HEX Agenda 05/24/2018AGENDA
THE COLLIER COUNTY HEARING EXAMINER
WILL HOLD A HEARING AT 9:00 AM ON THURSDAY, MAY 24, 2018 IN CONFERENCE ROOM 610 AT
THE GROWTH MANAGEMENT DEPARTMENT/PLANNING & REGULATION BUILDING, 2800 N.
HORSESHOE DRIVE, NAPLES, FLORIDA
INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES UNLESS OTHERWISE WAIVED BY
THE HEARING EXAMINER. PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS
INCLUDED IN THE HEARING REPORT PACKETS MUST HAVE THAT MATERIAL SUBMITTED TO
COUNTY STAFF 10 DAYS PRIOR TO THE HEARING. ALL MATERIALS USED DURING
PRESENTATION AT THE HEARING WILL BECOME A PERMANENT PART OF THE RECORD.
ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE HEARING EXAMINER WILL
NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED
TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD
INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED.
DECISIONS OF THE HEARING EXAMINER ARE FINAL UNLESS APPEALED TO THE BOARD OF
COUNTY COMMISSIONERS.
HEARING PROCEDURES WILL PROVIDE FOR PRESENTATION BY THE APPLICANT,
PRESENTATION BY STAFF, PUBLIC COMMENT AND APPLICANT REBUTTAL. THE HEARING
EXAMINER WILL RENDER A DECISION WITHIN 30 DAYS. PERSONS WISHING TO RECEIVE A
COPY OF THE DECISION BY MAIL MAY SUPPLY COUNTY STAFF WITH THEIR NAME,
ADDRESS, AND A STAMPED, SELF-ADDRESSED ENVELOPE FOR THAT PURPOSE. PERSONS
WISHING TO RECEIVE AN ELECTRONIC COPY OF THE DECISION MAY SUPPLY THEIR EMAIL
ADDRESS.
1. PLEDGE OF ALLEGIANCE
2. REVIEW OF AGENDA
3. ADVERTISED PUBLIC HEARINGS:
A. PETITION NO. CU-PL20170002302 – Iglesia Pentecostes Peniel Immokalee, Inc. requests
a Conditional Use to allow a church use within a Residential Multi-Family-6 (RMF-6) zoning
district pursuant to Section 2.03.02 B.1.c.1 of the Collier County Land Development Code for a
1.9± acre property located on the north side of E Delaware Avenue, approximately one quarter
mile east of 1st Street S in Immokalee, in Section 3, Township 47 South, Range 29 East, Collier
County, Florida. [Coordinator: James Sabo, AICP, Principal Planner]
B. PETITION NO. VA-PL20160002427 – Florida Power & Light Company requests a
variance from Section 5.05.09 G.2.a of the Land Development Code to reduce the minimum
setback from 225 feet to 77 feet for the western property boundary shared with the Brandon
RPUD, to allow for replacement of a utility pole and collocation of wireless communications
facilities on property located on the south side of Veterans Memorial Boulevard, approximately
one third mile east of Livingston Road, in Section 13, Township 48 South, Range 25 East,
Collier County, Florida, consisting of 20± acres. [Coordinator: James Sabo, AICP, Principal
Planner]
C. PETITION NO. VA-PL20160002426 – Florida Power & Light requests a variance from
Section 5.05.09.G.2.a of the Land Development Code to reduce the east setback from 235 feet to
173 feet, the south setback from 235 feet to 55 feet, and the west setback from 235 feet to 133
feet, to allow for replacement of a utility pole and collocation of wireless communications
facilities on property located at 4995 Davis Boulevard in Section 6, Township 50 South, Range
26 East, Collier County, Florida. [Coordinator: James Sabo, AICP, Principal Planner]
4. OTHER BUSINESS
5. PUBLIC COMMENTS
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00119120004
6/2/17
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 1 of 14
APPLICATION FOR PUBLIC HEARING FOR:
CONDITIONAL USE
LDC Section 10.08.00 & Code of Laws section 2-83 – 2-90
Chapter 3 C.1 of the Administrative Code
PETITION NO (PL)
PROJECT NAME
DATE PROCESSED
A CONDITIONAL USE TO BE HEARD BY THE PLANNING COMMISSION AND BOARD OF ZONING
APPEALS
A MINOR CONDITIONAL USE TO BE HEARD BY THE OFFICE OF THE HEARING EXAMINER
APPLICANT CONTACT INFORMATION
Name of Applicant(s): ___________________________________________________________
Address: ____________________________City: _____________ State: ________ ZIP: _______
Telephone: ____________________ Cell: _____________________ Fax:
___________________
E-Mail Address: ________________________________________________________________
Name of Agent: ________________________________________________________________
Firm: _________________________________________________________________________
Address: ____________________________City: _____________ State: ________ ZIP: _______
Telephone: ____________________ Cell: _____________________ Fax: __________________
E-Mail Address: ________________________________________________________________
BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF
ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS.
To be completed by staff
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 2 of 14
DISCLOSURE OF INTEREST INFORMATION
Please complete the following, use additional sheets if necessary.
a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in
common, or joint tenancy, list all parties with an ownership interest as well as the
percentage of such interest:
Name and Address % of Ownership
b. If the property is owned by a CORPORATION, list the officers and stockholders and the
percentage of stock owned by each:
Name and Address % of Ownership
c. If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the
percentage of interest:
Name and Address % of Ownership
d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the
general and/or limited partners:
Name and Address % of Ownership
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 3 of 14
e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation,
Trustee, or a Partnership, list the names of the contract purchasers below, including the
officers, stockholders, beneficiaries, or partners:
Name and Address % of Ownership
Date of Contract: ___________
f. If any contingency clause or contract terms involve additional parties, list all individuals or
officers, if a corporation, partnership, or trust:
Name and Address
g. Date subject property acquired _______________
Leased: Term of lease ____________ years /months
If, Petitioner has option to buy, indicate the following:
Date of option: _________________________
Date option terminates: __________________, or
Anticipated closing date: ________________
h. Should any changes of ownership or changes in contracts for purchase occur subsequent
to the date of application, but prior to the date of the final public hearing, it is the
responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure
of interest form.
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 4 of 14
ASSOCIATIONS
Complete the following for all registered Association(s) that could be affected by this petition.
Provide additional sheets if necessary. Information can be found on the Board of County
Commissioner’s website at http://www.colliergov.net/Index.aspx?page=774 .
Name of Homeowner Association: _________________________________________________
Mailing Address: ____________________________ City: _________ State: ______ ZIP: ______
Name of Homeowner Association: _________________________________________________
Mailing Address: ____________________________ City: _________ State: ______ ZIP: ______
Name of Homeowner Association: _________________________________________________
Mailing Address: ____________________________ City: _________ State: ______ ZIP: ______
Name of Homeowner Association: _________________________________________________
Mailing Address: ____________________________ City: _________ State: ______ ZIP: ______
Name of Homeowner Association: _________________________________________________
Mailing Address: ____________________________ City: _________ State: ______ ZIP: ______
PROPERTY INFORMATION
On separate page, provide a detailed legal description of the property covered by the
application:
x If the request involves changes to more than one zoning district, the applicant shall include
separate legal description for property involved in each district;
x The applicant shall submit 4 copies of a recent survey (completed within the last six months,
maximum 1" to 400' scale), if required to do so at the pre-application meeting; and
x The applicant is responsible for supplying the correct legal description. If questions arise
concerning the legal description, an engineer's certification or sealed survey may be required.
Property I.D. Number: ____________________________ Plat Book: _______ Page #: _______
Section/Township/Range: _______ /_______ /_______
Subdivision: __________________________________________Lot: ________ Block: ________
Metes & Bounds Description: _____________________________________________________
Size of Property: _____ft. X ______ ft. = _______ Total Sq. Ft. Acres: _____________
Address/ General Location of Subject Property:
______________________________________________________________________________
______________________________________________________________________________
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 5 of 14
ADJACENT ZONING AND LAND USE
Zoning Land Use
N
S
E
W
If the owner of the subject property owns contiguous property please provide a detailed legal
description of the entire contiguous property: (If space is inadequate, attach on a separate
page)
Section/Township/Range: / /
Lot: Block: Subdivision: __________________________________________
Plat Book: Page #: Property I.D. Number: ____________________________
Metes & Bounds Description: ________________________________________________
CONDITIONAL USE REQUEST DETAIL
Type of Conditional Use:
This application is requesting a conditional use as allowed, pursuant to LDC section 2.03.00, of the
_______________________ zoning district for _______________________ (type of use).
Present Use of the Property: __________________________________________
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 6 of 14
EVALUATION CRITERIA
Pursuant to LDC section 10.08.00 and Chapter 3 C.1 of the Administrative Code, staff’s recommendation
to the reviewing body shall be based upon a finding that the granting of the conditional use will not
adversely affect the public interest and that the specific requirements governing the individual conditional
use, if any, have been met. Further, satisfactory provision and arrangement have been made concerning
the following matters, where applicable.
On a separate page, provide a narrative statement describing a request for a conditional use
and a detailed response to the criteria listed below. Specify how and why the request is
consistent with each of the criteria.
a.Describe how the project is consistent with the Collier County Land Development Code and Growth
Management Plan. Include information on how the request is consistent with the applicable section
or portions of the Future Land Use Element.
b.Describe the existing or planned means of ingress and egress to the property and proposed structure
thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow
and control, and access in case of fire or catastrophe.
c.Describe the effect the conditional use will have on neighboring properties in relation to noise, glare,
economic impact, and odor.
d.Describe the site’s and the proposed use’s compatibility with adjacent properties and other
properties in the district.
e.Please provide any additional information which you may feel is relevant to this request.
Deed Restrictions: The County is legally precluded from enforcing deed restrictions; however, many
communities have adopted such restrictions. You may wish to contact the civic or property owners
association in the area for which this use is being requested in order to ascertain whether or not the
request is affected by existing deed restrictions.
Previous land use petitions on the subject property: To your knowledge, has a public hearing been
held on this property within the last year? If so, what was the nature of that hearing?
_____________________________________________________________________________________
_____________________________________________________________________________________
Official Interpretations or Zoning Verifications: To your knowledge, has there been an official
interpretation or zoning verification rendered on this property within the last year?
No Yes (If yes please provide copies.)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 12 of 14
FEE REQUIREMENTS
All checks payable to: Board of County Commissioners
Pre-Application Meeting: $500.00 (to be credited towards the application fee if the application is filed
within 9 months of pre-application meeting)
Conditional Use Application Fee: $4,000.00
o When filed with Rezone Petition: $1,500.00
o Additional fee for 5th and subsequent reviews: 20% of original fee
Comprehensive Planning Consistency Review: $300.00
Environmental Data Requirements-EIS Packet (submittal determined at pre-application meeting):
$2,500.00
Listed or Protected Species survey review fee (when an EIS is not required): $1,000.00
Transportation Fee, if required:
o Methodology Review Fee: $500.00
o Minor Study Review Fee: $750.00
o Major Study Review Fee: $1,500.00
Estimated Legal Advertising Fee for the Hearing Examiner or CCPC: $1,125.00
Estimated Legal Advertising Fee for the BZA, if required: $500.00
Fire Code Plans Review Fees are collected at the time of application submission and those fees are set forth by the
Authority having jurisdiction. The Land Development Code requires Neighborhood Notification mailers for
Applications headed to hearing, and this fee is collected prior to hearing.
As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is
included in this submittal package. I understand that failure to include all necessary submittal information may result
in the delay of processing this petition.
All checks payable to: Board of County Commissioners.
The completed application, all required submittal materials, and fees shall be submitted to:
Growth Management Department
ATTN: Business Center
2800 North Horseshoe Drive
Naples, FL 34104
____________________________________________ ____________
Agent/Owner Signature Date
____________________________________________
Applicant/Owner Name (please print)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 10 of 14
Pre-Application Meeting and Final Submittal Requirement Checklist for:
A Conditional Use to be heard by the Planning Commission and Board of Zoning Appeals
A Minor Conditional Use to be heard by the Office of the Hearing Examiner
Chapter 3 C.1. of the Administrative Code
The following Submittal Requirement Checklist is to be utilized during the Pre-Application Meeting, and at time of
application submittal. At time of submittal, the checklist is to be completed and submitted with the application packet.
Please provide the submittal items in the exact order listed below, with cover sheets attached to each section.
Incomplete submittals will not be accepted.
Requirements for Review # Of
Copies Required Not
Required
Completed Application (download current form from County website) 16
Cover letter briefly explaining the project 16
Pre-Application Notes 1
Affidavit of Authorization, signed and notarized 2
Completed Addressing Checklist 1
Warranty Deed(s) 3
Boundary Survey 3
Conceptual Site Plan 24” X 36” plus (one 8 ½ X 11 copy)
Plans showing proposed location for utilities, if required
Plans for screening and buffering the use with reference as to type, dimensions,
and character, if required
Plans showing the proposed landscaping and provisions for trees protected by
County regulations, if required
Plans showing the proposed signs and lighting, including type, dimensions, and
character, if required
Architectural Rendering of Proposed Structure(s), if applicable 4
Current aerial photographs (available from Property Appraiser) with project
boundary and, if vegetated, FLUCFCS Codes with legend included on aerial. 5
Statement of utility provisions (with all required attachments & sketches) 1
Environmental Data Requirements, pursuant to LDC section 3.08.00 3
Environmental Data Requirements collated into a single Environmental Impact
Statement (EIS) at time of public hearings. Coordinate with project planner at time
of public hearing.
Listed Species Survey; less than 12 months old. Include copies of previous surveys. 2
Traffic Impact Study (TIS) or waiver 7
Historical and Archeological Survey, or waiver 4
Electronic copy of all documents and plans
* Please advise: The Office of the Hearing Examiner requires all materials to be
submitted electronically in PDF format.
1
* If located in the Bayshore/Gateway Triangle Redevelopment Area, include an additional set of each submittal
requirement
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 11 of 14
ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS:
x Following the completion of the review process by County review staff, the applicant shall submit all materials
electronically to the designated project manager.
x Please contact the project manager to confirm the number of additional copies required.
]Planners: Indicate if the petition needs to be routed to the following additional reviewers:
Bayshore/Gateway Triangle Redevelopment:
Executive Director Emergency Management: Dan Summers; and/or
EMS: Artie Bay
Conservancy of SWFL: Nichole Ryan Graphics: Mariam Ocheltree
City of Naples: Robin Singer, Planning Director Utilities Engineering: Eric Fey
Parks and Recreation: Vicky Ahmad Immokalee Water/Sewer District:
Other: School District (Residential Components): Amy
Heartlock
Communication Towers:
Mosquito Control Collier County Airport Authority
Naples Airport Authority
Commercial Mining:
Impact Fees
Iglesia Pentecostes Peniel Immokalee CU
Attachment “A” – Legal Description
November 2017 www.davidsonengineering.com
LLEGAL DESCRIPTION
ATTACHMENT “A”
THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 47 SOUTH, RANGE 29 EAST, PUBLIC RECORDS OF
COLLIER COUNTY, FLORIDA. LESS AND EXCEPT THE WEST 80 FEET.
THE ABOVE DESCRBES AN AREA OF APPROXIMATELY 82,769 SQUARE FEET OR 1.90 ACRES OF LAND.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
Iglesia Pentecostes Peniel Immokalee CU
Attachment “B” – Evaluation Criteria
November 2017 www.davidsonengineering.com
NNARRATIVE & EVALUATION CRITERIA
ATTACHMENT “B”
The intent of this Conditional Use request is to allow the applicant to entitle and construct a church,
religious facility, or place of worship, as provided for in the Conditional Use provisions within the
Residential Multi-Family-6 (RMF-6) Zoning District and Urban Residential Subdistrict Future Land Use
Designation. The subject property consists of ± 1.9 acres located at the northeast corner of the
intersection of School Drive and Delaware Avenue East.
a. Describe how the project is consistent with the Collier County Land Development Code and Growth
Management Plan. Include information on how the request is consistent with the applicable section
or portions of the Future Land Use Element.
Response: The RMF-6 District permits churches as a Conditional Use. The application and proposed
master plan identifies all the required elements for a conditional use, as required by the LDC.
b. Describe the existing or planned means of ingress and egress to the property and proposed structure
thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow
and control, and access in case of fire or catastrophe.
Response: The means of ingress and egress to the property are currently proposed along Delaware
Avenue East. Weekday vehicular and pedestrian traffic control/access shall likely remain the same
with the proposed land use being sought.
c. Describe the effect the conditional use will have on neighboring properties in relation to noise, glare,
economic impact, and odor.
Response: The proposed church will have a minimal effect on neighboring properties most days of
the week. The majority of traffic/trips are proposed during worship services on Tuesday and
Saturday evenings at 7:30p.m. and again on Sunday afternoons at 4:00p.m. Landscape buffers and
water management areas adjacent to existing residential land uses/zoning will be utilized to reduce
any potential for noise or glare.
d. Describe the site’s and the proposed use’s compatibility with adjacent properties and other properties
in the district.
