HEX Agenda 03/25/2021AGENDA
COLLIER COUNTY
HEARING EXAMINER
WILL HOLD A HEARING AT 9:00 AM ON THURSDAY, MARCH 25, 2021 IN CONFERENCE ROOMS
609/610 AT THE GROWTH MANAGEMENT DEPARTMENT/PLANNING & REGULATION
BUILDING, 2800 N. HORSESHOE DRIVE, NAPLES, FLORIDA
AS PART OF AN ONGOING INITIATIVE TO PROMOTE SOCIAL DISTANCING DURING THE
COVID-19 PANDEMIC, THE PUBLIC WILL HAVE THE OPPORTUNITY TO PROVIDE PUBLIC
COMMENTS REMOTELY, AS WELL AS IN PERSON, DURING THIS PROCEEDING.
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BEFORE THE MEETING OR THROUGH THE LINK: http://colliercountyfl.iqm2.com/Citizens/default.aspx
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HEARING DETAILING HOW THEY CAN PARTICIPATE REMOTELY IN THIS MEETING. FOR
ADDITIONAL INFORMATION ABOUT THE MEETING, CALL THOMAS CLARKE AT (239)
252-2526 OR EMAIL TO: Thomas.Clarke@CollierCountyFL.gov.
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PRESENTATION AT THE HEARING WILL BECOME A PERMANENT PART OF THE RECORD.
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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
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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. BDE-PL20200001959 - Request for a 8-foot boat dock extension over the
maximum 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code for
waterways greater than 100 feet in width for a total protrusion of 28 feet into a waterway that is 830
feet wide to accommodate a boat dock facility with two boat-lifts, one for a 30-foot vessel and the
other for personal watercraft, located at Lot 13 and the West 1/2 of Griffis Highway between Lots
13 and 14, Isles of Capri No. 1, also known as 4 Pelican Street West, in Section 05, Township 52
South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner]
Commission District 1
B. PETITION NO. PDI-PL20200000231 – Request for an insubstantial change to Ordinance
Number 00-37, as amended, the Olde Cypress Planned Unit Development (PUD), to allow for a
deviation from LDC Section 4.06.02.C which requires a 10-foot Type A Buffer where multi-family
use abuts multi-family use to instead allow a one-foot buffer yard only in the area where the
compactor enclosure and approach apron will be located at 8074 Dancing Wind Lane within the
Amberton Townhomes Development. The subject property is in the southeast portion of the PUD
on the north side of Immokalee Road, approximately 300 feet west of Nursery Lane, in Section 22,
Township 48 South, Range 26 East, Collier County, Florida, consisting of 28.48± acres.
[Coordinator: John Kelly, Senior Planner] Commission District 3
4. OTHER BUSINESS
5. PUBLIC COMMENTS
6. ADJOURN
03/25/2021
COLLIER COUNTY
Collier County Hearing Examiner
Item Number: 3.A
Item Summary: PETITION No. BDE-PL20200001959 - Request for a 8-foot boat dock extension
over the maximum 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code for
waterways greater than 100 feet in width for a total protrusion of 28 feet into a waterway that is 830 feet
wide to accommodate a boat dock facility with two boat-lifts, one for a 30-foot vessel and the other for
personal watercraft, located at Lot 13 and the West 1/2 of Griffis Highway between Lots 13 and 14, Isles
of Capri No. 1, also known as 4 Pelican Street West, in Section 05, Township 52 South, Range 26 East,
Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 1
Meeting Date: 03/25/2021
Prepared by:
Title: Planner – Zoning
Name: John Kelly
03/05/2021 5:37 PM
Submitted by:
Title: Manager - Planning – Zoning
Name: Ray Bellows
03/05/2021 5:37 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 03/06/2021 3:50 AM
Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 03/10/2021 2:15 PM
Zoning Ray Bellows Review Item Completed 03/17/2021 10:28 AM
Zoning Anita Jenkins Review Item Completed 03/17/2021 10:39 AM
Hearing Examiner Andrew Dickman Meeting Pending 03/25/2021 9:00 AM
3.A
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BDE-PL20200001959; 4 Pelican Street West - Senules Page 1 of 8
March 3, 2021
STAFF REPORT
TO: COLLIER COUNTY HEARING EXAMINER
FROM: GROWTH MANAGEMENT DEPARTMENT
ZONING DIVISION- ZONING SERVICES SECTION
HEARING DATE: MARCH 25, 2021
SUBJECT: BDE-PL20200001959, 4 PELICAN STREET WEST - SENULES
_________________________________________________________________________
PROPERTY OWNER: AGENT:
Alexander J. Senules, III Jeff Rogers
and Tina M. Senules Turrell, Hall & Associates, Inc.
75 Pelican Street West 3584 Exchange Ave.
Naples, FL 34113 Naples, FL 34104
REQUESTED ACTION:
The petitioner requests a 8-foot boat dock extension over the maximum 20 feet allowed by Section
5.03.06.E.1 of the Land Development Code for waterways greater than 100 feet in width for a total
protrusion of 28 feet into a waterway that is 830± feet wide to accommodate a boat dock facility
with two boat-lifts, one for a 30-foot vessel and the other for two personal watercraft.
GEOGRAPHIC LOCATION:
The subject property is located at 4 Pelican Street West, on the south side of Pelican Street West,
and is legally described as Lot 13 and the West ½ of Griffis Highway between Lots 13 and 14,
Isles of Capri No 1, as recorded in Plat Book 3, Page 41 of the Public Records of Collier County,
in Section 5, Township 52 South, Range 26 East. Collier County, Florida. (See location map on
the following page)
PURPOSE/DESCRIPTION OF PROJECT:
The petitioner seeks to replace the existing dock facility, approved by petition No. BD-88-10C as
BCC Resolution No. 88-11, that allowed for a 15-foot boat dock extension (total 35-foot
protrusion), with a new 42-foot “L” type boat dock facility comprising two boatlifts with 2-foot
wide catwalks, one on the interior side of the “L” and the second to the east side, to accommodate
a 30-foot vessel and two personal watercraft, with a total dock facility protrusion of 28 feet, as
depicted within the proposed site plan; see Attachment A. The applicant states that the existing
docking facility is not compliant with the State’s aquatic preserve rules and must be removed.
3.A.a
Packet Pg. 4 Attachment: Staff Report BDE-PL20200001959 03032021 post CAO (15219 : PL20200001959 BDE 4 Pelican St W Senules)
BDE-PL20200001959; 4 Pelican Street West - Senules Page 2 of 8
March 3, 2021
3.A.aPacket Pg. 5Attachment: Staff Report BDE-PL20200001959 03032021 post CAO (15219 : PL20200001959 BDE 4 Pelican
BDE-PL20200001959; 4 Pelican Street West - Senules Page 3 of 8
March 3, 2021
SURROUNDING LAND USE & ZONING:
North: Pelican Street West (Right-of-Way) then a single-family dwelling located within a
Residential Single Family-4 (RSF-4) zoning district
South: Big Marco River located within an Agricultural zoning district and within a Special
Treatment Overlay (A-ST)
East: A Single-family dwelling located within a Residential Single Family-4 (RSF-4)
zoning district
West: A Single-family dwelling located within a Residential Single Family-4 (RSF-4)
zoning district
Collier County - GIS
3.A.a
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BDE-PL20200001959; 4 Pelican Street West - Senules Page 4 of 8
March 3, 2021
ENVIRONMENTAL EVALUATION:
Environmental Planning Staff has reviewed this petition and has no objection to the granting of
this request. The property is located adjacent to an ST overlay zone which will require an ST-
permit for the proposed docking facilities prior to issuance of the building permits. The proposed
docking facilities will be constructed waterward of the existing seawalled shoreline. The shoreline
does not contain native vegetation. A submerged resources survey provided by the applicant found
no submerged resources in the area 200 feet beyond the proposed docking facility. Exhibit sheet 6
of 9 provides an aerial with a note stating that no seagrasses were observed within 200 feet. This
project does not require an Environmental Advisory Council Board (EAC) review, because this
project did not meet the EAC scope of land development project reviews as identified in Chapter
2, Article VIII, Division 23, Section 2-1193 of the Collier County Code of Laws and Ordinances.
STAFF ANALYSIS:
In accordance with LDC Section 5.03.06.H., the Collier County Hearing Examiner shall approve,
approve with conditions, or deny a dock facility extension request based on certain criteria. In
order for the Hearing Examiner to approve this request, at least four of the five primary criteria
and four of the six secondary criteria must be met:
Primary Criteria:
1. Whether the number of dock facilities and/or boat slips proposed is appropriate in
relation to the waterfront length, location, upland land use and zoning of the subject
property. Consideration should be made of property on unbridged barrier islands,
where vessels are the primary means of transportation to and from the property.
(The number should be appropriate; typical single-family use should be no more than
two slips; typical multi-family use should be one slip per dwelling unit; in the case of
unbridged barrier island docks, additional slips may be appropriate.)
Criterion met. The property is located within a residential single-family zoning district and
comprises a single boat dock facility with two boatlifts, each establishing a slip; one to
accommodate a 33-foot vessel and the other two personal watercraft. The proposed dock
protrudes 28 feet, dock and vessel combination, from the property line which has been
identified as the most restrictive point per LDC Section 5.03.06.C.1.
2. Whether the water depth at the proposed site is so shallow that a vessel of the general
length, type and draft as that described in the petitioner’s application is unable to
launch or moor at mean low tide (MLT). (The petitioner’s application and survey
should establish that the water depth is too shallow to allow launching and mooring
of the vessel(s) described without an extension.)
The applicant’s agent states:
The reason for this BDE request is due to the existing docking facility not being
compliant with the State DEP’s aquatic preserve rules and must be removed. With the
3.A.a
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BDE-PL20200001959; 4 Pelican Street West - Senules Page 5 of 8
March 3, 2021
newly proposed dock having a new footprint and the addition of the second boatlift
requires the applicant to go through the County BDE process.
The proposed dock design and overall protrusion has been minimized and still provides
safe navigational access to the slips based on the existing on-site conditions and
neighboring docks. The new dock design would make this dock’s protrusion the least
of all the other adjacent neighboring docks.
Criterion not met. Staff does not disagree with the applicant; however, finds that they failed
to specifically address the criterion with respect to water depth. Staff further notes that the
proposed boat dock facility is replacing a facility that was authorized by means of a BDE
to protrude 35 feet from the most restrictive point. Although Attachment A, Sheet 05 of 08
– Cross Section provides MHW and MLW measures it does not depict the draft of a vessel
therefore this criterion has not been satisfied by the applicant.
3. Whether the proposed dock facility may have an adverse impact on navigation within
an adjacent marked or charted navigable channel. (The facility should not intrude
into any marked or charted navigable channel thus impeding vessel traffic in the
channel.)
Criterion met. The proposed boat dock facility will protrude 28 feet into the waterway
which is 7 feet less than the existing dock facility. Additionally, the marked navigational
channel is located south of the subject facility. As proposed, the new dock facility is
consistent with neighboring docks and will not impact navigation within the subject
waterway.
4. Whether the proposed dock facility protrudes no more than 25 percent of the width
of the waterway, and whether a minimum of 50 percent of the waterway width
between dock facilities on either side is maintained for navigability. (The facility
should maintain the required percentages.)
Criterion met. The dock facility is proposed to protrude 28-feet into a waterway that is
approximately 830 feet wide which is approximately 3.37% of the width of said waterway.
5. Whether the proposed location and design of the dock facility is such that the facility
would not interfere with the use of neighboring docks. (The facility should not
interfere with the use of legally permitted neighboring docks.)
Criterion met. The dock is proposed to maintain required setbacks from the riparian lines,
there are no recognized impediments to the navigation of neighboring docked vessels.
Secondary Criteria:
1. Whether there are special conditions not involving water depth, related to the subject
property or waterway, which justify the proposed dimensions and location of the
proposed dock facility. (There must be at least one special condition related to the
3.A.a
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March 3, 2021
property; these may include type of shoreline reinforcement, shoreline configuration,
mangrove growth, or seagrass beds.)
The applicant’s agent states:
The existing docking facility was approved under BD-88-10C but again was not
compliant with state regulations and therefore needs to be re-designed to become
compliant. Shallow water depths maintain the need for the requested extension beyond
the normal allowed protrusion.
Criterion met. Staff has obtained a copy of BCC Resolution 88-11 and can verify that said
BD petition allowed for a 15-foot protrusion in excess of the allowable 20-foot protrusion
for a total protrusion of 35 feet. Additionally, Staff has obtained a copy of the original
building permit, Permit No. 88-5055, which is consistent with the aforementioned
Resolution. Staff finds that although not specifically addressed by the applicant that the
previously approved BD petition serves as a unique characteristic as does the fact that this
property is located on State aquatic preserve. Additionally, the applicant intends to replace
an existing seawall which requires removal of the existing dock facility.
2. Whether the proposed dock facility would allow reasonable, safe access to the vessel
for loading/unloading and routine maintenance, without the use of excessive deck
area not directly related to these functions. (The facility should not use excessive deck
area.
Criterion met. The proposed boat dock facility is only 4-feet in width which the applicant
contends is sufficient to comply with state regulations and provides sufficient area to allow
for safe access to the vessel and personal watercraft.
3. For single-family dock facilities, whether the length of the vessel, or vessels in
combination, described by the petitioner, exceeds 50 percent of the subject property’s
linear waterfront footage. (The applicable maximum percentage should be
maintained.)
Criterion met. As depicted within the Map of Specific Purpose Survey that is contained
within Attachment A the subject property has 125 feet of waterfront. The proposed boat
dock facility plans and application demonstrate the boat dock facility will be used to dock
a 30-foot vessel (LOA) and two personal watercraft each measuring 12 f eet long. Staff
finds that the vessels in combination will measure 54 feet in length which equates to 43.2%
of the available waterfront footage.
4. Whether the proposed facility would have a major impact on the waterfront view of
neighboring property owners. (The facility should not have a major impact on the
view of a neighboring property owner.)
The applicant’s agent states:
3.A.a
Packet Pg. 9 Attachment: Staff Report BDE-PL20200001959 03032021 post CAO (15219 : PL20200001959 BDE 4 Pelican St W Senules)
BDE-PL20200001959; 4 Pelican Street West - Senules Page 7 of 8
March 3, 2021
There is an existing dock with one boatlift on-site. As proposed the new dock will
impact views less than the existing adjacent docking facilities as the proposed dock has
less protrusion and the overall area of over-water structure than the other docks.
Therefore, no new impacts to neighboring property views of the waterway will result
from the proposed project.
Criterion met. Staff agrees and further notes that the proposed boat dock facility satisfies
LDC setback requirements from the riparian lines.
5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass
beds are present, compliance with subsection 5.03.06.J of the LDC must be
demonstrated.)
Criterion met. The submerged resources survey reveals no seagrass beds are located within
200 feet of the proposed dock facility, there will be no impact to seagrass beds.
6. Whether the proposed dock facility is subject to the manatee protection requirements
of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section
5.03.06(E)(11) must be demonstrated.
Criterion is not applicable. The provisions of the Collier County Manatee Protection Plan
do not apply to individual docks behind individual residences.
Staff analysis finds this request complies with four of five of the Primary Criteria and five of the
six Secondary Criteria with the one being not applicable.
CONCURRENT LAND USE APPLICATIONS:
There are no concurrent land use applications under review at the present time
APPEAL OF BOAT DOCK EXTENSION TO BOARD OF COUNTY COMMISSIONERS:
As to any boat dock extension petition upon which the Hearing Examiner takes action, an
aggrieved petitioner, or adversely affected property owner, may appeal such final action to the
Board of County Commissioners. Such appeal shall be filed with the Growth Management
Department Administrator within 30 days of the Decision by the Hearing Examiner. In the event
that the petition has been approved by the Hearing Examiner, the applicant shall be advised that
he/she proceeds with construction at his/her own risk during this 30-day period.
STAFF RECOMMENDATION:
Based on the above findings, staff recommends that the Hearing Examiner APPROVE Petition
BDE- PL20200001959, with the condition that an ST permit must be sought and approved prior
to the issuance of any permits to construct the subject dock facility, in accord with the following
documents contained within Attachment A: Proposed Dock Dimensions – Sheet 03 of 09.
