
I) Additional Inspection Fees as Required- Cost Per Day
Small Commercial Development—Low Season(June to November) $50.00
Small Commercial Development—High Season(December to May) $100.00
2) Additional Inspection Fees as Required—Cost Per Day
Large Commercial Development—Low Season(June to November) $100.00
Large Commercial Development—High Season(December to May) $200.00
C) RIGHT-OF-WAY PERMIT FEES—JACK-AND-BORE/DIRECTIONAL BORE
I) Jack-and-Bore/Directional Bore $500.00
Residential(Single Family Residence or Duplex)
2) Jack-and-Bore/Directional Bore—Non-Residential
Small Commercial,Development $1,000.00
3) Jack-and-Bore/Directional Bore—Non-Residential
Large Commercial Development $2,000.00
D) RIGHT-OF-WAY PERMIT FEES—OPEN-CUT CONSTRUCTION
1) Open-Cut Construction—Residential $2,000.00
2) Open-Cut Construction—Non-Residential
Small Commercial Development $4,000.00
3) Open-Cut Construction—Non-Residential
Large Commercial Development $6,000.00
2
E) RIGHT-OF-WAY PERMIT FEES—SPRINKLER HEAD PLACEMENT(IN RIGHT-OF-WAY)
I) Sprinkler Head Placement in Right-of-Way—Residential $50.00
2) Sprinkler Head Placement in Right-of-Way—Non-Residential
Small Commercial Development $200.00
3) Sprinkler Head Placement in Right-of-Way—Non-Residential
Large Commercial Development $400.00
F) RIGHT-OF-WAY PERMIT FEES—TURN LANE CONSTRUCTION
I) Turn Lane Construction—Residential $500.00
2) Turn Lane Construction—Non-Residential
Small Commercial Development $1,500.00
3) Turn Lane Construction—Non-Residential
Large Commercial Development $3,000.00
C) RIGHT-OF-WAY PERMIT FEES—PSC REGULATED FRANCHISE UTILITY
1) Application Fee $100.00
2) Additional Inspection Fee(when required) -Per Day $50.00
H) RIGHT-OF-WAY PERMIT FEES—EVENTS(ROAD CLOSURES)
1) Utilization of County Right-of-Way for events $200.00
I) RIGHT-OF-WAY PERMIT FEES—RENEWAL OR REVISION(UNEXPIRED PERMIT ONLY)
I) Renewal or Modification(Revision)to unexpired Permit
Residential Project* $100.00
2) Renewal or Modification(Revision)to unexpired Permit
Small Commercial Project $500.00
3) Renewal or Modification(Revision)to unexpired Permit
Large Commercial Project $1,000.00
•lithe renewal/modification does not require additional staff time and field check(unexpired permit only),there will not be any fees charged
J) RIGHT-OF-WAY PERMIT FEES—SCHEDULED RE-INSPECTION(RESIDENTIAL)
I) Residential re-inspection fees—First $100.00
2) Residential re-inspection fees—Second $150.00
3) Residential re-inspection fees—Third $200.00
4) Residential re-inspection fees—all subsequent inspections $250.00
3
K) RIGHT-OF-WAY PERMIT FEES—SCHEDULED RE-INSPECTION(NON-RESIDENTIAL)
1) Non-residential re-inspection fees—Small Project—First $100.00
2) Non-residential re-inspection fees—Small Project—Second $150.00
3) Non-residential re-inspection fees—Small Project—Third $200.00
4) Non-residential re-inspection fees—SmaIl Project—all subsequent inspections $250.00
L) RIGHT-OF-WAY PERMIT FEES—SCHEDULED RE-INSPECTION(NON-RESIDENTIAL)
1) Non-residential re-inspection fees—Large Project—First $100.00
2) Non-residential re-inspection fees—Large Project—Second $150.00
3) Non-residential re-inspection fees—Large Project—Third $200.00
4) Non-residential re-inspection fees—Large Project—all subsequent inspections $250.00
M) RIGHT-OF-WAY PERMIT FEES AFTER THE FACT
1) After-the-Fact Permit(4 x Regular Fee) Maximum of$24,000.00
N) DEWATERING PERMIT
1) Dewatering permit $1,000.00
0) SPOIL BANK REMOVAL
1) Spoil Bank Removal—Residential $200.00
2) Spoil Bank Removal-Non-Residential $1,000.00
P) OVERSIZE/OVERWEIGHT';(OVER 8.6')
1) Oversize/Overweight permit : $200.00
Q) MOVING PERMIT
1) Moving Permit $100.00
R) LANE RENTAL FEE(PER DAY)INCENTIVE PROGRAM
I) December and May—cost per day $400.00
2) January and April—cost per day $600.00
3) February and March—cost per day $1,000.00
4) June thru November—cost per day $300.00
4
S) SIDEWALK RENTAL FEE(PER DAY)INCENTIVE PROGRAM
I) May thru October —cost per day $100.00
2) November thru April—cost per day $200.00
T) TEMPORARY DIRECTIONAL SIGN PERMIT FOR PUBLIC EVENTS
I) Temporary directional sign permit for public events $75.00
U) OTHER PERMIT TYPE
t) Environmental Clean-Up $200.00
2) Advanced Street Warning Signs $200.00
V) NEIGHBORHOOD WATCH SIGNS
I) Neighborhood Watch Signs must be permitted:however,at no cost as NO FEE
a safety improvement to the neighborhood.
X) PERMIT FEE REFUNDS
I) I f staff error causes the inappropriate or unnecessary filing of an application and payment of fees. 100
percent of all inappropriate fees shall be refunded upon written request and with the concurrence of
Department management.
2) Refund requests totaling$25,000.00 or more cannot be approved administratively and must be submitted
to the Board of County Commissioners for approval.
Y) COPY FEES
1) The fee for blueprint and miscellaneous copying shall be as follows:
a. Microfilm copies of documents less than 1 1x17 inches:$0.15;other sizes at cost of production
b. $0.20 for each two-sided photocopy of documents less than 11 x 17 inches.
Z) RESEARCH
I) The fee for researching records,ordinances,and codes shall be at no charge for the first hour,then at the
base salary hourly rate of the staff member conducting the service for time in excess of I hour
2) The fee for creating and designing special computer-generated reports that are not part of the regular
standard reports shall be at no charge for the first hour,then at the base salary hourly rate of the staff
member conducting the service for time in excess of 1 hour.
Exhibit "A"
5
Right-of-way Permit Notes:
1. Unjustified delays meeting permitted deadlines shall require additional fees as authorized.
2. Small Commercial Development shall be defined as a non-residential (single-family-or duplex) project
generating 600 vehicle trips per day or less.
3. Large Commercial Development shall be defined as a non-residential project
generating greater than 600 vehicle trips per day.
4. A right-of-way user fee (chart attasbed) per day shall apply to all flOA-residential commercial projects
requiring a lane closure on a major roadway or sidewalk closure on any roadway.(.shaft attashed):A major
roadway is defined herein as being one of the following Collier County maintained roadways:
Roadway Name From L
Immokalee Road Tamiami Trail North(US 41) SR 29(Immokalee)
Vanderbilt Beach Road Tamiami North(US 41) Collier Boulevard
Pine Ridge Road Tamiami Trail North(US 41) Collier Boulevard
Golden Gate Parkway Tamiami Trail North(US 41) Collier Boulevard
Radio Road Airport Road Davis Boulevard
Rattlesnake Hammock Road Tamiami Trail East(US 41) Collier Boulevard
Goodlette-Frank Road Tamiami Trail East(US 41) Immokalee Road
Airport Road Tamiami Trail East(US 41) Immokalee Road
Livingston Road Radio Road Lee County Line
Santa Barbara Boulevard Davis-BealevardRattlesnake Pine Ridge Rd
Hammock
Logan Boulevard Pine Ridge Road Lee County Line
Collier Boulevard Judge Jolley Bridge Immokalee Road
CR 29 Everglades City SR 90(US 41)
Bayshore Drive U,S,41 Thomasson Drive
Golden Gate Boulevard C.R.951 Desoto Boulevard
Vanderbilt Drive Vanderbilt Beach Road Lee County Line
Gulfshore Boulevard Vanderbilt Beach Road Bluebill Ave.
Oil Well Rd Immokalee Rd S.R.29
Randall Boulevard Immokalee Rd Desoto Boulevard
Everglades Boulevard Golden Gate Boulevard Immokalee Rd
Naples Boulevard Pine Ridge Road Airport Road
County Barn Road Davis Boulevard Rattlesnake Hammock Road
5. No refunds of unused fees shall be allowed.
6. Lane use fees shall be calculated by Collier County and shall be due and payable at the time of permit
application If a permit is issued. If a Notice of Intent to Issue a permit is provided by the County in lieu of a
permit,then the lane use fee shall be due and payable at the time of issuance of the actual permit.
7. If work continues beyond the originally estimated lane use period, then additional lane use fees shall be
due and payable within two working days of notice to the permittee of such additional fees. Failure to
provide the additional fees to the County within three working days of such notice shall be cause for the
project to be "red-tagged" and shut down. Lane use fees shall continue to accrue during any period of
shutdown and shall be added to the additional lane use fees calculated by Collier County.
8. Any deviation from the above must be approved by the ROW Permitting and Inspection manager or
designee prior to implementation.
9. All future County projects shall be exempt from the Lane Rental Fee Incentive Program.
This is the last page of the GMD Right-of-Way Permitting Fee Schedule
6
I
CONSTRUCTION STANDARDS HANDBOOK
FOR
WORK WITHIN THE PUBLIC RIGHT-OF-WAY
COLLIER COUNTY,FLORIDA
TABLE OF CONTENTS
SECTION PAGE
PURPOSE ii
SURVEY MONUMENTS iii
TERMS AND DEFINITIONS iv-v
RELATED DOCUMENTS vi
1. PERMIT REQUIREMENTS
A. Application 1
B. Processing 2
C. Inspections 3
D. Blanket Permit 3
E. Exemptions from Permit Re•uirements 4
F. Remedies for Violation of • + dinance 4
G. Permit and Inspection Fee 5
H. Performance Bond Require . 5
II. CONSTRUCTION REQUIREMENTS
A. Requiremen - 'ermuts 6.7
B. Roadway f 8-9
C. Attach Struc 9
D. Safety R merits 10
E. Restoration iremen 10
F, Permissible •ou-; 11
III. T A LESS D N REQUIREMENTS
Separate ne -?ements 12
Geometric R-'' 'ons 13
C. ..: inimum Desig - dard 1417
D. . ..-ss and Site forma Si 7equired 17-18
E. ► ;,;:ge Culvert In i_-tion -- 18
F. Ex. . A s 19
IV. MISCELLANE• ONST TION
A. Sidewalk/ t• truction 20
B. Delineation D. 20
C. Underground U -- Accommodations 21-25
V. APPENDICES
A. PERMIT APPLICATION AND CONDITIONS 2-4
B. STANDARD FOR DESIGN AND AS-BUILT ELECTRONIC DRAWINGS 5-7
C. DRAWING REFERENCE FOR MINIMUM REQUIREMENTS 8
PURPOSE
This Construction Standards Handbook for Work within the Public Right-of-Way(the"Handbook")regulates the
location,manner,installation,and adjustment of all work performed within the right-of-way of the Collier County
roadway network. The issuance of permits for such work is in the interest of capacity, safety, protection of
existing facilities, ease of maintenance, and future development of the roadway network. This Handbook
provides standards,procedures,and guidelines for construction and m-'.< =nance within the public right-of-way
that are in the best interests of and for the protection of the public.
Included in this Handbook are drawings and illustrations that rr Collier County minimum construction
and installation requirements permitted within the public righ hich include reference to the most
current applicable Florida Department of Transportation(F!',* oad D .,and Construction Standards, Continent[wilt Oawehave the mast recent 1
FOOT standw da Warred to?
The Collier County Land Development Code genera not apply to C.• ransportation road projects
within the road right-of-way,including related ame equired as componen :..,•ublic roadways,with the
exception of the following three(3)situations requirin• 'nct treatment:
Collier Area Transit Bus Shelters
The Growth Management Division—Co on and Main : all obtain all nece permits related
to the construction and installation of Co ransit Bus =rs located within the road right-of-way. In
this regard,the Growth Management Divi ruction an.' tenance will coordinate and work with
Growth Management Division staff as requi or u its relate ;'-.he location and construction of such
bus shelters.
Road Noise Walls
The installation of Ro '-e Wa ;•: of refere • erwi`r in the Land Development Code.
The county policy to br ed by ' rowth Ma =nt Division °Construction and Maintenance as to
the construction of Noise + is as f• s: (1)if r ed as part of a Transportation road project, a Noise
Wall located within the coup' -d r'. . is not - t to the Land Development Code, (2) if a Noise
Wall is not se cou is no •quired component of a county road project but
rather is citize placem= de he road right-of-way, then the persons seeking
the co ='.on of suc sha drected to• •ugh GMD and obtain the permits required for the
installs a decorative e Land D felopment Code.