Response: The subject property is bordered to the north, east, south and west by single-family and
mobile home residential land uses and zoning; adjacent to and, opposite existing right-of-ways.
School Drive and Delaware Avenue East both directly border the subject property. The RMF-6 District
permits Churches as a Conditional Use. Although the property could be developed with a variety of
residential uses, its location at an intersection, the church’s membership being local to the area and
its mission to provide a place of worship to the existing community make the property uniquely
suited for the development of a church. It is the applicant’s contention and vision that the property
Iglesia Pentecostes Peniel Immokalee CU
Attachment “B” – Evaluation Criteria
November 2017 www.davidsonengineering.com
is more suited for a non-residential land use that will fit into the fabric of the neighborhood while
meeting the design and development standards of Collier County and the Immokalee community.
e. Please provide any additional information which you may feel is relevant to this request.
Response: The subject property is currently owned by the applicant, and members of the existing
Church are all local to the region. Upon the successful completion of the conditional use application,
the proposed church will be found consistent and permitted per the requirements of the LDC and its
design and development standards.
Future Land Use Element Provisions
Policy 5.4:
New developments shall be compatible with, and complementary to, the surrounding land uses, as set
forth in the Land Development Code (Ordinance 04-41, adopted June 22, 2004 and effective October 18,
2004, as amended).
The RMF-6 District permits churches as a Conditional Use. The application and proposed master plan
identifies all the required elements for a conditional use, as required by the LDC.
Policy 7.1
The County shall encourage developers and property owners to connect their properties to fronting
collector and arterial roads, except where no such connection can be made without violating intersection
spacing requirements of the Land Development Code.
The means of ingress and egress to the property are currently proposed at Delaware Avenue East.
Policy 7.2
The County shall encourage internal accesses or loop roads in an effort to help reduce vehicle congestion
on nearby collector and arterial roads and minimize the need for traffic signals.
An internal access loop roadway is not possible for this small of a site. The applicant has, however,
planned for internal circulation provided within the design of the master concept plan.
Policy 7.3
All new and existing developments shall be encouraged to connect their local streets and their
interconnection points with adjoining neighborhoods or other developments regardless of land use type.
Interconnections to adjoining parcels are not feasible to the east, because the surrounding Mobile Home
zoned parcel(s) are all developed. Future connection to the undeveloped parcel to the north is not being
sought at this time, but it may be feasible to provide a future connection if the land uses are compatible
and appropriate at the time of site development plan approvals for the individual sites.
Iglesia Pentecostes Peniel Immokalee CU
Attachment “B” – Evaluation Criteria
November 2017 www.davidsonengineering.com
Policy 7.4
The County shall encourage new developments to provide walkable communities with a blend of
densities, common open spaces, civic facilities and a range of housing prices and types.
Sidewalks/pathways will be provided to and from the site, as appropriate and as required by the LDC.
Iglesia Pentecostes Peniel Immokalee
CU - PL20170002302
December 22, 2017 www.davidsonengineering.com
DISCLOSURE OF INTEREST
PROPERTY OWNER:
Iglesia Pentecostes Peniel Immokalee, Inc., a Florida Not for Profit Corporation
PERCENTAGE OF OWNERSHIP:
100%
REGISTERED AGENTS & ADDRESSES:
President:
PASCUAL E., GASPAR SR.
504 DOAK AVE
IMMOKALEE, FL 34142
Secretary:
PASCUAL C., JUANA SRA.
504 DOAK AVE
IMMOKALEE, FL 34142
Directors:
ANDRES, EMILIO P, Sr.
602 n. 10th St.
IMMOKALEE, FL 34142
JUAN, MICAELA J, Sr.
602 n. 10TH ST.
IMMOKALEE, FL 34142
LOPEZ, VICTOR HSR.
504 DOAK AVE
IMMOKALEE, FL 34142
Vice President:
CRISTOBAL, MARGARITA
504 DOAK AVE
IMMOKALEE, FL 34142
PENTECOSTES PENIEL IMMOKALEELEVEL OF SERVICEDEMAND PER DEMAND PER DAILY PEAKUNIT UNIT DEMAND DEMAND** (GPD) (GPD) (GPD) (GPD)1 300 Church 3 900 3690.00Total 0900 3690.0* From FAC Chapter 64E-6 STANDARDS FOR ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS, Table I: For System Design, ESTIMATED SEWAGE FLOWS** Peak factor of 4.1 as calculated per Figure 1 - Ratio of Peak Hourly Flow to Design Average Flow, "Recommended Standards for Wastewater Facilities", 1997 Ed., Great Lakes - Upper Mississippi River Board of State and Provincial Public Health and Environmental Managers.Type of Establishment Demand(GPD)INSTITUTIONAL:Church3Assumptions:300 seatsBUILDING AREA (SF) # UNIT LAND USEper seat which includes kitchen wastweater flows for meals NOT prepared on a routine basisZ:\Active Projects\P\PENTECOSTAL PENIEL\ZONING & LAND USE\CU\UTILITIES\2017-09-21-PENTE-LOS2017-09-21-PENTE-LOS
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 7 of 14
STATEMENT OF UTILITY PROVISIONS
FOR CONDITIONAL USE REQUEST
APPLICANT INFORMATION
Name of Applicant(s): ___________________________________________________________
Address: ______________________________City: ___________ State: ________ ZIP: _______
Telephone: ____________________ Cell: _____________________ Fax: __________________
E-Mail Address: ________________________________________________________________
Address of Subject Property (If available): ___________________________________________
City: ________________ State: __________ ZIP: ___________
LEGAL DESCRIPTION
Section/Township/Range: / /
Lot: Block: Subdivision: _______________________________________________
Plat Book: Page #: Property I.D. Number: _________________________________
Metes & Bounds Description: _____________________________________________________
TYPE OF SEWAGE DISPOSAL TO BE PROVIDED
Check applicable system:
a. County Utility System
b. City Utility System
c. Franchised Utility System Provide Name: ____________________
d. Package Treatment Plant (GPD Capacity): ___________________
e. Septic System
TYPE OF WATER SERVICE TO BE PROVIDED
a. County Utility System
b. City Utility System
c. Franchised Utility System PROVIDE NAME_______________
d. Private System (Well)
Total Population to be served: ____________________________________________________
Peak and Average Daily Demands:
A. Water-Peak: _______ Average Daily: ________
B. Sewer-Peak: _______ Average Daily: ________
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 8 of 14
If proposing to be connected to Collier County Regional Water System, please provide the
date service is expected to be required: ____________________________________________
Narrative statement: Provide a brief and concise narrative statement and schematic drawing of
sewage treatment process to be used as well as a specific statement regarding the method of
affluent and sludge disposal. If percolation ponds are to be used, then percolation data and soil
involved shall be provided from tests prepared and certified by a professional engineer.
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
County Utility Dedication Statement: If the project is located within the service boundaries of
Collier County’s utility service system, a notarized statement shall be provided agreeing to
dedicate the water distribution and sewage collection facilities within the project area to the
Collier County Utilities. This shall occur upon completion of the construction of these facilities in
accordance with all applicable County ordinances in effect at that time. This statement shall also
include an agreement that the applicable system development charges and connection fees will
be paid to the County Utilities Division prior to the issuance of building permits by the County. If
applicable, the statement shall contain an agreement to dedicate the appropriate utility
easements for serving the water and sewer systems.
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
Statement of Availability Capacity from other Providers: Unless waived or otherwise provided
for at the pre-application meeting, if the project is to receive sewer or potable water services from
any provider other than the County, a statement from that provider indicating adequate capacity
to serve the project shall be provided.
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
3/17/2017 Page 9 of 14
RECORDING OF DEVELOPER COMMITMENTS
Within 30 days of adoption of the Ordinance, the owner or developer at their expense shall record in the
Public Records of Collier County a Memorandum of Understanding of Developer Commitments or Notice
of Developer Commitments that contains the legal description of the property that is the subject of the
land use petition and contains each and every commitment of the owner or developer specified in
the Ordinance. The Memorandum or Notice shall be in form acceptable to the County and shall comply
with the recording requirements of F.S. §695. A recorded copy of the Memorandum or Notice shall be
provided to the assigned Principal Planner, Zoning Services Department, within 15 days of recording of
said Memorandum or Notice.
Chapter 8 of the Administrative Code requires that the applicant must remove their public
hearing advertising sign(s) after final action is taken by the Board of County Commissioners.
Based on the Board's final action on this item, please remove all public hearing advertising
sign(s) immediately.
E MAIN ST
S
R
2
9
IMMOKALEE RD/CR 8461ST STREETW MAIN ST NEW MARKET RDIMMOKALE
E
R
D
/
C
R
8
4
6
LEGEND
PENTECOSTES PENIEL SUBJECT PROPERTY:
1.90 ACRES
DAVIDSON ENGINEERING, INC.
4365 RADIO ROAD, SUITE 201
NAPLES, FL 34104
PHONE: 239-434-6060
IGLESIA PENTECOSTES PENIEL
CONDITIONAL USE
AERIAL EXHIBIT
.
SOURCES: COLLIER COUNTY GEOGRAPHIC INFORMATION SYSTEMS (2017)
0 600 1,200
FEET
Z:\Active Projects\P\PENTECOSTAL PENIEL\DWG\GIS\2017-11-02 PP CU-(AERIAL EXHIBIT).mxd
1931.71 AcSCHOOL DRPRICE STDELAWARE AVEDELAWARE AVE E11TH ST SE13TH ST SEImmokalee ChurchParcel ID: 00119120004Collier County, FloridaFLUCCS MappingXN/AAS SHOWNSHEET NO. DATE PROJECT NO. SCALEEARTH TECH ENVIRONMENTAL, LLCEARTH TECH ENVIRONMENTAL, LLC10600 JOLEA AVENUE10600 JOLEA AVENUEBONITA SPRINGS, FLORIDA 34135BONITA SPRINGS, FLORIDA 34135PHONE (239) 304-0030 FAX (239) 324-0054PHONE (239) 304-0030 FAX (239) 324-0054O010020050FeetSubject PropertyFLUCCS Mapping193, Urban Land (in transition)G:\ETEnv Documents\PROJECTS\COLLIER\Davidson Engineering\Immokalee Church\GIS\FLUCCS Map.mxd / 1:29:40 PM12/21/17Note:2017 Aerial & Subject Property obtained from Collier County Property Appraiser
CivilEngineering•Planning•Permitting
4365RadioRoadͼSuite201ͼNaples,FL34104ͼP:(239)434.6060ͼF:(239)434Ͳ6084
www.davidsonengineering.com
1990MainStreetͼSuite750ͼSarasota,FL34236ͼP:(941)309Ͳ5180
TrafficImpactStatement
IglesiaPentecostesPenielImmokalee
PREPAREDFOR:
IglesiaPentecostesPenielImmokalee
504DoakAvenue
Immokalee,Florida34142
PREPAREDBY:
DavidsonEngineering,Inc.
4365RadioRoad,Suite201
Naples,Florida34104
November2,2017
REVISED:December22,2017
MethodologyFee=$500
SmallScaleTIS=$0
TableofContents
IntroductionandMethodology.................................................................................................................................2
TripGeneration.........................................................................................................................................................3
TripGenerationReduction........................................................................................................................................3
TripDistributionandAssignment..............................................................................................................................4
SignificanceTest........................................................................................................................................................6
ConcurrencyAnalysis.................................................................................................................................................6
OperationalandTurnLaneAnalysis..........................................................................................................................7
LeftTurnLane........................................................................................................................................................9
RightTurnLane......................................................................................................................................................9
AppendixA:SitePlan
AppendixB:MethodologyMeetingNotes
2IntroductionandMethodologyIglesiaPentecostesPenielImmokalee(Pentecostes)isaproposedconditionaluserezoneprojecton±1.90acresandislocatedneartheintersectionofEastDelawareAvenueandSchoolDrive,justeastofImmokaleeRoad(CR846),inImmokalee.RefertoFigure1belowfortheprojectlocationandAppendixAforaproposedsiteplan.ThesiteiscurrentlyadisturbedvacantRMFͲ6residentialparcel.Thistrafficanalysisispreparedtomeettheconditionaluserezoneapplication(PL20170002302)requirements.TheproposeddevelopmentincludesaoneͲstorybuildingwithassociatedparkingandlandscapeasrequiredbyCollierCountyLDC.Theproposedfloorareais±9,400sfandthechurchsanctuarywillnotexceed300seats.Thisdocumententailsa“SmallScaleStudy”trafficimpactstatement.TheanalysisisbasedontheavailableLandUsecategoriesprovidedinthe9thEditionoftheI.T.E.TripGenerationManualandprovidesahighestandbestusescenariowithrespecttotheproject’sproposedtripgeneration.ThedevelopmentproposesonetypicaldrivewayfromEastDelawareAvenuewhichisalocaltwoͲlaneroadway.PertheCollierCountyTISguidelinesandmethodologymeetingnotes(AppendixB),thisprojectwillanalyzePMpeakhourtripgeneration,trafficdistributionandassignments,significancetest,concurrencyanalysis,andoperationalanalysis.TheprojectedbuildͲoutyearis2019.Figure1:ProjectLocationSITEN
3TripGenerationTripgenerationratesarepertheInstituteofTransportationEngineerspublication,TripGenerationManual,9thEdition.Themostconservativeapproachwillbeusedfortripgeneration;theweekday,AM,andPMtripsofadjacentstreettrafficwillbebasedonbuildingsquarefootagewhiletheSundaypeakhourofthegeneratorwillbebasedonseats.Thisapproachisconsistentwiththemethodologymeetingnotes.Table1:DevelopmentProgramLandUseITELandUseCodeProposedUnits(X)Church5609,400sf300seatsTable2:ProposedTripGenerationLandUseTimePeriodEquation*Variable(X)CalculatedTraffic(T)%EnteringEnteringTrips%ExitingExitingTripsChurchWeekday(T)=(X)*9.111,000sf9.48650435043AMPeakHr(T)=(X)*0.565623382PMPeakHr(T)=0.34(X)+5.248484524Sunday(T)=(X)*0.61/seat30018350925092*Source:I.T.E.9thEdition,“AverageRate”wasusedwherefittedequationsareunavailable.**Roundingerrorsareincidentaltodirectionaldistributioncalculations.TripGenerationReductionAsdiscussedwiththedevelopers/ownersandCountystaffduringtheconditionalusepreͲapplicationmeeting,manyofcongregationlivewithinthesurroundingneighborhoodoftheproposedchurchandarewithinwalking/cyclingdistance.Furthermore,walkingandcyclingarecommonmeansoftransportationwithintheImmokaleecommunity.Duetotheuniquelocationandcommontransportationmeans,theprojectisproposingtoapplya25%reductioninvehicletripspriortodistributingamongstthelocalroads.Thismethodologyisconsistentwiththeadministrativeparkingreduction(APR)alsounderreviewfortheconditionaluserezoneapplication(PL20170002302).Table3representsthe
4“net”trafficgenerationafterapplyingthe25%reduction.ThePMpeakhourtripswillbeassignedtothelocalroadwaysandImmokaleeRoadforconcurrencyanalysiswhiletheSundaypeakhourtripswillbeassignedtoImmokaleeRoadforoperationalanalysis.Table3:TripGenerationwithReductionsWeekdayAMPeakPMPeakSundayLandUseQTYUnitTotalTotalEnterExitTotalEnterExitTotalEnterExit560ͲChurch9.41,000sf86532844000560ͲChurch300/seat00000001839292NeighborhoodReduction25%Ͳ22Ͳ1Ͳ1Ͳ1Ͳ2Ͳ1Ͳ1Ͳ46Ͳ23Ͳ23NetExternalTripsforProposedUse 644216331376969TripDistributionandAssignmentThetrafficgeneratedbytheproposeddevelopmentisassignedtothenearestlocalroadwaysandconcurrencylink46.0(ImmokaleeRoad)usingempiricalknowledgeofthesurroundingareaandthe2017CollierCountyAUIRdata.Asdiscussedpreviously,andinthemethodologynotes(AppendixB),amajorityofthecongregationresideswithinthesurroundingneighborhoodbotheastandwestofImmokaleeRoad.Therefore,thetrafficdistributionisassumedas70%throughoutlocaladjacentroadsandonly30%onImmokaleeRoad.Additionally,perCollierCountyTISguidelines,significantlyimpactedroadwaysareidentifiedbasedontheproposedprojecthighestpeakhourtripgeneration(netexternaltrips)andconsistentwiththepeakhouroftheadjacentstreettraffic.PerCollierCountyAUIR,thepeakhourforadjacentraodwaynetworkisPM.Therefore,thetablebelow,andgraphonthefollowingpage,showsthedistributionsplitandtrafficasdescribedforconcurrencyanalysis.Table4:PMPeakHourDistributionSplitforConcurrencyAnalysisTotalTripsAdjacentNeighborhoodEastofImmokaleeRoad(40%)AdjacentNeighborhoodWestofImmokaleeRoad(30%)ImmokaleeRoadNorthofSite(20%)ImmokaleeRoadSouthofSite(10%)PMPeakHrEntering311SBͲ1NBͲ0Exiting311NBͲ1SBͲ0Note:NB/SBrepresentsnorthboundandsouthbounddirections.