3.A.a
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BDE-PL20200001959; 4 Pelican Street West - Senules Page 8 of 8
March 3, 2021
Attachments:
A) Proposed Dock Plans
B) Site Survey
C) Public Hearing Sign Posting
D) Prior BD Resolution 88-11
E) Copy Permit 88-5055
F) Applicant’s Backup; application and supporting documents
3.A.a
Packet Pg. 11 Attachment: Staff Report BDE-PL20200001959 03032021 post CAO (15219 : PL20200001959 BDE 4 Pelican St W Senules)
STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 25.976591<> LONGITUDE:W -81.731142SITE ADDRESS:<> 4 PELICAN ST WNAPLES, FL 34113Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg LOCATION 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WLOCATION MAP52----12-31-20----JR----PAGES 03-05----01 OF 09COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.bPacket Pg. 12Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
-7.7-6.6-11.0-9.5-9.6-9.7-9.9-10.0-7.7-7.8-7.9-5.4-5.3-5.3-5.8-4.8-4.5-4.5-3.6-3.1-2.2-2.6-2.6-2.6-3.4-3.1-3.7-3.9-4.2-4.2-4.6-6.5-6.8-7.2-6.2-5.7-9.3-9.7-10.0-9.3-7.4-6.2-5.0-3.2-2.4-1.7-1.7-2.9-3.6-4.2-3.7-3.2-2.7-2.9-6.0-4.5-6.0-4.2-4.2-3.8-4.3-4.7-3.3-4.0-7.6-7.7-5.8-5.9-7.6-7.4-10.7-5.0-9.7NESW0173366SCALE IN FEETSITE ADDRESS:,4 PELICAN ST WNAPLESFL34113Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg EX AERIAL 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WEXISTING CONDITIONS52-------------------02 OF 09·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COURT GREGORY SURVEYING, INC."05-14-19-1.60'+0.43'125'794830'125'145'
145'125'EXISTINGDOCKDEPTHSREFERENCEDTO MLW31'40'3.A.bPacket Pg. 13Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg 2/16/2021NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg PROP DOCK 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WPROPOSED DOCK DIMENSIONS52RMJ---12-31-2002-15-21---JRJR---REVISED DOCKREV. NOTES & DIM---03 OF 09·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:RIPARIANLINERIPARIAN LINESETBACKRIPARIANLINERIPARIAN LINESETBACKJETSKILIFTEXISTINGSEAWALLPROPERTYBOUNDARYSITE ADDRESS:,4 PELICAN ST WNAPLESFL34113 BOAT LIFTFIXEDDOCK32'4'28'
11'14'14'14'
25'
4'2' CATWALKAA05BIG MARCO RIVERPROPOSEDSEAWALL25'51'30'"COURT GREGORY SURVEYING, INC."05-14-19-1.60'+0.43'125'794830'23223228'3.A.bPacket Pg. 14Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
-7.7-6.6-11.0-9.5-9.6-9.7-9.9-10.0-7.7-7.8-7.9-5.4-5.3-5.3-5.8-4.8-4.5-4.5-3.6-3.1-2.2-2.6-2.6-2.6-3.4-3.1-3.7-3.9-4.2-4.2-4.6-6.5-6.8-7.2-6.2-5.7-9.3-9.7-10.0-9.3-7.4-6.2-5.0-3.2-2.4-1.7-1.7-2.9-3.6-4.2-3.7-3.2-2.7-2.9-6.0-4.5-6.0-4.2-4.2-3.8-4.3-4.7-3.3-4.0-7.6-7.7-5.8-5.9-7.6-7.4-10.7-5.0-9.7P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg 2/16/2021NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg PROP DOCK DEPTHS 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WPROPOSED DOCK DEPTHS52RMJ---12-31-2002-15-21---JRJR---REVISED DOCKREV. NOTE---04 OF 09RIPARIANLINERIPARIAN LINESETBACKRIPARIANLINERIPARIAN LINESETBACKJETSKILIFT(11'x14')EXISTINGSEAWALLPROPERTYBOUNDARYSITE ADDRESS:,4 PELICAN ST WNAPLESFL34113FIXEDDOCKBIG MARCO RIVER14'x14' BOATLIFTPROPOSEDSEAWALL·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:"COURT GREGORY SURVEYING, INC."05-14-19-1.60'+0.43'125'794830'23223228'3.A.bPacket Pg. 15Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
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8 P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg 2/16/20210248SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg SECTIONS 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WCROSS SECTION52----12-31-20----JR----REVISED DOCK----05 OF 09FIXEDDOCKBIG MARCO RIVERFIXEDDOCK14' BOAT LIFTMHW = +0.43' NAVDMLW =-1.60' NAVD4'28' PROTRUSION FROMPROPERTY LINEALL PILES TO BEWRAPPED FROM 12"ABOVE MHWL TO 6"BELOW SUBSTRATE36"EXISTINGSEAWALLPROPOSEDSEAWALLSTRINGERCAP TIMBER3.A.bPacket Pg. 16Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg SUBMERGED 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WSUBMERGED RESOURCE SURVEY52-------------------06 OF 09TYPICAL DIVE TRANSECT200'200'10'NO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECTTRANSECTPROPERTYBOUNDARY3.A.bPacket Pg. 17Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg ADJ DOCKS 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WADJACENT DOCKS52-------------------07 OF 09PROPERTYBOUNDARY33'
30'34'
51'
49'
49'
62'
67'
55'28'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.3.A.bPacket Pg. 18Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg ST OVERLAYU 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WST OVERLAY52-------------------08 OF 09PROPERTYBOUNDARYPROPOSEDDOCKSTOVERLAY3.A.bPacket Pg. 19Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg WOW 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WWIDTH OF WATERWAY52-------------------09 OF 09PROPERTYBOUNDARYPROPOSEDDOCK830'3.A.bPacket Pg. 20Attachment: Attachment A - Proposed Dock Plans (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.cPacket Pg. 21Attachment: Attachment B - Site Survey (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.cPacket Pg. 22Attachment: Attachment B - Site Survey (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.dPacket Pg. 23Attachment: Attachment C - Sign Posting (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.dPacket Pg. 24Attachment: Attachment C - Sign Posting (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.e
Packet Pg. 25 Attachment: Attachment D - Resolution 88-11 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.e
Packet Pg. 26 Attachment: Attachment D - Resolution 88-11 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.e
Packet Pg. 27 Attachment: Attachment D - Resolution 88-11 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.e
Packet Pg. 28 Attachment: Attachment D - Resolution 88-11 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.e
Packet Pg. 29 Attachment: Attachment D - Resolution 88-11 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 30Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 31Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 32Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 33Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 34Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 35Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 36Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.fPacket Pg. 37Attachment: Attachment E - Permit 88-5055 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
May 8, 2018 Page 1 of 6
DOCK FACILITY EXTENSION OR BOATHOUSE ESTABLISHMENT PETITION
LDC Section 5.03.06
Ch. 3 B. of the Administrative Code
THIS PETITION IS FOR (check one): DOCK EXTENSION BOATHOUSE
PROJECT NUMBER
PROJECT NAME
DATE PROCESSED
APPLICANT INFORMATION
Name of Property Owner(s): ______________________________________________________
Name of Applicant if different than owner: _________________________________________
Address: _______________________________City: ___________ State: ________ ZIP: ______
Telephone: ___________________ Cell: ______________________ Fax: __________________
E-Mail Address: ________________________________________________________________
Name of Agent(s): ______________________________________________________________
Firm: _________________________________________________________________________
Address: _______________________________City: ___________ State: ________ ZIP: ______
Telephone: ___________________ Cell: ______________________ Fax: __________________
E-Mail Address: ________________________________________________________________
PROPERTY LOCATION
Section/Township/Range: / / Property I.D. Number: __________________
Subdivision: _____________________________________Unit: Lot: Block:
Address/ General Location of Subject Property:
_____________________________________________________________________________
Current Zoning and Land use of Subject Property:
_____________________________________________________________________________
To be completed by staff
3.A.g
Packet Pg. 38 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
May 8, 2018 Page 2 of 6
BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF
ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS.
ADJACENT ZONING AND LAND USE
Zoning Land Use
N
S
E
W
DESCRIPTION OF PROJECT
Narrative description of project (indicate extent of work, new dock, replacement, addition to existing
facility, any other pertinent information):
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
SITE INFORMATION
1. Waterway Width:
_______ ft. Measurement from plat survey visual estimate
other (specify)
2. Total Property Water Frontage:
_______ ft.
3. Setbacks:
Provided: _______ ft.
Required: _______ ft.
4. Total Protrusion of Proposed Facility into Water:
_______ ft.
5. Number and Length of Vessels to use Facility:
1. _______ ft.
2. _______ ft.
6. List any additional dock facilities in close proximity to the subject property and indicate
the total protrusion into the waterway of each:
__________________________________________________________________________________
__________________________________________________________________________________
7. Signs are required to be posted for all petitions. On properties that are 1 acre or larger in
size, the applicant shall be responsible for erecting the required sign. What is the size of
the petitioned property? _______ Acres
3.A.g
Packet Pg. 39 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
May 8, 2018 Page 3 of 6
8. 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? Yes No If yes, please provide copies.
PRIMARY CRITERIA
The following criteria, pursuant to LDC section 5.03.06, shall be used as a guide by staff in
determining its recommendation to the Office of the Hearing Examiner. The Hearing Examiner
will utilize the following criteria as a guide in the decision to approve or deny a particular Dock
Extension request. In order for the Hearing Examiner to approve the request, it must be
determined that at least 4 of the 5 primary criteria, and at least 4 of the 6 secondary criteria,
must be met. On separate sheets, please provide a narrative response to the listed criteria
and/or questions.
1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in relation to
the waterfront length, location, upland land use, and zoning of the subject property; consideration
should be made of property on unbridged barrier islands, where vessels are the primary means of
transportation to and from the property. (The number should be appropriate; typical, single-family
use should be no more than two slips; typical multi-family use should be one slip per dwelling unit; in
the case of unbridged barrier island docks, additional slips may be appropriate.)
2. Whether or not the water depth at the proposed site is so shallow that a vessel of the general length,
type, and draft as that described in the petitioner’s application is unable to launch or moor at mean
low tide (MLT). (The petitioner’s application and survey should show that the water depth is too
shallow to allow launch and mooring of the vessel (s) described without an extension.)
3. Whether or not the proposed dock facility may have an adverse impact on navigation within an
adjacent marked or charted navigable channel. (The facility should not intrude into any marked or
charted navigable channel thus impeding vessel traffic in the channel.)
4. Whether or not the proposed dock facility protrudes no more than 25 percent of the width of the
waterway, and whether or not a minimum of 50 percent of the waterway width between dock
facilities on either side of the waterway is maintained for navigability. (The facility should maintain
the required percentages.)
5. Whether or not the proposed location and design of the dock facility is such that the facility would
not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally
permitted neighboring docks.)
3.A.g
Packet Pg. 40 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
May 8, 2018 Page 4 of 6
SECONDARY CRITERIA
1. Whether or not there are special conditions, not involving water depth, related to the subject
property or waterway, which justify the proposed dimensions and location of the proposed dock
facility. (There must be at least one special condition related to the property; these may include type
of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.)
2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for
loading/unloading and routine maintenance, without the use of excessive deck area not directly
related to these functions. (The facility should not use excessive deck area.)
3. For single-family dock facilities, whether or not the length of the vessel, or vessels in combination,
described by the petitioner exceeds 50 percent of the subject property’s linear waterfront footage.
(The applicable maximum percentage should be maintained.)
4. Whether or not the proposed facility would have a major impact on the waterfront view of
neighboring waterfront property owners. (The facility should not have a major impact on the view of
either property owner.)
5. Whether or not seagrass beds are located within 200 feet of the proposed dock facility. (If seagrass
beds are present, compliance with LDC subsection 5.03.06 I must be demonstrated.)
6. Whether or not the proposed dock facility is subject to the manatee protection requirements of LDC
subsection 5.03.06 E.11. (If applicable, compliance with subsection 5.03.06.E.11 must be
demonstrated.)
3.A.g
Packet Pg. 41 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
May 8, 2018 Page 5 of 6
Pre-Application Meeting and Final Submittal Requirement Checklist for:
Dock Extension
Boathouse
Chapter 3 B. 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) 1
Property Ownership Disclosure Form 1
Signed and Sealed Survey 1
Chart of Site Waterway 1
Site Plan Illustration with the following:
• Lot dimensions;
• Required setbacks for the dock facility;
• Cross section showing relation to MHW/MLW and shoreline
(bank, seawall, or rip-rap revetment);
• Configuration, location, and dimensions of existing and proposed
facility;
• Water depth where proposed dock facility is to be located;
• Distance of navigable channel;
• Illustration of the contour of the property; and
• Illustration of dock facility from both an aerial and side view.
1
Affidavit of Authorization, signed and notarized 1
Completed Addressing Checklist 1
Electronic copy of all required documents
*Please be advised: The Office of the Hearing Examiner requires all
materials to be submitted electronically in PDF format.
1
ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS:
• Following the completion of the review process by County review staff, the applicant shall submit
all materials electronically to the designated project manager.
• Please contact the project manager to confirm the number of additional copies required.
3.A.g
Packet Pg. 42 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
May 8, 2018 Page 6 of 6
PLANNERS – INDICATE IF THE PETITION NEEDS TO BE ROUTED TO THE FOLLOWING REVIEWERS:
Bayshore/Gateway Triangle Redevelopment:
Executive Director Historical Review
Addressing: Annis Moxam Parks and Recreation: David Berra
City of Naples: Robin Singer, Planning Director School District (Residential Components): Amy
Lockheart
Conservancy of SWFL: Nichole Johnson Other:
Emergency Management: Dan Summers; and/or
EMS: Artie Bay Other:
FEE REQUIREMENTS:
Boat Dock Extension Petition: $1,500.00
Estimated Legal Advertising fee for the Office of the Hearing Examiner: $1,125.00
An additional fee for property owner notifications will be billed to the applicant prior to the
Hearing Examiner hearing date.
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
Planning and Regulation
ATTN: Business Center
2800 North Horseshoe Drive
Naples, FL 34104
___________________________________ _____________
Signature of Petitioner or Agent Date
3.A.g
Packet Pg. 43 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
PRIMARY CRITERIA
The following criteria, pursuant to LDC section 5.03.06, shall be used as a guide by staff in
determining its recommendation to the Office of the Hearing Examiner. The Hearing
Examiner will utilize the following criteria as a guide in the decision to approve or deny a
particular Dock Extension request. In order for the Hearing Examiner to approve the
request, it must be determined that at least 4 of the 5 primary criteria, and at least 4 of the
6 secondary criteria, must be met. On separate sheets, please provide a narrative response
to the listed criteria and/or questions.
1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in
relation to the waterfront length, location, upland land use, and zoning of the subject
property; consideration should be made of property on unbridged barrier islands, where
vessels are the primary means of transportation to and from the property. (The number
should be appropriate; typical, single-family use should be no more than two slips;
typical multi-family use should be one slip per dwelling unit; in the case of unbridged
barrier island docks, additional slips may be appropriate.)
The subject property is zoned as a single-family residential property which
warrants no more than 2 slips per the CC-LDC. The proposed project consists of
one dock with two boatlifts to accommodate one vessel up to 30-feet and two PWC.
The proposed dock extends out 28-feet from the plotted property line being the most
restrictive point therefore we are requesting an 8-foot boat dock extension from the
allowed 20-feet.
This criterion is met.
2. Whether or not the water depth at the proposed site is so shallow that a vessel of the
general length, type, and draft as that described in the petitioner’s application is unable to
launch or moor at mean low tide (MLT). (The petitioner’s application and survey should
show that the water depth is too shallow to allow launch and mooring of the vessel (s)
described without an extension.)
The reason for this BDE request is due to the existing docking facility not being
compliant with the State DEP’s aquatic preserve rules and must be removed. With
the newly proposed dock having a new footprint and the addition of the second
boatlift requires the applicant to go through the County BDE process.
The proposed dock design and overall protrusion has been minimized and still
provides safe navigational access to the slips based on the existing on-site conditions
and neighboring docks. The new dock design would make this dock’s protrusion
the least of all the other adjacent neighboring docks.
This criterion is met.
3. Whether or not the proposed dock facility may have an adverse impact on navigation
within an adjacent marked or charted navigable channel. (The facility should not intrude
3.A.g
Packet Pg. 44 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
into any marked or charted navigable channel thus impeding vessel traffic in the
channel.)