Signs
All signs install the Growth ement ision—Construction and Maintenance within the county road
right-of-way requi the United -s Department of Transportation's Federal Highway Administration as
set forth in the Man „ Uniform c Control Devices(MUTCD)are not subject to the requirements of the
Land Development Co. ,II non CD signs such as commercial signs, signs identifying neighborhoods,
and similar non-roadwa rmittable by the Growth Management Division — Construction and
Maintenance are subject to Development Code and shall meet all such requirements.
ii
I
SURVEY MONUMENTS
A. GENERAL: To assist in the elimination of possible future boundary disputes and to simplify location of
monuments and future construction improvements within the public right-of-way of Collier County, a
land surveyor, registered in the State of Florida, should be cc -ulted before actual construction of
improvements. Only a land surveyor registered in accordan =: larida Statutes,Chapter 472,may
reference monuments for replacement if destroyed or distu • :•:."-
B. PRESERVATION: Any official monument set for the •sating or preserving the permanent
lines of any public street,public easement,or recd :' divas •undary within any Collier County
public right-of-way or public easement shall • removed . turbed without first obtaining
permission in writing from the Growth Manage a'vision Administr . Permission shall be granted
only upon the condition that the person m application shall pay ' •!.:•enses incidental to the
proper replacement or relocation of such ent by a land surveyo stared in the State of
Florida.
The authority for the determinati • rmanent m. as outlined above, II be the County
Plat Books or the instrument an. =Hying recor• k ing conveying ownership of the right-of-
way or easement to the public,if pr. ' •ed.
These requirements shall in no way d sh th- tion of • -_-nent monuments within the public
right-of-way or within;; •nts,which` ,uments •tected -?"__:_ate or Federal Law.
iii
TERMS AND DEFINITIONS
Abbreviations, Definitions, and Terms of Articles shall be in accordance with 1.08.02, DEFINITIONS, in the
Collier County Land Development Code(CCLDC),as it may be amended from time to time. In addition to the
Abbreviations, Definitions, and Terms of Articles noted above, the following specific definitions shall apply to
the provisions of this Ordinance:
1. ABBREVIATIONS:
a. LDC Collier County Land Development
b. FOOT Florida Department of Transpo
c. SFWMD South Florida Water Manages -istrict
d. ANSI American National Stands titute
e. ROW Right-of-way
f. MUTCD Manual on Uniform Tr ontrol Devices
g. ADA Americans with Disabil :ct of 1990
h. OSHA Occupational Safety and ' •Admini ion
2, DEFINITIONS:
DENSITY TEST: is a laboratory or fief ''• or comb • thereof, to measure the degree of
compaction of the roadway subgrade, sub • surface *es. All DENSITY TESTS shall be
performed in accordance with current FDOT •ards. •
CIRCULAR DRIVEWAY •ily reside driv o p.`'`s of access to a public street
connected by a non-in ed arc s cs and t •ng its •ges,with no parking internally off
the driveway.
DRIVEWAY:A roadway with ' me•< r-that pe vehicular access between private land use(s)and
public stree The• "is n ..-tended to encompass any form of sidewalk.
FACILI • =ans any cava obstructio truction, disturbance, or compaction in any street,
roadwa tersection,or•" . struc• der the co ol or authority of Collier County.
G-AD • TI• :means sing o ' .oadways,or a roadway and any other transportation-related
facility,at differ -vations or le
INVERT ELEVATIO` -ns the fl e elevation of a drainage facility.
INTERSECTION; means •e =rea where two or more streets, highways, or related facilities cross or
join.
MEDIAN:means the area between travel lanes of a divided highway.
MONUMENT: means an official, permanent artificial boundary marker within a public right-of-way or public
easement used for the purpose of locating or fixing survey reference points on the ground or relative to one
another. A MONUMENT may 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 public right-of-way or easement where none
previously existed.
iv
PERMITTEE:means the person or entity to which the permit is issued,including any and all heirs,successors,
assignees,or transferees of the right or property interests of the original permittee.The permittee must have a
real property interest in the property upon which the work is being performed or must be the owner of the utility
facility that is the subject of the permit.A PERMITTEE may be the authorized agent of the owner; however,a
notarized letter confirming the agency relationship must accompany the permit application.
RADIUS RETURN:means the portion of a circular arc defined by the • . t at which the arc is tangent to the
curve and following along the arc to the point at which another ta,` :;
RELATED DOCUMENTS
(All related documents refer to the latest adopted editions)
a. Collier County Land Development Code
b. Collier County Roadway Elements Task Force"T •adway Sections"
c. FDOT"Roadway and Traffic Design Standard e
d. U.S.Department of Transportation Federal " e Adm -tion
"Manual On Uniform Traffic Control Devi UTCD),Pa
e. Florida Water Management Districts' se Florida Lands "Publication
f. South Florida Water Management Di ater Use Restrictions
g. FDOT"Florida Highway Landscape G
h. Florida Irrigation Society"Standards an ''' :fication Turf and La ' •e
Irrigation Systems"third edition,1996
i. Florida Department of Agr a and Consu =s
"Grades and Standards fo •!ants"
j. Florida Power&Light"Righ •lace Pub n
k. FDOT Manual of Uniform Min • •s for D=- onstruction,and
Maintenance
I. "Americans , •,•ilities Act• '90"
m. FDOT Ut ` ••a6on M `:I"
n. FDOT •repay anual" •r I
o. ANSI A3■ andard ' 'ces for T rubs,and •'er Woody Plant
Maintenan
p. FDOT Stand•' •e ' for Roa•.:;-_-ridge Construction"
• ilding •
• - Lan• and In'• •eL ations for Beautification
Improvem thin blic Righ
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I.PERMIT REQUIREMENTS
Permits are required for all work performed in any public right-of-way or easement provided for public use in
the unincorporated area of Collier County and in those public right-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 eas7:;:-nt,the installation is for permissive
use only and placing of facilities shall not operate to create or vest a -arty right in the associated right-of-
way or easement.Furthermore,the Permittee shall be responsibl=„ intenance of such facilities until they
are removed unless otherwise specified in the particular instan
Whenever necessary for the construction, repair, mainte •I. prov : , alteration.or relocation of said
right-of-way or easement as determined by Collier Cous:: y or all pole ' es,culvert pipes,cables,sod,
landscaping,driveways,sprinklers,or other facilities -urtenances auth• shall be removed from said
right-of-way or easement, or reset or relocated the. -s required and so no ;,.y the County, and at the
expense of the Permittee,his successor,or assignee
Where the Permittee,or his successor or assigns, is not - .•f a .r constructio Nair, maintenance,
improvement, alteration of, or relocatio • the right-o- 7sement and no a • is taken by the •
responsible party within the time frames • • the Coun ter County shall cause the permitted work
to be altered, relocated, or removed,with sense bein- •:ne by the Permittee or the responsible
party.
The Permit will expire thir.. after the •`:•nated • on da ` -less authorized in the specific •
instance for a longer or s• •
A permit must be obtain. •m the C. before th • •ncement• any construction within a public right-
of-way or easement,exce- oted i "'s Handboo '.. correspondence regarding construction procedures
will be handled directly wit'" Per. • his au ed agent, and not through a contractor or sub-
contractor. • -
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A. Application requirements are as follows:
1. The applicant shall submit one complete application form titled "Right-of-Way Application" to
Perform Work 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 copies of a drawing(or more if deemed necessary oilier County)shall accompany the
application, reflecting a plan view of the proposed co s •`••n.The plan shall show the off-set
from the centerline of the right-of-way or easement :roposed construction installation,the
roadway right-of-way,pavement width and locati• "';:<.•istance from edge of pavement to the
proposed facilities.The plan must also show a `•ve and below ground improvements
within 100 feet of the proposed constructio -•rawin ': t also show information,such as
materials to be used pipe or conduit siz-, ' other pertin .;:-tails. If a pipe is to be jacked
and bored or directional bored, it she_ -ted as such on not and Indicated as to the
length, size, and depth. The use of atic underground pie ..ool will not be approved.
One or more typical cross-sections a fired adequately reflects location of all existing
facilities and facilities of other right-of-wa s shall• >-- own.Unde d facilities need not
be shown for overhead installations on ne • • =d facilities ne be shown where
underground work is pro .- unless the u "=s or boring rig is •• eased. Additional
information such as the to e nearest r tersection,median opening,bridges in the
vicinity, railroad crossing i er physic= ures shall be indicated on the print,as
necessary to locate the propo ins +.
3. The applica responsi• ••the •n of . 'ties in the immediate vicinity of
the propo It is the 'cant to--;;ordinate the work with any utility
relocati may b scary.
4. The follows •ditiona ormation • upon request, be supplied to the County if the
proposed wor` e :tion of-< lic drainage facility.
-ted- if exis •or • •osed pipe,swats,or ditch.
b. Exist •ropo •e diamete;ength,and type.
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Plan and c .sectio 'sting and/or proposed pipe,swale,or ditch including invert
elevations
d. "-•osed fill sal and source.
e. Cat i :n-out arrangements,if applicable.
f. Joint con`'"' ions,if applicable.
5. Prior to the issuance of a permit within the right-of-way,the following additional information shall
be supplied to the County if the proposed work involves the alteration of a public landscape and
irrigation facility in County right-of-way.
a. Existing inventory of landscape, irrigation (above and below ground), sleeving of
irrigation piping required under driveways,sidewalks and turnlanes, and site material to
include but not limited to the plant type, size, quantity, square footage of sod, median
backfill(soil),pavers,and mulch.
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b. Proposed relocation of existing material,reimbursement for disposed materials to include
plant material,irrigation(above and below ground),replacement of sleeving of irrigation
piping required under driveways, sidewalks, and tumianes, sod, median backfill (soil),
pavers,and mulch.
c. Proposed landscape and irrigation plans following current FDOT standards.
d. All plans to be prepared by a Florida registered :pe architect.
6 The applicant will be held responsible for comp) all"Conditions of the Permit"and/or
additional stipulations.
7 Issuance of a right-of-way permit for ithin publi ements shall not relieve the
permittee from obtaining written pe r from any under•.`.fee-simple owner, or other
beneficiary of co-located easements right-of-way.
8. When conflicting conditions, stipulations -quirem of permits • by other agencies
(or within a Collier County ri•ht-of-way per ist ,...; •re restrictive .;ions,stipulations,
or requirements shall be - -d to(as apple •uired by Federal, ,or Local law).
9. All right-of-way permits sh 'th require set forth in an overlying PUD or any
conditions set forth in any pre,-, urrent De - ent Order.
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B. The application sproc -s follow : ..: ,
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1. The Perm all sub...'ithe applica to the Business Center for review and approval by
the Transpo Ri• perms staff. If the Permittee is not able to begin
on of t •ays date on which a permit would be issued,then a
•• - t to 'a Permi •ro =d to the Permittee in lieu of the Permit.At such
time as t - • ittee in thirty the beginning of the permitted construction,she/he
must reques :' ,he P ection iss the actual Permit to begin construction.At that time
e Permit Sec 'II one in review the permit application to assure that there have been
anged condi and is < e permit.If there are changed conditions,the Permit will be
•to reflect t change.`••nditions.
2. Perm • •••.roved w - distributed as follows: One copy retained in the Permit Review
Section o be =s needed and the original copy to the applicant.
3. If the Permit the applicant will be notified as to the reason(s)for denial and shall be
entitled to subm new or modified application in accordance with this Handbook.
C. 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.Collier County requires inspections for the following items:
1. Open-cutting of roadways.
2. Drainage culvert installations and any final swale grading.
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3. Jack-and-bore construction, after opening of the jacking and receiving pits and before closure of
the pits.
4. All work to be performed by means of directional boring.
5. Any other work which may disturb private property or which may require restoration of the right-of-
way by the Permittee.
6. Any work which may disturb County owned or maintained 1-.;_escape and irrigation within the right-
of-way. -
7. A county authorized inspector may at the discretio 'irector of Road Maintenance or his
designee,impose immediate cessation of work i • ,,ay and may impose immediate
corrective measures if the health,safety,or w -' the p determined to be at risk. The
ordering of cessation of work on the basis o.: ,safety,or e shall not be cause for
damages against the County or its repre =s.
D. An annual"Blanket Permit"will be issue he pe e waived fo blicly regulated
and/or franchised utility companies under any of th •wi •itions:
1. Where overhead lines cro •lic right of d there is no physical construction in the
rig ht-of-way.
2. For any construction in utility a the ea t is a combination utility/drainage
easement.
3. For pol men pt in co ity/. easements.
4. When and nd s- • =ry and/or 'ce cables are to be installed less than 300 feet in
leneth and on` . ro sere con•'':;or casings exist under the street.
enan •ermitte• =s >`= Director of Road Maintenance or his designee
will,deter the •sed activi > utine or not (if it is determined the activity is not
routine, a R. rmit required).`'schedule and a Blanket Permit shall be provided to
e County whe tine ante will occur.
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E. Exemption : , Permit Re.,_: ments:
1. Minor re• of a tat or pole, provided the pedestal or pole occupies the right-of-way or
easement --n approved permit,and provided that no damage is caused to the right-
of-way or eas the repair servicing vehicles.
2. 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.
3. A temporary service wire placed across,or adjacent to,the roadway which wire placement does
not create a hazard to the traveling public.
4. Work to be done in or on private property providing construction will not be accomplished within
a County-dedicated utility/drainage easement.
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5. 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.