5Figure2:PMPeakHourDistributionSplit,Enter/ExitSITENPMPeakHourTrips10%=0/0PMPeakHourTrips30%=1/1PMPeakHourTrips20%=1/1PMPeakHourTrips40%=1/1
6SignificanceTest AsshownbelowinTable5theadjacentconcurrencylinkisnotfoundtobesignificantlyimpactedonImmokaleeRoadduringthePMPeakHourtraffic.Thetrafficgeneratedbytheproposeddevelopmentwillhaveamaximumofonlya0.11%PMPeakDirectional(east/northbound)impactonImmokaleeRoad.Assuch,additionalconcurrencysegmentsdonotrequireanalysisunderthe2%Ͳ2%Ͳ3%reviewcriteria.Table5:PMPeakHour,PeakDirectionSignificanceTestLinkFromToLanesExistingLOS2017ServiceVolumeNetworkPeakDirectionPMPeakHourSiteTrips%ImpactImmokaleeRoadOilWellRoadSR284ͲDividedC900EB/NB10.11%ConcurrencyAnalysisTable6,below,calculatesthe2019backgroundvolumeforLink44.0whileTable7calculatesthe2019projectedvolumebasedontheannualgrowthrateofhistoricaldata.ThesetwovolumesarethencomparedinTable8todetermineif2019projectedtrafficiswithinLink46.0servicecapacityasdefinedin2017AUIRdata.Table6:BackgroundTrafficVolume(BasedonCollierCounty2017AUIRData)LinkFromToPkHr,PkDirServiceVolumePKHr,PkDirVolume1/7TotalTripBank2019PKHr,PkDirBkgd.Vol.ImmokaleeRoadOilWellRoadSR29900390131521Table7:ProjectedGrowthRate(BasedonCollierCountyHistoricalAUIRData)LinkFromToPeakHour,PeakDirectionVolumeActualGrowthRateMin.GrowthRate¹2019PkHr,PkDirGrowthVol.201220132014201520162017ImmokaleeRoadOilWellRdSR292452502803203703909.51%2.0%4681Thegrowthrateisbasedonthegreaterof2.0%orActualCalculatedGrowthRate,asrequiredbyCollierCounty'sTISGuidelines.
7Table8:PMPeakHour,PeakDirectionLOSLinkAnalysisLinkFromToPeakHour,PeakDirectionTrafficServiceCapacity*WithinCapacity?2019Bkgd.Vol.2019GrowthVol.ProjectTraffic2019Volume(Bkgd.+Project)ImmokaleeRoadOilWellRdSR295214681522900Yes*NocapacityimprovementsareshownintheCounty’s5ͲyearCIEforConcurrencylink46.0.BasedontheLevelofServicelinkanalysis,thisprojectdoesnotcreateanysignificantoradverseimpactstotheroadwaynetworkduringtheprojected2019PMpeakhour,peakdirectiontrafficvolume.Therefore,noadditionalconcurrencyanalysisisrequired.OperationalandTurnLaneAnalysisTurnlanerequirementsarestrictlyforcollectororarterialroadways.BecausethisprojectisproposedwithinaresidentialcommunityviaconnectiontoalocaltwoͲlaneroadway,theoperationalandturnlaneanalyseswillonlybeperformedonImmokaleeRoadatthefollowingintersections:xImmokaleeRoadatEastDelawareAveIntersectiono4ͲlanedividedroadwayoOpenmedian;notrafficsignaloExisting75’southboundleftͲturnlanewith70’taper,noqueuelengtho35mphxImmokaleeRoadatEastEustisAveIntersectiono4ͲlanedividedroadwayoOpenmedian;notrafficsignaloExisting75’southboundleftͲturnlanewith70’taper,noqueuelengtho35mphThesametripreductionanddistributionmethodologyfortheweekdaypeakhourtripsisappliedfortheSundaytripsandwillbedistributedaccordingtoTable9,below,andFigure3onthefollowingpage.
8Table9:SundayTripDistributionSplitforOperationalAnalysisTotalTripsAdjacentNeighborhoodEastofImmokaleeRoad(40%)AdjacentNeighborhoodWestofImmokaleeRoad(30%)ImmokaleeRoadNorthofSite(20%)ImmokaleeRoadSouthofSite(10%)SundayEntering692821SB–14NB–7Exiting692821NB–14SB–7Note:NB/SBrepresentsnorthboundandsouthbounddirections.Figure3:SundayDistributionSplit,Enter/ExitSITESundayTrips20%=14/14SundayTrips10%=7/7N
9LeftTurnLaneAspreviouslymentioned,thetwoexistingintersectionsfeaturemedianopeningswitha145Ͳfootleft(southbound)turnlanes.AccordingtoFDOTturnͲlaneconstructionstandards(Indexnumber301),thislengthofturnlaneandtaperissufficientforthesurroundingareaandregulatedspeed.RightTurnLaneAccordingtotheCollierCountyROWHandbook,SectionIII.A.1.b.(2)formultiͲlanedividedroadways“rightturnlanesshallalwaysbeprovidedforexistingmultiͲlanedividedroadways…”.Therefore,arightturnlanewouldberequiredatbothintersectionsmentionedpreviously.Sincethistrafficimpactanalysiswaspreparedforaconditionaluserezoneapplicationonly,offsiteturnlaneimprovementswillbereevaluatedanddiscussedfurtherwithCollierCountyTransportationstaffatthetimeofSiteDevelopmentPlanpermitting.
AppendixAProjectSitePlan
14365 Radio Road, Suite 201Naples, Florida 34104P: 239.434.6060 F: 239.434.6084Company Cert. of Authorization No. 00009496IGELESIAPENTECOSTAL PENIELCHURCH IMMOKALEE504 DOAK AVENUEIMMOKALEE, FL 34142IGLESIA PENTECOSTES PENIELCONDITIONAL USE1DESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NO.:F.E.H.F.E.H.F.E.H.17-0057SHEET NO:OFSHEET TITLE:PROJECT:DATE:REV.DESCRIPTIONREVISIONSCLIENT:PRELIMINARY - NOT FOR CONSTRUCTIONCONCEPTUAL SITE PLANNCURRENT ZONING:RMF-6PROPOSED ZONING: RMF-6 / CONDITIONAL USE (CU)CURRENT LAND USE: UNDEVELOPEDFUTURE LAND USE: URBAN RESIDENTIAL SUBDISTRICTPLANNING NOTES:WATER MANAGEMENTPERIMETER BUFFERS• •• •• • •• • •••••••••••• •• •• • •• • •••••••••••• •• •• • •• • •••••••••••BUILDING FOOTPRINT AREA• •• •• • •• • •••••••••••LAND USE SUMMARYACRES••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••PAVEMENT/SIDEWALKS/DRIVEWAYSMISC. OPEN SPACE• •• •• • •• • •••••••••••TOTAL SITE AREA• •• •• • •• • •••••••••••100%CHURCH••••••••••••••••••* PER THE FLUCCS PREPARED AS PART OF THIS APPLICATION, NONATIVE PRESERVATION IS REQUIRED.GENERAL NOTES:
AppendixBMethodologyMeetingNotes
CivilEngineering•Planning•Permitting
4365RadioRoadͼSuite201ͼNaples,FL34104ͼP:(239)434.6060ͼF:(239)434Ͳ6084
www.davidsonengineering.com
1990MainStreetͼSuite750ͼSarasota,FL34236ͼP:(941)309Ͳ5180
MethodologyNotes
IglesiaPentecostesPenielImmokalee
PREPAREDFOR:
IglesiaPentecostesPenielImmokalee
504DoakAvenue
Immokalee,Florida34142
PREPAREDBY:
DavidsonEngineering,Inc.
4365RadioRoad,Suite201
Naples,Florida34104
September25,2017
MethodologyFee=$500
SmallScaleTIS=$0
1
APPENDIXA
INITIALMEETINGCHECKLIST
Suggestion:UsethisAppendixasaworksheettoensurethatnoimportantelementsare
overlooked.Crossouttheitemsthatdonotapply.
Date:9/25/17
Location:Viaemail
PeopleAttending:
Name,Organization,andTelephoneNumbers
1)MichaelSawyer;CCTransportationPlanning239Ͳ252Ͳ2926michaelsawyer@colliergov.net
2)KrystleWeems,Engineer,DavidsonEng.239Ͳ434Ͳ6060krystle@davidsonengineering.com
StudyPreparer:
Preparer’sNameandTitle:KrystleWeems,Engineer
Organization:DavidsonEngineering,Inc
Address&TelephoneNumber:4365RadioRoad,Suite201,Naples,Florida34104
Reviewer(s):
Reviewer’sName&Title:MichaelSawyer;CCTransportationPlanning
Applicant:
Applicant’sName:IglesiaPentecostesPenielImmokalee
Address:504DoakAve.,Immokalee,FL34142
PL#:PL20170002302
ProposedDevelopment:
Name:IglesiaPentecostesPenielImmokalee
Location:316SchoolDrive,Immokalee(Seelocationmapnextpage)
LandUseType:Church/Religiousfacility
ITECode#:560ͲChurch
Proposednumberofdevelopmentunits:300seatsand/or9,400sf
Description:Proposed1Ͳstory,±9,400sfbuildingwith300seatstobebuiltwithin5yearsoftheCU
application.
Zoning
Existing:RMFͲ6
Comprehensiveplanrecommendation:Nochange
Requested:Rezone–ConditionalUse(CU)
2
Figure1:LocationMap
FindingsofPreliminaryStudy:
Description:Thesiteiswithinaresidentiallyzoned(RMFͲ6)neighborhoodandisproposingone
typicalaccesspointfromEastDelawareAvenue(localtwoͲlaneroadway).Asdiscussedwiththe
developers/ownersandtheCountyduringtheCUpreͲapplicationmeeting,manyofparishioners
livewithinthesurroundingneighborhoodoftheproposedchurchandarewithinwalking/cycling
distance.WalkingandcyclingarecommonmeansoftransportationwithintheImmokalee
community.Duetotheuniquelocationandcommontransportationmeans,theprojectis
requestingpermissiontoapplya25%reductioninproposedvehicletripspriortodistributing
amongstthelocalroads.Thisisalsothemethodologybehindthesimultaneouslyrequested
AdministrativeParkingReduction(APR).Lastly,itisestimatedthataftertheproposedtripshave
beendistributedamongstthelocalroads,approximately30%willenduponCR846(Immokalee
Road).SeeFigure2onpage4fortripdistribution.
Theestimatedprojecttrafficvolumeislessthan50AMandPMtwoͲwaypeakhourtrips;therefore,
thisstudyisconsideredsmallscaleͲnosignificantoperationalorroadwayimpactsorworkwithin
thecountyrightͲofͲway.
TheTISwillincludeAMͲPMpeakhourtripgeneration,trafficdistributionandassignments,
significancetest,androadwaylinkanalysis.
StudyType:
SITE
N
3
SmallScaleTISMinorTISMajorTIS
StudyArea:
Boundaries:ImmokaleeRoad(CR846)Link46.0ͲOilWellRoadtoSR29
Additionalintersectionstobeanalyzed:N/A
BuildOutYear:2019
PlanningHorizonYear:2019
HorizonYearRoadwayImprovements:Unknown
AnalysisTimePeriod(s):ConcurrencyͲPMpeakhourofadjacentstreettrafficbasedonsquare
footage;OperationalͲSundaypeakhourofgeneratorconservativelybasedonnumberofseats
FutureoffͲsitedevelopments:N/A
ReductionsinTripGenerationRates:
PassͲbytrips:None
Internaltoresidentialneighborhoodtrips:25%reduction
Transmituse:None
Methodology&Assumptions:
NonͲsitetrafficestimates:CollierCountytrafficcountsand2016AUIR
SiteͲtripgeneration:Weekdayofadjacentstreetpers.f.=86trips;AM=5trips(3/2);PM=8trips
(4/4);Sundaypeakhourofgeneratorperseats=183trips
Tripdistributionmethod:Engineer’sEmpiricalEstimate.RefertoFigure2,onpage4.Aspreviously
discussed,mostofthecongregationresideswithintheproposedproject’sneighborhoodtherefore,
thetrafficdistributionisassumedas70%throughoutlocaladjacentroadsandonly30%on
ImmokaleeRoad.
Trafficassignmentmethod:Projecttripgenerationwithbackgroundgrowth
Trafficgrowthrate:Historicalgrowthrateor2%minimum;whicheverisgreater
Turningmovementassignment:Engineer’sEmpiricalEstimatebasedonsiteaccessand
neighborhooddensity.
SpecialFeatures:(frompreliminarystudyorpriorexperience)
Accidentslocations:N/A
Sightdistance:30mph=200ft(FLGreenbook)
Queuing:N/A
Accesslocation&configuration:N/A
Trafficcontrol:MUTCDandLawEnforcementtodirecttrafficforservices/specialevents.
Signalsystemlocation&progressionneeds:N/A
OnͲsiteparkingneeds:PerCollierCountyLDCandsimultaneousAPRapplication.
Basemaps:N/A
Priorstudyreports:N/A
Accesspolicyandjurisdiction:CollierCountyROWHandbook
Reviewprocess:CollierCountyCUapplication
4
Figure2:TripDistributionbyPercentage
SITE
N
20%
10%
30%
40%
14365 Radio Road, Suite 201Naples, Florida 34104P: 239.434.6060 F: 239.434.6084Company Cert. of Authorization No. 00009496IGELESIAPENTECOSTAL PENIELCHURCH IMMOKALEE504 DOAK AVENUEIMMOKALEE, FL 34142IGLESIA PENTECOSTES PENIELCONDITIONAL USE1DESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NO.:F.E.H.F.E.H.F.E.H.17-0057SHEET NO:OFSHEET TITLE:PROJECT:DATE:REV.DESCRIPTIONREVISIONSCLIENT:PRELIMINARY - NOT FOR CONSTRUCTIONCONCEPTUAL SITE PLANNCURRENT ZONING:RMF-6PROPOSED ZONING: RMF-6 / CONDITIONAL USE (CU)CURRENT LAND USE: UNDEVELOPEDFUTURE LAND USE: URBAN RESIDENTIAL SUBDISTRICTPLANNING NOTES:WATER MANAGEMENTPERIMETER BUFFERS• •• •• • •• • •••••••••••• •• •• • •• • •••••••••••• •• •• • •• • •••••••••••BUILDING FOOTPRINT AREA• •• •• • •• • •••••••••••LAND USE SUMMARYACRES••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••PAVEMENT/SIDEWALKS/DRIVEWAYSMISC. OPEN SPACE• •• •• • •• • •••••••••••TOTAL SITE AREA• •• •• • •• • •••••••••••100%CHURCH••••••••••••••••••* IN ACCORDANCE WITH LDC SECTION 3.05.07 B.2.a, NO NATIVEPRESERVATION IS REQUIRED.GENERAL NOTES:
4365 Radio Road · Suite 201 · Naples, FL 34104 · P: (239) 434.6060 · F: (239) 434-6084
1990 Main Street · Suite 750 · Sarasota, FL 34236 · P: (941) 309-5180
Civil Engineering • Planning • Permitting
www.davidsonengineering.com
February 14, 2018
Dear Property Owner,
Please be advised that Iglesia Pentecostes Peniel Immokalee, Inc. has filed a formal application to Collier
County, seeking approval of a Conditional Use [PL20170002302], for a ±1.9-acre property, located on the
north side of E. Delaware Avenue, approximately one quarter mile east of 1st Street S. in Immokalee, in
Section 3, Township 47 South, Range 29 East, Collier County, Florida. The intent of the Conditional Use
application is to allow a church within the Residential Multi-Family-6 (RMF-6) zoning district.
In compliance with the Land Development Code requirements, we are holding a Neighborhood Information
Meeting to provide you an opportunity to become fully aware of the request. The meeting will begin at
5:30 p.m. on Monday, March 5, 2018 at the Collier County Public Library - Immokalee Branch, located at
417 N. First St., Immokalee, FL 34142.
Please contact me at (239) 434-6060 ext. 2961, or via e-mail at fred@davidsonengineering.com, if you have
any questions regarding the meeting or the proposed project.
If you have questions or I may be of further assistance, please feel free to contact me.
Sincerely,
Frederick E. Hood, AICP
Senior Planner
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NEIGHBORHOOD INFORMATION MEETING
Please be advised that Iglesia Pentecostes Peniel Immokalee, Inc. has filed a formal application to
Collier County, seeking approval of a Conditional Use [PL20170002302], for a ±1.90-acre property,
located on the north side of E. Delaware Avenue, approximately one quarter mile east of 1st Street
S. in Immokalee, in Section 3, Township 47 South, Range 29 East, Collier County, Florida. The
intent of the Conditional Use application is to allow a church within the Residential Multi-Family-6
(RMF-6) zoning district.