The proposed docking facility is consistent with the other docks along the subject
shoreline. As proposed the dock and boatlift will not impact navigation as the
marked channel is located south of the docking facility. As proposed the dock will
not impact navigation within subject waterway.
This criterion is met.
4. Whether or not the proposed dock facility protrudes no more than 25 percent of the width
of the waterway, and whether or not a minimum of 50 percent of the waterway width
between dock facilities on either side of the waterway is maintained for navigability. (The
facility should maintain the required percentages.)
The approximate waterway width is 830-feet wide. The proposed dock protrusion
from the Property Line is 28-feet which is under 3-4% width of the waterway.
This criterion is met.
5. Whether or not the proposed location and design of the dock facility is such that the
facility would not interfere with the use of neighboring docks. (The facility should not
interfere with the use of legally permitted neighboring docks.)
The proposed docking facility originates from the applicant’s upland single-family
residential lot with an existing single-family residence. There is an existing dock to
be replaced and the proposed dock is within the applicant’s riparian area and meets
the required side yard setbacks therefore will not result in any impacts to the
neighboring views.
This criterion is met.
3.A.g
Packet Pg. 45 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
SECONDARY CRITERIA
1. Whether or not there are special conditions, not involving water depth, related to the
subject property or waterway, which justify the proposed dimensions and location of the
proposed dock facility. (There must be at least one special condition related to the
property; these may include type of shoreline reinforcement, shoreline configuration,
mangrove growth, or seagrass beds.)
The existing docking facility was approved under BD-88-10C but again was not
compliant with state regulations and therefore needs to be re-designed to become
compliant. Shallow water depths maintain the need for the requested extension
beyond the normal allowed protrusion.
This criterion is met.
2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for
loading/unloading and routine maintenance, without the use of excessive deck area not
directly related to these functions. (The facility should not use excessive deck area.)
The proposed docking facility has been designed to comply with state regulations
while also providing maximum depth for mooring of vessel and allowing for safe
access to each lift by providing sufficient (but not excessive) decking area.
This criterion is met.
3. For single-family dock facilities, whether or not the length of the vessel, or vessels in
combination, described by the petitioner exceeds 50 percent of the subject property’s
linear waterfront footage. (The applicable maximum percentage should be maintained.)
The existing docking facility has been designed to moor one vessel at 30-feet in
length and 2 personal watercrafts (PWC) on the proposed decked over boatlift.
Therefore, this criterion is not met.
4. Whether or not the proposed facility would have a major impact on the waterfront view
of neighboring waterfront property owners. (The facility should not have a major impact
on the view of either property owner.)
There is an existing dock with one boatlift on-site. As proposed the new dock will
impact views less than the existing adjacent docking facilities as the proposed dock
has less protrusion and the overall area of over-water structure than the other
docks. Therefore, no new impacts to neighboring property views of the waterway
will result from the proposed project.
This criterion is met.
3.A.g
Packet Pg. 46 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
5. Whether or not seagrass beds are located within 200 feet of the proposed dock facility. (If
seagrass beds are present, compliance with LDC subsection 5.03.06 I must be
demonstrated.)
There are no seagrass beds present on the property nor the neighboring properties
within 200’ of the existing dock structure.
This criterion is met.
6. Whether or not the proposed dock facility is subject to the manatee protection
requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection
5.03.06.E.11 must be demonstrated.)
The proposed work is a single-family dock facility and therefore not subject to
Manatee Protection Requirements.
3.A.g
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PL20200001959
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STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 25.976591<> LONGITUDE:W -81.731142SITE ADDRESS:<> 4 PELICAN ST WNAPLES, FL 34113Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg LOCATION 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WLOCATION MAP52----12-31-20----JR----PAGES 03-05----01 OF 09COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.gPacket Pg. 52Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
-7.7-6.6-11.0-9.5-9.6-9.7-9.9-10.0-7.7-7.8-7.9-5.4-5.3-5.3-5.8-4.8-4.5-4.5-3.6-3.1-2.2-2.6-2.6-2.6-3.4-3.1-3.7-3.9-4.2-4.2-4.6-6.5-6.8-7.2-6.2-5.7-9.3-9.7-10.0-9.3-7.4-6.2-5.0-3.2-2.4-1.7-1.7-2.9-3.6-4.2-3.7-3.2-2.7-2.9-6.0-4.5-6.0-4.2-4.2-3.8-4.3-4.7-3.3-4.0-7.6-7.7-5.8-5.9-7.6-7.4-10.7-5.0-9.7NESW0173366SCALE IN FEETSITE ADDRESS:,4 PELICAN ST WNAPLESFL34113Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg EX AERIAL 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WEXISTING CONDITIONS52-------------------02 OF 09·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COURT GREGORY SURVEYING, INC."05-14-19-1.60'+0.43'125'794830'125'145'
145'125'EXISTINGDOCKDEPTHSREFERENCEDTO MLW31'40'3.A.gPacket Pg. 53Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg 2/16/2021NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg PROP DOCK 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WPROPOSED DOCK DIMENSIONS52RMJ---12-31-2002-15-21---JRJR---REVISED DOCKREV. NOTES & DIM---03 OF 09·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:RIPARIANLINERIPARIAN LINESETBACKRIPARIANLINERIPARIAN LINESETBACKJETSKILIFTEXISTINGSEAWALLPROPERTYBOUNDARYSITE ADDRESS:,4 PELICAN ST WNAPLESFL34113 BOAT LIFTFIXEDDOCK32'4'28'
11'14'14'14'
25'
4'2' CATWALKAA05BIG MARCO RIVERPROPOSEDSEAWALL25'51'30'"COURT GREGORY SURVEYING, INC."05-14-19-1.60'+0.43'125'794830'23223228'3.A.gPacket Pg. 54Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
-7.7-6.6-11.0-9.5-9.6-9.7-9.9-10.0-7.7-7.8-7.9-5.4-5.3-5.3-5.8-4.8-4.5-4.5-3.6-3.1-2.2-2.6-2.6-2.6-3.4-3.1-3.7-3.9-4.2-4.2-4.6-6.5-6.8-7.2-6.2-5.7-9.3-9.7-10.0-9.3-7.4-6.2-5.0-3.2-2.4-1.7-1.7-2.9-3.6-4.2-3.7-3.2-2.7-2.9-6.0-4.5-6.0-4.2-4.2-3.8-4.3-4.7-3.3-4.0-7.6-7.7-5.8-5.9-7.6-7.4-10.7-5.0-9.7P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg 2/16/2021NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg PROP DOCK DEPTHS 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WPROPOSED DOCK DEPTHS52RMJ---12-31-2002-15-21---JRJR---REVISED DOCKREV. NOTE---04 OF 09RIPARIANLINERIPARIAN LINESETBACKRIPARIANLINERIPARIAN LINESETBACKJETSKILIFT(11'x14')EXISTINGSEAWALLPROPERTYBOUNDARYSITE ADDRESS:,4 PELICAN ST WNAPLESFL34113FIXEDDOCKBIG MARCO RIVER14'x14' BOATLIFTPROPOSEDSEAWALL·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:"COURT GREGORY SURVEYING, INC."05-14-19-1.60'+0.43'125'794830'23223228'3.A.gPacket Pg. 55Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
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8 P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg 2/16/20210248SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg SECTIONS 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00RMJ526SENULES-4 PELICAN ST WCROSS SECTION52----12-31-20----JR----REVISED DOCK----05 OF 09FIXEDDOCKBIG MARCO RIVERFIXEDDOCK14' BOAT LIFTMHW = +0.43' NAVDMLW =-1.60' NAVD4'28' PROTRUSION FROMPROPERTY LINEALL PILES TO BEWRAPPED FROM 12"ABOVE MHWL TO 6"BELOW SUBSTRATE36"EXISTINGSEAWALLPROPOSEDSEAWALLSTRINGERCAP TIMBER3.A.gPacket Pg. 56Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg SUBMERGED 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WSUBMERGED RESOURCE SURVEY52-------------------06 OF 09TYPICAL DIVE TRANSECT200'200'10'NO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECTTRANSECTPROPERTYBOUNDARY3.A.gPacket Pg. 57Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg ADJ DOCKS 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WADJACENT DOCKS52-------------------07 OF 09PROPERTYBOUNDARY33'
30'34'
51'
49'
49'
62'
67'
55'28'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.3.A.gPacket Pg. 58Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg ST OVERLAYU 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WST OVERLAY52-------------------08 OF 09PROPERTYBOUNDARYPROPOSEDDOCKSTOVERLAY3.A.gPacket Pg. 59Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\19097.00 Senules-4 Pelican St W\CAD\PERMIT-COUNTY\19097-BDE.dwg WOW 2/16/2021THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ10-06-2019097.00-526SENULES-4 PELICAN ST WWIDTH OF WATERWAY52-------------------09 OF 09PROPERTYBOUNDARYPROPOSEDDOCK830'3.A.gPacket Pg. 60Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4
3.A.gPacket Pg. 61Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.gPacket Pg. 62Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.gPacket Pg. 63Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
3.A.gPacket Pg. 64Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
SENULES DOCK
4 PELICAN ST. W
NAPLES, FL 34113
SUBMERGED RESOURCE SURVEY
SEPTEMBER 25, 2020
PREPARED BY:
TURRELL, HALL & ASSOCIATES, INC
3584 EXCHANGE AVENUE, STE B
NAPLES, FL 34104
3.A.g
Packet Pg. 65 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
Senules Dock
Submerged Resource Survey
September 25, 2020
2
1.0 INTRODUCTION
The Senules residence is located at 4 Pelican St. W and can be identified by parcel #52340480008.
The property is bound to the East and West by single family residences, to the South by the Big
Marco River, and to the north by Pelican Street. The property is located at Section 05, Township
52 S, and Range 26 E. The landward portion of the property currently contains a single-family
residence with an existing docking facility and concrete seawall.
Turrell, Hall & Associates was contracted to provide environmental permitting services
pertaining to the proposed dock addition, which includes completion of a Submerged Resource
Survey (SRS). This survey will provide planning and assistance to both the owner(s) and
government agencies reviewing the proposed project. The proposed project consists of replacing
the current dock with a new dock and two boatlifts.
The SRS survey was conducted on September 25th of 2020. Surface conditions consisted of partly
cloudy skies, light to moderate winds out of the southeast, and an air temperature of 90° F. The
tide was high upon our arrival to the site, allowing for observance of all of the bottom lands
within the surveyed area. However, winds, tidal currents, and boat activity both contributed to
slightly choppy conditions and high turbidity in the water column, causing reduced visibility.
High tide at the project site occurred at 8:33 A.M. (2.8 ft.) and low tide occurred at 3:29 P.M. (0.3
ft.). The water temperature was 85° F.
2.0 OBJECTIVE
The objective of the submerged resource survey was to identify and locate any existing
submerged resources within 200’ of the proposed project. The survey provided onsite
environmental information to help determine if the proposed project would impact any existing
submerged resources and if so would assist in reconfiguring the proposed dock in order to
minimize any impacts. The general scope of work performed at the site is summarized below.
• Turrell, Hall & Associates personnel conducted a site visit in order to verify the location
of any submerged resources.
• Turrell, Hall & Associates personnel identified submerged resources at the site (or the lack
there of), estimated the percent coverage, and delineated the approximate limits of any
submerged resources observed.
• Turrell, Hall & Associates personnel delineated limits via a handheld GPS (Garmin Model
76csx).
3.A.g
Packet Pg. 66 Attachment: Attachment F - HEX Back Up Materials-BDEPL20200001959 (15219 : PL20200001959 BDE 4 Pelican St W Senules)
Senules Dock
Submerged Resource Survey
September 25, 2020
3
3.0 METHODOLOGY
Turrell, Hall & Associates biologists intentionally designed the methodology of the Submerged
Resource Survey to cover the entire property shoreline for the proposed dock installation. The
components for this survey included:
● Review of aerial photography of survey area
● Establish survey transects lines overlaid onto aerials
● Physically swim transects, GPS locate limits of submerged resources, and determine
approximate percent of coverage
● Document and photograph all findings
The survey area was evaluated systematically by following the established transects, spaced
approximately 10-feet apart as shown on the attached exhibit. The existing and adjacent docks all
provided numerous reference points for easily identifiable land markers such as dock pilings
which assisted in maintaining position within each transect.
4.0 RESULTS
The substrate found within the surveyed area consists of 1 distinct classification: sand with a high
volume of shell debris. This substrate was found throughout the entire surveyed area. The
shoreline consists of a concrete seawall with piles and an existing docking facility which supports
a variety of fish as well as sessile and motile invertebrates such as barnacles and mud crabs. Some
of the old dock piles and seawall panels carried historic fragments or remains of oysters, but no
live individuals were observed. Algae was observed covering parts of the submerged riprap but
was not observed in the underlying substrate. The majority of the project site was devoid of
vegetative growth, presumably because of a combination of shallow depths, high wave action
and volatile tidal currents. Such conditions also create highly turbid waters, reducing penetration
of the water column by sunlight. A list of observed species can be seen below in Table 1.
Table 1 – Observed fish species
Common Name Scientific Name
Striped Mullet Mugil cephalus
Grey Snapper Lutjanus griseus
Sheepshead Archosargus probatocephalus
Crevalle Jack Caranx hippos
Barnacle Amphibalanus spp.
Mud Crab Panopius herbstii
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Senules Dock
Submerged Resource Survey
September 25, 2020
4
5.0 CONCLUSIONS
The submerged resource survey conducted at the project site yielded few findings at best.
Barnacles, mud crabs, and historic indicators of oysters could be seen on the seawall and dock
piles. Algae was observed on parts of the rip-rap, but nowhere else around the project site.
Seagrasses were not observed anywhere near the project site. All fish species were observed
swimming in and around the existing docking facility.
Negative impacts to submerged resources are not expected with the proposed project.
EXISTING DOCK ALONG MARCO RIVER SAND AND SHELL BOTTOM SEDIMENT
SEDIMENT ON-SITE SHEEPSHEAD AND SNAPPER
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3.A.h
Packet Pg. 69 Attachment: Hybrid Virtual Quasi-Judicial Public Hearing Waiver (15219 : PL20200001959 BDE 4 Pelican St W Senules)
03/25/2021
COLLIER COUNTY
Collier County Hearing Examiner
Item Number: 3.B
Item Summary: PETITION NO. PDI-PL20200000231 – Request for an insubstantial change to
Ordinance Number 00-37, as amended, the Olde Cypress Planned Unit Development (PUD), to allow for
a deviation from LDC Section 4.06.02.C which requires a 10-foot Type A Buffer where multi-family use
abuts multi-family use to instead allow a one-foot buffer yard only in the area where the compactor
enclosure and approach apron will be located at 8074 Dancing Wind Lane within the Amberton
Townhomes Development. The subject property is in the southeast portion of the PUD on the north side
of Immokalee Road, approximately 300 feet west of Nursery Lane, in Section 22, Township 48 South,
Range 26 East, Collier County, Florida, consisting of 28.48± acres. [Coordinator: John Kelly, Senior
Planner] Commission District 3
Meeting Date: 03/25/2021
Prepared by:
Title: Planner – Zoning
Name: John Kelly
03/05/2021 5:25 PM
Submitted by:
Title: Manager - Planning – Zoning
Name: Ray Bellows
03/05/2021 5:25 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 03/06/2021 3:59 AM
Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 03/10/2021 2:15 PM
Zoning Ray Bellows Review Item Completed 03/17/2021 10:06 AM
Zoning Anita Jenkins Review Item Completed 03/17/2021 10:41 AM
Hearing Examiner Andrew Dickman Meeting Pending 03/25/2021 9:00 AM
3.B
Packet Pg. 70
PDI-PL20200000231 Olde Cypress PUD-Amberton Page 1 of 8
March 4, 2021
STAFF REPORT
TO: COLLIER COUNTY HEARING EXAMINER
FROM: GROWTH MANAGEMENT DEPARTMENT
ZONING DIVISION – ZONING SERVICES SECTION
HEARING DATE: MARCH 25, 2021
SUBJECT: PDI-PL20180002894; OLDE CYPRESS PUD-AMBERTON COMPACTOR
OWNER/APPLICANT: AGENT:
TEG Amberton, LLC; Russell Ottenberg
TEG Amberton MLA, LLC; Planeng, Inc.
TEG Amberton MSR, LLC; 3737 Lake Joyce Dr.