EXAMPLE: From a pedestal located in the middle of a ten-foot 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 in the easement,
6. Locating lines and/or valves for other construction,
7. Hydrant and/or valve adjustments.
8. Residential water or gas meter installation •ed th -.er and main are located on the
same side of the street.
9. Installation of United States Post Offi boxes.
10. Lawn,landscape,and irrigation mainten
When the construction activity i the traffic fl or collector),a ce Maintenance of
Traffic plan,shall be submitted to 't Section pn• :tart of work.
F. For violations of the permit's requirem stip and/or . : ions of Permit,"the County may
1. Void the of-Way p
2. Impose strative r: -ints until -tion has be"` corrected.
3. Require the itt= ill the it requirements, additional stipulations, and/or
s of P if an the permittee,his successors,and assignees.
Bill the o pers..`.' ,corpor r association for costs incurred,
5 `? form the Cou ttorne a violation of this Handbook has taken place and seek legal
on against per -` respo for such violations.
6. Ta other actin :rmitted by general law.
G. The Board of Cou o loners shall,by separate Resolution,establish fees for the issuance of
permits for work with .unty's right-of-way for the following types of permits and inspections:
1. The initial fee for work within the County Right-of-Way Permit will be paid upon application for
such Permit, including permits for jack-and-bore, open-cut, turn lane/median work, sprinklers
and for regulated and/or franchised utilities.Any additional fees shall be paid prior to receiving
the approved permit.
2. Re-inspection Fee, if required due to improper or incomplete work within the County's right-of-
way,shall be paid prior to such re-inspection.
3. Prior to the continuance of any work requiring an after-the-fact permit,the additional fee for such
permit has been established and shall be paid prior to the re-commencement of any such work.
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H. Any permittee,including private contractors,public utility companies.and regulated franchisees may be
required to post a Performance Bond,in a form acceptable to the county at the option of the
Director of Road Maintenance.
a) All projects within the right-of-way that exceed$250,000 will require a bond.
b) Projects within county-owned right-of-way that exceed$500,000 will require a bond and will be
subject to a Board of County Commissioners approved a regiment under the following
conditions:
i. The project is part of a new utility installation not existing at the time of this Resolution
ii. The project is expected to last over 3 months and re uires significant maintenance of
traffic
iii. The project will result in a permanent encumbrance in the right-of-way that may impact
existing or future drainage,water,sewer,or other utility
iv. The project will impact a potential future roadway expansion
rga..
If any of those thresholds are achieved,a s andard form afire m nt will a required to include the following
items:
Bond performance
Time frames with expiration! °,.
Future rights and responsibilities „ �
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II.CONSTRUCTION REQUIREMENTS
A. The basic requirements governing location and construction methods of facility installation will follow
the FDOT Standard Specifications for Road and Bridge Construction. Road Design Standards. and
Traffic Operation Standards,latest applicable editions(s),the C. '. County Land Development Code,
latest adopted edition (Public transportation projects in Co -aunty ROW are exempt from the
provisions of LDC) current County Construction Standar•,: FOOT Manual of Uniform Minimum
Standards for Design, Construction and Maintenance f• :' ' ' - & Highways, latest edition, and the
Manual on Uniform Traffic Control Devices, late- • primary concern in the design,
construction,and location of facilities is the safety • '•way u -nd the protection of the right-of-
way. In all cases, highest consideration shall b-:. to sound e ' -ring principles over economic
factors.
1. At locations where Collier County control and/or safety :s will interfere with
proposed construction, the permittee s cons is must n.. Collier County
Transportation Division, Traffic Operation -art . ` OD) at least working days in
advance of the specific jo s< ,•mencement =vices will be remo or relocated only
upon TOD approval and = supervisio e TOD, Any traffic control and/or safety
devices damaged or destr• replaced ;qd at the expense of the permittee, his
successors,or designee.
2. For installati•;, =rhead fact" s;. a min saran - ` II be maintained as required by
the Natio f= • . -test • -•ition,'•r as otherwise specified by the
County =ide of ht-of-wa rese communication lines and the other
side is re :d for po 7 as In ca - ere more th-" one aerial installation is proposed on
the same s . the roe• y,a joint-u-^ rangement may be appropriate.
3. - •ole li - on a ,ide of the right-of-way. However, a second pole
• supp• dway �'on :`:y be allowed where the need for same is
documen tra r ?''.,-ty require -re met.
4. ach utility pal t be 9 two feet of the property/right-of-way line, with roadside face
g the governi -rk un .••proved otherwise for each respective pole.
5. PI -nt of poles s not interfere with the existing or future road design including placement
of std
6. When bas ales are used the base must be flush with or below the ground. It may
be necessa ' t this type of installation to areas where the base is unusually large or
where the right-. ay is restricted.
7. All longitudinal underground utility facilities shall be placed outside of the shoulders as near to
the right-of-way as possible and have a minimum cover of thirty inches with programmable
electronic marker balls unless otherwise approved. Primary cable(voltages exceed 500 volts)
shall have a minimum cover of thirty-six inches unless otherwise approved. Secondary cable
(voltages less than 500 volts)and water lines shall have a minimum cover of thirty inches unless
otherwise approved.Programmable electronic marker balls shall be placed with the utility ID.
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
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encased pipe shall be capable of supporting minimum external loads of 2,200 PSF at thirty-six
inch depth.
9. Gas and liquid petroleum pipelines shall be designed and constructed to conform with 49 CFR,
Part 192, Transportation of Natural and other Gas by Pipeline, or Part 195, Transportation of
hazardous liquid by Pipeline,as applicable,latest editions.
10. When an emergency condition reasonably warrants imm -'-te action,such as a break in a gas,
cable, sewer, or water line, or where a situation occ . = 'oh may endanger the public, time
may not allow the normal issuance of a permit. In =ses, the County must be notified as
soon as possible by any available means With rs, a Right-of-Way Permit application
and Maintenance of Traffic plans of the work st be submitted to the County.This
will not be considered an after-the-fact if it i ::.i"-"he 7
11. Fencing that encloses public prope indicates that property is being used for
private purposes will not be permitt placed in a public rig ay.
a. Prior to the installation of fenc ithin an ility and/or age easement, the
permittee/owner must obtain appro m ed utility co =a or agencies.At
installation of the •, the perms ereby assumes t• "'responsibility for
any future mainten ,•oval,or rept nt thereof.
12. Mailboxes,prior to installatio ',• p t,must e requirements of the United States
Postal Service and all safety a they =' ents s• :d by the County.The post for the
mailbox mus. .akaway as 'Ably.
13. No con :norm ante oft fact I interfere with any property rights of
any prio •ant with ritten con the affecte• •arty(s).
14. All materials a •uipe - subject t• , •ection by the County.
1 ctio plicab re ions shall be observed and the County shall be
relieved spon` for dam iability of damage of any nature arising from work
authorized u" any •ty permit. "'urther, for the proposed work, when requested,
demnification .reme • blic liability insurance, property damage insurance) shall be
'lied to prote her Co ::: A copy of the Certificate of Insurance shall be submitted to
oilier County .. 1ht-of- Permitting and Inspection Section prior to the start of
co" ion within a ounty-controlled public right-of-way.
16. The per thro s contractor,is responsible for the means,methods,and procedures to
be follow • lion of the permitted facilities. Warning lights, flashers, barricades, or
any other s. .?-sure must be in strict accordance with applicable FOOT Standard Index
600 series.
17. It shall be the permittee's responsibility to locate and protect from damage all existing utilities,
both aerial and underground. For landscaped roadways, location of irrigation facilities is
required through the Landscape Section of the Road Maintenance Department. If driveways,
turn lanes, or sidewalks are installed,the re-sleeving of existing irrigation lines and the sleeving
of proposed irrigation lines shall be required.
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B. Roadway Crossings shall be as follows:
1. General Information
a. Crossings under existing pavement shall normally be made using the jack and bore or
directional bore method without cutting pavement. A pneumatic underground piercing
tool is not an acceptable device for use under roa.....ys.
b. Sewer forcemain,gas, and water lines req ile iron pipe if placed in an open-cut
of a roadway, unless otherwise approv .- • C pipe is to be used in lieu of ductile
iron pipe, the PVC pipe shall meet th =ria for AVWVA C900 Class 200 or
County approved equal.The design i for of 'VC pipe usage shall be reviewed
on an individual case-by-case ba
c. Neither jetting(air or water)n eling is allowed.
2. Jack and Bore
a. Pipes may be jac •• bored under ,at a minimum dep thirty-six inches
measured from the g pipe to the ion of the road edge.
b. If mechanical boring l ze• - - the pi.- tip of the drill head shall precede the
end of the pipe by nom `: an •es.
c. All - crossing t be ope - on at the approved location and
• Any de `,`:an from a ent ufficient grounds for work stoppage,
p •• the pip= concret •lacement o ' e pipe at another approved location.
d. Casin• •: or cross nder existing pavement where the carrier is of a
•mposit• -fely j-! • and bored.
- Any requ an e •n to any ;.•regoing requirements must be fully justified by the
applicant in to th=° ty.
4. •pen cuts on roadw all be restored using flowable fill in accordance with Section
drawing Ref e for ` imum Requirements," of this Handbook and/or special
sti• .ns,if any o _ ;permit.
a. • uttin• isting pavement will generally not be allowed,but may be considered
un• ore of the following conditions, provided inspection and approval
befor ade by the County Right-of-Way Permitting and Inspection Section:
(1) Subsurface obstructions including rock within thirty inches 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 for jack and bore pits due to right-of-way confinement.
(4) Conditions of roadway surface,including programmed resurfacing and rebuilding.
"Programmed'shall mean scheduled on the County's 5-year Work Program and
funded within two years.
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b. Where an open-cut has been permitted, replacement of backfill, base, and wearing
surface shall be in accordance with Section VI, "Drawing Reference for Minimum
Requirements,"of this Handbook and/or special stipulations,if any,of the permit.
c. Limerock for backfill shall be available on the jobsite during any open cut operation.
d. If the restoration is incomplete at the end of t the trench shall be backfilled and
secured by temporary asphalt patch or steer;' Lane closures may be allowed with
County's consent. •
e. Before a lane is open to traffic,an a 'patch be provided where applicable.
f. Upon backfill and completion base, if the ho asphalt is not immediately
placed, a temporary cold or • asphaltic patch with ooth all-weather surface
may be utilized,if authorized b _-:County.
g. The perrnittee assumes all main =/ responsibilitie • liability for the
installation.
5. Directional Bore: on all col anal ro=•' FDOT Standard Specifications will be
followed.No directional bore les 6"depth =allowed under any pavement.
C. Attachments to S •es,Culve - tc.)
1. Attachm • structur the right are discou `•ed but may be considered under the
following c• _;_•ns:
en, in oun extreme hardship will result by not attaching to
uctur
b. When hmen of create a•otential hazard to the public.
When the chmen °`. not affect the integrity of the structure as per structural
:_- analysis su• ed by lorida Registered Professional Engineer paid for by the
��ermittee
d. the a 'ent will not adversely affect the aesthetics of the structure.
e. When` hment will not hinder maintenance of the structure.
2. 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.
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d. Material used for casing and attachments should be such that it will require minimum
maintenance.
e. All lines carrying hazardous materials must be encased throughout the length of the
structure with shutoff valves within distances specified by the County. Casings must be
designed to contain the hazardous material on the structure and must be vented at each
end of the structure.
f. Any attachment shall be installed so as not to i. ••rrosion into the structure.
g. Appropriate fan guards,fences,and signs • •laced as required by the County.
D. Safety Requirements:
1. Unless an approved detour is proved ny open-cut crossing nimum of one traffic lane
will be maintained during the daylight ` and two-way traffic at All traffic detours shall
be restricted to the limits of the Coun -of-way necessa 'era and/or marking
devices.The County shall a•prove detours to • • -`ssuance. Det• •f traffic outside of
the County right-of-way -•nsidered on approval of affect-• -I governmental •
agencies and any affecte 'sterests.
2. Signs,flaggers,and other sa de tall be uti ;.hroughout the construction period in
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accordance with the most cur FD• 600 s •nd the County's Maintenance of
Traffic Poll
E. All Collier Coun • -.tic Prope' hall be re- o its origina ondition or better,consistent with the
FDOT Standard S• etions f• a'oad Bridq= struction,latest applicable edition,and/or the Collier
oun% Land I ve••L C•:•- edition •;; •lic transportation capital projects in Collier County
R from t ,an !.; manner otherwise satisfactory to the County.
Restorat• •elrne
All mate cava •: •m the County right-of-way in excess of the quantity required for
backfill, s• . •= rem• by the permittee at his cost and expense. All unusable
material sha • dispos- '`•f at the permittee's expense and not placed within the limits
the County • t-of-way unless specifically directed by the County.
b. wh• orms work within the public right-of-way shall be responsible for
pro • existing vegetation and facilities not authorized to be removed in the
perimi be the permittee's responsibility to have all construction debris removed
from the •lio 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 weeks after completion of construction or as otherwise directed, and shall be
continuously monitored and watered until growth is initiated or until sufficient local
seasonal rain activity will ensure growth. All requirements regarding sodding, seeding,
mulching, and watering shall be in accordance with the FDOT Standard Specifications
for Road and Bridge Construction,latest edition,or as otherwise directed by the County.