WE VALUE YOUR INPUT
The public is invited to attend a neighborhood information meeting, held by Davidson Engineering,
Inc., representing Iglesia Pentecostes Peniel Immokalee, Inc. on Monday, March 5, 2018. The
meeting will begin at 5:30 p.m., at the Collier County Public Library - Immokalee Branch, located at
417 N. First St., Immokalee, FL 34142.
If you are unable to attend this meeting but have questions or comments, they can be directed by
mail, phone or e-mail to the individuals listed below:
Frederick E. Hood, AICP
Davidson Engineering, Inc.
4365 Radio Road, Suite 201
Naples, FL 34104
Phone: 239.434.6060
Email: Fred@davidsonengineering.com
C. James Sabo, AICP, Principal Planner
Collier County Growth Management
2800 N. Horseshoe Drive
Naples, FL 34104
Phone: 239.252.2708
Email: James.Sabo@colliercountyfl.gov
February 16, 2018 ND-1925804
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PROJECT
LOCATION
Published Daily
Naples, FL 34110
Affidavit of Publication
State of Florida
Counties of Collier and Lee
Before the undersigned they serve as the authority, personally appeared Natalie Zollar who on oath says that she
serves as Inside Sales Manager of the Naples Daily News, a daily newspaper published at Naples, in Collier County,
Florida; distributed in Collier and Lee counties of Florida; that the attached copy of the advertising was published in
said newspaper on dates listed. Affiant further says that the said Naples Daily News is a newspaper published at Na-
ples, in said Collier County, Florida, and that the said newspaper has heretofore been continuously published in said
Collier County, Florida; distributed in Collier and Lee counties of Florida, each day and has been entered as second
class mail matter at the post office in Naples, in said Collier County, Florida, for a period of one year next preceding
the first publication of the attached copy of advertisement; and affiant further says that he has neither paid nor
promised any person, or corporation any discount, rebate, commission or refund for the purpose of securing this
advertisement for publication in the said newspaper.
___________________________________________________________
Customer Ad Number Copyline P.O.#_____________________________________________________________________________________
DAVIDSON ENGINEERING, INC 1925804 PL20170002302
Pub Dates
February 16, 2018
_______________________________________
;^ŝŐŶĂƚƵƌĞŽĨĂĸĂŶƚͿ
Sworn to and subscribed before me
This February 16, 2018
_______________________________________
;^ŝŐŶĂƚƵƌĞŽĨĂĸĂŶƚͿ
ADOLPHE, DANIEL & CLAUDINE
309 ROSE AVE
IMMOKALEE, FL 34142---4143
ANZUALDA JR, FEDERICO
LUCIA ANZUALDA
310 ROSE AVE
IMMOKALEE, FL 34142---4143
ANZUALDA, ELOY & MARIA H
312 ROSE AVE
IMMOKALEE, FL 34142---4143
ANZUALDA, LUCIA
308 ROSE AVE
IMMOKALEE, FL 34142---4143
ANZUALDA, MARIA H
MARIA A RODRIGUEZ
312 ROSE AVE
IMMOKALEE, FL 34142---4143
ARMSTRONG EST, ETHEL
201 BOONE ST APT 207E
PENSACOLA, FL 32505---2570
ARMSTRONG, SALLY
408 11TH ST SE
IMMOKALEE, FL 34142---4168
AVALOS, ANNA ROSA ANZUALDA
1003 S 1ST ST
IMMOKALEE, FL 34142---4325
AVALOS, MICHELLE
313 ROSE AVE
IMMOKALEE, FL 34142---4143
BENITEZ, LUCAS
VERONICA RAMIREZ NICOLAS
PO BOX 1410
IMMOKALEE, FL 34143---0000
BLOCKER, RICHARD & JEWEL M
1435 CASE RD
LABELLE, FL 33935---2514
BOOM, DEMORRIS D
405 JONES ST
PO BOX 1645
IMMOKALEE, FL 34142---4121
BURRELL, ELMER
PEARLIE MAE BAILEY
404 11TH ST SE
IMMOKALEE, FL 34142---4168
BYRD, GREGORY & LORETHA
407 E DELAWARE AVE
IMMOKALEE, FL 34142---4108
CANTU, MARY D
302 13TH ST SE
IMMOKALEE, FL 34142---4101
CASTRO, DELMA
3721 EAST GROVE STREET
TAMPA, FL 33610---0000
CASTRO, RAMON & ROSA
ERCILIA ANZUALOA
318 PRICE ST
IMMOKALEE, FL 34142---4142
CASTRO, ROSA A
ELOY ANZUALDA
318 PRICE ST
IMMOKALEE, FL 34142---4142
COLLIER CNTY
C/O REAL PROPERTY MANAGEMENT
3335 TAMIAMI TR E, STE 101
NAPLES, FL 34112---0000
COLLIER CNTY HOUSING AUTHORITY
1800 FARM WORKER WAY
IMMOKALEE, FL 34142---5544
COLLIER COUNTY
% BOARD OF CNTY COMMISSIONERS
3301 TAMIAMI TRL E
NAPLES, FL 34112---0000
CONTRERAS, ADAN J & NORMA M
912 INDIAN RIVER ST
IMMOKALEE, FL 34142---3015
D P R & ASSOCIATES LLC
4600 HORCE LINE
FT MYERS, FL 33905---0000
DAVIS, GERALDINE
2004 SW 87TH AVE
NORTH LAUDERDALE, FL 33068---4746
DESROSIERS, SYLVENIE
PO BOX 1318
IMMOKALEE, FL 34143---1318
EDISON, GLENDELL
EVA MAE EDISON
406 SCHOOL DR
IMMOKALEE, FL 34142---4128
EDISON, PEARLIE MAE
408 SCHOOL DR
IMMOKALEE, FL 34142---4128
FRANCOIS, JOSEPH FERIO
136 NAPA RIDGE WAY
NAPLES, FL 34119---4633
FRANKLIN, HELEN
405 E DELAWARE AVE
IMMOKALEE, FL 34142---0000
FREEMAN & FREEMAN INC
PO BOX 664
324 S 2ND ST
IMMOKALEE, FL 34142---4067
GALAN, ERNESTO & ERNESTINA
PO BOX 722
IMMOKALEE, FL 34143---0722
GONZALEZ, EDITH LIZ
PO BOX 1633
IMMOKALEE, FL 34143---1633
HENDERSON, VERN
410 11TH ST SE
IMMOKALEE, FL 34142---4168
HERNANDEZ, ADRIAN J & ERLINDA
PO BOX 2086
IMMOKALEE, FL 34143---2086
HERRERA, DANIEL
GLENDA GONZALES
307 CALLE AMISTAD
IMMOKALEE, FL 34142---3220
IGLESIA PENTECOSTES PENIEL
IMMOKALEE INC
504 DOAK AVENUE
IMMOKALEE, FL 34142---0000
INNOVATION CONSTRUCTION &
DEVELOPMENT LLC
136 NAPA RIDGE WAY
NAPLES, FL 34119---4633
INOIS, JULIEN FRANCOIS
PO BOX 501
IMMOKALEE, FL 34143---0000
JAMES, JULIE
8231 WILSHIRE LAKES BLVD
NAPLES, FL 34109---0799
JIMENEZ, LUIS
ANTONIO FRANCO
307 13TH ST SE
IMMOKALEE, FL 34142---4102
LEE-THOMAS, BARBARA
1308 LARSEN LN
TAMPA, FL 33619---4808
LORMIL, YOLETTE
PO BOX 3142
IMMOKALEE, FL 34143---3142
LOUISSAINT, ANTONIO
PO BOX 501
IMMOKALEE, FL 34142---0000
MARTINEZ, DANIEL A
406 13TH STREET SE
IMMOKALEE, FL 34142---0000
MC CREA, ELLA MAE
PO BOX 1096
IMMOKALEE, FL 34143---1096
MEDINA, TERESA
1380 LINCOLN COURT
IMMOKALEE, FL 34142---2785
MILLER, GERALDINE
PO BOX 941
IMMOKALEE, FL 34143---0941
MURRELL, RICARDO
415 SCHOOL DR
IMMOKALEE, FL 34142---4127
MYRICK EST, NATHANIEL
1002 FRED AVE N
LEHIGH ACRES, FL 33971---4918
NEGRETE, SYLVIA
421 13TH ST SE
IMMOKALEE, FL 34142---0000
ORONA EST, FLORINDA B
304 13TH ST SE
IMMOKALEE, FL 34142---4101
PARTLOW, MIRIAM E
RICARDO MURRELL
415 SCHOOL DR
IMMOKALEE, FL 34142---4127
PENINSULA IMPROVEMENT CORP
2600 GOLDEN GATE PKWY STE 200
NAPLES, FL 34105---3227
PEREZ, CARLOS F & PAULA
306 ROSE AVE
IMMOKALEE, FL 34142---4143
PETE'S TRAILER PARK INC
1300 N 15TH ST STE 1
IMMOKALEE, FL 34142---2811
PIERRE, ANNE ETIENNE
PO BOX 2322
IMMOKALEE, FL 34143---2322
PINA, DORA B
305 13TH ST SE
IMMOKALEE, FL 34142---4102
PREISNOR, MICHEL
POLONE COLIN
416 SCHOOL DR
IMMOKALEE, FL 34142---4128
PRESTON, VIOLA
406 11TH ST SE
IMMOKALEE, FL 34142---4168
RAMIREZ, TERESA CRUZ
213 N 6TH ST
IMMOKALEE, FL 34142---0000
RODRIGUEZ, MARIA A
312 ROSE AVE
IMMOKALEE, FL 34142---0000
RODRIGUEZ, MARIA A
ANNA ROSA ANZUAKLA
312 ROSE AVE
IMMOKALEE, FL 34142---4143
RUBIO EST, PHILLIPA A
RUBIO, PABLO
RAMON CASTRO
313 PRICE ST UNIT A
IMMOKALEE, FL 34142---4158
SALINAS, SELINA
VERONICA RODRIGUEZ
406 13TH ST SE
IMMOKALEE, FL 34142---0000
SAUNDERS, PEARLINE
603 E DELAWARE AVE
IMMOKALEE, FL 34142---4112
SENEUS, ROBENSON
PO BOX 1494
IMMOKALEE, FL 34143---1494
SITBACK INC
16541 HERON COACH WAY APT 506
FORT MYERS, FL 33908---5519
ST CYR, THERESE
305 ROSE AVE
IMMOKALEE, FL 34142---4143
TELUSNOR, MARTHA
PO BOX 1677
IMMOKALEE, FL 34143---0000
TREVINO, SAN JANIE
1824 LINCOLN AVE
IMMOKALEE, FL 34142---2162
TURRUBIARTEZ, ARTURO & MARIA G
309 13TH ST SE
IMMOKALEE, FL 34142---4102
VAZQUEZ, MARCO A
SULEMA GAURO
602 JEFFERSON AVE W
IMMOKALEE, FL 34142---0000
VERNET, EMMANUEL
PO BOX 984
IMMOKALEE, FL 34143---0984
VICTORY IN JESUS CHRIST
TABERNACLE INC
18 JOHNS AVE
LEHIGH ACRES, FL 33936---2132
WHEELER, DUANE
ROBERT WHEELER
PO BOX 5222
IMMOKALEE, FL 34143---5222
WILLIAMS JR, CHARLIE JAMES
301 ROSE AVE
IMMOKALEE, FL 34142---4143
WILLIAMS, JACKIE & BRENDA L
611 LAKESHORE DR
IMMOKALEE, FL 34142---2305
Immokalee Civic Association
502 E. New Market Rd
Immokalee, FL 34142
1
PPenecostes Peniel
Neighborhood Information Meeting
x Introduction:
o Good evening. My name is Oliver Sendall and this is Jessica
Harrelson, and we are with Davidson Engineerin. We are the land
development consultants representing the applicant, Iglesia
Pentecostes Peniel Immokalee, Inc.
o Here with us tonight is Fred Hood, the Senior Planner - also with
Davidson Engineering.
o James Sabo, with the Collier County, is also in attendance tonight.
He is the reviewing planner for Collier County Growth Management.
o Per the Collier County Land Development Code, tonight’s meeting
will be recorded. At the end of my presentation I will be happy to
answer any questions you may have regarding the proposed
development.
x Size and Location:
o The subject site is located approximately 80 feet to the east of School
Drive in the northeast quadrant of the intersection of School Drive
and East Delaware Ave., in Section 3, Township 47 South, Range 29
East (Immokalee).
o The subject site is ±1.9 acres.
2
x Details of the Application:
o The applicant is seeking a Conditional Use for the site, which is
located within the Residential Multi-Family-6 (RMF-6) Zoning District.
The Conditional Use will permit for a church, religious facility, or
place of worship.
o The LDC currently provides for the following permitted uses in the
RMF-6 District:
o Single-family homes, duplexes, multi-family dwellings, family care
facilities and educational plants.
o The proposed church will be designed to accommodate up to 300-
seats.
o The means of ingress and egress to the property are currently
proposed along Delaware Avenue East.
o Currently, the majority of traffic/trips are proposed during worship
services on Tuesday and Saturday evenings at 7:30p.m. and again on
Sunday afternoons at 4:00p.m.
o Landscape buffers and water management areas adjacent to existing
residential land uses/zoning will be utilized to reduce any potential
for noise or glare.
x Conditional Use Process
o The Conditional Use has received approval from County Staff and is
now ready to be scheduled for public hearings.
o A total of two (2) public hearings will be held, with the first being
with the Hearing Examiner and the second and final hearing with the
Board of County Commissioners.
o The County will notify you, as the surrounding interested parties, of
these hearings.
o That ends my brief presentation and I will now answer any questions
you may have.
Civil Engineering • Planning • Permitting
4365 Radio Road · Suite 201 · Naples, FL 34104 · P: (239) 434.6060 · F: (239) 434-6084
www.davidsonengineering.com
1990 Main Street · Suite 750 · Sarasota, FL 34236 · P: (941) 309-5180
November 2, 2017
Collier County Development Services
Attn: Client Services
2800 N Horseshoe Drive
Naples, FL 34104
Re: Iglesia Pentecostes Peniel Immokalee
Conditional Use – PL20170002302
1st Review
To Whom It May Concern,
The intent of this Conditional Use request is to allow the applicant to entitle and construct a church, religious
facility, or place of worship, as provided for in the Conditional Use provisions within the Residential Multi-Family-
6 (RMF-6) Zoning District and Urban Residential Subdistrict Future Land Use Designation. The subject property
consists of ± 1.9 acres located at the northeast corner of the intersection of School Drive and Delaware Avenue
East.
We have included the following items for review and approval:
1. Conditional Use Application
2. Legal Description, as Attachment A
3. Project Narrative & Evaluation Criteria, as Attachment B
4. Zoning Conditions of Approval
5. Submittal Checklist
6. Fee Calculation Sheet, signed
7. Cover Letter
8. Pre-Application Notes
9. Affidavit of Authorization
10. Addressing Checklist
11. Warranty Deed
12. Boundary Survey
13. Conceptual Site Plan
14. Current Aerial
15. Statement of Utility Provisions
16. Level of Service
17. Utility Availability Letter
18. Traffic Impact Statement
Sincerely,
Frederick E. Hood, AICP
Senior Planner
4365 Radio Road · Suite 201 · Naples, FL 34104 · P: (239) 434.6060 · F: (239) 434-6084
1990 Main Street · Suite 750 · Sarasota, FL 34236 · P: (941) 309-5180
Civil Engineering • Planning • Permitting
www.davidsonengineering.com
December 22, 2017
Collier County Client Services
2800 N Horseshoe Drive
Naples, FL 34104
Re: Iglesia Pentecostes Peniel Immokalee
CU – PL20170002302
2nd Review
To Whom It May Concern,
We have enclosed the following items for your review and approval:
1. Response Letter
2. Updated Conceptual Site Plan
3. Current Aerial with FLUCCS Overlay
4. Updated Traffic Impact Statement
5. Disclosure of Interest
6. Historical/Archaeological Waiver Request
We offer the following responses to comments issued December 7, 2017:
Engineering Stormwater Review, Richard Orth
1. Please clarify with language on the Conceptual Site Plan that states no landscape plantings will
occur anywhere within the water management areas.
Response: LDC Sections 4.06.02 D, 4.06.05 D and 4.06.05 N specify what plant materials are
required for water management areas within required yards and buffers. No additional notes
are required or needed for this conditional use application as it would be redundant to cite
governing LDC provisions.
Environmental Review, Craig Brown
1. Submit a current aerial photograph and clearly delineate the subject site boundary lines. Provide
FLUCFCS overlay and vegetation inventory identifying upland, wetland and exotic vegetation
(Admin. Code Ch. 3 G.1. Application Contents #24).
Response: Please find the aerial FLUCCS exhibit attached to this submittal.
2. Please indicate with a note on the Master Plan no preserve is required.
Response: Acknowledged. Please see the revised Conceptual Site Plan.
Historical Review, Fred Reischl
1. Indicate that the project is not within the Probability Area or Historical Structure, or submit a
Phase I Cultural Resource Assessment and schedule a public hearing before the HAPB.