TEG Amberton MVP, LLC; and Land O Lakes, FL 34639
TEG Amberton WAV, LLC
920 N. Shadeland Ave., Suite G1
Indianapolis, IN 46219
REQUESTED ACTION:
The petitioner requests that the Hearing Examiner approve an insubstantial change to Ordinance
Number 00-37, as amended, the Olde Cypress Planned Unit Development (PUD), to allow for a
deviation from LDC Section 4.06.02.C which requires a 10-foot Type A Buffer where multi-family
use abuts multi-family use to instead allow a one-foot buffer yard only in the area where the
compacter enclosure and approach apron will be located at 8074 Dancing Wind Lane within the
Amberton Townhomes Development.
GEOGRAPHIC LOCATION:
The subject property is located in the southeast portion of the Olde Cypress PUD on the north side
of Immokalee Road, approximately 300 feet west of Nursery Lane, in Section 22, Township 48
South, Range 26 East, Collier County, Florida, consisting of 28.48± acres. (see location map on
following page)
3.B.a
Packet Pg. 71 Attachment: PDI-PL20200000231 Staff Report 03042021 post CAO (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
PDI-PL20200000231 Olde Cypress PUD-Amberton Page 2 of 8
March 4, 2021
3.B.aPacket Pg. 72Attachment: PDI-PL20200000231 Staff Report 03042021 post CAO (15218 : PL20200000231 PDI Olde
PDI-PL20200000231 Olde Cypress PUD-Amberton Page 3 of 8
March 4, 2021
PURPOSE AND DESCRIPTION OF PROJECT:
The Amberton Townhomes development, formerly known as Indian Lakes, comprises 28.69 acres
and 306 residential dwelling; it is part of the much larger Olde Cypress PUD and was completed
in 2016. Subsequent to the completion of the development residents have experienced interactions
with bears that are foraging for food from the trash containers that are placed outside of the units
for scheduled solid waste collection. The presence of such bears within the development presents
a health, safety, and welfare hazard to the residents; said bears are indigenous to the area. In an
effort to mitigate exposure to bears the owners of Amberton Townhomes commissioned the design
and permitting of a trash compactor/enclosure area in July of 2018; civil construction plans were
filed with the County by means of the Site Development Plan Amendment process; specifically,
SDPA-PL20180003559, approved on April 4, 2019. A Building Permit, No. PRBD20190834669
was subsequently issued on October 11, 2019 for new construction of the compactor enclosure,
recycle enclosure, and bulk storage enclosure at the subject location. Construction commenced
shortly thereafter and proceeded until The Fairway Preserve Condominium Association notified
the contractor for the compactor enclosure in November of 2019 that a portion of the footings for
the enclosure encroached upon their property. Re-surveying the property verified that the survey
upon which the civil site plans were based was in error; the County was notified and rescinded
their previously issued approvals. Discussions were held with the County. Subsequent discussions
with the County revealed another issue; there is a required landscape buffer along the western
property line of the Amberton Townhomes development where the compactor was located that
was not previously addressed. The buffer would have precluded placing the compactor enclosure
where it was originally located regardless of the survey error. The Amberton Townhomes
development was re-evaluated to determine if there were any other locations that could support
the enclosures; unfortunately, there are no other areas that have sufficient space to accommodate
the compactor enclosure, accessibility by the solid waste trucks, space for a pull off area by
residents, and was convenient. It is the therefore the intent of the subject PDI to reduce the required
10-foot buffer requirement to one-foot in the immediate vicinity of the subject compactor
enclosure, to allow said compactor to be constructed as it was in the original design, which is
within 12 feet of the rear of the southernmost townhome to the east. The compactor enclosure is
to be architecturally finished to match the existing Amberton townhomes. At present, bears
continue to visit the development and continue to present a health and safety hazard within the
community.
[Remainder of page left blank]
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PDI-PL20200000231 Olde Cypress PUD-Amberton Page 4 of 8
March 4, 2021
SURROUNDING LAND USE AND ZONING:
This section of the staff report identifies the land uses and zoning classifications for properties
surrounding the boundaries of the subject property:
North: Landscape buffer area within the Amberton development, Olde Cypress PUD
East: Parking/carport area then multi-family residential within the Fairway Preserve
development, Olde Cypress PUD
South: Dancing Wind Lane (Right-of-Way) within the Amberton development, Olde Cypress
PUD
West: Multi-family residential within Amberton development, Olde Cypress PUD
Submitted by Planeng, Inc.
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PDI-PL20200000231 Olde Cypress PUD-Amberton Page 5 of 8
March 4, 2021
STAFF ANALYSIS:
The applicant is seeking 1 deviation regarding landscape buffers. See Deviation Discussion below.
Comprehensive Planning: Olde Cypress PDI - Amberton Townhomes is a neighborhood within
Olde Cypress and is approximately 28.69 acres and is identified as Urban Designation, Urban
Mixed Use District, Urban Residential Subdistrict on the Future Land Use Map (FLUM) of the
Growth Management Plan (GMP). The subject site is zoned Olde Cypress PUD Zoning District.
FLUE Objective 7 and Relevant Policies:
Given the nature of this petition and the minor changes proposed (no changes in permitted uses,
densities, or intensities), staff is of the opinion that a re-evaluation of FLUE policies under
Objective 7 (pertaining to access, interconnections, walkability, etc.) is not necessary.
Based upon the above analysis, staff concludes the proposed Planned Unit Development
Amendment of Insubstantial Changes may be deemed consistent with the Future Land Use
Element (FLUE).
Conservation and Coastal Management Element (CCME): Environmental review staff has found
this project to be consistent with the Conservation & Coastal Management Element (CCME). The
proposal is consistent with the CCME.
Environmental Review: Environmental Planning staff has reviewed this petition. The existing
preserve areas will not be impacted by the proposed petition. This project does not require
Environmental Advisory Council (EAC) review, as this project did not meet the EAC scope of
land development project reviews as identified in Section 2-1193 of the Collier County Codes of
Laws and Ordinances
Transportation Element: Transportation Planning staff has reviewed the project and found no
impacts.
CONCURRENT LAND USE APPLICATIONS:
There are no concurrent land use applications under review at the present time.
PLANNED UNIT DEVELOPENT INSUBSTANTIAL CHANGE CRITERIA:
There are three types of changes to a PUD Ordinance: Substantial, Insubstantial, and Minor. An
insubstantial change includes any change that is not considered a substantial or minor change. An
insubstantial change to an approved PUD Ordinance shall be based upon an evaluation of LDC
subsection 10.02.13 E.1.
LDC Section 10.02.13.E.1 Criteria:
a. Is there a proposed change in the boundary of the Planned Unit Development (PUD)?
No, there is no proposed change in the boundary of the PUD.
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March 4, 2021
b. Is there a proposed increase in the total number of dwelling units or intensity of land
use or height of buildings within the development?
No, there is no proposed increase in the number of dwelling units or intensity of land use
or height of buildings within the development.
c. Is there a proposed decrease in preservation, conservation, recreation, or open space
areas within the development in excess of five percent (5%) of the total acreage
previously designated as such, or five (5) acres in area?
No, there is no proposed decrease in preservation, conservation, recreation, or open space
areas in excess of five percent of the total acreage previously designated as such or five
acres in area within the PUD which comprises 538.1±acres.
d. Is there a proposed increase in the size of areas used for non-residential uses, to
include institutional, commercial and industrial land uses (excluding preservation,
conservation or open space), or a proposed relocation of nonresidential land uses?
No, there is no increase to the size of areas used for non-residential uses and no relocation
of non-residential uses proposed.
e. Is there a substantial increase in the impacts of the development which may include,
but are not limited to increases in traffic generation; changes in traffic circulation; or
impacts on other public facilities?
No, there are no substantial impacts resulting from this PUD Amendment.
f. Will the change result in land use activities that generate a higher level of vehicular
traffic based upon the Trip Generation Manual published by the Institute of
Transportation Engineers?
No additional dwelling units are proposed; therefore, the proposed PUD Amendment
would not result in land use activities that generate higher levels of vehicular traffic based
upon the Trip Generation Manual published by the Institute of Transportation Engineers.
g. Will the change result in a requirement for increased stormwater retention, or
otherwise increase stormwater discharge?
No, adequate area exists on site for stormwater retention and no change to the approved
discharge rate is proposed; therefore, the proposed change will not impact or increase
stormwater retention or increase stormwater discharge.
h. Will the proposed change bring about a relationship to an abutting land use that
would be incompatible with an adjacent land use?
No. There will be no incompatible relationships with abutting land uses.
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March 4, 2021
i. Are there any modifications to the PUD Master Plan or PUD Document or
amendment to a PUD ordinance which is inconsistent with the Future Land Use
Element or other elements of the Growth Management Plan or which modification
would increase the density of intensity of the permitted land uses?
No. Staff from Comprehensive Planning staff determined the proposed changes to the
PUD Document are consistent with the FLUE of the GMP. Both environmental and
Transportation Planning staff reviewed this petition, and no changes to the PUD Document
are proposed that would be deemed inconsistent with the CCME or the Transportation
Element of the GMP. This petition does not propose any increase in density or intensity of
the permitted land uses.
j. The proposed change is to a PUD District designated as a Development of Regional
Impact (DRI) and approved pursuant to Chapter 380.06, Florida Statues, where such
change requires a determination and public hearing by Collier County pursuant to
Sec. 380.06 (19), F.S. Any change that meets the criterion of Sec. 380.06 (19)(e)2., F.S.,
and any changes to a DRI/PUD Master Plan that clearly do not create a substantial
deviation shall be reviewed and approved by Collier County under Section 10.02.13
of the LDC.
The subject PUD is not a DRI.
k. Are there any modifications to the PUD Master Plan or PUD Document or
amendment to a PUD ordinance which impact(s) any consideration deemed to be a
substantial modification as described under Section(s) 10.02.13 E.?
Based upon the analysis provided above, the proposed change is not deemed to be
substantial.
LDC Section 10.02.13.E.2 Criteria:
Does this petition change the analysis of the findings and criteria used for the
original application? (PUD and Rezone Findings are attached to this Staff Report as
Attachment B.)
No, the proposed changes do not affect the original analysis and findings for the original
application.
DEVIATION DISCUSSION:
The petitioner is seeking one deviation from the landscape buffers requirements of the LDC. The
petitioner’s justification and staff analysis/recommendation are outlined below.
Proposed Deviation A
Deviation A seeks relief from LDC Sec. 4.06.02.C, which requires a 10’ Type A buffer
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March 4, 2021
where multi-family use abuts multi-family use to instead allow a 1’ buffer yard, however,
only in the area where the compactor enclosure and approach apron will be located.
[Enhanced plantings will be included to mitigate the reduction in buffer width. These
plantings will consist of four (4) Autograph Plants (Clusea rosea), a minimum of 5’ high
at planting, planted at 5’-0” on center.]
Petitioner’s Justification:
The proposed compactor enclosure is connected to and in a limited way extends the
infrastructure of Dancing Wind Lane. The proposed compactor enclosure is not truly “new
development”, but rather necessary appurtenant infrastructure to address a current health,
safety and welfare issue caused by bears foraging for food.
Staff Analysis and Recommendation:
Due to the increased chance of bear encounters without the compactor and without an
alternative location for the compactor, staff recommends approval, finding that, in
compliance with LDC section 10.02.13.A.3., the petitioner has demonstrated that “the
element may be waived without detrimental effect on the health, safety and welfare of the
community” and LDC section 10.02.13.B.5.h the petitioner has demonstrated that the
deviation is “justified as meeting public purposes to a degree at least equivalent to literal
application of such regulations.”
NEIGHBORHOOD INFORMATION MEETING (NIM):
LDC Section 10.03.06.H.2.a states that a NIM is required for PDI petitions; however, upon written
request by the applicant, the Hearing Examiner has the discretion to waive the NIM after the first
set of review comments have been issued. Such a written request was presented to the Hearing
Examiner and the NIM waiver was granted on November 10, 2020 with the condition that if any
opposition occurs between the granting of the waiver and the public hearing said hearing may be
rescheduled and the waiver rescinded.
RECOMMENDATION:
Staff recommends that the Collier County Hearing Examiner approve Petition PDI-
PL20200000231.
Attachments:
A) Proposed Deviation and Plans
B) Original PUD Findings PUD-99-18(1)
C) NIM Waiver e-mail
D) Application and Back-up Material
3.B.a
Packet Pg. 78 Attachment: PDI-PL20200000231 Staff Report 03042021 post CAO (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
Olde Cypress PUD – PDI-PL20200000231 3/5/2021 Page 1 of 1
PROPOSED TEXT CHANGES TO OLDE CYPRESS PUD ORD. NO. 2000-37, AS AMENDED
SECTION IX
GENERAL DEVELOPMENT COMMITMENTS
9.14 DEVIATIONS
A. Deviation from LDC Sec. 4.06.02.C, which requires a 10-foot Type A buffer where
multi-family use abuts multi-family use to instead allow a 1-foot buffer yard, however, only in the
area where the compactor enclosure and approach apron will be located. [Enhanced plantings will
be included to mitigate the reduction in buffer width. These plantings will consist of four (4)
Autograph Plants (Clusea rosea), a minimum of 5 feet high at planting, planted at 5 feet on center.
SEE EXHIBIT SP-2]
Words struck through are deleted; words underlined are added.
3.B.b
Packet Pg. 79 Attachment: Attachment A - Proposed Deviation and Plans (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.b
Packet Pg. 80 Attachment: Attachment A - Proposed Deviation and Plans (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
PROJECT AREARevisionsScaleNTS8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432(Amberton Townhomes Compactor)
NORTH 1, 7-22-20, Revised per Collier Countystaff review comments.2, 11-23-20, Revised per Collier Countystaff review comments.3, 1-5-20, Revised per Collier County staffreview comments.SP1Sheet No.2018-0130NAPres PUDi Plan SP1.dwg Plan DescriptionPUDInsubstantialChange SitePlan2/8/2021CAD date Reviewed byJMG, RMODateOlde Cypress PUD
3.B.bPacket Pg. 81Attachment: Attachment A - Proposed Deviation and Plans (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
RAMPHC Accessible Drop-Off AreaProposed concrete sidewalkExisting power poleDANCING
W
IND LANEE X I S T I N G T O W N H O M E SE X I S T I N G C L U B H O U S EOverall Property Area:28.69 acres (M.O.L.)Proposed Building Area:Proposed Project Area:2,753 s.f. (0.07 Ac.)0 sq.ft.Parcel ID Numbers:00188960004 & 00190040006 & 00188000003Existing / Proposed Use:TownhomesFlood Zone:X(Per FEMA FIRM map, Community Panel Number 12101 C 0426 F, revised 9/26/2014)Existing Zoning:P.U.D.SITE DATA TABLENOTES:1. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BEREMOVED FROM THE SITE Al\D SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BETHE RESPONSIBILITY OF THE PROPERTY OWNER.2. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIALAND FOR THE \1AINTEANCE OF THE REQUIRED IRRIGATION SYSTEM.3. THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OFTHE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE PREVIOUSLY APPROVED PLANS.4. VEGETATION TO BE RETAINED SHALL BE PROTECTED WITH APPROVED BARRlCADING (DETAILSHOWN) AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.FAIRVIEW PRESERVE CONDOMINIUMS
CompactorEnclosureRecyclables/Large ItemsEnclosureProperty Line 1' (Deviation A)11.96'Existing Palm Tree, Typ., relocated out of improvements area(Deviation "A")Approach apron10' Landscape Buffer per LDC Sec. 4.06.02.CProposed Autograph Plantshrubs (Clusea Rosea):Quantity - 4Min. Height - 5'Spacing - 5' O.C.RevisionsScale1" = 10'8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432(Amberton Townhomes Compactor)NORTH1, 7-22-20, Revised per Collier Countystaff review comments.2, 11-23-20, Revised per Collier Countystaff review comments.3, 1-5-20, Revised per Collier County staffreview comments.SP2Sheet No.2018-0130NAPres PUDi Plan SP2.dwg Plan DescriptionPUDInsubstantialChange SitePlan2/8/2021CAD date Reviewed byJMG, RMODateOlde Cypress PUD
3.B.bPacket Pg. 82Attachment: Attachment A - Proposed Deviation and Plans (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 83Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 84Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 85Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 86Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 87Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 88Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 89Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 90Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.cPacket Pg. 91Attachment: Attachment B - PUD Findings PUD-99-18.1 (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 92Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 93Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 94Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 95Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 96Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 97Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 98Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
3.B.dPacket Pg. 99Attachment: Attachment C - NIM Waiver e-mail (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
HREed±jBHH2rd[ (239) 252-2400 FAN: {239} 252-6358
§REguB§EfiREFgfiL €REffiREffiiE Fffi ffi ffusES {IrE£§S
frBff sREissection 10.02.13 E & Code of Laws section 2-G3 -£B9C
s€.bha 3. `€.``3 trf the Admini§trat§\,.e CG{`!€¥
Pursuant to LDC subsection 10.02.13 E.2, a PUD insubstantial change includes any change that is
not considered a substantial or a minor change. A PUD insubstantial change to an approved PUD
ordinance shall be based upon an evaluation of LDC subsection 10.02.13 E.1 and shall require the
review and approval of the Hearing Examiner. The Hearing Examiner's approval shall be based
on the findings and criteria used for the original application.