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d. Any private yards or parts of the right-of-way in front of adjacent property that contain a
grass mat shall be re-sodded with similar sod.
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 detailing proper road replacement
for an open-cut.Additional paving may be require?_ t the direction of the County.
g. Temporary asphaltic patches are required storation of the road is incomplete at
the end of the day. For a temporary pa cut shall be properly back-filled, with
compaction meeting the density requir s9 ed,primed,and then the cold or hot
mix asphaltic patch applied, At the + final • e, the temporary cold or hot mix
asphaltic patch used shall be re and the fins' '-•haltic overlay shall be evenly
applied, as required. The ter `•atch may be be •lace for a maximum of 45
days.
h. Both field and laboratory testing s densi9 sting(LBR •r),on the proposed
backfill material shall be conduc ed laborato testing shall be
completed and sh et minimum • 9irements on each •rior to additional
backfilling. Copies plated co i,9on test results shall be furnished to the
County prior to corn. . • •roject
i. When the specified co ted base is er than six inches, the base shall
be co, -.• in two or equal
j. -ck for • [ling mus an ,-pproved pit and be FOOT certified
k, Unpav= ;"ad-: repai = s shown on the drawings in Section VI of this
ndboo
ossin made t ':":•riveways or parking lots,within public right-of-way
or de•` eas ;ts,restorati• shall be equal to or better than previously existing,
in both %al an• manship.
F. Permlssib + hours shal from 7:00 AM through 7:00 PM from Monday through Saturday,except
for work in s and fo 'i'_ construction of turn lanes or road closures. Median and turn lane
construction sh confi "off-peak"traffic hours and"off-peak"traffic days.'Off-peak"is defined
to mean the hour I t hrough 6,00 AM on weekdays and all day and night on Saturdays and
Sundays. Median a '- <` =ne construction may when circumstances require, be permitted during
"peak" hours with the'?`proval of the Growth Management 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 Growth Management Administrator or his designee,traffic operational hazards
result from construction operations.
No lane closures will be permitted between the hours of 7:Q0 AM through 9:00 AM and 3:30 PM
through 6:30 PM on weekdays.
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III.TURN LANES,DRIVEWAYS,ACCESS ROADS DESIGN REQUIREMENTS
A. Separate Turn Lane Requirements:
All right turn lanes must be consistent with existing con •fanned improvements if located on a
collector or arterial road. For all turn lanes: 1 If exis 1 OW is utilized,compensating ROW
must be provided. 2. If a sidewalk must be recon= • for a -ne,the existing separation must
be maintained; or the required clear zone whi • is greater. , uction of required turn lane(s)
must be completed prior to commencing cons on site
1. Turn lanes are required and must be cted whenever any of owing conditions exist:
a. Two Lane Roadways:
(1) Left turn la •e provided ever the left turn volume is 20 vehicles or •
more.
(2) Right turn lanes -t be • • when . e right turn volume is 40 vehicles
b. :ne Divid- •;••adways
(1) an other t :` ose existing at the time of permit application, to
a ns a ations other than street intersections may be
per only w " •rol ':'-d traffic volume at the proposed opening (two-
ay to !: erages • ides per hour during the eight highest hours of a
•i=Ida` 'en new me an openings are permitted,they shall always include
lz rn la urn lanes in the median that serve the public shall take
pre nce o rn lanes serving privately owned developments. (i.e. if a
medi •-ping! lane for a private development precludes the installation or
length ,:;g of a turn lane benefiting the public,the turn lane serving the private
entity be required to be reduced or removed at the expense of the
bene ;,.).
(2) irn lanes shall always be provided for existing multi-lane divided roadways
o'' r 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.
c. Existing Conditions:
(1) Increased radii with expanded throat depth may be approved due to pre-existing
condition constraints.
13
These requirements may be modified or waived by the County Manager or his designee when
physical conditions at the site make their application impractical or when the road is to be
reconstructed as part of an approved CIE(Capital Improvement Element).While traffic volumes
usually do not require separate turn lanes 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.
Requirements may be modified at the discretion of the County Manager or his designee on a
case by case basis.
2. Openings, other than those existing at the time mit application, must meet access
management policy spacing requirements Exis i ings will be reviewed on a case by
case basis.
B. The following geometric restrictions for the cla on of the type o rty being served are hereby
established as the standard.Practicality and limitations preclude t lusion of data to cover all
design criteria. The County Manager or his nee may consider devi '. to the geometric and
design standards when conditions warrant
1. Single Family and Duplex ,,'•ences:
a. Lots having frontag 100' (lots frontage 75'to 99'will be analyzed by
the ROW Section Ma r - •ility of g •• dual drives. No lots with less than
75'front shall have mor` non ay asp -olution 2003-411).
b. Th veway a. at lin- hall be not less than ten feet or
an 2 ept that acce ed on a street having a speed limit
g than 30 shall hav of not lei an 12'.
c. No dri a • . ny resid I zoning district,except mobile home districts,shall
=
locate.-. •n int " ion as measured along the property line from
erse right-o z=s _` a near edge of the driveway.A minimum of 30'
m sed +' ;,.approva Director of Road Maintenance or his designee. In
mobs ' e di the acre" shall not be less than 20' from the intersection
measur ;:above
• No drivewa ss she a located less than seven and one-half feet from the side lot
e unless th• ';.-djacent lots are in common ownership,are to be served by a common
-way,are mobile home zoning district,or are on a non-conforming lot.
e. Se •• awing"Sheet 2 of 26",Section VI of this Handbook.
2. Automobile Se '"`Stations and Drive-Thru Businesses:
a. An automobile service station or drive-thru business shall have a maximum of two one-
way driveways,or one two-way driveway along any street it abuts.
b. Driveways shall be located in accordance with the Collier County Access Management
Policy as it may be amended from time to time.
c. Driveways shall be no more than 24'in width at the right-of-way line.One-way driveways
shall be spaced not less than 30'apart measured edge-to-edge of driveways excluding
radii,except those driveways serving automobile service stations may be up to 30'wide.
14
No portion of the right-of-way between driveways shall be paved except to provide for
sidewalks. •
d. Alleys shall not be used as the primary ingress or egress to any property.
e. See Standard Drawing"Sheet 3 of 26,"Section VI of this Handbook,
3. Shopping Centers and Commercially Zoned Pr s
a. Driveways and access roads shs': located in •ance with the Collier County
Access Management Policy a ' •e amended fro to time
b. A single lane driveway server• ^opping or retail centers • !':got be less than 12'nor
more than 14'in width at the righ -y line. • lane drive all not be less than
20'feet nor more than 24'wide at op: =.When two -nt driveways are
operated as a on -ir,these di all apply to each •.'-way separately.
Major developmen .ceive appro •m the Growth Management Administrator
or his designee for 1 ays depen•`- •n the need for ingress and egress and
right and left turn lane a • • ts.
c. All sir; : •avement'-: ings • • form he Manual On Uniform Traffic
C•• latest edi and. •wn o be site plan submitted with the
ion fo [ding er erwis ed by the County.
d. See •ard Dr ;' g"Sheet4 • '6",Section VI of this Handbook,
4.:;< • ndus • d Othe • rc -roperty (Except Shopping and Retail Centers,
Auto Se •.. bons, '' ..rive-Thr -sses).
Drivewa : d of • =ss roads shall be located in accordance with the Collier •
• County Ac• Mana• >".:.t Policy,as it may be amended from time to time
b ingle lane d "; ays shall not be less than 12'nor more than 14'in width at the right-of-
line Two driveways shall not be less than 20'nor more than 24',excluding the
• :dii in at the right-of-way line.
c. All sig •avement markings used shall conform to the Manual On Uniform Traffic
Control b"' i a, latest edition, and shall be shown on the site plan submitted with the
application for a building permit.
d. See Standard Drawing"Sheet 4 of 26",Section VI of this Handbook.
C. Minimum Design Standards:
1. Design of individual driveways shall conform to and incorporate the following features:
15
a) Driveway edges are intended to be connected flush but may be no more than%'higher in
elevation at 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. Driveway aprons shall be extended from, the edge of pavement to the right-of-
way/property line,or for a minimum of 20'from the e• of the existing pavement where the
public right-of-way exceeds 60'in width subject to • ,i-'•proval of the Director of Roadway
Maintenance or his designee. Swale driveway •e paved to design grades specified
by the County.
c) Driveways, or any portion thereof, shat • = cons• -d within side and rear lot public
easements unless permitted by the .? in the sp - case. Jf the placement of a
•
d) All driveways are to be constructed s of to in). proper drai 'thin the road right-
of-way or to alter the stability of the roe. u• nd shoulders
e) Installation and repla swale drive -. discouraged and shall only be permitted
with the consent of the adway Ma"; nce or his designee on a case by case
basis.
•
f) If a drain::: • -rt is requi nder th • ,ay,th ,length, and diameter shall be
appr• Permittin d I ion. ` he length of drainage culvert
req " all be• ';_;• on the •th at• •terline of the Swale,plus a minimum
of fo • on eac e of the • for drivew ' shoulders and a distance based on
proper using t •riveway s :dine elevation and the culvert's invert elevation as
the vertica ,n = •ute the r '?:.ed horizontal distance,unless otherwise specified.
ulvert• used," 3`oncrete pipe meeting the FDOT Standard
S•eci for and Brid•i,. 1 i•i,latest edition,shall be required in all cases
where th- ess t' "of cover properties zoned for multi-family or commercial use
Such drive ">. hall .. minimum of a five-foot shoulder on each side and the typical
4:1 slope from hould •ge to the culverts invert,unless otherwise specified.
h) ed end sect ' with concrete collars having a broom finish and sodded as shown in
th= IT Standa• dices shall be required for all culverts.The County may waive
i) thes irem here unusual conditions prevail, such as due to the depth of the
roadsi• I •ue to the distance the swale is located from the edge of pavement.
2. Types of Driveways and Specifications:
a. Asphalt concrete drives:
(1) Driveways for residential use shall be constructed on a stabilized subgrade using
a minimum of six inches of compacted limerock base or four inches of ABC-3
("black base")with one and one-half inches of asphalt concrete surface course,
conforming to FDQT Specifications for Type S.
16
(2) Driveways for multi-family, commercial,or industrial use shall be constructed on
a stabilized subgrade, using a minimum of eight inches of compacted limerock
base(LBR-100)or six inches of ABC-3("black base")with two inches of asphalt
concrete surface course conforming to FOOT for Type S.
b. Concrete drives shall be constructed on a compacted subgrade with a minimum of six
inches of Portland cement concrete having a minimum 28 day compressive strength of
3,000 psi, and which must be reinforced with w,, --• wire fabric(6" x 6", #10/#10) or
equal. The surface shall be broom finished .es where new concrete is placed
adjacent to existing concrete,a one-half inc :_? ?`sion Joint is required.Where
concrete is used for a driveway in the pu• .f-way,a one-half inch expansion joint
is required at the right-of-way line.
c. Loose gravel,rock,and ornament- =are not pe •within public right-of-way.
3. In areas where roadside swales are 'ed, the right-of-way sh graded a minimum of
three inches below the swale design fini- •des to a for the insta` +of sod.
4. A temporary access, wh itted,shall . or a maximum of months from the
date of Permit issuance,u rwise appro
5. Existing access points, whi incorpo into a development, shall be totally
removed and the right-of way s r be re- •rior to r 'royal by the County.
6. Drivewa s,as the ;,.ly t• dove-.meets,shall utilize the following
criteria
a. Sho "=Cente .`;p to 200,0*: uare feet).
A. -nce ay or out-parcels:
..,oject entr= •adways that are major traffic generators(peak hour
vo of 150 V• or more),minimum throat length=100 feet.
• (b) ::*n pro trance roadways that are minor traffic generators(peak hour
lumes I='-than 150VPH),minimum throat length=75 feet.
Acce project entrance roadways for parking aisles:
project entrance roadways that are major traffic generators(peak hour
volumes of 150 VPH or more),minimum throat length=75 feet.
(b) On project entrance roadways that are minor traffic generators(peak hour
volumes less than 150 VPH),minimum 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 permittee to determine
all throat lengths.
b. Other Commercial Developments:
17
(1) For access to project entrance roadways for out-parcels, use the same criteria
contained herein for shopping centers.
(2) For the access to project entrance roadways for parking aisles,a minimum throat
length of 50'shall be required(on a case by case review,ROW Permitting
Manager or designee could revise the length to 30').A deviation may be
approved at the discretion of the Growth Management Administrator or his
designee on a case by case basis for dea•:: d roadways,low volume roadways,
or due to existing condition constraints
c. General Criteria for Throat Distances
(3) The throat distance shall be a ed fro earest edge of pavement on the
arterial/collector roadway existing or '-sed pavement) to the nearest
edge of pavement of th •-s roadway.