Response: Please see the attached Historical/Archaeological Waiver request, included with this
submittal.
Zoning Review, James Sabo
1. Traffic Impact Study, See Chapter 7, Insufficient, initial paragraph of TIS has incorrect property
size and area of the proposed project site.
Response: Acknowledged. Please see the revised TIS. The size and area of the proposed project
site have been made consistent with the remainder of the application materials.
2. Section 4.05.02 Design Standards, Parking Matrix required, Insufficient, an administrative parking
reduction has been requested in concert with the Conditional Use request. A parking matrix must
be provided for review.
Response: Section 4.05.02 identifies the parking requirements for each use(s) within Collier
County, and there is a companion APR request in concert with the CU application. However,
provision of a parking matrix is not a requirement for conditional use concept plans. The
proposed seats identified in the APR and the justifications therein, along with the number of
spaces proposed in that APR application, supply enough for that separate application to move
forward independently of this Conditional Use Application.
Should staff require a parking matrix for the APR application, the agent may provide a
conceptual parking matrix and design for additional review independent of this application.
3. Section 4.02 Open Space Required, Open Space Provided, Insufficient, information and
calculations for the open space requirements and the open space provided as part of the project
must be included and detailed.
Response: Per LDC Section 4.02.01 B.2, the provision or calculation of open space is not required
for properties less than 5 acres in size. The subject property is 1.90 acres and therefore, the
request is unnecessary.
County Attorney Review, Scott Stone
1. Please provide a list of all shareholders or those with an equitable interest in the owner company.
Response: Please see the attached Disclosure of Interest that outlines each registered officer of
the Florida Not for Profit Corporation.
2. Your application included a zoning condition of approval (re traffic control). Is that something staff
has asked you to add?
Response: The condition of approval submitted was not requested by Staff, but it has been our
experience that this is a typical condition of approval requested for Churches. If this is not
needed, it will not be included in the recorded Resolution.
3. See markups on proposed conceptual site plan, to be provided by planner in separate e-mail.
Response: Acknowledged. Please see the revised Conceptual Site Plan.
Informational Comments:
1. A 5' wide 10:1 area will need to be provided where the water management areas overlap with the
landscape buffer.
Response: Acknowledged. This will be taken into consideration during time of site design and
SDP.
2. Site is required to be in compliance with the intent of LDC 3.08.00(A)(4)(i)(ii). Any required clean
up will be accomplished prior to constructions commencement. Documentation of clean up
completion from FDEP to be provided at pre-construction meeting.
Response: Acknowledged.
3. Soil and/or ground water sampling shall be required at the time of first development order
submittal for sites that occupy farm fields (crop fields, cattle dipping ponds, chemical mixing
areas), golf courses, landfill or junkyards or for sites where hazardous products exceeding 250
gallons of liquid or 1,000 pounds of solids were stored or processed or where hazardous wastes
in excess of 220 pounds per month or 110 gallons at any point in time were generated or stored.
Response: Acknowledged.
Should you have any questions, please feel free to contact me at 239.434.6060, or by email at
fred@davidsonengineering.com.
Sincerely,
Frederick E. Hood, AICP
Senior Planner
4365 Radio Road · Suite 201 · Naples, FL 34104 · P: (239) 434.6060 · F: (239) 434-6084
1990 Main Street · Suite 750 · Sarasota, FL 34236 · P: (941) 309-5180
Civil Engineering • Planning • Permitting
www.davidsonengineering.com
January 29, 2018
Collier County Client Services
2800 N Horseshoe Drive
Naples, FL 34104
Re: Iglesia Pentecostes Peniel Immokalee
CU – PL20170002302
3rd Review
To Whom It May Concern,
We have enclosed the following items for your review and approval:
1. Response Letter
2. Updated Conceptual Site Plan
We offer the following responses to comments issued January 25, 2018:
Historical Review, Fred Reischl
1. Indicate that the project is not within the Probability Area or Historical Structure or submit a Phase I
Cultural Resource Assessment and schedule a public hearing before the HAPB.
Response: The Historical Waiver request was approved by the HAPB on January 17, 2018.
County Attorney Review, Scott Stone
1. See markups on proposed conceptual site plan, to be provided by planner in separate e-mail.
Response: Per the mark-ups received and coordination with the Environmental Reviewer and
County Attorney, the Conceptual Site Plan has been updated.
Informational Comments:
1. A 5' wide 10:1 area will need to be provided where the water management areas overlap with the
landscape buffer.
Response: Acknowledged. This will be taken into consideration during time of site design and
SDP.
2. Site is required to be in compliance with the intent of LDC 3.08.00(A)(4)(i)(ii). Any required cleanup
will be accomplished prior to constructions commencement. Documentation of clean up
completion from FDEP to be provided at pre-construction meeting.
Response: Acknowledged.
3. Soil and/or ground water sampling shall be required at the time of first development order
submittal for sites that occupy farm fields (crop fields, cattle dipping ponds, chemical mixing
areas), golf courses, landfill or junkyards or for sites where hazardous products exceeding 250
gallons of liquid or 1,000 pounds of solids were stored or processed or where hazardous wastes
in excess of 220 pounds per month or 110 gallons at any point in time were generated or stored.
Response: Acknowledged.
Should you have any questions, please feel free to contact me at 239.434.6060, or by email at
fred@davidsonengineering.com.
Sincerely,
Frederick E. Hood, AICP
Senior Planner
S13 T48 R25
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From:sjackson@boonetimebay.com
To:VelascoJessica
Cc:SaboJames;SmithCamden;RodriguezWanda;NeetVirginia;StoneScott
Subject:RE: Ad Approval for your review for VA-PL200160002427 FPL
Date:Tuesday, May 1, 2018 3:23:45 PM
Attachments:image001.jpg
Jessica thanks again and the ad attached to the email below looks fine and is approved also.
Scott Jackson
Boonetime Bay, LLC
Nashville, Tennessee
Mobile - 615-714-4478
Fax - 615-915-1351
sjackson@boonetimebay.com
www.boonetimebay.com
https://vimeo.com/26802951
"Shine down forever benevolent sun. Shine down upon the broken, shine on until the two become one "
CONFIDENTIALITY & PROPRIETARY NOTE: The information contained in this email is privileged and confidential
information intended only for the use of the individual or entity named above and may also be a work product of
the sender. Any use of any information contained in or attached to this email for commercial profit, other than by a
client under contract with sender, without sender’s express permission is prohibited by applicable law. If the reader
of this email is not the intended recipient, you are hereby notified that any use, dissemination, distribution or
copying of this communication is strictly prohibited under applicable law. If you have received this email in error, do
not read it. Please immediately reply to the sender that you have received this email in error and then delete it.
Thank you.
From: VelascoJessica <Jessica.Velasco@colliercountyfl.gov>
Sent: Tuesday, May 1, 2018 10:41 AM
To: sjackson@boonetimebay.com
Cc: SaboJames <James.Sabo@colliercountyfl.gov>; SmithCamden
<Camden.Smith@colliercountyfl.gov>; RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>;
NeetVirginia <Virginia.Neet@colliercountyfl.gov>; StoneScott <Scott.Stone@colliercountyfl.gov>
Subject: Ad Approval for your review for VA-PL200160002427 FPL
Good Morning Mr. Jackson,
Advertisement for: VA-PL200160002427 FPL for the 5/24 HEX.
The public notice ad for Naples Daily is attached for your approval. If you wish to revise any portion
of it (specifically the title), please respond with strike through and underline as to your proposed
revision, which we will forward to the County Attorney for a decision. If you approve the ad, please
reply approved.
If advertisement is approved after COB Today 5/1 , your item may be continued. We apologize for
the short notice, but appreciate your prompt response.
Respectfully,
Jessica Velasco
Operations Coordinator - Zoning Division
2800 North Horseshoe Drive, Naples, FL 34104
Phone: 239-252-2584
NOTE: New Email Address as of 12/09/2017:
Jessica.velasco@colliercountyfl.gov
Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning.
county logo
Exceeding Expectations
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released
in response to a public records request, do not send electronic mail to this entity. Instead, contact this
office by telephone or in writing.
From: Martha S. Vergara [mailto:Martha.Vergara@collierclerk.com]
Sent: Tuesday, May 01, 2018 11:24 AM
To: RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>; NeetVirginia
<Virginia.Neet@colliercountyfl.gov>; 'sabo.james@colliergov.net' <sabo.james@colliergov.net>;
VelascoJessica <Jessica.Velasco@colliercountyfl.gov>; SmithCamden
<Camden.Smith@colliercountyfl.gov>
Subject: VA-PL200160002427 FPL (HEX 5-24-18)
Hello All,
Attached is the ad proof for the referenced.
Please let me know of any changes needed.
Thanks,
Martha
Please visit us on the web at www.collierclerk.com
This electronic communication is confidential and may contain privileged information intended solely for the named
addressee(s). It may not be used or disclosed except for the purpose for which it has been sent. If you are not the intended
recipient, you must not copy, distribute or take any action induced by or in reliance on information contained in this
message.
Unless expressly stated, opinions in this message are those of the individual sender and not of the Office of the Clerk of the
Circuit Court of Collier County. If you have received this communication in error, please notify the Clerk's Office by emailing
helpdesk@collierclerk.com quoting the sender and delete the message and any attached documents. The Collier County
Clerk's Office accepts no liability or responsibility for any onward transmission or use of emails and attachments having left
the CollierClerk.com domain.
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
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Power Engineers - 137m9 tuscany reserve pole_85ft rad ctr_antennas_140ft-pole Page 1/1
Project Name : Tuscany Reserve Pole
Project Notes:
Project File : R:\PLS\PLS_CADD\Projects\131740\137M9_Tuscany Reserve Pole\Models\137m9 tuscany reserve pole_85ft rad ctr_antennas_140ft-pole.pol
Date run : 9:17:57 AM Monday, August 15, 2016
by : PLS-POLE Version 14.20
Licensed to : Power Engineers
Successfully performed nonlinear analysis
The model has 0 warnings.
Loads from file: r:\pls\pls_cadd\projects\131740\137m9_tuscany reserve pole\models\137m9 tuscany reserve pole_ft rad ctr_no antennas_no platform_140ft.lca
*** Analysis Results:
Maximum element usage is 77.22% for Concrete Pole "137M9" in load case "R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max"
Maximum insulator usage is 40.31% for Suspension "TS" in load case "R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max"
Summary of Joint Support Reactions For All Load Cases:
Load Case Joint Long. Tran. Vert. Shear Tran. Long. Bending Vert. Found.
Label Force Force Force Force Moment Moment Moment Moment Usage
(kips) (kips) (kips) (kips) (ft-k) (ft-k) (ft-k) (ft-k) %
-------------------------------------------------------------------------------------------------------------------------------
R.S.C.T.-NESC 250B LIGHT (wind towards 90),I Max 137M9:f 0.22 -14.26 -77.67 14.26 1027.23 15.17 1027.35 -0.23 0.00
R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 137M9:f 0.31 -39.84 -53.06 39.85 2957.68 21.08 2957.75 -0.07 0.00
R.S.C.T.-FPL EVERYDAY WIND (wind towards 90),I Max 137M9:f 0.04 -6.11 -52.31 6.11 451.50 2.90 451.51 -0.04 0.00
R.S.C.T.-NESC 250D (wind towards 90),I Max 137M9:f 0.03 -1.85 -52.26 1.85 141.70 1.76 141.71 -0.03 0.00
Summary of Tip Deflections For All Load Cases:
Note: positive tip load results in positive deflection
Load Case Joint Long. Tran. Vert. Resultant Long. Tran. Twist
Label Defl. Defl. Defl. Defl. Rot. Rot.
(in) (in) (in) (in) (deg) (deg) (deg)
------------------------------------------------------------------------------------------------------------
R.S.C.T.-NESC 250B LIGHT (wind towards 90),I Max 137M9:t -0.38 27.45 -0.42 27.46 -0.02 -1.84 0.00
R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 137M9:t -0.58 82.86 -3.33 82.93 -0.04 -5.73 0.00
R.S.C.T.-FPL EVERYDAY WIND (wind towards 90),I Max 137M9:t -0.03 4.48 -0.02 4.48 -0.00 -0.31 0.00
R.S.C.T.-NESC 250D (wind towards 90),I Max 137M9:t -0.04 4.00 -0.05 4.00 -0.00 -0.27 0.00
*** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress
Summary of Concrete Pole Usages:
Concrete Pole Maximum Load Case Segment Weight
Label Usage % Number (lbs)
--------------------------------------------------------------------------------------------
137M9 77.22 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 21 63040.4
Summary of Tubular Davit Usages:
Tubular Davit Maximum Load Case Segment Weight
Label Usage % Number (lbs)
-------------------------------------------------------------------------------------------
SW1 13.49 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 1 40.7
SW2 13.59 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 1 40.7
*** Maximum Stress Summary for Each Load Case
Summary of Maximum Usages by Load Case:
Load Case Maximum Element Element
Usage % Label Type
------------------------------------------------------------------------------------
R.S.C.T.-NESC 250B LIGHT (wind towards 90),I Max 26.53 137M9 Concrete Pole
R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 77.22 137M9 Concrete Pole
R.S.C.T.-FPL EVERYDAY WIND (wind towards 90),I Max 26.58 137M9 Concrete Pole
R.S.C.T.-NESC 250D (wind towards 90),I Max 3.74 137M9 Concrete Pole
Summary of Concrete Pole Usages by Load Case:
Load Case Maximum Concrete Pole Segment
Usage % Label Number
------------------------------------------------------------------------------------
R.S.C.T.-NESC 250B LIGHT (wind towards 90),I Max 26.53 137M9 21
R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 77.22 137M9 21
R.S.C.T.-FPL EVERYDAY WIND (wind towards 90),I Max 26.58 137M9 22
R.S.C.T.-NESC 250D (wind towards 90),I Max 3.74 137M9 21
Summary of Tubular Davit Usages by Load Case:
Load Case Maximum Tubular Davit Segment
Usage % Label Number
------------------------------------------------------------------------------------
R.S.C.T.-NESC 250B LIGHT (wind towards 90),I Max 8.39 SW2 1
R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 13.59 SW2 1
R.S.C.T.-FPL EVERYDAY WIND (wind towards 90),I Max 3.99 SW2 1
R.S.C.T.-NESC 250D (wind towards 90),I Max 2.73 SW2 1
Summary of Insulator Usages:
Insulator Insulator Maximum Load Case Weight
Label Type Usage %(lbs)
------------------------------------------------------------------------------------------
Rad Clamp 0.08 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 0.0
TS Suspension 40.31 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 5.0
BLS Suspension 39.81 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 5.0
BRS Suspension 39.27 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 5.0
SW1 Suspension 16.75 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 5.0
SW2 Suspension 16.46 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 5.0
TP Post 13.24 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 74.4
BPL Post 13.07 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 74.4
BPR Post 12.89 R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 74.4
*** Weight of structure (lbs):
Weight of Tubular Davit Arms: 81.4
Weight of Concrete Poles: 63040.4
Weight of Equipment: 4255.8
Weight of Suspensions: 25.0
Weight of Posts: 223.2
Total: 67625.8
*** End of Report
77.22% for Concrete Pole "137M9" "R.S.C.T.-146 MPH EXTREME WIND
R.S.C.T.-146 MPH EXTREME WIND (wind towards 90),I Max 137M9:f
R.S.C.T.-FPL EVERYDAY WIND (wind towards 90),I Max 137M9:f
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SOUTH FLORIDA WATER MANAGEMENT DISTRICT
District Headquarters: 3301 Gun Club Road, West Palm Beach, Florida 33406 (561) 686-8800 www.sfwmd.gov
Okeechobee Service Center: 3800 N.W. 16th Blvd., Suite A, Okeechobee, FL 34972 (863) 462-5260
Lower West Coast Service Center: 2301 McGregor Boulevard, , Fort Myers, FL 33901 (239) 338-2929
Orlando Service Center: 1707 Orlando Central Parkway, Suite 200, Orlando, FL 32809 (407) 858-6100
District staff has reviewed the information submitted June 15, 2016, for the originally permitted area
knownas Capri-Golden *ate-Collier Transmission Line under Permit No. 11-00208-S. Refer to Exhibit
1.0 for a location map. This modification authorizes construction of a swale to improve conveyance to the
south of the existing Veteran's Memorial Parkway roadside swale and installation of a 24-inch culvert
under the existing FPL access road to pass the discharge from the Talis Park development. The FPL
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Based on that information, District staff has determined that the proposed activities are in compliance with
the original environmental resource permit and appropriate provisions of paragraph 40E-4.331(2)(b) or
62-330.315(2)(g), Florida Administrative Code. Therefore, these changes have been recorded in our files.
Your permit remains subject to the General Conditions and all other Special Conditions not modified
and as originally issued.
Should you have any questions or comments regarding this authorization, please contact this office.
Sincerely,
August 1, 2016
FLORIDA POWER & LIGHT COMPANY
700 UNIVERSE BLVD
JUNO BEACH, FL 33408
Brian Rose, P.E.