PETITION NO
PROJECT NAME
DATE PROCESSED
To be completed by staff
Name of Property Owner(s):TEG Amberton, LLC
Name of Applicant if different than owner:
Address:
Same as Owner
920 N. Shadeland Ave,, Gl city: Indianapolis state:J±
Telephone:Cell:317.664.6707 ^_„. 317.430.1367
E-Mail Address:
Name of Agent:
Firm:
Schildress@ampresidential.com
Russell Ottenberg
Planeng, lnc.
Address:3737 LakeJoycedr. city: Lando Lakes state: FL zip:
Telephone:813.962.1752
E-Mail Address:
Cell:
russell@planeng.com
813.463.3344 Fax:866.413.6206
li=SREFffli EL ®# fflBffiELj Es ff
On a separate sheet, attached to the application, describe the insubstantial change request.
Identify how the request does not meet the PUD substantial change criteria established in LDC
subsection 10.02.13 E.1.
Revised 3/27/2018 Page 1 of 4
3.B.e
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COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
Efi±±peEE9HE9!±j±(239)252-24OOFAx:(239)252-6358
PUD NAME: Old Cypress P.U.D.
FOLIO NUMBER(S}:
ORDINANCE NUMBER: 2000-37, 00-53,11-14
00188960004 & 00190040006 & 00188000003
Provide a legal (if PUD is recorded) or graphic description of area of amendment (this may be
graphically illustrated on Amended PUD Master Plan). If applying for a portion of the PUD, provide a
legal description for subject portion.
Attach on a separate sheet, a written description of the map or text change.
Does amendment comply with the Growth Management plan? EE Yes I No
lf no, please explain:
Hasa publichearingbeen heldonthispropertywithinthe lastyear? HYes EE] No
If yes, in whose name?
Has any portion of the PUD been I SOLD and/or ill DEVELOPED?
Are anychanges proposed forthe area sold and/or developed? ill Yes I No
lf yes, please describe on an attached separate sheet.
See attached PUD Insubstantial Change Narrative.
Revised 3/27/2018 Page 2 of 4
3.B.e
Packet Pg. 101 Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNIVIENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliergov.net (239) 252-2400 FAX: (239) 252-6358
ELBF®caifeffipe§§ga%§®ffi REggEiffig affiti FBiffiai SREifeffii`ffEffiB REgfflaeiF®ffiffggfi% Bifeeegk§§gE #ffiELfe:
PLJD Insubstantial Change
€hapter3 G+3ofthe A inistrative cede
The following Submittal Requirement checklist is to be utilized during the Pre-Application Meeting and at
time of application submittal. At final 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.
pea_Effissi£§fflREffTj#fi.BREffi;gFffJS;aRE,g¥SEtw7§E&ngFahgiv8
+# C)5I-`€OplES
ELf¥&E=:gffiEL£Epe&gffB
NOTREQUIRERE
Completed Application (download current form from County website)1 Ea
Pre-Application Meeting notes 1 E in
Project Narrative, including a detailed description of proposed changes 1 E Iand why amendment is necessary
Detail of request 1 RE
Current Master Plan & 1 Reduced Copy 1 E
Revised Master Plan & 1 Reduced Copy 1 Ea
Revised Text and any exhibits I fl LIJ
PUD document with changes crossed through & underlined I E I
PUD document as revised with amended Title Page with Ordinance #I I n
Warranty Deed I 71 I
Legal Description 1 11
Boundary survey, if boundary of original PUD is amended I LJ E
lf PUD is platted, include plat book pages I E I
List identifying Owner & all parties of corporation 1 M Ill
Affiidavit ®f Autife®FiEati®m si medi & p8®qE@§-i#eedI.--.-.-+~.nLn-iL,j`m.+1
com Sieted Addressiirid T €hacTk`isffi-,+*1 1 RE
Pr®LE2eFt¥ ®wnershi ESi§g!®guFee F`Srm 1 EZ]
Copy of 8 % in. x 11 in. graphic location map of site 1 RI I
Electronic copy of all documents and plans I E I*Please advise: The Office of the Hearing Examiner requires all materials
to be submitted electronically in PDF format.
*lf located in lmmokalee or seeking affordable housing, include an additional set of each submittal
requirement.
ADDITIONAL REQUIREMENTS FOR THE PuBLIC HEARING PROCESS:
• Followingthe completion of the review process by county Review staff, the applicantshall submit
all materials electronically to the designated project manager.
• Please contactthe project managerto confirm the number of additional copies required,
Revised 3/27/2018 Page 3 of 4
3.B.e
Packet Pg. 102 Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
rmmunHHEIIIm:mnmEH
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX: (239) 252-6358
PLANNERS -INDICATE IF THE PETITION NEEDS TO BE ROUTED TO THE FOLLOWING REVIEWERS:
I School District (Residential Components): Amy I Bayshore/Gateway Triangle Redevelopment:
Lockheart Executive DirectorIUtilities Engineering: Eric Fey I Parks and Recreation: Barry Williams and David
BerraIEmergency Management: Dan Summers I Naples Airport Authority:I Conservancy of SWFL: Nichole Johnson 111 Other:I City of Naples: Robin Singer, planning Director I Other:
lg`EBmEffiRE§diREgr:EaREfflEifaBffg¥S
I PuD Amendment Insubstantial (PDl): $1,500.00
I Pre-Application Meeting: $500.00
I Estimated Legal Advertising fee for the office of the Hearing Examiner: $1,125.00
Same fee applies if the petition is referred to the Collier County Planning Commission, where the
CCPC serves as the deciding authority instead of the HEX.
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
Planning and Regulation
ATTN: Business Center
2800 North Horseshoe Drive
Naples, FL 34104
ae signature
Russell Ottenberg
^ppliGant/Owner Name (ploocoiprint) Agent
Revised 3/27/2018
1 /10/20
Page 4 of 4
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PUD Insubstantial Change Narrative
for
Olde Cypress PUD (Amberton Townhomes Compactor)
Background
The Amberton Townhomes development is a 306-unit townhome community on 28.69 acres in
unincorporated Collier County. It was formerly known as the Indian Lakes Development; it is a
part of the much larger Old Cypress PUD (see attached Master PUD Plan) and was completed in
2016. It is located on the north side of Immokalee Road. The property is bounded on the east side
predominantly by nursery & landscaping businesses with some single-family residential. It is
bounded on the west side by the Fairway Preserve condominiums and wetlands. To the north is
undeveloped land and to the south the property is bounded by the Cocohatchee Canal & Immokalee
Road (C.R. 846).
Subsequent to the completion of the Amberton Townhomes development, the residents have
experienced interactions with bears that inhabit the area. These bears have been foraging in the
trash containers the residents place outside for solid waste pickup. The presence of bears foraging
for food within the development poses a health, safety and welfare risk to the residents of the
Amberton Townhomes community that needs to be addressed. Towards that goal, the Owners of
Amberton Townhomes commissioned the design and permitting of a trash compactor/enclosure
area to minimize the risk of residents’ interactions with bears and potential injury or death. This
effort was begun in July of 2018; site civil construction plans were filed with Collier County and
approval of the site civil construction plans was issued by Collier County on 4/4/19 (see copy of
attached, stamped approved plans). [The general location of the proposed compactor enclosure is
also noted on the Olde Cypress PUD Master Plan, attached.]
Construction commenced some months later and shortly thereafter, in November of 2019, it was
discovered the survey upon which the site civil construction plans were based was in error. The
Fairway Preserve Condominium Association notified the contractor for the compactor enclosure
that a portion of the footings for the enclosure encroached upon the Fairway Preserve property.
Subsequent re-surveying verified this (see attached survey of initial footing locations). As a result,
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Amberton Townhomes PUD Insubstantial Change Narrative Page 2 of 2
D:\ACTIVE PROJECTS\2018-0130NAPres\Applications\PUD Amendment\2nd Resubmittal\PUD Insubstantial Change Narrative - Rev 11-23-20.docx
Planeng, Inc.
Collier County rescinded the previously issued approvals. Discussions with Collier County staff at
that time revealed another issue; there is a required landscape buffer along the western property line
of the Amberton Townhomes project in which the compactor enclosure was located. Said
landscape buffer {referred to on the plans as a “Landscape Buffer Easement” on the approved
SDPA plans for Amberton Townhomes (copy attached), though there is in fact no recorded
easement} would have precluded placing the compactor enclosure where originally intended,
regardless of the survey error. Regardless, the Collier County LDC does mandate a 10-foot wide
landscape buffer along the western property line. This buffer requirement would also preclude
placing the enclosure where originally intended. Per our conversations with County staff, it is this
10-foot buffer requirement that governs.
Proposed Improvements
As a result of the above, a review was made of the site to determine whether there was another
location that, 1) had the space needed for the compactor enclosure, 2) could provide accessibility by
the solid waste truck, 3) had sufficient room for a pull off area for residents and 4) was relatively
convenient for all residents. Unfortunately, due to the existing development’s layout, no alternative
locations were identified. As a result, and in accordance with discussions with Collier County staff,
the decision was made to pursue an Insubstantial Change to the existing PUD to locate the
compactor enclosure in the same general area as was previously proposed (see attached PUD
Insubstantial Change Site Plan). The PUD Insubstantial Change Site Plan depicts the compactor
enclosure being offset from the existing property line by one foot, as it was in the original design
(though based on the incorrect survey). This in turn places the enclosure within 12 feet of the rear
of the southernmost townhome to the east. The compactor enclosure will be architecturally finished
to match the existing Amberton townhomes.
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No. Sheet IndexC2C1Cover SheetC3-C4Survey (by others)Construction Surface Water Management PlanC5NotesPaving, Grading and Drainage PlanSite & Landscape PlanLegal DescriptionLocation MapSiteLocated in Section 22, Township 48 South, Range 26 East,Collier County, Naples, FloridaAmendment to SDPA 20130002339Source: Approved site development plans for Amberton Development prepared by Hole Montes, Inc., dated4-11-14.Surveyor:Planeng, Inc.Civil Engineer/Planner:501 Fitzgerald St.Pensacola, FL 32505Ph. (850) 444.9493Attn. Jay M. Gill, P.E.jay@planeng.comTEG Amberton, LLCOwner/Developer/Maintenance Entity:920 N.Shadeland Ave., G1Indianapolis, IN 46219Ph. (317) 664.6707Attn. Shaun ChildressSchildress@AMPResidential.comintertek psi5801 Benjamin Center Dr.Suite 112Tampa, FL 33634Ph. (813) 886.1075Attn. Matt Mooney, P.E.matthew.mooney@intertek.comGeotechnical Engineer:American Surveying, Inc.4848 North Florida Ave.Tampa, FL 33603Ph. (813) 234.0103Attn. Robert Breedlove, PSMrbreedlove@americansurveying.comInsubstantial Change to Amberton Development / Old Cypress PUDROJO Achitecture, LLCArchitect:5701 East Hillsborough Ave.Suite 1130Tampa, FL 33610Ph. (813) 906.5226Attn. Rob Glisson, AIArob@rojoarchitecture.comLEGAL DESCRIPTION:(FOLIO# 188000003)THE SW 14 OF THE NW 14 OF THE SW 14 OF SECTION 22, TOWNSHIP 48 SOUTH, RANGE 26 EAST,COLLIER COUNTY, FLORIDA, SUBJECT TO AN EASEMENT FOR PUBLIC ROAD RIGI-IT-OF-WAYOVER AND ACROSS THE WEST 30 FEET THEREOF.ANDTHE NW 14 OF THE SW 14 OF THE SW 14 OF SECTION 22, TOWNSHIP 48 SOUTH, RANGE 26EAST, COLLIER COUNTY, FLORIDA, SUBJECT TO AN EASEMENT FOR PUBLIC ROADRIGHT-OF-WAY OVER AND ACROSS THE WEST 30 FEET THEREOF.ANDTHE SW 14 OF THE SW 14 OF THE SW 14 OF SECTION 22, TOWNSHIP 48 SOUTH, RANGE 26EAST, COLLIER COUNTY, FLORIDA, SUBJECT TO AN EASEMENT FOR PUBLIC ROADRIGHT-OF-WAY OVER AND ACROSS THE WEST 30 FEET THEREOF AND EXCEPTINGTI-IE SOUTH 100 FEET TI-IEREOF PREVIOUSLY DEDICATED FOR CANAL RIGHT-OF-WAY.NOTES:THIS PROPERTY IS SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OFRECORD.BEARINGS SHOWN HEREON REFER TO THE WEST LINE OF THE SETION 22,TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, AS BEING N00°55'37"W.PROPERTY AREA: 28.69 ACRES, MORE OR LESS.Title111RevisionsScaleNTS8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432Amberton Townhomes Compactor
NORTH1, 3-18-19, Revised per Collier Countystaff review comments.C1Sheet No.2018-0130NAPres C1 - Cover.dwg Plan DescriptionCover Sheet3/20/2019CAD date Reviewed byJMG, RMODateDate:Reviewed and Approved For:Permit IssuancePL201800035594/4/20193.B.ePacket Pg. 107Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
N 00°55'37" W 1897.62'For compactor enclosure, HC accessible rampand stair details, see architectural plans;Proposed 5' concrete sidewalkRelocated traffic signExisting traffic sign to be relocatedContractor to coordinate relocation of existingelectrical line(s) from under proposed HC accessible ramp and stairsIrrigation contractor to relocate irrigationcontrol valves outside the limits of the proposed sidewalkContractor shall coordinate with electriccompany to relocate existing power pole(s); newpoles & guy(s) to be clear of compactor & sidewalkDANCING WIND LANEProposed concrete apronE X I S T I N G T O W N H O M E SE X I S T I N G C L U B H O U S EPROJECT AREATree barricade (Typ.),see detail this sheetCompactor compactor enclosure shall be architecturallyfinished to match townhomesTree Protection Barricade2 x 2 VerticalWood Stakes1 x 4 Horizontal Wood Member orapproved substitute6' - 8'20' for grand trees10' for protected treesLimits of project areaOverall Property Area:28.69 acres (M.O.L.)Proposed Building Area:Proposed Project Area:2,753 s.f. (0.07 Ac.)0 sq.ft.Parcel ID Numbers:00188960004 & 00190040006 & 00188000003Existing / Proposed Use:TownhomesFlood Zone:X(Per FEMA FIRM map, Community Panel Number 12101 C 0426 F, revised 9/26/2014)Existing Zoning:P.U.D.SITE DATA TABLENOTES:1. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BEREMOVED FROM THE SITE Al\D SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BETHE RESPONSIBILITY OF THE PROPERTY OWNER.2. THE PROPERTY O\VNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIALAND FOR THE \1AINTEANCE OF THE REQUIRED IRRIGATION SYSTEM.3. THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OFTHE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE PREVIOUSLY APPROVED PLANS.4. VEGETATIO TO BE RETAINED SHALL BE PROTECTED WITH APPROVED BARRlCADING (DETAIL SHOWN)AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.5. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OFREQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENT OF RECORD.Existing trees to be relocated out of parking space24'12'12-foot long, prefabricatedsolid plastic speed bump(yellow)Keep off Median(R11-1) signNo Parking(R8-3a) sign5'3.21
'19'Compactor doors shall have hold open device(Typ.), see architectural plans for details20.54'1'Relocate palm treeoutside of proposedsidewalk111RevisionsScale1" = 10'8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432Amberton Townhomes Compactor
NORTH1, 3-18-19, Revised per Collier Countystaff review comments.C2Sheet No.2018-0130NAPres C2 - Site and Landscape Plan.dwgPlan DescriptionSite andLandscapePlan3/20/2019CAD date Reviewed byJMG, RMODateDate:Reviewed and Approved For:Permit IssuancePL201800035594/4/20193.B.ePacket Pg. 108Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
N 00°55'37" W 1897.62'E X I S T I N G T O W N H O M E SE X I S T I N G C L U B H O U S E64.55M.E.Proposed Flow direction indicatorRigid pavement / concrete sidewalkMatch Existing GradeExisting elevationProposed pavement elevationNote: Elevations reference the NAVD88 datum (per TopographicSurvey prepared by American Surveying, Inc.)Rigid Pavement DetailNote: The contractor shall also refer to the recommendations detailedin the Geotechnical Report (prepared by Intertek PSI for this project)for all pavement.6" Concrete Pad with #5 @ 12"O.C. both ways, 4,000 P.S.I. 28Day Strength12" Compacted Subgrade,LBR-20, Compacted to 95% M.P.(Not for sidewalk construction)LegendM.E.M.E.M.E.M.E.M.E.14.6014.6014
.