•
(4) All of the foregoing crit a predicated on having ate storage and taper
lengths for both right-an• , turn Ian= ._•n the arteri- ctor roadway. Said
storage and taper lengths s - o using FDOT TO FHWA, and
CCULDC
(5) Gated entne residential• `; opments must retain 100'minimum
throat depth fr• a way line face of the gate.A turn around must
be provided prio=i •ate ' s suffi rning radius to allow fire and
safely tur ::•und. 'reme be modified at the discretion of
Manage ;itAd• his =gnee on a case by case basis
for pr- `! ting cond hen =demonstrated that it will not
'eopardi - health nd welfare• he traveling public.(b)Security
tes se g industria ;' commercial uses shall provide a minimum of 30'of
d= •ditional t depth as needed to provide sufficient stacking so
th Is ca pletely exit the right-of-way before unlocking the
gate
D A • . -nd Site Plan I -tion ed:
1. •plication fo permi,"" hether new construction or alterations, shall contain the
fol:'' information:
a" • :'s na ailing address,and telephone number.
b. Legal on of lot or tract.
c. Site plan indicating:
(1) Lot dimensions.
(2) Location of all proposed driveways or access points with respect to lot lines,the
nearest existing adjacent access points both directions from the proposed
access,and all median openings within 1A mile each direction from the proposed
access points.
18
(3) County roadway name, existing width of pavement and existing right-of-way
dimensions. Include location of driveways with respect to edge of pavement,
swale location,and curb and gutter,if applicable,
(4) Other existing physical features and characteristics(signs,lights etc.).
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 co ,Portland cement concrete,etc.
f. A copy of the most recent su <;•r note if a survey has b ompleted on the lot or
tract and if the corner survey pin- `. :: till intac •e lot or trac •-rs shall be posted•
at the job site at front property corn d • ide property it the lot or tract
is a corner lot.
g. In cases where dr utilize a S •' .'oad right-of-way, an approved FDOT
Connection Permit,o ice t to Issu •nnection Permit,must be submitted
with the site plan
h. Si gle inclu• all =-sed "FDOT design standards.
•
E. The following pro shall b flowed for stallation of drainage culvert within the public right-
of-way:
1.; insta • of any • 'age culvert within the public right-of-way, an
approv • it to • Work a aintenance in Public Right-of-Way"from the ROW
Permitting S- ..shall• ained.
2 required cul •ngth size, and other pertinent information including mitered end
s,concrete -,and s•''shall be shown on the approved permit.
3. The c < grades s • •e set in accordance with the approved plan and may be later modified
by sta • the Permitting Section Manager's consent) if required by practical field
conditions
4. The permittee o •ntractor shall place the culvert to the specified elevations and shall re-grade
or re-shape the swale and road shoulders that were 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 at every common property
lot line, or in accordance with FDOT requirements, whichever is less, 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 24"by 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,
19
•
8. 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. Temporary culverts must be installed within the drainageways of Collier County if construction
has commenced and the approved permanent culvert is not already in place.
8. Fifteen inch diameter (unless extenuating circumstan ;; exist as determined by the ROW
Permitting Section Manager or designee)is the minim allowable for use where a culvert
is to be connected to the County drainage system,, e a culvert is placed within the public
right-of-way.
9. In cases where the culvert is associated wi vewa s approved as part of a Building
Permit, an inspection shall be made ork shall .proved prior to the Growth
Management Division signing the Buil -•artment's"Mast - : trol Card"to ensure that all
public property has been restored to ition satisfactory to th ?. nty.
F. In situations where the following conditions exis " rowth =gement A. rator or his
designee may approve a deviation or accept altern it , "as identified i • urrent TIS
Guidelines and Procedures resol
1. Negative impacts to the He ...r Public w= are not expected to result from the
proposed deviations;and
2. The site is to-, -.r near the a de oadw= very little opposing traffic,is
considere. 'th low v. :e,a •-dwa 'mprovement or extension is not
identifie Long '.•eTransp • ;an.
3. Where exis :'. . ondition , a previou reveloped site would cause a significant hardship on
the site.
20
IV.MISCELLANEOUS CONSTRUCTION
A. Sidewalk/Bikepath/Pathway Construction:
1. Sidewalk/bikepath/pathway requirements are enumerated in the CCULDC 6.06.02, as
amended.
2. Where authorized, asphalt sidewalks/bikepaths, or ":s paths shall be constructed to
specifications established by the County, but sha less than six inches of compacted
limerock base over a stabilized subgrade,prime.. aced with a minimum of one and one
half inches of Type S asphalt concrete.
3. The Growth Management Administrator signee ma materials other than asphalt
and concrete for the construction of s s subject to revi ,d approval of the substitute
material and understanding the ow all be responsible fo tenance. Such alternate
construction materials may include - not limited to concre- ers, brick, and similar
materials.In no case,however,shall cer .r marbl >.:.=or"Bowma permitted.
4. Public Safety considerati•
a. The contractor shall -fe walkwa -destrians around all work areas.
b. Barricades or other ba shal to pre y possibility of injury to the public
cau contracto •rk.
c. • area nd the w all • lean of sand,stones,and any other
•1 that co `-use ped to slip,fall, or otherwise injure them.
d. Work I-.; •ht sha barricaded with flashing warning lights and
••ropna
e. C• ounty not be re '•le for the means,methods, or materials related to
jobsit_;,' ,_-ty.An safety req.rements are the sole responsibility of the permittee.
B. Listed• , re deiineatio ices an• :avement markers acceptable for use in public right-of-way.
1. Delin= devices the following general requirements and shall be in accordance with
the FD I ".• MUT' _` tandards:
a. Refle '•
b. White/red,or amber in color;blue for location of fire hydrants.
c. A maximum of five-eighths inch in height, measured from the wearing surface of the
road.
2. Types of delineation devices are as follows:
a. DISKS,measuring four inches in diameter and five-eighths inch in height.
21
b. WEDGES,having a minimum size of four inches square and five-eighths inch in height.
These wedges may:
(1) Be fully reflectorized.
(2) Have a plain top and reflectorized base.
(3) Have a plain top with reflective element,>;' d into the surface facing the traffic.
3. Permanent reflective, pressure sensitive Pavem4 Traffic Paint,Thermoplastic Striping,
and other pavement marking shall conform to • 9,latest revision,and FDOT Traffic
Operations Standards(Index Series 17000)
4, Raised Reflective Pavement Marke be installed in• •rdance with FDOT Traffic
Operations Standards(Index No 17
5. To use any of the above devices in a right-of -i-1 , a permit st form is required,
accompanied by two drawin•s of the propo ork ting size,type exact locations of
the devices in the roadwa
C. Underground Utility Accommodation
1. The followin•.: !,s shall •-' ?•mitted w pr :,;.the issuance of a permit. This
submissio •njunctlon a• on
a. • heet wi l 'cation or map.
b. A Site` ► an that ' II indicate the overall site development and all
•pose• with -nces to the appropriate plan and profile sheets.
ing • project a :'•hales must be indicated on this drawing. The
I of a` ;:�ng uUhtie ical features and characteristics(signs, lights etc.)
on si imme ` - adjacent, ` all be shown on this document
Plan and - Shee•.'``;.-II indicate the horizontal and vertical location of all proposed
water and • r wrier. ents including other proposed or existing facilities and
•nflicts in me general location. Special profile sheets shall be required when
ue situatie`<".:or complex conflicts occur that cannot be clearly detailed on standard
• d pro •rms. Profiles must be positioned on the sheet directly below the plan
sec illustrating with exact alignment of stationing from plan to profile.
2. All proposed u' es shall lie within the roadway right-of-way or within dedicated utility
easements. Where utility 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.The 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. All underground utilities shall be located as close as possible to the edge of the existing right-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 of
the edge of pavement.
22
•
4. Underground installations parallel to the roadway shall be a minimum of 36" below the
pavement grade line or 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 finish
grade rather than the roadway grade.
5. Crossings under existing pavement shall be made witho, , utting the pavement, Locations that
are unsuitable or undesirable for pipeline crossings a avoided.These include locations
such as
a Deep cuts near footings of bridges and
•
b. Across at-grade intersections
c. At cross-drains where flow of ;drift or stream bed m obstructed.
d. In wet or rocky terrain where eco constra •reclude mi • burial.
Open-cutting of existing •nnections ••ved) will be permitted, provided that the
owners are notified and the ement is = -d in accordance with this Handbook. In
any analysis of a request for c•• •rimary c• -ration will be given to the safety and
convenience of the public The.'':,•lican • •rovide justification for approval of open
cutting
6. Casing •e us the cro derg tilities. Casings will be required for
crossing ed unde 'sting pay here the rier is of a composition such that it
cannot be f Casin• hall extend toe of slope to toe of slope.
7. ..•nofth yeas ` s:
a. E idew -nd drive oved,disturbed or destroyed by construction shall
be re • or r-° in kind =finished work shall be equal or better in all respects
• to the or
•
• The permi s -t his •ense, shall replace all trees and shrubbery damaged or
•-sturbed dur - •nstruction. If the existing vegetation is improved landscaping, plans
to be pre d by a Florida registered landscape architect to address the removal,
rs ion a -toration as part of the permitting approval process. The permittee is
res• .• + e restoration of the landscape improvements and reimbursements to
Collie . Any private plantings removed during construction shall be replaced.
The pe "'=e,at his own expense, shall remove all debris. Any yard or portion of the
right-of-way fronting private property with grass will be restored with like sod. Seeding
and mulching operations are to begin within three weeks after the utility is installed,
except in cases of front and back slopes,which should be done as 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 per the Collier County Landscape
and Irrigation Specifications for Beautification Improvements within the public right-of-
way.
23
c. The contractor shall replace pavement or roadway surfaces cut or damaged,in equal 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 a remaining adjacent surface. The
permittee shall hold the width of this cut to a r= :'•m.At each open-cut crossing, the
backfill material shall be placed and corn. ',?, per Exhibit "E" of the FDOT Utility
Accommodation Guide. This requiremen •r embankment, subgrade, and base.
The permittee, if qualified, or a ce ; ,ry, under the supervision of the
permittee's consultant,shall make t -:-ity de rations. A copy of all density test
reports shall be furnished tot ht-of-Way • ing and Inspection Section.
Immediately following the ape `:-ckfiliing and co on a temporary sand seal
coat surface shall be applied ' cut areas.This temp surfacing shall provide a
smooth,all-weather traffic su the existing roadway all be maintained until
final restoration.Temporary surf hall re r ;. for a minim, ten days to assure
stability of the backfill under norma c a. Following •eriod and prior to
15 days after appl 4 the tempura hall be removed a >'he final roadway
surface restoration .'shed. To a • I ish the final roadway surface restoration,
the temporary su be remov nd the existing adjacent pavement
mechanically sawed s .'•;vht • ;,n to the ;tad dimensions.Following the above
operation, the contract...-.1 all p " immedi ith final pavement restoration in
acco ith the firemen , forth the applicable FDOT Utility
Ac Guide, -t"E" • 7 'rent lexible Pavement for permitted
-nt Cu • cavated exce� e quantity required for backfill and
c• red user --by the R ay Penni' g and Inspection Section shall be
hau the pe =e at his • -nd expense from the trench excavation and stock-
piled i `' s a- , by the • _;-of-Way Permitting and Inspection Section.Excess
avater d un e by the Right-of-Way Permitting and Inspection
•n she' ;r'ispose• re • ittee's expense,unless otherwise directed.Any
ex -d ma- =i: contamin h hazardous waste or pollutants shall be disposed
of at .le expens`,In order to facilitate an acceptable construction site
debris a -ste =•Is shall be removed from the site daily and the Permittee shall
allow only '> inimu •th of trench to be open overnight.
8. All ; ground utili .?•erations located within County-owned or controlled right-of-way shall
have 'fled on t onstruction plans that maintenance of traffic will comply with the
applicab TCD ;':• ions and with the FDOT Index 600 criteria or their successors in
function I re detailed Maintenance of Traffic (MOT) plans are required to be
determined a •ccretion of the County), the permittee will submit an MOT Plan for that
project, signed - sealed by a Professional Engineer registered in the State of Florida.At all
open-cut crossings,a minimum of one-way traffic shall be maintained during 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 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.The
permittee shall provide each job location with 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 Right-of-Way Permitting
and Inspection Section. Should the Right-of-Way Permitting and Inspection Section deem
24
•
conditions to be such that imminent danger is present,all work shall cease immediately and the
permittee shall undertake immediate corrective action?
9. 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.
b. Shoring will be required to conform with then .. licable OSHA requirements, where
necessary to protect employees, to protect a pavement, and/or to protect other
existing facilities.The responsibility for the r methods and materials used for any
excavation and/or shoring operation sh.. sole responsibility of the permittee.
Collier County assumes no responsibil ittee's or his contractor's failure to
comply with all local,State and Fed I -ty req =nts.
c. The permittee will indicate to ere the Traffic ' ering and Sign Operations
Section signs and reflectors erfere with the propo onstruction. These signs
and reflectors will be moved ocated by Traffic Engi and Sign Operations
Section personnel.The Traffic E =ring an '•n Operation tion,at the expense
of the permittee, will replace any •r _•re damaged, •_ '; •yed, removed or
relocated.
d. Manholes shall be o -..eled lanes -ver possible.The manhole ring,cover,
and pad must suppo is rea whe being constructed and must always
be set flush with the exi ">; gra
e. Ab -rground Ii shal • the `".ns and shall be identified as to
-r they - remove •ned." are to be abandoned,they must be
g • or sand • by the p
f. Under. • u -- than om the edge of the pavement, excluding those
insider= .s of •` and gutter sections, must be designed to carry
Thos '-ted in • c a of curb and gutter sections and those located
gr. han •m the e• pavement must be designed to support Growth
Mane. ; t Div Construc •n and Maintenance Section maintenance equipment.