Section Leader
Lower West Coast Service Center
BR/en
TALIS PARK OUTFALLProject :
Collier County, S13/T48S/R25E
SUBJECT:
Dear Permittee:
Location:
RegulationApplication No.:160512-14
Permit No.: 11-00208-S
K E Talis Park Properties L L C
Waldrop Engineering P A
c:
Sincerely,
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Rev. 06/21/15 1
NOTICE OF RIGHTS
As required by Sections 120.569 and 120.60(3), Fla. Stat., the following is notice of the opportunities which
may be available for administrative hearing or judicial review when the substantial interests of a party are
determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Not
all of the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to
consult an attorney regarding your legal rights.
RIGHT TO REQUEST ADMINISTRATIVE HEARING
A person whose substantial interests are or may be affected by the South Florida Water Management District’s
(SFWMD or District) action has the right to request an administrative hearing on that action pursuant to
Sections 120.569 and 120.57, Fla. Stat. Persons seeking a hearing on a SFWMD decision which affects or
may affect their substantial interests shall file a petition for hearing with the Office of the District Clerk of the
SFWMD, in accordance with the filing instructions set forth herein, within 21 days of receipt of written notice of
the decision, unless one of the following shorter time periods apply: (1) within 14 days of the notice of
consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and
use of sovereign submerged lands pursuant to Section 373.427, Fla. Stat.; or (2) within 14 days of service of
an Administrative Order pursuant to Section 373.119(1), Fla. Stat. "Receipt of written notice of agency
decision" means receipt of written notice through mail, electronic mail, or posting that the SFWMD has or
intends to take final agency action, or publication of notice that the SFWMD has or intends to take final agency
action. Any person who receives written notice of a SFWMD decision and fails to file a written request for
hearing within the timeframe described above waives the right to request a hearing on that decision.
If the District takes final agency action which materially differs from the noticed intended agency decision,
persons who may be substantially affected shall, unless otherwise provided by law, have an additional Rule
28-106.111, Fla. Admin. Code, point of entry.
Any person to whom an emergency order is directed pursuant to Section 373.119(2), Fla. Stat., shall comply
therewith immediately, but on petition to the board shall be afforded a hearing as soon as possible.
A person may file a request for an extension of time for filing a petition. The SFWMD may, for good cause,
grant the request. Requests for extension of time must be filed with the SFWMD prior to the deadline for filing
a petition for hearing. Such requests for extension shall contain a certificate that the moving party has
consulted with all other parties concerning the extension and that the SFWMD and any other parties agree to
or oppose the extension. A timely request for an extension of time shall toll the running of the time period for
filing a petition until the request is acted upon.
FILING INSTRUCTIONS
A petition for administrative hearing must be filed with the Office of the District Clerk of the SFWMD. Filings
with the Office of the District Clerk may be made by mail, hand-delivery, or e-mail. Filings by facsimile will not
be accepted. A petition for administrative hearing or other document is deemed filed upon receipt during
normal business hours by the Office of the District Clerk at SFWMD headquarters in West Palm Beach,
Florida. The District’s normal business hours are 8:00 a.m. – 5:00 p.m., excluding weekends and District
holidays. Any document received by the Office of the District Clerk after 5:00 p.m. shall be deemed filed as of
8:00 a.m. on the next regular business day. Additional filing instructions are as follows:
x Filings by mail must be addressed to the Office of the District Clerk, P.O. Box 24680, West Palm
Beach, Florida 33416.
Rev. 06/21/15 2
x Filings by hand-delivery must be delivered to the Office of the District Clerk. Delivery of a petition to
the SFWMD's security desk does not constitute filing. It will be necessary to request that the
SFWMD's security officer contact the Office of the District Clerk. An employee of the SFWMD's
Clerk's office will receive and file the petition.
x Filings by e-mail must be transmitted to the Office of the District Clerk at clerk@sfwmd.gov. The filing
date for a document transmitted by electronic mail shall be the date the Office of the District Clerk
receives the complete document. A party who files a document by e-mail shall (1) represent that the
original physically signed document will be retained by that party for the duration of the proceeding
and of any subsequent appeal or subsequent proceeding in that cause and that the party shall
produce it upon the request of other parties; and (2) be responsible for any delay, disruption, or
interruption of the electronic signals and accepts the full risk that the document may not be properly
filed.
INITIATION OF AN ADMINISTRATIVE HEARING
Pursuant to Sections 120.54(5)(b)4. and 120.569(2)(c), Fla. Stat., and Rules 28-106.201 and 28-106.301, Fla.
Admin. Code, initiation of an administrative hearing shall be made by written petition to the SFWMD in legible
form and on 8 1/2 by 11 inch white paper. All petitions shall contain:
1.Identification of the action being contested, including the permit number, application number, SFWMD
file number or any other SFWMD identification number, if known.
2.The name, address, any email address, any facsimile number, and telephone number of the petitioner
and petitioner’s representative, if any.
3.An explanation of how the petitioner’s substantial interests will be affected by the agency
determination.
4.A statement of when and how the petitioner received notice of the SFWMD’s decision.
5.A statement of all disputed issues of material fact. If there are none, the petition must so indicate.
6.A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends
warrant reversal or modification of the SFWMD’s proposed action.
7.A statement of the specific rules or statutes the petitioner contends require reversal or modification of
the SFWMD’s proposed action.
8.If disputed issues of material fact exist, the statement must also include an explanation of how the
alleged facts relate to the specific rules or statutes.
9.A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the
SFWMD to take with respect to the SFWMD’s proposed action.
MEDIATION
The procedures for pursuing mediation are set forth in Section 120.573, Fla. Stat., and Rules 28-106.111 and
28-106.401–.405, Fla. Admin. Code. The SFWMD is not proposing mediation for this agency action under
Section 120.573, Fla. Stat., at this time.
RIGHTTOSEEKJUDICIALREVIEW
Pursuant to Section 120.68, Fla. Stat., and in accordance with Florida Rule of Appellate Procedure 9.110, a party
who is adversely affected by final SFWMD action may seek judicial review of the SFWMD's final decision by filing
a notice of appeal with the Office of the District Clerk of the SFWMD in accordance with the filing instructions set
forth herein within 30 days of rendition of the order to be reviewed, and by filing a copy of the notice with the clerk
of the appropriate district court of appeal.
I-75CR-881LI
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REGULATION DIVISION
South Florida Water Management District
Exhibit No: 1 Exhibit Created On:
Created by Regulation GIS Section
2016-05-13
COLLIER COUNTY, FL Application
Permit No: 11-00208-S
Application Number: 160512-14
Project Name: TALIS PARK OUTFALL
0 1,800900
Feet
Application No. 160512-14
Exhibit No. 1.0
Page 1 of 1
INTERSTATE 75DEVELOPED BY:PROPERTY INFORMATIONFOLIO #00148720006I-75TALIS PARK OUTFALL IMPROVEMENTSCOLLIER COUNTY, FLORIDAPART OF SECTION 13, TOWNSHIP 48 SOUTH, RANGE 25 EASTPROPERTY DESCRIPTIONCOVER SHEETAERIAL MAP AND CLEARING PLAN21SHEET INDEXCONSTRUCTION PLANS FORNO SCALENO SCALENORTHNORTH PROJECT LOCATION MAP PROJECT SITE MAP PHONE: (239) 261-6798NAPLES, FLORIDA 3411016990 LIVINGSTON ROADKE TALIS PARK PROPERTIES, LLCPROJECTSITESCALE AS SHOWN
n SET NUMBER:SHEET :244-51-01FLENN
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U+0(1u9#.&412'0)+0''4+0)T%1/1J:\244-51 (Talis Park) Outfall\Drawings-Exhibits\244-51-01 SDP\Current Plans\244510101.dwg5/11/2016 1:14:22 PMFLORIDA CERTIFICATE OF AUTHORIZATION #8636PLAN REVISIONSREV00 <<SUBMITTED / BID SET>> XX/XX/16FL LICENSE NO. 57634DAVID V. WILLEMS, P.E.TALIS PARK OUTFALLIMPROVEMENTSCLIENT: KE TALIS PARK PROPERTIES, LLCCONSTRUCTION PLANS FORLEE COUNTYCOLLIER COUNTYIMMOKALEE ROADLIVINGSTON ROADBONITA BEACH ROADOLD 41SITE PLAN, SECTIONS, AND DETAILS34 STORMWATER POLLUTION PREVENTION PLAN AND EROSION CONTROL DETAILSPROJECTSITECOVER SHEETVETERAN'S MEMORIAL BLVDLIVINGSTON ROADVETERAN'S MEMORIAL BLVDLEGAL DESCRIPTIONA PARCEL OF LAND LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ATTHE NORTHEAST CORNER SECTION 13, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, SAID POINT ALSO BEING THE NORTHWEST CORNER OF PELICAN STRANDREPLAT 1C AS RECORDED IN PLAT BOOK 31, PAGES 54 THROUGH 57 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG THE WEST LINE OF SAID SECTION 13 ͳǡ ͲͲιͲͶ̵Ͷʹ̶ǡ ͻʹͶǤ͵ Ǣ ͺͻιͲ͵̵ͷ̶ǡ ͵͵ͳǤʹͶ Ǣ ͲͲιͲͺ̵͵ͷ̶ǡ ͻʹͷǤͲͲ ͳ͵ǡ
MEMORIAL BOULEVARD (200' RIGHT OF WAY), SAID POINT ALSO BEING THE NORTHEAST CORNER OF BRANDON, AS RECORDED IN PLAT BOOK 56 AT PAGES 75 THROUGH 79 OF THE ǡ Ǣ
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ǡ ͺͻιͲ̵ͷʹ̶ǡ 332.28 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 7.04 ACRES, OR 306,803 SQUARE FEET, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS, RECORDED ANDǤ
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ͺͻιͲ̵ͷʹ̶ǡRELATE TO THE STATE PLANE COORDINATE SYSTEM ESTABLISHED BY THE NATIONAL GEODETIC SURVEY FOR FLORIDA EAST ZONE, 1983 DATUM WITH 1990 ADJUSTMENT.Application No. 160512-14 Exhibit No. 2.0 Page No. 1 of 4David V. Willems State for Florida Professional Engineer, License No. 57634 This item has been electronically signed and sealed by David V. Willems, PE on May 12, 2016 using a SHA-1 authentication code.Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies.
VETERANS MEMORIAL BOULEVARDTALIS PARK DRIVEPELICAN STRANDFUTUREDEVELOPMENTCORSICA WAY125.0'ROWTALIS PARKBOUNDARYPROJECT BOUNDARYPROJECT BOUNDARYVETERANS MEMORIAL BOULEVARDLIVINGSTON RDTALIS PARKBOUNDARY4159E3(0.84 AC. ±)4159E4(0.17 AC. ±)4241(0.12 AC. ±)6419E3(0.09 AC. ±)422(0.67 AC. ±)743/422(0.03 AC. ±)6219E4(0.04 AC. ±)6419E3(0.06 AC. ±)814(0.41 AC. ±)740(4.48 AC. ±)PROJECT BOUNDARY0SCALE IN FEET100 200 400
n SET NUMBER:SHEET :244-51-01FLENN
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U+0(1u9#.&412'0)+0''4+0)T%1/2J:\244-51 (Talis Park) Outfall\Drawings-Exhibits\244-51-01 SDP\Current Plans\244510102.dwg5/11/2016 1:15:53 PMFLORIDA CERTIFICATE OF AUTHORIZATION #8636PLAN REVISIONSREV00 <<SUBMITTED / BID SET>> XX/XX/16FL LICENSE NO. 57634DAVID V. WILLEMS, P.E.TALIS PARK OUTFALLIMPROVEMENTSCLIENT: KE TALIS PARK PROPERTIES, LLCCONSTRUCTION PLANS FORAERIAL MAP AND CLEARING PLANLEGENDAREA TO BE CLEAREDAREA = 0.07 ACRES±% OF TOTALACREAGEACREAGEDESCRIPTIONSFLUCFCS CODE4159E3FLUCFCS TABLETOTAL100.0%6.91±4159E442242416219E46419E3740743/422814SLASH PINE, DISTURBED (50% - 75% EXOTICS)SLASH PINE, DISTURBED (76% - 100% EXOTICS)0.84±0.17±0.67±0.12±0.04±0.15±4.48±0.03±0.41±12.2%2.5%9.7%1.7%0.6%2.2%64.8%0.4%5.9%BRAZILIAN PEPPERMELALEUCA, HYDRICCYPRESS, DISTURBED (76% - 100% EXOTICS)FRESHWATER MARSH, DISTURBED (50% - 75% EXOTICS)DISTURBED LANDSPOIL AREA/BRAZILIAN PEPPERROAD/FPL UTILITY POLE1. EXOTIC VEGETATION AS DEFINED BY COLLIERCOUNTY LAND DEVELOPMENT CODE SHALL BEERADICATED FROM THE SITE AND SUBSEQUENTANNUAL EXOTIC ERADICATION (IN PERPETUITY)SHALL BE THE RESPONSIBILITY OF THE PROPERTYOWNER.2. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,ALL EXISTING NATIVE VEGETATION TO BE RETAINEDSHALL BE IDENTIFIED. THE CONTRACTOR SHALLINSTALL ENVIROFENCE (OR EQUAL) BEYOND THEDRIP LINES OF THE PRESERVED VEGETATION ANDALONG THE LIMITS OF CLEARING. THIS FENCE SHALLREMAIN ERECTED AND MAINTAINED THROUGH THEDURATION OF THE CONSTRUCTION ACTIVITIES.CLEARING NOTESWETLANDS AREA = 0.31 ACRES±Application No. 160512-14 Exhibit No. 2.0 Page No. 2 of 4
MAINTENANCE ROAD15' TOPPROPOSED SWALE15.0'TIE INTO EXISTINGMAINTENANCEROAD12.0012.0012.0015.5015.5014.5014.5012.0012.0'11.7511.7514.5014.5011.5011.5014.5014.5011.0011.00RUBBLE RIP-RAP PER FDOT SPECIFICATION530-2.1.3.2 OVER GEOTEXTILE FABRIC(MIRAFI OR APPROVED EQUAL)END SWALEPROJECTBOUNDARYPROJECTBOUNDARYPROJECT BOUNDARYEXISTING FPLPOLE #A259M7EXISTING FPLPOLE #137M9EXISTING FPL TRANSMISSIONPOLE #259M8, GUY WIRESAND OVERHEAD LINES (TYP.)EXISTING FPLPOLE #138M1PROPERTYBOUNDARYPROPERTYBOUNDARYEXISTING FPLDISTRIBUTIONPOLESECTION A-AN.T.SGUY ANCHOR(TYP.)ELEV = 13.0'ELEV = 14.1'79.6'62.4'13.9'37.7'72.5'66.2'EXISTING GRADEROW6.8'52.1'42.0'EXISTING GRADEGUY ANCHOR(TYP.)EXISTING FPLDISTRIBUTIONPOLESEXISTINGSIDEWALKELEV = 12.3'ELEV = 17.7'SECTION C-CN.T.SSECTION B-BN.T.SEXISTING GRADEROW74.3'EXISTINGSIDEWALKELEV = 17.2'ELEV = 12.6'EXISTINGVETERANSMEMORIALBOULEVARDEXISTINGVETERANSMEMORIALBOULEVARDELEV = 11.5'ELEV = 12.0'ELEV = 17.2'ELEV = 14.5'SECTION E-EN.T.S4:14:15.0'WETLAND2.0'10.0'PROPOSED SWALEELEV = 11.0'SECTION D-DN.T.S4:1RUBBLE RIP-RAP PER FDOT SPECIFICATION530-2.1.3.2 OVER GEOTEXTILE FABRIC(MIRAFI OR APPROVED EQUAL)WETLANDLIMITS5.0'10:110:14:14:15.0'15.0'4:17.4'0SCALE IN FEET30 60120J:\244-51 (Talis Park) Outfall\Drawings-Exhibits\244-51-01 SDP\Current Plans\244510103.dwg5/11/2016 1:16:40 PMSITE PLAN, SECTIONS, AND DETAILS
n SET NUMBER:SHEET :244-51-01FLENN
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U+0(1u9#.&412'0)+0''4+0)T%1/3J:\244-51 (Talis Park) Outfall\Drawings-Exhibits\244-51-01 SDP\Current Plans\244510103.dwg5/11/2016 1:16:40 PMFLORIDA CERTIFICATE OF AUTHORIZATION #8636PLAN REVISIONSREV00 <<SUBMITTED / BID SET>> XX/XX/16FL LICENSE NO. 57634DAVID V. WILLEMS, P.E.TALIS PARK OUTFALLIMPROVEMENTSCLIENT: KE TALIS PARK PROPERTIES, LLCCONSTRUCTION PLANS FORAABBCCEEDDApplication No. 160512-14 Exhibit No. 2.0 Page No. 3 of 4
PROJECT BOUNDARYPROJECT BOUNDARYPROJECT BOUNDARYSINGLE ROW SILT FENCE(TYP.)SINGLE ROW SILT FENCE(TYP.)0SCALE IN FEET30 60 120
n SET NUMBER:SHEET :244-51-01FLENN