7
9
14
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7
3
Contractor to match grade at existingback of curb for proposed sidewalk; sidewalk shall have 1% x-slope(NTS)Sidewalk DetailM.E.M.E.M.E.14.6714.8014.751
4
.
8
81.5" FDOT Type SP Asphalt6" limerock (or crushed concrete) base,LBR-100, compacted to 98% M.P.(ASTM D-1557, AASHTO T-180)12" stabilized subgrade, LBR-40,compacted to 98% M.P. (ASTMD-1557, AASHTO T-180), maximum6 inch liftsStandard Duty Pavement Detail15.2215.22114
.
7
314.79
1
4
.
7
9
14.7914
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7
9
16.33
16.33
1
4
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5
8
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3 14.79RevisionsScale1" = 10'8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432Amberton Townhomes Compactor
NORTH1, 3-18-19, Revised per Collier Countystaff review comments.C3Sheet No.2018-0130NAPres C3 - PGD Plan.dwg Plan DescriptionPaving,Grading &Drainage Plan3/20/2019CAD date Reviewed byJMG, RMODateDate:Reviewed and Approved For:Permit IssuancePL201800035594/4/20193.B.ePacket Pg. 109Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
N 00°55'37" W 1897.62'E X I S T I N G T O W N H O M E SE X I S T I N G C L U B H O U S E(The notes below are not inclusive of all erosion and sediment control requirements. It is the responsibility of the contractor to complywith the full requirements of the Florida Erosion and Sediment Control Manual, latest edition.)1. The installation of temporary erosion control barriers shall be coordinated with the construction of the permanent erosion controlfeatures to the extent necessary to assure economical, effective and continuous control of erosion and water pollution throughoutthe life of the construction phase2. The type of erosion control barriers used shall be governed by the nature of the construction operation and soil type that will beexposed. Silty and clayey material usually require solid sediment barriers to prevent turbid water discharge, while sandy materialmay need only silt screens or hay bales to prevent erosion. Floating turbidity curtains shall be used in open water situations.Diversion ditches or swales may be required to prevent turbid stormwater runoff from being discharged to wetlands or other waterbodies. It may be necessary to employ a combination of barriers, ditches and other erosion / turbidity control measures ifconditions warrant.3. Where pumps are to be used to remove groundwater or turbid waters from construction areas, the water shall be treated prior todischarge. Treatment methods include and are not limited to, turbid water being pumped into grassed swales or appropriatevegetated areas, sediment basins, or confined by an appropriate enclosure such as turbidity barriers, and kept confined until itsturbidity level meets state water quality standards.4. The contractor shall schedule his operations such that the area of unprotected erodible earth exposed at any one time is not largerthan the minimum area necessary for efficient construction operations, and the duration of exposed, uncompleted construction tothe elements shall be as short as practicable. Clearing and grubbing shall be so scheduled and performed that grading operationscan follow immediately thereafter, and grading operations shall be scheduled and performed that permanent erosion controlfeatures can follow immediately thereafter if conditions on the project permit.5. The contractor and/or owner's representative shall provide routine maintenance of permanent and temporary erosion controlfeatures until the project is complete and all bared soils are stabilized.6. Silt fence shall be located at the perimeter of construction limits, locations as shown hereon and at locations as defined by fieldconditions. Erosion control must be installed prior to starting construction and must be maintained throughout the duration of theproject. An erosion control inspection is required prior to the start of construction. Contractor to contact Collier County to schedulean inspection.7. Inlet structures, pipes and stormwater basins shall be inspected for siltation accumulation every six months (minimum).Accumulated silt (greater than 3 inches) shall be removed.8. A stone stabilized pad shall be located at points of vehicular ingress and egress on the construction site. FDOT No. 1 CoarseAggregate (1.5 - 3.5 inch stone) shall be used. The aggregate layer shall be at least 6 inches thick, and extend the full width of thevehicular ingress and egress area. The length of the entrance must be at least 50 feet. The entrance must widen at its connectionto the roadway in order to accommodate the turning radius of large trucks. If conditions on the site are such that most of the mud isnot removed by the vehicles traveling over the gravel, then the tires of the vehicles shall be washed before entering a public road.Wash water will be carried away from the entrance to a settling area to remove sediment. A wash rack may also be used to makewashing more convenient and effective. The entrance shall be maintained in a condition which will prevent tracking or flow of mudonto public rights-of-way.9. Sediment trap(s) shall be located to obtain the maximum storage benefit from the terrain, for ease of clean out and disposal oftrapped sediment and to minimize interference with construction activities. Sediment shall be periodically removed from the trapand placed in approved areas, based on composition of the material. Sediment traps, along with other perimeter controls, shall beinstalled before any land disturbance takes place in the drainage area. The sediment trap shall have an initial storage volume of134 cubic yards, or 3600 cubic feet per acre of drainage area, measured from the low point of the ground to the crest of the graveloutlet. Sediment should be removed from the basin when the volume is reduced by one-half. The maximum height of the sedimenttrap embankment shall be 5 feet as measured from the low point. Side slopes of the embankment shall be 2:1 or flatter. Theoutlets shall be designed, constructed and maintained so that sediment does not leave the trap and that erosion of the outlet doesnot occur. A trap may have several different outlets with each outlet conveying part of the flow. The combined outlet capacity shallbe sufficient for the drainage area. The structure shall be checked regularly to insure that it is structurally sound and has not beendamaged by erosion or construction equipment. The height of the outlet shall be checked to ensure that its center is at least onefoot below the top of the embankment.10. Sediment basins shall be located so as to intercept the largest possible amount of runoff from the disturbed area, generally lowareas and natural drainageways below disturbed areas. Drainage into the basin can be improved by the use of diversion dikes andditches. The basin shall not be located in a live stream and shall be located to trap sediment-laden runoff before entering streams.The basin shall not be located where its failure would result in the loss of life, damage to adjacent properties, or interruption of theuse of public utilities or roads. The design capacity of the basin shall be at least 134 cubic yards or 3600 cubic feet per acre ofdrainage area measured from the bottom of the basin to the crest of the principal spillway (riser pipe). Sediment should beremoved from the basin when the volume of the basin has been reduced to 55 cubic yards per acre of drainage area. Theelevation of the sediment clean out level shall be calculated and clearly marked on the riser. In no case shall the sediment cleanout level be higher than one foot below the top of the riser. The embankment shall have a minimum top width of 8 feet. The sideslopes shall be 2:1 or flatter. The embankment may have a maximum height of 10 feet if the side slopes are 2:1. If the side slopesare 2.5:1 or flatter, the embankment may have a maximum height of 15 feet. The outlets for the basin may consist of a combinationof principal and emergency spillways or a principal spillway alone. Dewatering shall be done in a way that removes relatively cleanwater without removing any of the sediment that has settled out and without removing any appreciable quantities of floating debris.The embankment of the basin should be checked regularly to ensure that it is structurally sound and has not been damaged byerosion or construction equipment. Additionally, no offsite discharges are allowed during dewatering activities. The GeneralContractor shall furnish a specific dewatering plan as necessary.11. Equipment maintenance areas: exceptional care shall be taken during each individual repair or maintenance operation to preventpotential pollutants from becoming available to be washed into streams or conveyance systems. Temporary waste disposalreceptacles shall be provided and emptied as required.12. Where construction materials, chemicals, cements, solvents, paints, or other potential water pollutants are to be stored, thay shallbe isolated in areas where they will not cause runoff pollution. Toxic chemicals and materials, such as pesticides, paints, andacids, shall be stored according to manufacturers' guidelines. Overuse shall be avoided and great care shall be taken to preventaccidental spillage. Containers shall never be washed in or near flowing streams or stormwater conveyance systems.Groundwater resources shall be protected from leaching by placing a plastic mat, tar paper, or other impervious materials on anyareas where toxic liquids are to be opened and stored.13. Runoff from the construction trailer shall be diverted to a temporary sediment trap or basin.14. Location of the temporary construction trailer, construction material, debris pile, fuel storage, etc. shall be approved by the localmunicipality prior to the start of construction.15. Prior to the start of the clearing and grubbing, or any soil disturbance contact PC Stormwater Mgmt at (727) 834-3611 for a soilerosion and sediment control, pre-inspection meeting.16. The contractor must provide a Dewatering Plan, if applicable, to Pasco County Engineering Inspections Department at (727)834-3670 for review prior to the erosion control measures pre-inspection meeting.17. Elevations shown hereon are based on National Geodetic Survey Benchmark Designation X 669, PID DJ8627, NAVD-88(elevations 76.69) and are in reference to North American Vertical Datum 1988.Operation and Maintenance Instructions for Stormwater Management SystemProper Placement of Straw Bale Barrier in Drainage Way1. All bales shall be either wire-bound or string-tied. Install so that bindings areoriented around the sides to prevent deterioration of the bindings.2. The barrier shall be entrenched and backfilled. A trench shall be excavated thewidth of a bale and the length of the proposed barrier to a minimum depth of 4 inches.After the bales are staked and chinked, the excavated soil shall be backfilled against thebarrier. Backfill soil shall form the ground level on the downhill side and shall be built upto 4" against the uphill side of the barrier.3. Each bale shall be securely anchored by at least two stakes or re-bars driven towardthe previously laid bale to force the bales together. Stakes of re-bars shall be driven deepenough into the ground to securely anchor the bales.4. The gaps between bales shall be chinked (filled by wedging) with straw to preventwater from escaping between the bales. (Loose straw scattered over the areaimmediately uphill from a straw bale barrier tends to increase barrier efficiency).5. Inspection shall be frequent and repair or replacement shall be made promptly asneeded as directed by inspector.Construction Notes for Fabricated Silt Fence1. Woven wire fence to be fastened securely to fence posts with wire ties orstaples.2. Filter cloth to be fastened securely to woven wire fence with ties spacedevery 24" at top and mid section.3. When two sections of filter cloth adjoin each other they shall be overlappedby (6) inches and folded.4. Locate posts downslope of fabric for fence support.5. Maintenance shall be performed as needed and material removed whenbulges develop in the silt fence.POSTS:Steel, either "T" type or 4" hardwoodPOSTS:Located maximum 8' on center.FENCE:Woven wire, 16 GA. 6" max. mesh openingFILTER CLOTH: Filter X, Mirafi 100X, stabi-linka T14ON or approvedequal.PREFABRICATED UNIT: Envirofence, or approved equal.6. Indicated on erosion control plans asBinding wireor twineFiltered runoffCompacted soilto prevent pipingSediment laden runoffStaked & entrenchedstraw bale8' Max. center to centerWoven wire fence(Min.14 12 guageMax. 6" meshspacing)FlowFlow48" Min. fence posts drivenMin. 24" into ground24"8"Height offilterMin.GradeFlowMin.Woven wire fence(16 Ga. Min.-Max. 6" meshspacing) with filtercloth overCompacted fillover toe of fabricburied Min.8" deep &4" wide.48" Min. fencepost heightGradeErosion ControlErosion Control (Typ.),see detail this sheetFilter fabric over existing inlets(under-grate or as specified by erosionprotection manufacturer), typicalContractor to check weekly and afterevery rain event for tears, silting, etc.RevisionsScale1" = 10'8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432Amberton Townhomes Compactor
NORTH-C4Sheet No.2018-0130NAPres C4 - CSWM Plan.dwg Plan DescriptionConstructionSurface WaterManagementPlan3/20/2019CAD date Reviewed byJMG, RMODateDate:Reviewed and Approved For:Permit IssuancePL201800035594/4/20193.B.ePacket Pg. 110Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
1.The contractor is to supply all construction stakeout and an as-built survey of project. The cost toprepare an as-built survey by a professional surveyor shall be included in the contractor's proposal.As-built shall consist of a complete set of record drawings prepared by a professional landsurveyor and supplied by the contractor and shall include but not limited to: storm sewer system;inlets; manholes; piping locations; all pipe inverts; manhole and inlet tops; pipe inverts; roadwaycenter line elevations; curb flow line elevations; any and all design spot elevations expressly shownon the paving, grading and drainage plan. Owner's surveyor will supply horizontal and verticalcontrols, only.2. The information provided in these plans is solely to assist the contractor in assessing the natureand extent of conditions which will be encountered during the course of the work. The contractorsare directed, prior to bidding to conduct whatever investigations they deem necessary to arrive attheir own conclusion regarding the actual conditions that will be encountered, and upon which theirbids will be based.3. The contractor is responsible for the coordination and cost of all required testing and inspections ofthe project. Contractor shall notify owner and engineer of all inspection requested from CollierCounty, DEP or SWFWMD; 24 hours prior to request. The contractor shall invite the owner andthe engineer to all scheduled inspections by any reviewing agency.4. Questions on quantities, quality, or materials which could change the contract price should bebrought to the attention of the engineer prior to bidding. All questions will be answered and copiedto all bidders.5. The contractor shall contract with and direct a local testing laboratory for all required on site testssuch as: concrete strength, slump, densities, or lbr of roadbeds, etc.. Copies of all tests shall besent to the engineer and owner within 72 hours of the tests.6. The compaction of all lots in phases shall be tested at varying depths. The compaction testing oflots shall be performed on 1/4 of the lots at locations selected by the engineer. All lot fill shall meet95 percent of the modified proctor.7. All slopes 4:1 or greater shall be sodded.8. Contractor shall supply all of the equipment, material and personnel required for all testing.9. Contractor shall be responsible for the engineer's cost(s) of re-inspections.1. The contractor shall verify control points for line and grade prior to construction.2. Location, elevation, and dimensions of existing utilities, structures, and other features are shown inaccordance with the best information available at time of the preparation of these plans but do notpurport to be absolutely correct. All existing features are based on theSpecific Purpose Surveyprepared by American Surveyin, Inc., Job Number 09001818, dated 10/11/18.3. The contractor shall verify the location, elevation, and dimensions of all existing utilities, structures,and other features affecting his work and shall comply with all state, county, and local ordinancesand obtain any necessary work permits that may be required prior to construction.4. The contractor shall be responsible for the complete coordination of construction schedulingbetween the contractor and all utility agencies. The contractor shall adjust his schedule to coincidewith other required utilities.5. The engineer reserves the right to require quality assurance testing on all materials delivered toproject.6. In the event unsuitable material is encountered during excavation it is to be removed from the siteexcept that it may be used to flatten slopes in areas approved by the engineers.7. Overall cleanup shall be accomplished by the contractor in accordance with county standards or asdirected by the engineer. Any and all expenses incurred for this work shall be included in the unitprice bid for other items.8. The contractor shall endeavor to protect private property. Any damage caused by the contractor inthe performance of his work shall be corrected to the satisfaction of the engineer at the contractor'sexpense. Payment shall not be made for this work.9. Any damage to state, county, or local roads caused by the contractor's equipment and operatorsshall be repaired by