• All new or r :,ed unde `•'ound facilities within the public right-of-way shall be provided
ith a perma indicating device capable of being detected from the surface.
h. • aunty -rty shall be restored to its original condition or better at the sole
exp o ermittee.
i. The per a shall warrant to the County all work within County right-of-way for one
year from the date of the County's formal acknowledgment of the completion of the
project.
25
V. AP 'ICES
1
DIX A
COLLIER COUNTY CONSTRUC INTEN, .- STANDARD FOR DESIGN
AND AS-8U( C DRA S
2
APPENDIX A
COLLIER COUNTY CONSTRUCTION AND MAINTENANCE STANDARD FOR DESIGN
AND AS-BUILT ELECTRONIC DRAWINGS
PURPOSE:To establish standards for electronic design drawings and as-built drawings for capital improvements within
County road rights-of-ways that allow efficient migration of the data to the County geographic information system
(GIS).
INTRODUCTION: Microstation and AutriCAD are the accepted sofiw lectronie drawings for design and as-
built drawings because they offer statewide or national standards,inc ng of information. The intent of the
layering standard is to promote consistency between drawings and 'ze lability of drawing data. The
effective use of layering standards also facilitates the efficient t ''"if data to graphical information lbr display,
editing,and plotting purposes.Layer/Level naming convents• °` be followed �' oval
I:Standards Information:
*For Microstation:
Refer to the Florida Department of Transportation(FDO t +dss °,.°station stnnf - •t:
hip vssssv,d q 5talf fl tis'ecs:wdow tloid hcation't,riter`
*For AutoCAD:
Refer to the National Cad Standards(N " , ,t'AD files st) at
http_w vs a nazi nakadslandard or'nes5/y ,. st edition $ ermg guidelines.
2:Requirements:
The deliverable must fo •ction I Ion• urn rc ements as below.
*Map Projection:
All projects,indepen approval --must be su in the correc-"oordinate system-State Plane,Florida
East F1PS 0901,US feet phic r nate system North American 1983.
If any as-built is submitted er ate syste + no coordinate system,it will be rejected and deemed as
mt unapp by the tenant - •arttnent, It will require further manipulation to meet
the st. -butt -knit file eac°.x` approval and signed off status by the Construction
and :`"nanee Dep
*Nor .I Datum:Stat Florr% st FIPS 090 _S Feet geographic coordinate system GCS North
Ameri�'� 3. �
*Vertical :North Amenc h ertic tl —NA VD 88.
*Survey Acc
All survey data •e done actor' `..to the Minimum Technical Standards as stated in 611)17-6 of the Florida
Administrative Cr• cant to C "r 472 of the Florida Statutes. For as-built surveys of underground utilities.an
accuracy of 0.25 feet i ache x`vertically and horizontally is required at location points which shall be no
more than 100 feet apart "d utility lines except where field conditions limit the frequency of points that
can be reasonably located 'junctions and changes in direction.
*Map Accuracy:
Collier County GIS has adopted USGS National Map Accuracy Standards for mapping/GIS products,The contractor
must adhere to NMAS for all mapping work as referenced at this link:
Irttf:lfrockvvveh.ct.usgs.ttov;nmtntdslismax.htntl
*Data Development Applications:
Accepted software applications:
Microstation V8
AutoCAD Land Development 2004(or higher)or AutoCAD Civil 3L)2007(or higher).
*Data Delivery Media:
Acceptable delivery media:
CD(Compact Disk)
3
I
•
DVD(Digital Video Disk)
10
5
Unacceptable delivery media: Floppy disks and Zip disks.If data is submitted using floppy or zip disks,they
will be returned as incomplete project submittals.
3: Drawing Composition:
*AutoCAD files/Microstation files delivered to Collier County Construction and Maintenance Department shall contain
only one drawing and one title block per file.
*All AutoCAD/Microstation drawings shall be purged of empty,unused,or non-essential drawing data prior to
submittal to Collier County Construction and Maintenance Department.1 eludes all unused layers/level,
linetypes,blocks,fonts and entities.
*AutoCAD/Microstation drawings shall not contain any frozen layers/k I unused entities on frozen layers/levels
should be erased,and the empty layers/levels purged.
•AutoCAD/Microstation drawings shall not contain multiple over s s with multiple segments unless the
overlaid lines or adjacent line segments are assigned to diffe t ••••• rs
*Survey data shall be included in the AutoCAD/Microstatio• ngs and place• • e appropriate layers.(Survey
points must use the_PNEZD comma delimited forma
*Survey reference points and benchmark data must he abeled with their coordi • ues on the plan set.
4:Entity Properties:
To ensure the integrity of the original drawing when viewin :nt essential that A D/Microstation
entities are created following these stun+
•Entity colors shall be defined by layer/Ic tity.
*Blocks shall he defined(created)on layer/
*All attributes shall be defined on layer/level ro).
5:Model Space(for Auto �. esign Mo+ for Mic n)an r': er Space(for Auto CAD)
/Sheet Models(for age:
These guidelines arcs d for us a +del Spac '•dell an+ );. Space/Sheet Models effectively:
*Place title blocks.sche•• d genera : es at fulls 'aper Space/S eet Models whenever possible.
*Label scaled viewports w7 approp scale in M.. - ace/Design Models.
*Do not place. . aw model •b, d objet 'aper Space/Sheet Models,
*Draw al 90 esign ale.
•Scale " 'sing ace/S odels vier •• viewports to the appropriate scale.
•
6:Este 'eferences X''
Extema ences(XREF's) ' led in AD drawings created outside of Collier County Growth
Manageme 'lion can result tent di ncies in the delivered drawing set, In some cases XREF's may be
permissible hi r this arrangen ust be worked out in advance with Collier County Growth Management
Division.To ens° integrity of +yawing set,and minimize potential problems:
•AutoCAD drawings fled to C County Growth Management Division shall not contain any XREF's.
*XREF's shall not be b+ '"to d • •;s prior to delivery.
*Ifdrawings contain XRE :- Id be inserted as blocks prior to submittal to Collier County Growth
Management Division. Lay ained in XREF's inserted as blocks shall conform to Collier County Growth
Management Division standar s.
7:AutoCAD Drawing Support Files:
Drawings created using non-standard AutoCAD fonts,linetypes,and hatch patterns can result in content discrepancies
in the delivered drawing set.To ensure the integrity of the drawing set,and minimize potential problems:
*Only native AutoCAD or AutoCAD Land Desktop fonts,linetypes,and hatch patterns or the CAD Symbology
provided by the National CAD Standards are allowed.
*Custom fonts,linetypes,and hatch patterns,including those provided by 3rd party software,shall not be used.
*Only these I rueType fonts shall be used:Arial,Courier New.Times New Roman.
*Postscript fonts shall not be used
6
e•
8:File Transmittal:
The content of electronic drawings provided by the contractor must match the delivered original hard copy set as
closely as possible,if not exactly.To ensure the integrity of the electronic drawing set upon delivery to Collier
County Construction and Maintenance Department:
*Ensure the drawings adhere to the guidelines presented in this document.Review the procedures for preparing
drawings for submittal as detailed in the preceding paragraphs.
*Include a hard copy index containing filenames and sheet numbers fore ittal.This ensures the completeness
of the drawing set and assists in archival procedures.
*Include a transmittal sheet with all submittals indicating Collier C. truction and Maintenance Department
project number,Collier County Construction and Maintenance R • te 'ect name(if applicable)and complete
listing of all materials submitted.
*Include AutoCAD.PC2,.PCP or.CTE plot configuration
*Include all field survey data as indicated in art% t s rn - '•' Gov
*Submit hard copies oforiginal contractor"red line p d specifications.
*All hard copies of civil and site plan must be sealed an d by a Licensed Surveyor essional Engineer and
clearly marked,such as"90%Design"."As-built"etc.
9:The following documentation shall l i ered to Colli• Construction and aintenance
Department at the following project .
*Design-Schematic/Preliminary/Workin&D r County C. tion and Maintenance requires a
complete set of Review Documents in AutoC .n in DW •t for Auto CAD/DGN format for
Microstation and in PDF hard co.y format for w of co ; ce to di D Standards by Collier County
Construction and Mainte. ent. Du e prel' desi: ' "?ses of the project,Collier County
Construction and Mat . review the n• ..t.e format,DGN format and PDF format to
provide design/cone omments i" tions.
•Pre-Construction CAD• g files in ;.G format i oCAD/DGN fomtat for Microstation,as well as
specifications in electron' )shall "'ubmitted to Ilier County Construction and Maintenance Project
Manager on R :OM
*R .id P• tom sh ,o '± an "•:•copy format,approved As-Built Documents to
Colli on •and once at t •
et acceptance meeting. The CD-ROM shall contain
the t information rojec to include format for AutoCAD/DGN format for Microstation
and • tats of the drat` 'n acc i e with the Collier County Construction and Maintenance CAD
Standa: II as electron }spec ins.
10:Digital File •
Each project,wh- .milted must accompanied by a project file index. The index can be submitted in Word,
Excel or WordPerfe ats Ea "ex should contain the following-
1.Organization/comp‘ to
1 A contact name and po
3.Street address.
4.City.
5.State or province.
6.Postal/Zip code.
7.Country.
8.Phone number.
9.Fax number.
10.Email address,
1 I.Technician's entry end date of the data/design.
7
I
DIXB
DRAWING REFE NIMUM IREMENTS
.,..i% •-•.. '.--1 .
8
APPENDIX B
DRAWING REFERENCE FOR MINIMUM REQUIREMENTS
This Section of this Handbook contains detailed drawings depicting typical Collier County standards.
Where no drawing is included for a specific detail,the most current of the FDOT Rotadwav and Traffic
Design Standards shall apply.If there is no standard available in t ence,a sketch of the proposed detail
shall be submitted by the applicant for a Permit.The Collier Co h Management Division shall review
the sketch and either Approve, Approve with Modifications a proposed detail. If rejected, the
applicant may re-submit a revised proposal for addition- e No - ruction shall be permitted which
does not conform to the enclosed reference drawing FDOT Stan. or approved special details.
Penalties for failure to conform to these requirements merated elsewh- this Handbook.
9
SiTE DEVELOPMENT PLAN
MAINTENANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS: that
(NAME OF OWNER)
(ADDRESS OF OWNER)
(hereinafter referred to as"Owner")and
(NAME 01'OWNER)
(ADDRESS OF SURETY)
(hereinafter referred to as"Surety")are held and firmly hound unto Collier County, Florida.
(hereinafter referred to as"Count-")in the total aggregate sum of Dollars(S _ ,_.)in lawful money
of the United States, for the payment of which sum well and truly to be made, we hind ourselves,our heirs,executors,
administrators, successors and assigns,jointly and severally, firmly by these presents. Owner and Surety are used for
singular or plural,as the contest requires.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Owner has received approval of a certain Site
Development Plan named and that certain Site Development Plan includes specific
improvements which are required by Collier County Ordinances and Resolutions (hereinafter "Land Development
Regulations"). This obligation of the Surety shall commence on the date this Bond is executed and shall continue until
the date of final acceptance by the Engineering Review Services Director % County Engineer of the specific
improvements described in the Land Development Regulations(hereinafter the"Guaranty Period")
NOW, THEREFORE, if the Owner shall well, truly and faithfully perform its obligations and duties in accordance with
the Land Development Regulations during the guaranty period established by the County,and the Owner shall satisfy all
claims and demands incurred and shall fully indemnify and save harmless the County from and against all costs and
damages which it may suffer by reason of Owner's failure to do so,and shall reimburse and repay the County all outlay
and expense which the County may incur in making good any default, then this obligation shall be void, otherwise to
remain in full force and effect.
PROVIDED, FURTHER,that the said Surety. for value received hereby,stipulates and agrees that no change,extension
of time, alteration, addition or deletion to the proposed specific improvements shall in any way affect its obligation on
this Bond,and it does hereby waive notice of any such change. extension of time,alteration, addition or deletion to the
proposed specific improvements.
PROVIDED FURTHER, that it is expressly agreed that the Bond shall be deemed amended automatically and
immediately, without formal and separate amendments hereto, so as to hind the Owner and the Surety to the Full and
taithfitl perkwmance in accordance with the Land Development Regulations. The term"Amendment,"wherever used in
this Bond,and whether referring to this Bond,or other documents shall include any alteration,addition or modification
of any character whatsoever.
iN WITNESS WHEREOF. the parties hereto have caused this MAINTENANCE BOND to be executed this
day of
•
(Owner's witness and signature block)
(Surety's witness and signature block)
(notary and acknowledgment for both Owner and Surety required)
•
COLLIER COUNTY LANs)DEVELOPMENT CODE.
•
PERFORMANCE BOND NO.
KNOW ALL PERSONS BY THESE PRESENTS: that
(NAME OF OWNER)
(ADDRESS OF OWNER)
(hereinafter referred to as"Owner")and
(NAME OF OWNER)
(ADDRESS OF SURETY)
•
(hereinafter referred to as"Surety")are held and firmly bound unto Collier County, Florida,
(hereinafter referred to as"County")in the total aggregate sum of_ Dollars($ )in lawful money ;
of the United States, for the payment of which sum well and truly to be made,we bind ourselves,our heirs,executors,
administrators, successors and assigns,jointly and severally, firmly by these presents. Owner and Surety are used for
singular or plural,as the context requires.