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U+0(1u9#.&412'0)+0''4+0)T%1/4J:\244-51 (Talis Park) Outfall\Drawings-Exhibits\244-51-01 SDP\Current Plans\244510104.dwg5/11/2016 1:17:18 PMFLORIDA CERTIFICATE OF AUTHORIZATION #8636PLAN REVISIONSREV00 <<SUBMITTED / BID SET>> XX/XX/16FL LICENSE NO. 57634DAVID V. WILLEMS, P.E.TALIS PARK OUTFALLIMPROVEMENTSCLIENT: KE TALIS PARK PROPERTIES, LLCCONSTRUCTION PLANS FORSURFACE WATER POLLUTION PREVENTION NOTES1. INSTALL EROSION CONTROL DEVICES AROUND THE PROJECT BOUNDARY AND AS NEEDED TO PREVENT SOIL FROMLEAVING THE SITE.2. EROSION CONTROL DEVICES WILL BE BUILT TO PREVENT SOIL FROM LEAVING THE SITE AND SHALL BE INSTALLED PRIORTO ANY SITE GRUBBING AND/OR DEMOLITION.3. STABILIZE ALL PERIMETER BERM AND SLOPES TO PROTECT AGAINST EROSION.4. WRAP INLET GRATES WITH FILTER FABRIC UNTIL THE DRAINAGE AREA DRAINING TO EACH INLET IS STABILIZED WITHEITHER PAVEMENT OR SOD.5. MAINTAIN SILT FENCE, HAY BALES, FILTER FABRIC, AND ALL OTHER EROSION CONTROL DEVICES UNTIL STABILIZATION ISESTABLISHED TO PREVENT SOIL FROM LEAVING THE SITE.6. INSTALL ALL EROSION CONTROL DEVICES AS PER F.D.O.T. STANDARD INDEX 102 SERIES.7. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, STABILIZE THE EFFECTIVE AREA BY USING WETTINGOR OTHER ACCEPTABLE METHODS.8. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THESILTATION CONTROL DEVICE.9. REMOVE SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPE AFFECTED BY CONSTRUCTION ACTIVITIES ON THE SITEPRIOR TO COMPLETION OF CONSTRUCTION.10. MAINTAIN ALL BERM ELEVATIONS DURING CONSTRUCTION.11. LOCATION OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD CONDITIONS.12. DETAILS REPRESENT TYPICAL MEASURES FOR THE SITUATION DEPICTED. BASED ON SITE CONDITIONS ALL DETAILS MAYNOT BE APPLICABLE TO THE PROJECT. USE APPROPRIATE DETAIL THE SITUATION DEPICTED IN ENCOUNTERED ON SITE.13. BARRIERS ARE TO BE HIGHLY VISIBLE WITH BRIGHTLY COLORED ALL-WEATHER MESH MATERIAL OR EQUIVALENT, AND THESTAKES SHALL BE NO MORE THAN 10' APART.INLET PROTECTIONSHEET FLOWPIPE FLOWSINGLE ROW SILT FENCELEGENDDOUBLE ROW SILT FENCEAGGREGATEFDOT # 1 COURSE1 1/2" TYPE S-IIIASPHALTIC CONCRETEWITH LIMEROCK BASE GRAVEL CONSTRUCTION ENTRANCE * A TOTAL OF 250' OF DUST FREE SURFACE SHALL BEMAINTAINED BY EITHER OF THE FOLLOWING:1. LIMEROCK BASE MAY BE WATERED TO PREVENT DUST2. LIMEROCK BASE MAY BE PRIMED3. CONSTRUCTION ROADS MAY BE PAVED WITH ASPHALTIC CONCRETEHARD SURFACE PUBLIC ROAD50'6'REINFORCEDCORNERSMANAGEABLE2 FOOTCONTAINMENT AREALIFTSTRAPSDUMPINGSTRAPSSTORMINLETOPTIONALOVERFLOW PORTSDANDYSACKTMDANDY SAC MAY BE SUBSTITUTED FOR SIMILAR PRODUCT .TYPE III SILT FENCESECTIONELEVATIONNOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF)FILTER FABRIC (INCONFORMANCE WITHSEC. 985 FDOT SPEC.)2 1/2" MIN. DIA.2" x 4"1 1/2" x 1 1/2"1.33 LBS / FT. MIN.3' OR MORE12" MIN.SOFTWOODSOFTWOODHARDWOODSTEELPOST OPTIONS:15" TO 18"8"10' MAX.OPTIONAL POST POSITIONSSILT FLOWPRINCIPAL POSTPOSITION(CANTED 20°TOWARD FLOW)FILTER FABRIC20°VERTICALD21. Floating turbidity barriers are to be paid for under the2. Staked turbidity barriers are to be paid for under theStress PlateFLOATING TURBIDITY BARRIERSD112GENERAL NOTES:D =5' Std. (Additional Panel For Depths > 5').TYPE ITYPE IID =5' Std. (Single Panel For Depths 5' or Less).contract unit price for Floating Turbidity Barrier, LF.contract unit price for Staked Turbidity Barrier, LF.D2COMPONENTS OF TYPES ~ AND ~~ MAY BE SIMILAR OR IDENTICAL TOPROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTSOF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER.SUBSTITUTIONS FOR TYPES ~ AND ~~ SHALL BE AS APPROVED BY THEENGINEER.NOTICE:516" Vinyl Sheathed EAW Steel Cable (9800Lbs. Breaking Strength) With GalvanizedConnectors (Tool Free Disconnect)Slotted PVC Connector Pipe(Metal Collar Reinforced)18 Oz. Nylon ReinforcedPVC Fabric (300 psi Test)516" Galvanized ChainClosed Cell Solid Plastic FoamFlotation (8" Dia. Equiv.) (17 lbs.Per Ft. Buoyancy)Curtain To Reach Bottom Up To Depths Of 10 Feet.Two(2) Panels To Be Used For Depths Greater Than 10Feet Unless Special Depth Curtains Specifically CalledFor In The Plans Or As Determined By The Engineer.Closed Cell Solid Plastic FoamFlotation (6" Dia. Equiv.) (12 Lbs.Per Ft. Buoyancy)18" Polypro Rope(600 lb. BreakingStrength)18 Oz. Nylon ReinforcedPVC Fabric (300 psi Test)With Lacing Grommets14" GalvanizedChain6' Max.PER F.D.O.T. INDEX 103TURBIDITY BARRIERNote:CurrentStructure Alignment100'TypicalExistingCausewayProposed Toe Of SlopeTypical100'Shore Line100'100'TypicalTypicalNOTES:TURBIDITY BARRIER APPLICATIONSLEGENDPile LocationsDredge Or Fill AreaAnchorMooring Buoy w/Anchor5. For additional information see Section 104 of the Standard Specifications.1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth.2. Number and spacing of anchors dependent on current velocities.3. Deployment of barrier around pile locations may vary to accommodate construction operations.4. Navigation may require segmenting barrier during construction operations.Shore LineLimits Of Const.TurbidityBarriersShore LineLimits Of Const.Strea
m
Or
Tidal
Creek
STAKED TURBIDITY BARRIER5' Or More18" Min.8"3'Barrier Movement DueTo Current ActionTurbidity barriers for flowing streams and tidal creeks may beeither floating, or staked types or any combinations of typesthat will suit site conditions and meet erosion control andwater quality requirements. The barrier type(s) will be at theContractors option unless otherwise specified in the plans,however payment will be under the pay item(s) established inthe plans for Floating Turbidity Barrier and/or StakedTurbidity Barrier. Posts in staked turbidity barriers to beinstalled in vertical position unless otherwise directed by theEngineer.Post (Options: 2" x 4" Or 212"Min. Dia. Wood; Steel 1.33Lbs/Ft. Min.)18 Oz. Nylon Reinforced PVCFabric (300 psi Test)TYPE III SILT FENCE AROUND DITCH BOTTOM INLETSTYPE III SILT FENCE PROTECTION TYPE III SILT FENCE DITCH BOTTOM INLETCOMPLETED INLETPROTECTION AROUND INLETS OR SIMILAR STRUCTURESDO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWINGWATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERSUSED AT PERMANENT BODIES OF WATER.SILT FENCE APPLICATIONSSILT FLOWNOTE: SPACING FOR TYPE III FENCE TO BEIN ACCORDANCE WITH CHART I, SHEET 1OF FDOT DESIGN STANDARDS INDEX 102.(2010)SILT FLOWSIDEWALKCURB &GUTTERROCKBAGSDITCHDITCHSILT FENCENTSNOTE: FILTER LOG MAY BE SUBSTITUTED FOR ROCK BAGSNTSNTSNTSNTSSTORMWATER POLLUTION PROTECTION PLANNTSSTORMWATER POLLUTION PREVENTION PLAN ANDEROSION CONTROL DETAILSApplication No. 160512-14 Exhibit No. 2.0 Page No. 4 of 4
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION
www.colliergov.net
-L......
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239)252-2400 FAX: (239) 252-6358
VARIANCE PETITION APPLICATION
Variance from Setbacks Required for a Particular Zoning District
LDC section 9.04.00 & Code of Laws section 2-83 -2-90
PROJECT NUMBER
PROJECT NAME
DATE PROCESSED
Chapter 3 J. of the Administrative Code
To be completed by staff
APPLICANT CONTACT INFORMATION
Name of Applicant(s): F LORI DA POWER & LIG HT COMP A N Y
Addr es s : 7 00 U N IV E RS E B LV D . City: JUNO BEACH State: _F _L __ Z I P: 3340 8
Telephone: (561) 904-3675 Cell: _______ Fax: ______ _
E-Mail Address: G REGG.A.HA LL@FPL.COM
Name of Agent: Scott Jackson (Boonetime) & Tim Young (Crown)
Firm: Boonetime Bay, LLC (rep for Crown) & Crown Castle USA (rep for FPL)
Address: 107 Linwood Cir. City: Lawrenceburg State: _TN __ ZIP: 38464 Telephone:
(615-714-4478 Cell: _______ Fax: ______ _ E-Mail
Address: sjackson@boonetimebay.com & timothy.young @ crowncastle.com
BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY
AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS.
6/4/2014 Page 1 of 6
Request for Non-Use Setback Variance
Section 5.05.09(G)(2)(a) of the Collier County Land Development Code requires a
separation distance equal to 2.5 times the height of structures that exceed 75' in height.
The Applicant is seeking non-use variances to allow reduced distance separation
setbacks as outlined below:
Please note that the Applicant meets the setback distance requirements for the
northern property line.
Responses to Variance Criteria
A.Are there special conditions and circumstances existing which are peculiar
to the location, size and characteristics of the land, structure, or building
involved?
Yes. The subject parcel is an existing electrical distribution substation, which has
been in operation since the 1970s. Power lines and large utility poles exist
throughout the subject property. The proposed collocation of wireless
communications facilities will be consistent with the existing character and land
use of the subject property.
B.Will a literal interpretation of the provisions of the LDC work unnecessary
and undue hardship on the applicant or create practical difficulties on the
applicant?
E N G I N E E R I N G G R O U P
N
N
E N G I N E E R I N G G R O U PN
E N G I N E E R I N G G R O U P
N
E N G I N E E R I N G G R O U P
FPL Alligator Substation Cellular
Structure I-Pole Structural Analysis
(Lightning Mast #2)
Stantec Project #: 198802322
Structural analysis for proposed
lighting mast I-pole structure
supporting FPL OHGWs, one (1)
cellular canister antenna, and two (2)
RRUS cellular equipment racks
Prepared for:
Florida Power and Light
Transmission Line Engineering –
Structural Department
Prepared by:
Stantec Consulting Services Inc.
November 3, 2016
Revision Record
Revision Description Prepared By Checked By Approved By
0 Final J. Luther 11/3/16 C.
Renshaw
11/4/16 J. Luther 10/4/16
Sign-off Sheet
This document entitled FPL Alligator Substation Cellular Structure I-Pole Structural Analysis (Lightning
Mast #2) was prepared by Stantec Consulting Services Inc. (“Stantec”) for the account of Florida
Power and Light (the “Client”). Any reliance on this document by any third party is strictly prohibited.
The material in it reflects Stantec’s professional judgment in light of the scope, schedule and other
limitations stated in the document and in the contract between Stantec and the Client. The
opinions in the document are based on conditions and information existing at the time the
document was published and do not take into account any subsequent changes. In preparing the
document, Stantec did not verify information supplied to it by others. Any use which a third party
makes of this document is the responsibility of such third party. Such third party agrees that Stantec
shall not be responsible for costs or damages of any kind, if any, suffered by it or any other third
party as a result of decisions made or actions taken based on this document.
Prepared by
(signature)
Jeremy Luther
Reviewed by
(signature)
Chad Renshaw
Jeremy Luther P.E.
Florida License # 81397
Stantec Consulting Services Inc.
8130 Baymeadows Way West
Suite 104
Jacksonville, FL 32256
Signature __________________ Date ___________10/21/2016
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
Table of Contents
RECOMMENDATIONS SUMMARY .............................................................................................. I
FINAL POLE DESIGN RECOMMENDATION............................................................................... III
1.0 GENERAL METHODOLOGIES ......................................................................................... 1
1.1 LOADING CONFIGURATION ............................................................................................ 1
1.1.1 Structure Framing............................................................................................ 1
1.1.2 Weather ........................................................................................................... 2
1.1.3 Structure Loads Criteria ................................................................................. 2
1.1.4 Sagging and Tension Criteria ........................................................................ 3
1.1.5 Cellular Array Antenna Loading Criteria ..................................................... 3
1.2 CONCRETE POLE ANALYSIS ............................................................................................. 4
1.3 FOUNDATION ANALYSIS ................................................................................................... 4
2.0 STRUCTURE DIAGRAMS ................................................................................................. 6
3.0 REFERENCES ................................................................................................................... 8
LIST OF TABLES
Table 1 Structure Wire Summary ................................................................................................... i
Table 2 Structure Usage Summary ............................................................................................... i
Table 3 Structure Weather Cases ............................................................................................... 2
Table 4 Structure Load Criteria ................................................................................................... 3
Table 5 Wire Tension Summary.................................................................................................... 3
Table 6 Cellular Equipment Vertical Loading Summary ......................................................... 4
Table 7 Cellular Equipment Wind Loading Summary .............................................................. 4
Table 8 Soil Parameters ................................................................................................................ 5
LIST OF FIGURES
Figure 1 – LM #2 Profile View Drawing ....................................................................................... 6
Figure 2 – LM #2 Plan View Drawing .......................................................................................... 7
LIST OF APPENDICES
CELLULAR ANTENNA AND EQUIPMENT LOAD CALCULATIONS ............... A.1 APPENDIX A
FPL STANDARD SAG CHART ...................................................................... B.1 APPENDIX B
PLS-POLE SHORT REPORT .......................................................................... C.1 APPENDIX C
PLS-POLE LONG REPORT ........................................................................... D.1 APPENDIX D
MFAD REPORT ............................................................................................ E.1 APPENDIX E
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
STRUCTURE DETAIL DRAWING .................................................................... F.1 APPENDIX F
FPL POLE SETTING SPECIFICATION ...........................................................G.1 APPENDIX G
CELLULAR ANTENNA AND EQUIPMENT DRAWINGS ................................. H.1 APPENDIX H
GEOTECHNICAL REPORT ............................................................................ I.1 APPENDIX I
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FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
ii
short reports. The maximum pole usage for the proposed structures is also highlighted in the PLS-
Pole Short Reports. The PLS-Pole Long Reports present more detailed information including input
geometry, basic load cases, load combinations, and analysis results. The MFAD report details
geotechnical data utilized, foundation geometry, foundation loading, and analysis results. The
PLS-Pole Short and long reports, and MFAD Report can be found in appendices C, D, and E
respectively.
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
iii
Final Pole Design Recommendation
Structure #: LM #2
Framing Standard: N/A
Structure M&S #: 155-647-115
Above Ground Height: 82ft (94ft total including 12ft canister antenna)
Ultimate Capacity in kips: 47kip
Setting Depth: 33ft
Guying Information: N/A
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
1
1.0 GENERAL METHODOLOGIES
For the purpose of structural analysis, the structure utilized will be a 115ft spun concrete I-pole
structure based on information provided by FPL. The information provided by FPL was utilized to
develop a PLS-Pole model for analysis.
A foundation analysis for the standard 33ft set depth was performed as part of this project.
Geotechnical information utilized for analysis was provided by Ardaman & Associates, Inc. the
standard embedment depth of 33ft was analyzed with the use of MFAD foundation design
software. It was assumed that the structure foundation will be augured and backfilled with
crushed rock in accordance with FPL standard A-88039-7 as shown in Appendix G.
Transmission hardware components are based on FPL standards, unless otherwise stated, and no
hardware was analyzed as part of this structural analysis. The cellular canister antenna, cellular
equipment attachments, and 5ft steel extension at the top of the pole have been designed by
others and were not analyzed as part of this structural analysis.