the contractor to the satisfaction of the engineer. Payment shall not be madefor this work.10. Any U.S.C. and G.S. Monument within limits of construction shall be protected by the contractor. Ifin danger of damage, the contractor shall notify:Director, Charting & Geodetic Services6001 Executive Blvd.Attn. C172Rockville, Maryland 20852Phone: (301) 433-831911. Interior sidewalks are to be constructed as shown on these plans.12. Wherever material or construction item specifications are not specifically covered by these plans,Collier County, or directed by the engineer, "the Florida Department of Transportation standardspecifications for road and bridge construction" latest edition, shall apply.17. Contractor shall submit to the engineer and/or architect for review, 7 copies of shop drawings onbid items (fire hydrants, valves, pipes, inlets, manholes, pumps, control panels, light fixtures,plumbing fixtures, etc.). The contractor shall allow a minimum of 7 days for review of shopdrawings. Approval of shop drawings is required prior to installation or construction. Substitutionof specified items, if requested, will be evaluated by the project engineer.18. It shall be the contractor's responsibility to notify (48 hours in advance) the engineer, utilitycompany and regulatory agency for all inspections. It shall be the contractor's responsibility tosupply results of all tests, in accordance with the testing schedule to the engineer prior tocommencing the next phase. The tests required shall be performed by an independent testinglaboratory approved by the owner and cost for the testing shall be paid for by the contractor andsaid cost will be included in the bid price.19. The contractor shall contact the engineer's office immediately on any conflicts between what isshown herein and actual condition discovered during construction of any improvements shown onthe drawings.20. Prior to beginning work, the contractor shall expose all existing utilities to be extended or crossed.Any conflicts and the contractor's proposed resolutions shall be brought to the engineer's attentionfor approval.21. All practicable effort shall be taken during construction to control and prevent erosion and transportof sediment materials to inlets, surface drains, wetlands and lake areas. The contractor shall beresponsible for all restoration efforts that may be required. The silt fence shall be installed (asshown on these plans) and inspected as defined by the Florida Department of EnvironmentalProtection rule 62-621.300(4), F.A.C.22. It is the responsibility of the owner / developer to insure the installation of adequate erosion controlbarriers prior to the commencement of any site work. These erosion control devices must bemaintained in good condition throughout the construction process and until all loose soils havestabalized. All erosion control devices shall be reguarly inspected during construction and modifiiedif conditions warrant.23. The contractor is to control all fugitive dust originating on this project by watering or other methodsas required.24. All disturbed areas shall be seeded and mulched, unless otherwise noted, after regrading.25. Contractor shall provide a (min.) 24 inch wide strip of sod adjacent to curb or pavement installations.26. It is the responsibility of the contractor to establish in the field right of way lines, base lines, bench marks(elev.), center lines, and stationing as required to construct this project.27. Contractor shall coordinate and reimburse the appropriate overhead utility company for required support ofutility poles where construction may cause the pole to lose its self supporting ability.28. Special pipe foundations, if required, shall be determined in the field and the type required will be asdirected by the engineer.29. Finished grade for ground elevations on drawings refer to grade after sod.30. All tests shall be witnessed by the engineer and the utility company representative.31. Proposed land alteration activities shall not unnecessarily remove existing vegetation or alter existingtopography.32. Site preparation and fill placement shall be performed in accordance with the recommendations andprocedures specified in the geotechnical report.33. The Contractor shall protect all utilities and other improvements shown on these plans and all other utilitiesand other improvements not shown. The Contractor shall assume all responsibility for repairs of utilitiesand other improvements damaged during construction. The Contractor shall maintain sufficient protectionto all utilities required to protect them from damage and to protect the public during construction. Anydamage done to existing utilities shall be repaired by the contractor (at no additional expense) to acondition equal to or better than before the damage was done.34. Relocation of existing street light poles, power or telephone poles, existing utilities, irrigation systems,sidewalks, etc., necessary for completion of the work are the responsibility of the Contractor.35. Prior to construction, the Contractor shall obtain from the Engineer or Owner, a copy of all pertinent permitsrelated to this project. It shall be the Contractor's responsibility to ensure that all construction activities arein compliance with the conditions of all permits and approvals. It shall be the Contractor's responsibility toverify that all required permits have been secured to complete the work depicted in these plans. A copy ofall permits shall be kept on site at all times during construction.13. All street and storm sewer construction to be in accordance with the current County standards andspecifications.14. Florida statute requires a minimum of 2 days and a maximum of 5 days notice before a contractormay excavate. The contractor shall call SUNSHINE 1-800-432-4770 before excavation shallcommence.15. Compaction for pipe backfill shall comply with AASHTO and Collier County.16. All fill up to the spring line of the pipe must be hand tamped.Construction of asphalt paving shall be performed as follows:1. The areas to be paved shall be graded to provide necessary drainage and shall slope away fromstructures.2. The subgrade shall be compacted to provide a minimum compacted density of 98% of maximumdensity as determined by modified proctor (ASTM subgrade).3. The surface shall be clean and dry. Prime coat shall be approved cutback asphalt (RC-70 orRC-90) and temperature when applied by means of a pressure distributor at the rate ofapproximately 0.1 to 0.25 gallons per square yard.4. An asphalt concrete analysis to guarantee compliance with County specifications shall beconducted by an independent laboratory and the final report submitted prior to final acceptance.5. All asphalt work shall conform to Collier County standards.6. All roadway construction (including pavement marking and signage) and material testing shallcomply with roadway standards and specifications of the Collier County Land Development Code.7. Base and backfill materials shall be either of the same type and composition as the materialsremoved, or of equal or greater structural adequacy. Material contaminated with deleterioussubstances during excavation shall not be used.8. The area of the trench above the pipe zone and below the base course must be backfilled andcompacted in layers not exceeding twelve inches, except that the last two lifts shall not exceed sixinches per lift.9. If roadway section has a shoulder, shoulder to extend eight feet from edge of pavement. Use lbr 30(or better) back-fill material in top 24 inches of trench.General NotesINCLUDES ONE SLUMP TESTFRACTION THEREOF PER DAYFOR 50 CUBIC YARD OFONE SET OF 4 CYLINDERSSENTATIVE.ENGINEER OR HIS REPRE-MAY BE RUN BY THE SOILSBY SOILS ENGINEER. TESTSAS DEEMED NECESSARYONE PER 100 L.FHORIZONTALLYONE PER 100 L.FONE PER DAYPER F.D.O.T SPECIFICATIONSHORIZONTALLYONE PER 100 L.FDAILYONE SET PER SOIL TYPEONE PER SOIL TYPE MIN.ONE PER SOURCEHORIZONTALLYONE PER 100 L.FONE PER SOURCELBR AT 500 L.F. HORIZONTALMATERIAL CHANGES CK. PT.ONE PER SOURCE OR ASENGINEERAS DIRECTED BY SOILSPER BUILDING PADZONTALLYONE PER 100 L.F HORI-ONE PER SOIL TYPEL.F. HORIZONTALLYCHECK POINT LBR AT 500ONE PER SOIL TYPEEVERY 2' VERTICALLYPER SOIL TYPEALTERNATING LIFTS (1 FT)HORIZONTALLY;ONE PER 100 L.FPER SOIL TYPETEST FREQUENCY3000 PSI @ 28 DAYSN/APER SPECIFICATIONSPER SPECIFICATIONS96% OF LAB DENSITYPER FDOT SPECIFICATIONSDENSITY95% OF MAXIMUM300 PSI AT 7 DAYSN/APER SPECIFICATIONSDENSITY98% OF MAXIMUMN/A100% LBR-FLA, D.O.T.DENSITY95% OF MAXIMUMN/ADENSITY98% OF MAXIMUMN/ALBR=40 MINDENSITY98% OF MAXIMUMN/ADENSITY, WITHIN 2 95% OF MAXIMUMN/ATEST REQUIREMENTASTM C31-69AASHTO T23-80ASTM C143AASHTO T119-82N/AASTM D02950-81ASTM D2172AASHTO T164, T30ASTM D1556, D2922AASHTO T191, T238ASSOC. SPECIFICATIONSPORTLAND CEMENT(STANDARD)AASHTO T134ASTM C136, D423, D424AASHTO T27, T89, T90ASTM D1556, D2922AASHTO T191, T238ASTM D1557AASHTO T180LBR-FLA, D.O.T.D2922ASTM D1556, D2937,T238AASHTO T191, T204,ASTM D1557AASHTO T180ASTM D1556, D2922AASHTO T191, T238ASTM D1557AASHTO T180LBR-FLA, D.O.T.D2922ASTM D1556, D2937,T238AASHTO T191, T204,ASTM D1557AASHTO T180D2922ASTM D1556, D2937,T238AASHTO T191, T204,ASTM D1557AASHTO T180TEST INDENTIFICATIONCYLINDERSSTRENGTHCOMPRESSIVESLUMP TESTFIELD DENSITYGRADATIONBITUMEN CONTENTMATERIALS QUALITYTHICKNESSFIELD DENSITY &STRENGTH SPECIMENSCOMPRESSIVEOPTIMUM MOISTURE,MAXIMUM DENSITYATTERBERG LIMITSGRADATIONFIELD DENSITY,THICKNESS,OPTIMUM MOISTURE,MAXIMUM DENSITYBEARING VALUESFIELD DENSITYOPTIMUM MOISTUREMAXIMUM DENSITYTHICKNESSFIELD DENSITY &OPTIMUM MOISTUREMAXIMUM DENSITYBEARING VALUESFIELD DENSITYOPTIMUM MOISTUREMAXIMUM DENSITYFIELD DENSITYOPTIMUM MOISTUREMAXIMUM DENSITYTESTCONCRETECURB & ROADWAYASPHALTIC CONCRETESOIL CEMENT BASEBUILDING PADSROADWAY SUBGRADEBACKFILL OFEMBANKMENTITEMTesting ScheduleOF OPTIMUM MOISTURE.PERCENTAGE POINTS ROADWAY BASE(LIMEROCK, SHELL ORCRUSHRED CONCRETE)THICKNESS36. All handicapped signage and ramp features shall conform to the Florida Accessibility Code forBuilding Construction (latest edition thereof) and the Americans with Disabilities Act.37. It shall be the Contractor's responsibility to perform all necessary construction staking required toinstall the improvements shown on these drawings. Horizontal and vertical controls are shown onthe boundary and topographic survey. Horizontal control shall be via an electronic file provided tothe Contractor or his Surveyor. All documents, including original drawings, field notes, data andreport originals are and shall remain the property of Planeng, Inc. as an instrument of service. If sorequested in writing, the Contractor will be provided with reproducible drawings and otherdocuments in consideration of which the Contractor agrees to use them without alteration solely inconnection with the project.38. The Engineer shall be consulted to make any/all required interpretations of the plans; however, thisin no way relieves the Contractor of his responsibility for constructing the project to accomplish theintent of the plans.39. Contractor to provide all warning signals, signs, lights, barricades, and flagman as required byapplicable City, County or State regulations for construction adjacent to, or in public right-of-way.40. The Contractor shall notify the local Police Department and the local Fire Department beforeclosing any street or making it impassable.41. It is suggested that the Contractor verify grading elevations prior to sodding or paving. Failure ofadequate grading may result in resodding, regrading, and repaving if finished grades are incorrect.All proposed elevations are finished grades. As-built elevations and dimensions shall be certifiedby a professional land Surveyor registered in the State of Florida.42. Refer to architectural drawings for specifications of fill material underneath building pads, footersand etc.43. All private and public property affected by this work shall be restored to a condition equal to orbetter than existed before commencing construction unless specifically exempted by the plans.44. If during construction activities any evidence of historic resources, including but not limited toaboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, orhistoric building foundation, are discovered, work shall come to an immediate stop and the FloridaDepartment of Historic Resources (State Historic Preservation Officer) and Pasco County shall benotified within two working days of the resources found on the site.45. All construction shall comply with the Florida Fire Prevention Code 5th Edition and the 2014 FloridaBuilding Code 5th Edition.46. The use of aerial photographs in these plans is for informational purposes only and does notconstitute a guarantee of the veracity of said aerial photographs.General Notes (continued)Asphalt Paving NotesBidding NotesSTRUCTURES1 DAILYRevisionsScaleN/APensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432Amberton Townhomes Compactor -C5Sheet No.2018-0130NAPres C5 - Notes.dwg Plan DescriptionNotes3/20/2019CAD date Reviewed byJMG, RMODate8067 Dream Catcher Circle, Naples, FL 34119 Date:Reviewed and Approved For:Permit IssuancePL201800035594/4/20193.B.ePacket Pg. 111Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
Date:
Reviewed and Approved For:
Permit Issuance
PL20180003559 4/4/2019
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RAMPHC Accessible Parking StallExisting western property line
Required 10' landscape buffer per LDC 4.06.02.C
Rear face of existing
townhomes (Typ.)
19' (+/-) of effective/compensating buffer width
Portion of compactor
and approach apron
encroaching into
required 10' buffer
Dancing Wind Lane
Revisions
Scale 1" = 50'
Pensacola:
501 Fitzgerald Street
Pensacola, FL 32505
Tampa Bay:
3737 Lake Joyce Dr.
Land O Lakes, FL 34639
T (813) 962.1752
F (866) 413.6206
T (850) 444.9493
F (866) 688.1589
Board of Professional Engineers
Certificate of Authorization
No. 26432
NORTH1, 11-23-20, Revised per Collier County
staff review comments.
E1
Sheet No.Olde Cypress PUD Buffer Exhibit.dwgPlan Description
Landscape
Buffer
Deviation
Exhibit
11/23/2020CAD dateReviewed by
RMO
Date 8067 Dream Catcher Circle, Naples, FL 34119(Amberton Townhomes Compactor)Olde Cypress PUD3.B.e
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RAMPHC Accessible Parking StallProposed concrete sidewalkExisting power poleDANCING
W
IND LANEE X I S T I N G T O W N H O M E SE X I S T I N G C L U B H O U S EPROJECT AREATree Protection Barricade2 x 2 VerticalWood Stakes1 x 4 Horizontal Wood Member orapproved substitute6' - 8'20' for grand trees10' for protected treesOverall Property Area:28.69 acres (M.O.L.)Proposed Building Area:Proposed Project Area:2,753 s.f. (0.07 Ac.)0 sq.ft.Parcel ID Numbers:00188960004 & 00190040006 & 00188000003Existing / Proposed Use:TownhomesFlood Zone:X(Per FEMA FIRM map, Community Panel Number 12101 C 0426 F, revised 9/26/2014)Existing Zoning:P.U.D.SITE DATA TABLENOTES:1. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BEREMOVED FROM THE SITE Al\D SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BETHE RESPONSIBILITY OF THE PROPERTY OWNER.2. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIALAND FOR THE \1AINTEANCE OF THE REQUIRED IRRIGATION SYSTEM.3. THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OFTHE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE PREVIOUSLY APPROVED PLANS.4. VEGETATION TO BE RETAINED SHALL BE PROTECTED WITH APPROVED BARRlCADING (DETAILSHOWN) AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.FAIRVIEW PRESERVE CONDOMINIUMS
CompactorEnclosureRecyclables/Large ItemsEnclosureProperty Line 1' (Deviation A)11.96'Existing Palm Tree, Typ., relocated out of improvements area25' Landscape Buffer Esmt.(Deviation No. 1 & 3)Approach apron10' Landscape Buffer per LDC Sec. 4.06.02.CProposed Italian Cypress(Cupressus sempervirens):Quantity - 3Min. Height - 12'Min. DBH - 3"RevisionsScale1" = 10'8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432(Amberton Townhomes Compactor)NORTH1, 7-22-20, Revised per Collier Countystaff review comments.2, 11-23-20, Revised per Collier Countystaff review comments.SP1Sheet No.2018-0130NAPres PUDi Plan.dwg Plan DescriptionPUDInsubstantialChange SitePlan11/23/2020CAD date Reviewed byJMG, RMODateOlde Cypress PUD
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TEG Amberton MLA, LLC
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TEG Amberton MSR LLC
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TEG Amberton MVP LLC
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TEG Amberton WAV LLC
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TEG Amberton LLC
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From:Andrew Dickman
To:Russell Ottenberg
Cc:KellyJohn; BellowsRay; jeremy.frantz@colliercountyfl.gov; Heather
Subject:Olde Cypress-Amberton (PL202000000231) NIM Waiver Request/GRANTED
Date:Tuesday, November 10, 2020 5:44:22 PM
Importance:High
You have requested a waiver of the neighborhood information meeting (NIM) in connection with the
above referenced application. Pursuant to Sec. 10.03.06(H)(2)(a) of the Collier County land
development code, a NIM is required for your application except “upon written request by the
applicant, the Hearing Examiner has the discretion to waive the NIM after the first set of staff review
comments have been issued.”
I have reviewed your request and I have been informed by county staff that the first set of staff
review comments have been issued and staff is in favor of this waiver. If this is not correct, please
let me know immediately.
Based on the above information, your NIM waiver request is GRANTED, with one condition. If any
opposition to your application occurs between the granting of this waiver and the public hearing, I
reserve the right to reschedule the hearing and require the holding of a NIM.