•
THE CONDITION OF THIS OBLIGATION is such that whereas,the Owner has submitted for approval by the Board a
certain subdivision plat named and that certain subdivision shall include specific
• improvements which are required by Collier County Ordinances and Resolutions (hereinafter "Land Development
•
• Regulations"). This obligation of the Surety shall commence on the date this Bond is executed and shall continue until
the date of final acceptance by the Board of County Commissioners of the specific improvements described in the Land
•
•
• Development Regulations(hereinafter the"Guaranty Period")
•
NOW,THEREFORE, if the Owner shall well,truly and faithfully perform its obligations and duties in accordance with
the Land Development Regulations during the guaranty period established by the County,and the Owner shall satisfy all
claims and demands incurred and shall fully indemnify and save harmless the County from and against all costs and
• damages which it may suffer by reason of Owner's failure to do so,and shall reimburse and repay the County all outlay
•
and expense which the County may incur in making good any default, then this obligation shall be void, otherwise to
: remain in full force and effect
PROVIDED, FURTHER,that the said Surety,for value received hereby,stipulates and agrees that no change,extension
of time,alteration, addition or deletion to the proposed specific improvements shall in any way affect its obligation on •
this Bond,and it does hereby waive notice of any such change,extension of time, alteration, addition or deletion to the •
proposed specific improvements,
•
PROVIDED FURTHER, that it is expressly agreed that the Bond shall be deemed amended automatically and
immediately, without formal and separate amendments hereto, so as to bind the Owner and the Surety to the full and
•
faithful performance in accordance with the Land Development Regulations. The term"Amendment,"wherever used in •
this Bond,and whether referring to this Bond,or other documents shall include any alteration, addition or modification
of any character whatsoever,
•
•
•
IN WITNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be executed this
--_ _ day of
(Owner's witness and signature block)
(Surety's witness and signature block)
(notary and acknowledgment for both Owner and Surety required) •
LDCA:6
AGENDA ITEM VI.D
f
' i .4'14;:',;::,44,4,,,.. `''
, )r
-...<" a _. -
I zz
, jCo ler County
r1,,,,,s I' , j °, .,« '
err
r '" E¢
COLLIER COUNTY TRANSPORTATION PLANNING
DEVELOPMENT GUIDEBOOK
4.
For ore information contact:
Transportation Planning Department
(239) 252-8192 I 2800 N. Horseshoe Drive, Naples, FL 34104
OVERVIEW OF TRANSPORTATION PLANNING
COLLIER COUNTY TRANSPORTATION PLANNING DEPARTMENT
Collier CountyTransportation Planning is a Department within the Growth Management Division.The Department plans
for the current and future needs of transportation improvements to provide for the safe and convenient movement of
people and goods throughout Collier County.
For any planning or development application that involves new or altered development,the Transportation Planning
Division is responsible for the review for land use changes, rezoning, and conditional uses of concurrency, access
management,traffic impacts,roadway construction standards,pedestrian/bicycle facilities.
ABOUT THIS GUIDEBOOK
The Collier County Transportation Planning Department wants to provide the best possibleexperience during the review •
process for each development project. The purpose of this "Transportation Planning Development Guidebook"is
to provide development applicants and their professional practitioners with guidance for producing accurate and
complete applications at the start of the project.
This Guidebook highlights the primary transportation planning considerations for typical development projects, §'
and how to address them. At the end of the Guidebook, you will find checklists that are designed to facilitate the
practitioner's preparation and sufficiency review of the application prior to submittal.
This is only a Guidebook,and not a legal document or ordinance. This document is a supplement to the County's Land
Development Code, Administrative Code, and other standards, not a substitute. The considerations and checklists
contained in this Guidebook are not all-inclusive and have only been provided to assist the Developer/Designer
with the review and permitting process. All applicable Collier County and FDOT standards as appropriate should
be followed. For more information,Transportation Planning Department resources and links to applicable Codes and ,
Manuals are available online at http://www.colliergov.net/index.aspx?page=123.
The following pages are intended to provide you with an understanding of the primary topics that must be considered
and addressed in most typical applications for development or redevelopment,followed by checklists for your use and
submittal with your application.
For further questions or information, please contact the Collier County Transportation Planning Department at(239)
252-8192. rb
APPLICABILITY °
Generally, this Guidebook references they -
>
practices and processes that apply to planning -- '- '� - "
--
and development applications for lands in
the unincorporated area outside the City
limits of Naples, Marco Island,and Everglades
City. Occasionally, plans or development
applications may cross jurisdictional I .y
boundaries, or may be within a City but /g
access a County-maintained road.Some of the
guidance in this handbook may be applicable , t4,41
in such cases. iY
•
ffi3
What ou should know...
ROADWAY CLASSIFICATIONS t
Collier county's roadwaynetwork is com rised of State, County, Cit
�,« Y p Y Y ��� , � ��
i and privately maintained roadways. Roadways are generally classified ,,,,,,,:!),74,"- '
H a- s Arterial,Collector,or Local. ftp ��i
D- uring your initial planning phase, it is important to identify the
• jurisdiction governing the site's surrounding roadways because this
• affects the permitting process and requirements. Also identify the . "'
adjacent roadway classifications because this determines location and3,
€ spacing of access points,types of turning movements and relationship
4 of your site to the surrounding network. x
Arterial road: A roadway that serves primarily through traffic and ' ��d; ��`�'�
secondarily provides access to abutting properties. % �
dods ffion
,, serviceCollector to a
roaresidential: Ar , commercialadwayprovi, oring industrial
accesan andtrac secondarilyl, �
1 provides for local through traffic. ,„� „ ,r '� ,.
f Local road or street: A route providing service which is of relatively
' low traffic volume,serving short trip length,or minimal through-traffic
movements,and a high degree of access for abutting properties. Local ;f ,, .
roads may be privately owned or governed by Collier Countyjurisdiction
If your project involves construction of a new or expanded public ,
, ;,,,,,,,,,
collector or arterial road, refer to the Collier County DEVELOPER `, �
SPONSORED ROAD PROJECT PERMITTING PROCESS HANDBOOK forer. ,e
E additional guidance.
ROADWAY CONCURRENCYi'
Collier County's Concurrency Management System is intended to ensure
that there is adequate roadway capacity available to serve current q.,4 ' f
and future development. Transportation Concurrency is a measure of ��
the capacity of the roadway system to support the adopted level of f ,,' 4,,
service for vehicular traffic. Collier County evaluates concurrency at z- ,-1
j. ' time of application for site development plan, site development plan
amendment, site improvement plan, and subdivision plat and plan ;4%y, �
y• application. .
Generally,concurrency is evaluated for each link significantly impacted , —
ki ' by a proposed application. Collier County has two Transportation m.. , 4 ,c N , . _ l
l',.''.1 Concurrency Management Areas (TCMAs) where growth related
Wok impacts to transportation facilities are managed on an area-wide basis 'f4`A%
rather than on a link-by-link basis. �� .; „,,,., 4 ,
Proportionate share payments may be used to mitigate impacts of a r - --am ''
�4
'_ development on a deficient roadway link by more than a de minimis „„ i.
r
B` a- mount within a TCMA. Refer to Land Development Code Section ,'
e, 6.02.03 for more information. Collier County has one Transportation aria i
ConcurrencyException Area (TCEA), where development is exem t ��'� `�` �'` %
�� p p p �� �s�`°;
3,, from transportation concurrency requirements so long as impacts to —n+�), ro-: i.
IN the transportation system are mitigated using Transportation Demand , ;r E ca
Management strategies enumerated in the Land Development Code. = Bes+cxnua+7G+A :r:',1
fanndd lLpa gceabpmrmt
k4 's, ; \''''') / ,,
” " ,
'
,.-1'f y
r
a I
i
What you should lf 0...
TRAFFIC IMPACT STUDY (TIS) ,4,••.: w
The purpose of the traffic impact study (TIS) is to quantify the potential traffic impacts, 1 3S;
evaluate compliance with the transportation concurrency requirements consistent with .. ..
the comprehensive plan, and identify site-related operational deficiencies that impact ,,
the health,safety and welfare of the traveling public.The TIS also analyzes access points, �i
median openings and intersections significantly impacted by the development on the rok*'
transportation system and identifies mitigation strategies to offset the impacts. v3;:
Prior to conducting any study, practitioners are required to prepare a methodology ,-.
,y statement according to the Collier County 115 Guidelines and submit it for review and
approval by County Transportation Planning Staff. The purpose of the methodology
statement is to establish agreed upon methodologies and assumptions prior to the start of the study. A methodology
meeting to review the statement is generally required. In such cases,a methodology meeting fee is required.
TIS Guidelines are available at:http://www.colliergov.net/index.aspx?page=566
Please contact the Transportation Planning Department at(239)252-8192 to set up a methodology meeting.
PROJECT CONNECTION POINTS
A focal point of your site design should be the connection point(s) for the site. A connection is the driveway,street, P
, )
P , roviding for the ri ht of h sical access to or from a ublic or private roadwaY Whether f
I
�
your project is new development with new connection points or redevelopment, it is important to consider how the
site connects to the public network with proper sight distances,pedestrian crossings,driveway throat length,lighting,
and alternative interconnection opportunities. Depending on the roadway classification, number of lanes and traffic
'el„ , volumes, the site connection may require turn lanes. All new connection points and median modifications require
a Collier County Right-of-Way permit and are subject the requirements of to Collier County Access Management
, .-, Resolution 13-257,as amended.
kiR
Access Management
°"" Access management is a set of techniques that state and local governments can use to control access to highways,
major arterials,and other roadways.Access management includes several techniques that are designed to increase
the capacity of these roads, manage congestion,and reduce crashes. The general separation requirements are
provided in the table below.These minimum spacing standards may not be adequate if auxiliary lanes and storage
is required.Single properties with frontages exceeding the minimum spacing criteria may not necessarily receive
permits for the maximum number of possible connections. `.
Collier County Access Management Standards(Resolution 13-257)
Minimum Minimum
Minimum median
Access Connection Signal
Class Facility Features Spacing opening—directional Full(feet)(2) Spacing
(feet)(2)(3) (feet)(2) (mile)(2) '
2 Controlled Access 1320/600 1320 2640 0.5
3 Arterials and Collectors,divided 660/330 660 1320 0.5
4 Arterials and Collectors, undivided 660/330 N/A N/A 0.5
5 Arterials and Collectors, divided 330/220 440 320/660(1) 0.5/.25
6 Arterials and Collectors, undivided 330/220 N/A N/A 0.25
7 Arterials and Collectors, divided and undivided 125 330 440 0.25
Notes:(1) z 45mph/<45mph
(2) These minimum spacing standards may not be adequate if auxiliarylanes and storage Is required. *
(3) Single properties with frontages exceeding the minimum spacing criteria may not necessarily receive permits for the maximum number of i;,,
possible connections. '•,
Local roads are typically classified as Access Class 7, however, there may be cases of local roads with a higher A
access classification. ,, �_
What you should do,..
/e a
.uNE) k.:,.,!.:,,,:,,,,,,
Clear Sight Distance a
Section 6.06.05 of the Land Development or
SIDEWALK SIDEWALK
Code specifies clear sight distance
j requirements where an accessway connects S ra 3•'
to a right-of-way and on corner lots where :47. _' I �
a property abuts the intersection of two *).14* r " '
Rights-of-Way. ..�
&rc��ii8`g .
�:'f r Rlphts
'''':44i:'411',,-
�4 Amr �r�,E a
t ��� :,:x. .,,..°. -v
::
� s Ares 01 Required '+
` � 4 " Cross Visibility " �`
U0400
8 g
,— 30'ht.max. Clear i4. e
Trunk � �
TrfenglesalRequired
I Cross Visit lly
Driveway (Hatched Areas)
Edge of Pavement 4
3, 3,
SOD SOD
10' 10'
THROAT LENGTH VARIES
(SEE COLDER COUNTY
OONSTRUC110N
STANDARDS HANDBOOK) Driveway Throat Length '
`' It is important to provide for adequate driveway distance between
the public road and any internal intersection,gate house or parking
` spaces,on the site. This distance,or the"throat length,"is prescribed ,
in the Construction Standards Handbook for Work within the Public ,
Right-of-Way.
110',,,;!I.,.'-„'`4
11.44
R
i
s
r I
Lighting
The Land Development Code specifies streetlight design ��
I and standards for lighting at the connection point for any
f,i residential or commercial development along a public � I
collector or arterial street. Lighting should be an integral zit i
part of the access plan for the site,and your submittal must x
include details addressing illumination levels, fixtures, and ' `f'
photometrics. t
y
IS STANDARD LIGHTING
..py 0/9
T.
1'1_
What you should did...