1.1 LOADING CONFIGURATION
1.1.1 Structure Framing
The structure was analyzed to support three deadend OHGW’s to provide shielding to the
adjacent Alligator Substation tower at heights detailed in the structure detail drawing in
Appendix F. Cellular canister antenna and cellular RRUS racks heights and configurations for the
analyses were based upon the FPL provided data.
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
2
1.1.2 Weather
Table 3 Structure Weather Cases
+Weather cases 250B and 250D utilize constant wind pressure entire height of structure
*Extreme Wind weather case includes a 1.15 Weather Load Factor
1.1.3 Structure Loads Criteria
Structure has been designed to support three (3) 7#8 AW overhead ground wires (OHGWs), one
(1) cellular canister antenna , and two (2) cellular RRUS equipment racks. Through analysis it was
determined that the controlling load case for both the foundation and spun concrete I-Pole is
NESC 250C Extreme Wind load case in the direction of negative 45degrees from the positive
angle bisector. The following table details the load factors associated with each loading case
that was utilized for analysis. It should be noted that the ultimate concrete pole strength was
analyzed for load cases NESC 250B Light and NESC 250C. For load cases NESC 250D and FPL
everyday wind, the pole capacity was analyzed utilizing the zero tension capacity.
Load Case
Description Weather Case
Wind
Velocity
(MPH)
Wind
Pressure
(psf)
Temp
(F)
NESC
Constant
(LB/FT)
Wire Wind
Height
Adjustment
Model
Antenna Wind
Height
Adjustment
Model
NESC 250B LIGHT 9PSF WIND/30
DEG N/A+ 9 30˚ 0.05 N/A+ N/A+
NESC 250C
EXTREME WIND
135 MPH WIND
NESC 2012* 135 Height
Adjusted 60˚ 0 NESC 2012 TIA 222-G
NESC 250D 2.3PSF WIND/15
DEG N/A+ 2.3 15˚ 0 N/A+ N/A+
FPL EVERDAY
WIND
45MPH WIND
NESC 2012 45 Height
Adjusted 60˚ 0 NESC 2012 TIA 222-G
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
3
Table 4 Structure Load Criteria
Load Case Description Cable
Condition
Wire
Vertical
Load
Factor
Wire + Struct
Wind Load
Factor
Wire
Tension
Load
Factor
Struct
Weight
Load
Factor
Antenna
Platform
Vertical
Load Factor
Antenna
Platform
Wind
Load
Factor
NESC 250B LIGHT Initial FE 1.5 2.5 1.65 1.5 1.2 1.6
NESC 250C EXTREME
WIND Initial FE 1 1 1 1 1.2 1.6
NESC 250D Initial FE 1 1 1 1 1.2 1.6
FPL EVERDAY WIND Initial FE 1 1 1 1 1.2 1.6
1.1.4 Sagging and Tension Criteria
For the OHGWs, tensions were provided by FPL in the FPL standard ruling span sag chart A-
211793 as shown in Appendix B. The following table summarizes the tensions utilized for analyses.
Table 5 Wire Tension Summary
Cable
Tension at 60Deg Initial,
No Wind
(lbs)
Tension at 60Deg Initial,
135 mph Wind
(lbs)
7#8 AW OHGW 325
1,393
1.1.5 Cellular Array Antenna Loading Criteria
For the cellular canister antenna and two (2) cellular RRUS equipment racks, loading was
developed in accordance with TIA 222-G under load case previously presented. The above
ground heights of the cellular antenna and RRUS racks were provided by FPL. The following
tables summarize the loading utilized for the cellular attachments.
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
4
Table 6 Cellular Equipment Vertical Loading Summary
Equipment
Vertical Load (lbs)*
Canister Antenna
6,000
RRUS Rack #1 & #2
780
*Vertical loading is the same for all load cases
Table 7 Cellular Equipment Wind Loading Summary
Load Case Canister Antenna RRU Rack #1
RRU Rack #2
NESC 250B LIGHT
Wind Load (lbs) 608 149
149
NESC 250C EXTREME WIND
Wind Load (lbs) 4,244 673
629
NESC 250D
Wind Load (lbs) 155 38
38
FPL EVERYDAY WIND
Wind Load (lbs) 472 75
70
1.2 CONCRETE POLE ANALYSIS
Under the OHGW and antenna loads previously detailed, the 115ft spun concrete I-pole was
modeled in PLS-Pole with the use of the information provided by FPL. For analysis, a 33ft standard
set depth was assumed. The 115ft spun concrete I-pole was found to have a maximum usage of
31% under 135mph extreme wind loading. The loading of the pole is detailed in the PLS-Pole
short and long reports in appendices C and D respectively.
1.3 FOUNDATION ANALYSIS
A foundation analysis was performed for the standard 33ft set depth with the use of the design
software MFAD and geotechnical information provided by Ardaman & Associates, LLC in
Appendix I. For analysis, it was assumed that the top 3ft of soil was loose in nature, therefor,
conservative soil parameters were utilized. It was assumed that the structure foundation will be
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
5
augured and backfilled with crushed rock in accordance with FPL standard A-88039-7 as shown
in Appendix G.
For the drilled pier analysis and design the following soil parameters were defined.
Table 8 Soil Parameters
Soil Layer
Depth to
Bottom
of Layer
(ft)
Total Unit
Weight (pcf)
Deformation
Modulus (ksi)
Friction
Angle
(deg.)
Undrained
Shear
Strength
(Cohesion)
(ksf)
1 3 110 0.01 25 0.00
2 9 110 0.75 30 0.00
3 13 135 8.2 35 0.00
4 28 108 0.11 28 0.00
5 40 120 2.2 35 0.00
Through analysis it was determined that the standard set depth of 33ft is sufficient for installation.
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
6
2.0 STRUCTURE DIAGRAMS
Figure 1 – LM #2 Profile View Drawing
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
7
Figure 2 – LM #2 Plan View Drawing
FPL ALLIGATOR SUBSTATION CELLULAR STRUCTURE I-POLE STRUCTURAL ANALYSIS (LIGHTNING MAST
#2)
8
3.0 REFERENCES
This analysis was developed using the following references:
x 2012 edition of the National Electric Safety Code (NESC)
x Telecommunications Industries Association (TIA) Standard 222-G, Structural Standards for
Antenna Supporting Structures and Antennas
x FPL Transmission Structure Structural Analysis Specific Instructions
x FPL Transmission Framing Standards
x FPL PLS-CADD Criteria
x FPL PLS-Pole Library
PROOF O.K. BY: _____________________________O.K. WITH CORRECTIONS BY:___________________________
PLEASE READ CAREFULLY •SUBMIT CORRECTIONS ONLINE
ADVERTISER: COLLIER COUNTY HEX PROOF CREATED AT : 5/1/2018 10:58AM
SALES PERSON: Ivonne Gori PROOF DUE: -
PUBLICATION: ND-DAILY NEXT RUN DATE: 05/04/18
SIZE: 3 col X 9.25 in
ND-2003844.INDD
NOTICE OF PUBLIC HEARING
Notice is hereby given that a public hearing will be held by the Collier
County Hearing Examiner (HEX) at 9:00 A.M., May 24, 2018, in the Hearing
Examiner’s Meeting Room, at 2800 North Horseshoe Drive, Room 609/610,
Naples FL 34104, to consider:
PETITION NO.VA -PL20160002426 – FLORIDA POWER & LIGHT REQUESTS
A VA RIANCE FROM SECTION 5.05.09.G.2.a OF THE LAND DEVELOPMENT
CODE TO REDUCE THE EAST SETBACK FROM 235 FEET TO 173 FEET, THE
SOUTH SETBACK FROM 235 FEET TO 55 FEET, AND THE WEST SETBACK
FROM235FEETTO133FEET,TOALLOWFORREPLACEMENTOFAUTILITY
POLE AND COLLOCATION OF WIRELESS COMMUNICATIONS FA CILITIES
ON PROPERTY LOCATED AT 4995 DAVIS BOULEVARD IN SECTION 6,
TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA.
All interested parties are invited to appear and be heard. All materials used
in presentation before the Hearing Examiner will become a permanent part of
the record.
Copies of staff report are available one week prior to the hearing. The file can
be reviewed at the Collier County Growth Management Department, Zoning
Division, Zoning Services Section, 2800 North Horseshoe Drive, Naples, FL.
The Hearing Examiner’s decision becomes final on the date rendered. If a
person decides to appeal any decision made by the Collier County Hearing
Examiner with respect to any matter considered at such meeting or hearing,
he will need a record of that proceeding, and for such purpose he may need
to ensure that a verbatim record of the proceedings is made, which record
includes the testimony and evidence upon which the appeal is to be based.
If you are a person with a disability who needs any accommodation in order
to participate in this proceeding, you are entitled, at no cost to you, to the
provision of certain assistance. Please contact the Collier County Facilities
Management Division located at 3335 Ta miami Tr ail East, Suite 101, Naples,
Florida 34112-5356, (239) 252-8380, at least two days prior to the meeting.
Mark Strain,
Chief Hearing Examiner
Collier County, Florida
May 4, 2018 ND-2003844
PS1 & PS2 LOCATIONAPPROXIMATELY 360 FEET SOUTHWEST OF FPLTRANSMISSION STRUCTUREPS3 & PS4 LOCATIONAPPROXIMATELY 270 FEET SOUTHEAST OF FPLTRANSMISSION STRUCTUREPS5 & PS6 LOCATIONAPPROXIMATELY 340 FEET NORTHEAST OF FPLTRANSMISSION STRUCTUREPS7 & PS8 LOCATIONAPPROXIMATELY 590 FEET NORTHWEST OF FPLTRANSMISSION STRUCTUREREFERENCE:2016 IMAGERY2016 GOOGLE EARTHFPL TRANSMISSIONSTRUCTUREPS3 PS4PS2 PS1PS6PS5PS8 PS7N
COLLIER COUNTY
Growth Management Department
May 4, 2018
Dear Property Owner:
This is to advise you that because you may have interest in the proceedings or you own property located within 500 feet
(urban areas) or 1,000 feet (rural areas) of the following described property, Notice is hereby given that a public hearing
will be held by the Collier County Hearing Examiner (HEX) at 9:00 A.M., on May 24th, 2018, in the Hearing Examiner’s
meeting room, at 2800 North Horseshoe Drive, Room 609/610, Naples FL 34104, to consider:
PETITION NO. VA-PL20160002426 – FLORIDA POWER & LIGHT REQUESTS A VARIANCE FROM SECTION
5.05.09.G.2.a OF THE LAND DEVELOPMENT CODE TO REDUCE THE EAST SETBACK FROM 235 FEET TO 173
FEET, THE SOUTH SETBACK FROM 235 FEET TO 55 FEET, AND THE WEST SETBACK FROM 235 FEET TO 133
FEET, TO ALLOW FOR REPLACEMENT OF A UTILITY POLE AND COLLOCATION OF WIRELESS
COMMUNICATIONS FACILITIES ON PROPERTY LOCATED AT 4995 DAVIS BOULEVARD IN SECTION 6, TOWNSHIP
50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA.
You are invited to appear and be heard at the public hearing. You may also submit your comments in writing.
NOTE: INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY ITEM. INDIVIDUALS SELECTED TO
SPEAK ON BEHALF OF AN ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10 MINUTES
TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE HEARING EXAMINER. PERSONS WISHING TO HAVE
WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE HEX AGENDA PACKETS MUST SUBMIT SAID MATERIAL A
MINIMUM OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING. IN ANY CASE, WRITTEN MATERIALS
INTENDED TO BE CONSIDERED BY THE HEX SHALL BE SUBMITTED TO THE COUNTY STAFF MEMBER NOTED
BELOW A MINIMUM OF SEVEN DAYS PRIOR TO THE PUBLIC HEARING. ALL MATERIAL USED IN
PRESENTATIONS BEFORE THE HEX WILL BECOME A PERMANENT PART OF THE RECORD AND WILL BE
AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS IF APPLICABLE.
Any person who decides to appeal a decision of the Collier County Hearing Examiner will need a record of the
proceedings pertaining thereto, and therefore may need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the appeal is to be based.
If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are
entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management
Department, located at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356, (239) 252-8380, at least two days
prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County
Commissioners Office.
This petition and other pertinent information related to this petition is kept on file and may be reviewed at the Growth
Management Department building located at 2800 North Horseshoe Drive, Naples, Florida 34104. Please contact the staff
member noted below at (239)-252-2708 to set up an appointment if you wish to review the file.
Sincerely,
James Sabo
James Sabo
Principal Planner
From:sjackson@boonetimebay.com
To:VelascoJessica
Cc:SmithCamden; SaboJames; RodriguezWanda; NeetVirginia; AshtonHeidi
Subject:RE: Ad Approval for your review for PL20160002426
Date:Tuesday, May 1, 2018 3:20:19 PM
Attachments:image001.jpg
Hi Jessica, the ad attached to the email below looks fine. Thank you!
Scott Jackson
Boonetime Bay, LLC
Nashville, Tennessee
Mobile - 615-714-4478
Fax - 615-915-1351
sjackson@boonetimebay.com
www.boonetimebay.com
https://vimeo.com/26802951
"Shine down forever benevolent sun. Shine down upon the broken, shine on until the two become one "
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copying of this communication is strictly prohibited under applicable law. If you have received this email in error, do
not read it. Please immediately reply to the sender that you have received this email in error and then delete it.
Thank you.
From: VelascoJessica <Jessica.Velasco@colliercountyfl.gov>
Sent: Tuesday, May 1, 2018 10:56 AM
To: sjackson@boonetimebay.com
Cc: SmithCamden <Camden.Smith@colliercountyfl.gov>; SaboJames
<James.Sabo@colliercountyfl.gov>; RodriguezWanda <Wanda.Rodriguez@colliercountyfl.gov>;
NeetVirginia <Virginia.Neet@colliercountyfl.gov>; AshtonHeidi <Heidi.Ashton@colliercountyfl.gov>
Subject: Ad Approval for your review for PL20160002426
Importance: High
Good Morning Mr. Jackson,
Advertisement for: VA-PL20160002426 FPL for the 5/24 HEX.
The public notice ad for Naples Daily is attached for your approval. If you wish to revise any portion
of it (specifically the title), please respond with strike through and underline as to your proposed
revision, which we will forward to the County Attorney for a decision. If you approve the ad, please
reply approved.
If advertisement is approved after COB Today 5/1 , your item may be continued. We apologize for
the short notice, but appreciate your prompt response.
Respectfully,
Jessica Velasco
Operations Coordinator - Zoning Division
2800 North Horseshoe Drive, Naples, FL 34104
Phone: 239-252-2584
NOTE: New Email Address as of 12/09/2017:
Jessica.velasco@colliercountyfl.gov
Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning.
county logo
Exceeding Expectations
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released
in response to a public records request, do not send electronic mail to this entity. Instead, contact this
office by telephone or in writing.
October 26, 2017
Monica Barnes
9250 W Flagler Street
Miami, FL 33174
EMAIL - monica.barnes@fpl.com
RE: Variance PL20160002426 FP&L FIBER NET Fox Fire (Variance)
Dear Ms. Barnes:
The following comments are provided to you regarding the above referenced project. If you have
questions, please contact the appropriate staff member who conducted the review. The project
will retain a "HOLD" status until all comments are satisfied.
The following comments need to be addressed as noted:
Rejected Review: Zoning Review
Reviewed By: Fred Reischl
Email: FredReischl@colliergov.net Phone #: (239) 252-4211
Correction Comment 3:
Please see County Attorney comments:
The North, East, and South setback requests are inaccurate. They need to be reconciled with the
north arrow shown on the site plan, sheet Z2 prepared by APX Engineering Group. Still
outstanding as of 10-2-17
Rejected Review: County Attorney Review
Reviewed By: Heidi Ashton-Cicko
Email: heidiashton@colliergov.net Phone #: (239) 252-8773
Correction Comment 2:
Miscellaneous Corrections: The North, East, and South setback requests are inaccurate. They
need to be reconciled with the north arrow shown on the site plan, sheet Z2 prepared by APX
Engineering Group. Still outstanding as of 10-2-17
The following comments are informational and/or may include stipulations:
Applicants who are converting a paper submittal to E-Permitting must resubmit
complete sets of all plans, signed and sealed, even if they were previously approved
on an earlier review. As a reminder, all documents that are required to be signed
and sealed must be digitally signed and sealed when submitting through our
E-Permitting process. On the cover letter please identify that previous submittals
were done through paper and that this submittal is by E-Permitting. Also,
identification of the changes in cover letter (ex. See note #23 Civil Plan Sheet 4)
improves the efficiency of the resubmittal review.
When addressing review comments, please provide a cover letter outlining your
response to each comment. Include a response to completed reviews with
stipulations.
Please be advised that Sections 10.02.03.H.1, and 10.02.04.B.3.c require that a
re-submittal must be made within 270 days of this letter.
If you have any questions, please contact me at (239) 252-4211 or FredReischl@colliergov.net.
Sincerely,
Fred Reischl
Fred Reischl, AICP
Principal Planner
Growth Management Department