K�w«
Interconnections �t ,, .r
Vehicular and pedestrian interconnection between adjoining properties ' /jt'j " �fi.ir
allows for greater circulation opportunities, and often connects ;,
residents to each other and to businesses in a more efficient and safe ,, isti nq
manner. During the development or redevelopment of commercial ' � DOve1cri
or residential projects and all rezoning petitions, shared access ande,,;a
vehicular interconnection is required unless it is not physically or
legally possible,the cost is unreasonable (over 10%of the value of the s '3 , A i
development), environmentally sensitive lands will be impacted and 3,4, x
cannot be mitigated,or the abutting use is incompatible. `'� I
Turn Lanes
Primary vehicular access into a development may require the addition of turn lanes to promote smooth traffic
TURN LANE flow and reduce hazards to vehicular, bicycle, ,
and/or pedestrian traffic. The addition of 2,
turn lanes is required pursuant to Section III
--- Et,, ', 9 l of the Right of Way Handbook when it has �,,
l • ,u been determined that project traffic volumes
4.,,of" warrant the improvement(s).
TAPER--ICollier County turn lane standards require that
separate turn lanes be added whenever any of '
DECELERATION STORAGE the following conditions exist:
For Two Lane Roadways:
• Left turn lanes must be provided whenever the left turn peak hour volume is 20 vehicles or more.
• Right turn lanes must be provided whenever the right turn peak hour volume is 40 vehicles or more. i
For Multi-lane Divided Roadways: _ ,,
• 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 consistent with applicable Access Management 4:x..,,1,,,,,:,,
Standards, only when the projected traffic volume at the proposed opening (two-way total) averages 150 i
vehicles per hour during the eight highest hours.Turn lanes in the median that serve the public shall take
precedence over turn lanes serving privately owned developments.(i.e.if a median opening/turn lane for a
private development precludes the installation or lengthening of a turn lane benefiting the public,the turn
lane serving the private entity may be required to be reduced or removed at the expense of the beneficiary). N'
• 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.
Additional Requirements
All right turn lanes must be accommodate existing roadway conditions and/or planned capital improvement
project on a collector or arterial road. For all turn lanes:
• If existing County Right-of-Way is utilized,compensating Right-of-Way must be provided.
• If a sidewalk must be reconstructed for a turn lane, the existing separation or the required clear zone,
whichever is greater,must be maintained. ;'
1.,
What oushoo
Maintenance of Traffic Plans
Maintenance of Traffic Plans must meet or exceed the minimum requirements specified in the most current ,frit
, ., edition of both the Manual on Uniform Traffic Control Devices(MUTCD)and the FDOT Design Standard Index 600
series. Additionally all work in County Right-of-Way shall follow the requirements adopted in and Collier County's :
Maintenance of Traffic Policy#5807.
, i
k-
DESIGN FOR ALTERNATIVE MODES: SIDEWALKS, BICYCLE LANES AND TRANSIT
Sidewalks ('
Sidewalks are required to be constructed within subdivisions,and within parking lots. Sidewalks are also required along
public Rights-of-Way(6"thick concrete minimum)and private Rights-of-Way(4"thick concrete minimum) adjacent to l�fl
z VI
development sites. i
Six-foot wide sidewalks are required on both sides of Arterial and Collector Streets. Five-foot wide sidewalks are required `['4
on both sides of local streets and internal accessways. For more information,refer to Land Development Code Section
6.06.02.
The County has a program for payment-in-lieu ofsidewalkin situations where a sidewalk is not practical.For more information
refer to Land Development Code Section 6.06.02. `
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1 Proposed#' Proposed 6"
Conc.Skde Valk Gcnc.Sidewalk
Bicycle Lanes
Bicycle lanes are the portion of the roadway designated for use exclusively by bicycles.A bike lane is designated by both
signage and pavement markings.Construction of bike lanes is required within public and privately maintained collector
roads located within all developments.
kms
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x {'Bike 4'Bike
F�^, SidewalkCurb Curb Lane Vehicle Lanes Vehicle Lanes Lane Sidewalk
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Sidewalk and Bicycle Crossings at Intersections ),
At roadway intersections all sidewalk and bicycle paths are required to adjoin to the edge of curb or edge of pavements ',!
as depicted.When a curb is present,Americans with Disabilities Act(ADA)compliant directional curb ramps are required ;
at all corners of the intersection to provide full accessibility.The connection point must maintain or create safe pedestrian r
crossing conditions by adhering CURB RAMPS-DON'T DOTHIS / EDGE OF CURB-DON'T DO THIS l'
to ADA standards and Count µ
Y ,irki4;• ________;,.,),..„)
standards for direction,visibility, J ' C ` ;
surface type, slope, width, and r I �, �.
markings. �N ' I` ''
iia ' 6; •€� I 4
Pathways , , ,,w,-
Pathways
,Pathwa s are defined as an off- �" ' ' '/
road corridor whose primary use 4 �
is dedicated to non-motorized �� / '
traffic. Collier County allows for CURB RAMPS-DO THIS EDGE OF CURB-DO THIS ,z,
pathways to be constructed of
Whereas halt is used the County �� ij, ��,/frig""�` _ _/i,
either concrete or asphalt material.
requires no less than six inches of " _,.„ , „
_. „ ,,• �.
compacted limerock base (LBR -,'” ( f ,4 "" {)
100) over a stabilized sub rade
g I _ I�
with a minimum of 1-1/2 inchesb4fe :n
1.
Transit 'tr,iE e"...=4;„117/7
New transit stops and associated
pedestrian connections to bus "
stops are important to consider in site design where Collier Area Transit routes exist or are ,
planned in proximity to the project site.For further information please contact the Collier Area " '44. ; '
Transit Office at(239)252-7777.
;.
3 Traffic Calming
The Collier MPO and Collier County Transportation Planning created the Neighborhood Traffici
tic
Management Program to provide a process for identifying and addressing problems related to -- 1,l',
,,; speeding motorists,excessive traffic volumes,and safety on local streets,residential streets and
> minor collector streets. �;
_' The NeighborhoodTraffic ManagementProgramanualisavailableatlett //www.coliier ov.net'index.as x7 aace-:123. •,,U '
�;i g g 9 p� g p p 1 v
;,1 The Manual outlines procedure for Initiating traffic calming measures in a neighborhood or business area,and identifies
. , options for traffic calming strategies. The criteria to qualify for implementation of traffic calming measures are:
' ' tiiiii • Minimum Vehicular Volume: Local residential: Daily traffic volumes
' L ` greater than 2,000 vehicles per day or peak hour traffic volumes greater
j ,: than 200.
h,. IU;'"; • + i 1 141 r • Speed:Local residential: More than 85%of automobiles are driving at 3
k i; least 5 miles per hour over the posted speed limit. l4
I),,,1 il i • support: more than 51%of households and/or businesses in the area
E, I41
II :r must sign a petition in support.
` •' ,.. ;A, - • The three"E"'s of Education, Enforcement and Engineering make up
' the Traffic Calming solution strategy that are put forth to the Board of
County Commissioners for approval. For more information,contact the
4 Neighborhood Traffic Management Program Project Manager In the
;It
I Transportation Planning Department.
S M
Cattier COuf ty
Collier County Transportation Planning Checklists
The checklists on the following pages were developed to maintain and improve the quality of Developer
Design plans in Collier County.The designer should be familiar with the following documents and ensure
that the design is in compliance with these documents:
N/A Required
1.0 Traffic Impact Study(TIS)Quality Control Checklist
2.0 Project Connection Points Quality Control Checklist
3.0 Multi-Modal Transportation Quality Control Checklist
Prior to each submittal,the designer is advised to confirm that current editions of the above documents
are being used. The complete checklist for each phase and the responses to comments must be
submitted with each phase submittal.
Engineer of Record
I have reviewed the application package and all required design elements and supporting documents
within Collier County Right-of-Way are included in the site plan submittal and verified as part of this
Quality Control Review.
Engineer of
Record:
Date:
Collier County Transportation Planning Checklists
Project Number: Name of Firm:
Project Description: Prepared By:
QC'd By:
Date:
1.0 Traffic Impact Study(TIS)Quality Control Checklist
1.1 Basic Requirements
Initials
N/A Designer CC it General it
1 Development Parameters,including Build Out Horizon Year,are identified.
2 Site is estimated to generate A.M. Peak Hour Trips, P.M. Peak
Hour Trip,and Average Daily Trips.
3 Estimated Internal Capture Rate is %.
4 Estimated Pass-by Capture Rate is
1.2 Small Scale Study
Initials
N/A Designer CC # General
5 The project generates less than 50 net new total 2-way AM and less than 50
net new total 2-way PM peak hour trips
The access point to the adjacent roadway network does not require
6 modification inside the Right-Of-Way beyond a standard driveway
connection.
1.3 Minor Study
Initials
N/A Designer CC it General
The project generates less than 100 net new total 2-way AM and less than
7 100 net new total 2-way PM peak hour trips and less than 2%of adopted LOS
service volume on the roadway segment(s)it directly accesses.
The access point to the adjacent roadway network may not require
8 modifications inside the right-of-way beyond the scope of turn lanes and
median modifications.
9 The only mitigation required is ingress and egress turn lane(s) and median
modifications.
1.4 Major Study
Initials
N/A ' Designer CC 4 General
10 The project generates more than 100 net new total 2-way AM or PM peak
hour trips.
The project significantly impacts one or more roadway facilities or causes
11 them to become deficient, or the project requires access management
improvements and intersection improvements above and beyond turn lanes
and/or median modification
.w,
Collier County Transportation Planning Checklists
Project Number: Name of Firm:
Project Description: Prepared By:
QC'd By:
Date:
2.0 Project Connection Points Quality Control Checklist
2.1 Access Management—Connection Separation
Initials
N/A Designer CC # General
1 Access spacing meets the minimum Collier County or FDOT Access Management and driveway
separation standards.
(
2.2 Driveway Design
Initials
N/A Designer CC s # + General
2 Width of proposed driveway at Right-of-Way has been identified and is within standards.
3 Size of driveway radii or turnout Intersection roadway labeled on the site plan.
4 Driveway does not impair existing drainage patterns.
Type of pavement has been clearly identified on the site plan and meets or exceeds Collier
County minimum standards.
All proposed culverts within County Right-of-Way are to be reinforced concrete pipe(RCP)
6 meeting the most current edition of the FDOT Standard Specifications for Road and Bridge
Construction.
7 Site Plan matches the proposed typical section.
8 Throat length meets standards with dimensions labeled on plan.
2.3 Clear Sight Distance
Initials •
N/A Designer CC # General
9 Clear sight distance triangles are provided at intersections with dimensions labeled on plans.
(
10 Streetscape improvements do not impede motorist,pedestrian or cyclist visibility at sight triangle
locations at roadway intersections or access ways.
2.4 Interconnection
Initials
N/A Designer CC # General
11 Vehicular and/or pedestrian facilities connect with adjacent sites as applicable.
2.5 Turn Lanes
Initials
N/A Designer CC # General
12 Right turn lanes has been provided if the right turn peak hour volume is 40 vehicles or more at
the access location.
13 Left turn lane have been provided if the left turn peak hour volume is 20 vehicles or more at the
access location.
14 Turn Lanes meet or exceed FDOT Design Standard Index 301.
15 Compensating right-of-way is provided for right turn lane within County R-O-W.
Maintenance of Traffic Plans meets or exceeds the minimum requirements specified in the most
16 current edition of both the Manual on Uniform Traffic Control Devices(MUTCD)and the FDOT
Design Standard Index 600 series and complies with Collier County's Maintenance of Traffic Policy
N0.5807.
17 Site Plan matches the proposed typical section.
2.6 Lighting
Initials
N/A Designer CC # General
18 Min.of 2.0 foot candles and max.of 5.0 foot candles at intersections.
19 Full cutoff fixtures on both sides of entry or exit.
20 Pedestrian lighting standards are met along sidewalks by street lights
21 Lighting does not glare,spill over or Interfere on adjoining traffic or properties.
Collier County Transportation Planning Checklists
Project Number: Name of Firm:
Project Description: Prepared By:
QC'd By:
Date:
3.0 Multi-Modal Transportation Quality Control Checklist
3.1 Sidewalks
Initials
N/A Designer CC # General
1 Sidewalk has minimum 6'width on Arterial or Collector Roadways or minimum 5'width
on local streets or accessways
2 Sidewalks located on both sides of Arterials,Collectors,or Local Streets within the
development.
3 Proposed Sidewalk has a 6"minimum thickness within County Maintained Right-of-Way
and/or a 4"minimum thickness within Privately Maintained Right-of-Way.
4 Sidewalks provided on site and in parking lots,extending to connect to the adjacent
right-of-way
5 Sidewalks comply with the"Americans with Disabilities Act of 1990"(ADA)
6 Directional curb ramps and crosswalks have been provided at roadway intersections.
3.2 Bicycle Lanes
Initials
N/A Designer CC # General
7 4-foot bike lanes provided on Arterial or Collector Roadways within the development
3.3 Multi-Use Pathways
Initials
N/A Designer CC # General
8 Pathway typical section includes a 12'minimum width within Collier County Right-of-
Way.
9 Material is shown as concrete or asphalt.
10 For asphalt,a detail is provided to show no less than six inches of compacted limerock
base(LBR 100)over a stabilized subgrade with a minimum of 1-1/2 inches asphalt.
3.4 Connections to Transit
Initials
N/A Designer CC # General
11 Transit stops in proximity to the project site are labeled on the plan.
12 Sidewalk connections are provided to existing and proposed transit stops.