Sincerely,
Andrew
____________________
Andrew Dickman, Esq., AICP
Collier County Hearing Examiner
(239) 434-0840
https://www.colliercountyfl.gov/your-government/divisions-f-r/hearing-examiner
All government correspondence is subject to the public records law.
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Deviations & Justifications
for PUD Insubstantial Change
to
Olde Cypress PUD (Amberton Townhomes Compactor)
Deviations and Justifications
In order to remedy this situation and to facilitate proposed improvements described above and also
depicted on the PUD Insubstantial Change Site Plan, the following deviations are being requested:
Deviation A:
Deviation from LDC Sec. 4.06.02.C, which requires a 10’ Type A buffer where multi-family
use abuts multi-family use to instead allow a 1’ buffer yard, however, only in the area where
the compactor enclosure and approach apron will be located. [Enhanced plantings will be
included to mitigate the reduction in buffer width. These plantings will consist of four (4)
Autograph Plants (Clusea rosea), a minimum of 5’ high at planting, planted at 5’-0” on
center.]
Justification for Deviation
Section 10.02.13.E.1 of the Collier County Land Development Code establishes the criteria by
which a substantial change to an existing PUD shall be evaluated. An Insubstantial Change must
not meet these criteria. Accordingly, the following describe how this application does not meet the
criteria for the LDC section listed above:
a. There is no proposed change to the boundary of the PUD;
b. There is no proposed increase in the total number of dwelling units or intensity of land use
or height of buildings within the development;
c. There is not a proposed decrease in preservation, conservation, recreation or open space
areas within the development that exceeds 5 percent of the total acreage previously
designated as such, or 5 acres in area;
d. There is no proposed increase in the size of areas used for nonresidential uses, including
institutional, commercial and industrial land uses (excluding preservation, conservation or
open spaces ), nor is there a proposed relocation of nonresidential land uses;
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e. There is not a substantial increase in the impacts of the development, including, but not
limited to, increases in traffic generation; changes in traffic circulation; or impacts on other
public facilities;
f. The proposed change will not result in land use activities that generate a higher level of
vehicular traffic based upon the Trip Generation Manual published by the Institute of
Transportation Engineers;
g. The proposed change will not result in a requirement for increased stormwater retention,
nor will it otherwise increase stormwater discharges;
h. The proposed change that will not bring about a relationship to an abutting land use that
would be incompatible with an adjacent land use;
i. The proposed modification to the PUD master plan and PUD documents/PUD ordinance
is not inconsistent with the Future Land Use Element or other element of the Growth
Management Plan, nor does the proposed modification increase the density or intensity of
the permitted land uses;
j. The proposed change is not to a PUD district designated as a development of regional
impact (DRI) and approved pursuant to F.S. § 380.06, where such change requires a
determination and public hearing by Collier County pursuant to F.S. § 380.06(19). Any
change that meets the criterion of F.S. § 380.06(19)(e)2, and any changes to a DRI/PUD
master plan that clearly do not create a substantial deviation shall be reviewed and approved
by Collier County under LDC section 10.02.13;
k. The proposed modification to the PUD master plan and PUD document or amendment to
the PUD ordinance does not create impact(s) deemed to be a substantial modification as
described under LDC section 10.02.13.
In addition to the above, the following paragraphs demonstrate the proposed compactor/location
will not have a substantial impact on either the existing Olde Cypress PUD or the immediately
abutting property.
Landscaping will be installed to further screen the enclosure from the adjoining condominium
project (see sheet SP1, PUD Insubstantial Change Site Plan for location, size and quantity). The
proposed landscaping on the Amberton Townhomes property will augment the existing landscaping
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(see Aerial Photo Exhibit) there as well as the existing landscaping along the eastern property line of
the Fairway Preserve Condominiums property. This will ensure enhanced screening and buffering is
achieved between the two projects (see sheet SP1 – PUD Insubstantial Change Site Plan).
The proposed compactor will also have good separation from the adjoining condominium
development. As can be seen from the aerial (copy attached), the nearest structure on the adjoining
Fairway Preserve Condominiums property is a multi-car carport, which is roughly 30 feet to the
west. The distance to the nearest condominium building is roughly 85 feet (to the northwest), with
intervening parking and drive aisles.
The compactor itself is an automated unit and will be accessed on its East side, facing inwards to the
Amberton Townhomes community and away from the Fairway Preserve condominium property. It
will operate intermittently and has a cycle time of 30 seconds. According to the manufacturer it
operates at about 88 decibels. Since the compactor will be within a concrete block enclosure with
nine-foot-tall walls, the sound emanating from it will be further attenuated and therefore will not
generate unusual amounts of noise. Additionally, the dumpster (and its enclosure) is separated from
the nearest condominium by a much greater distance than average speaking distance, thus the actual
noise level will be further attenuated to lower than normal conversation levels. The effect of the
enclosure wall as a barrier and the attenuation over distance is illustrated by the attached Sound
Propagation Calculator exhibits. For someone standing at grade in front of the nearest condo, the
sound level would be attenuated to just over 40 decibels whereas the sound level on the outside of
the 3rd floor of the nearest condo would be attenuated to just under 44 decibels. Normal speech at a
distance of 3-5 feet is typically in the 60-70 decibel range. The condo walls would further attenuate
sound from the compactor. Per the attached Centers for Disease Control and Prevention (CDC)
“Common Sources of Noise and Decibel Levels” chart excerpt, the compactor will generate noise
approximately equivalent to a refrigerator hum at the nearest condo.
Consistency and Compatibility
The Future Land Use Element (FLUE) of Collier County’s Growth Management Plan provides the
framework for growth and development in the unincorporated county. As such, it enumerates
certain Goals, Objectives and Policies to direct growth and development. This includes
establishment of Future Land Use Designations and application thereof to land within the
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Deviations and Justifications Page 4 of 5
D:\ACTIVE PROJECTS\2018-0130NAPres\Applications\PUD Amendment\3rd Resubmittal\Deviations & Justifications 1-5-21.docx
Planeng, Inc.
unincorporated County. According to Collier County’s Future Land Use Map, the subject property
lies within the Urban Residential Subdistrict. According to the FLUE, the purpose of the Urban
Residential Subdistrict is to “provide for higher densities in an area with fewer natural resource
constraints and where existing and planned public facilities are concentrated”; it permits residential
density up to 16 units/acre. The Amberton Townhomes development has a density of 10.67
units/acre according to its approved SDPA (SDP2002-AR-3172). No additional density is proposed
as part of the compactor project. Consequently, the project is consistent with the underlying land
use.
Given the fact the compactor enclosure will be architecturally finished and screened from the
Fairview Preserve condominiums as well as the fact the noise will be significantly abated to less than
normal conversation levels, the proposed compactor is compatible with the adjoining Fairview
Condominiums development.
In addition to the above, Policy 5.6 of the FLUE states:
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 proposed compactor enclosure is connected to and in a limited way extends the infrastructure of
Dancing Wind Lane. The proposed compactor enclosure is not truly “new development”, but
rather necessary appurtenant infrastructure to address a current health, safety and welfare issue
caused by bears foraging for food. As such, and as described above, the proposed compactor
enclosure is compatible with surrounding land uses. It is also complimentary to the land uses as
solid waste disposal is a common and required function found in all developments.
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Deviations and Justifications Page 5 of 5
D:\ACTIVE PROJECTS\2018-0130NAPres\Applications\PUD Amendment\3rd Resubmittal\Deviations & Justifications 1-5-21.docx
Planeng, Inc.
Summary
The proposed compactor enclosure:
• Is necessary to address a public health, safety and welfare issue.
• Will provide a nine-foot tall, architecturally finished, solid enclosure to screen the compactor
from view.
• Will include an Autograph Plant hedge along the north face of the enclosure to further
screen it from view.
• Will generate less noise at the outside of the nearest Fairview Preserve condominium than
normal conversation levels; it will be roughly equivalent to that of a refrigerator hum.
• Will be located in an area currently devoid of landscape screening.
• Is consistent with the underlying “Urban Residential Subdistrict” Future Land Use
Designation.
• Is compatible with the Amberton Townhomes and Fairview Preserve Condominiums
developments.
Consequently, and in light of the above, we respectfully request approval of this PUD Insubstantial
Change application on behalf of the owners and residents of the Amberton Townhomes project.
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Olde Cypress PUD – PDI-PL20200000231 3/5/2021 Page 1 of 1
PROPOSED TEXT CHANGES TO OLDE CYPRESS PUD ORD. NO. 2000-37, AS AMENDED
SECTION IX
GENERAL DEVELOPMENT COMMITMENTS
9.14 DEVIATIONS
A. Deviation from LDC Sec. 4.06.02.C, which requires a 10-foot Type A buffer where
multi-family use abuts multi-family use to instead allow a 1-foot buffer yard, however, only in the
area where the compactor enclosure and approach apron will be located. [Enhanced plantings will
be included to mitigate the reduction in buffer width. These plantings will consist of four (4)
Autograph Plants (Clusea rosea), a minimum of 5 feet high at planting, planted at 5 feet on center.
SEE EXHIBIT SP-2]
Words struck through are deleted; words underlined are added.
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PROJECT AREARevisionsScaleNTS8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432(Amberton Townhomes Compactor)
NORTH 1, 7-22-20, Revised per Collier Countystaff review comments.2, 11-23-20, Revised per Collier Countystaff review comments.3, 1-5-20, Revised per Collier County staffreview comments.SP1Sheet No.2018-0130NAPres PUDi Plan SP1.dwg Plan DescriptionPUDInsubstantialChange SitePlan2/8/2021CAD date Reviewed byJMG, RMODateOlde Cypress PUD
3.B.ePacket Pg. 142Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)
RAMPHC Accessible Drop-Off AreaProposed concrete sidewalkExisting power poleDANCING
W
IND LANEE X I S T I N G T O W N H O M E SE X I S T I N G C L U B H O U S EOverall Property Area:28.69 acres (M.O.L.)Proposed Building Area:Proposed Project Area:2,753 s.f. (0.07 Ac.)0 sq.ft.Parcel ID Numbers:00188960004 & 00190040006 & 00188000003Existing / Proposed Use:TownhomesFlood Zone:X(Per FEMA FIRM map, Community Panel Number 12101 C 0426 F, revised 9/26/2014)Existing Zoning:P.U.D.SITE DATA TABLENOTES:1. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BEREMOVED FROM THE SITE Al\D SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BETHE RESPONSIBILITY OF THE PROPERTY OWNER.2. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIALAND FOR THE \1AINTEANCE OF THE REQUIRED IRRIGATION SYSTEM.3. THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OFTHE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE PREVIOUSLY APPROVED PLANS.4. VEGETATION TO BE RETAINED SHALL BE PROTECTED WITH APPROVED BARRlCADING (DETAILSHOWN) AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.FAIRVIEW PRESERVE CONDOMINIUMS
CompactorEnclosureRecyclables/Large ItemsEnclosureProperty Line 1' (Deviation A)11.96'Existing Palm Tree, Typ., relocated out of improvements area(Deviation "A")Approach apron10' Landscape Buffer per LDC Sec. 4.06.02.CProposed Autograph Plantshrubs (Clusea Rosea):Quantity - 4Min. Height - 5'Spacing - 5' O.C.RevisionsScale1" = 10'8067 Dream Catcher Circle, Naples, FL 34119 Pensacola:501 Fitzgerald StreetPensacola, FL 32505Tampa Bay:3737 Lake Joyce Dr.Land O Lakes, FL 34639T (813) 962.1752F (866) 413.6206T (850) 444.9493F (866) 688.1589Board of Professional EngineersCertificate of AuthorizationNo. 26432(Amberton Townhomes Compactor)NORTH1, 7-22-20, Revised per Collier Countystaff review comments.2, 11-23-20, Revised per Collier Countystaff review comments.3, 1-5-20, Revised per Collier County staffreview comments.SP2Sheet No.2018-0130NAPres PUDi Plan SP2.dwg Plan DescriptionPUDInsubstantialChange SitePlan2/8/2021CAD date Reviewed byJMG, RMODateOlde Cypress PUD
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3.B.ePacket Pg. 150Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
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3.B.ePacket Pg. 153Attachment: Attachment D - Backup Package 2-8-21 w posting (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliercountyfl.gov (239) 252-2400 FAX: (239) 252-6358
Hybrid Virtual Quasi-Judicial Public Hearing Waiver
Emergency/Executive Order 2020-04
Hearing of the Collier County Hearing Examiner
For Petition Number(s): _________________________________________________________________
Regarding the above subject petition number(s), ________________________________ (Name of
Applicant) elects to proceed during the declared emergency with hybrid virtual public hearing of the
Collier County Hearing Examiner, and waives the right to contest any procedural irregularity due to the
hybrid virtual nature of the public hearing.
Name: _________________________________ Date: ___________________________
Signature: ______________________________
Applicant*
Legal Counsel to Applicant
* This form must be signed by either the Applicant (if the applicant is a corporate entity, this must be an
officer of the corporate entity) or the legal counsel to the Applicant.
3.B.f
Packet Pg. 154 Attachment: HEX Hybrid Meeting Waiver - TEG Amberton MLA (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliercountyfl.gov (239) 252-2400 FAX: (239) 252-6358
Hybrid Virtual Quasi-Judicial Public Hearing Waiver
Emergency/Executive Order 2020-04
Hearing of the Collier County Hearing Examiner
For Petition Number(s): _________________________________________________________________
Regarding the above subject petition number(s), ________________________________ (Name of
Applicant) elects to proceed during the declared emergency with hybrid virtual public hearing of the
Collier County Hearing Examiner, and waives the right to contest any procedural irregularity due to the
hybrid virtual nature of the public hearing.
Name: _________________________________ Date: ___________________________
Signature: ______________________________
Applicant*
Legal Counsel to Applicant
* This form must be signed by either the Applicant (if the applicant is a corporate entity, this must be an
officer of the corporate entity) or the legal counsel to the Applicant.
3.B.g
Packet Pg. 155 Attachment: HEX Hybrid Meeting Waiver - TEG Amberton MSR (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliercountyfl.gov (239) 252-2400 FAX: (239) 252-6358
Hybrid Virtual Quasi-Judicial Public Hearing Waiver
Emergency/Executive Order 2020-04
Hearing of the Collier County Hearing Examiner
For Petition Number(s): _________________________________________________________________
Regarding the above subject petition number(s), ________________________________ (Name of
Applicant) elects to proceed during the declared emergency with hybrid virtual public hearing of the
Collier County Hearing Examiner, and waives the right to contest any procedural irregularity due to the
hybrid virtual nature of the public hearing.
Name: _________________________________ Date: ___________________________
Signature: ______________________________
Applicant*
Legal Counsel to Applicant
* This form must be signed by either the Applicant (if the applicant is a corporate entity, this must be an
officer of the corporate entity) or the legal counsel to the Applicant.
3.B.h
Packet Pg. 156 Attachment: HEX Hybrid Meeting Waiver - TEG Amberton MVP (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliercountyfl.gov (239) 252-2400 FAX: (239) 252-6358
Hybrid Virtual Quasi-Judicial Public Hearing Waiver
Emergency/Executive Order 2020-04
Hearing of the Collier County Hearing Examiner
For Petition Number(s): _________________________________________________________________
Regarding the above subject petition number(s), ________________________________ (Name of
Applicant) elects to proceed during the declared emergency with hybrid virtual public hearing of the
Collier County Hearing Examiner, and waives the right to contest any procedural irregularity due to the
hybrid virtual nature of the public hearing.
Name: _________________________________ Date: ___________________________
Signature: ______________________________
Applicant*
Legal Counsel to Applicant
* This form must be signed by either the Applicant (if the applicant is a corporate entity, this must be an
officer of the corporate entity) or the legal counsel to the Applicant.
3.B.i
Packet Pg. 157 Attachment: HEX Hybrid Meeting Waiver - TEG Amberton WAV (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.colliercountyfl.gov (239) 252-2400 FAX: (239) 252-6358
Hybrid Virtual Quasi-Judicial Public Hearing Waiver
Emergency/Executive Order 2020-04
Hearing of the Collier County Hearing Examiner
For Petition Number(s): _________________________________________________________________
Regarding the above subject petition number(s), ________________________________ (Name of
Applicant) elects to proceed during the declared emergency with hybrid virtual public hearing of the
Collier County Hearing Examiner, and waives the right to contest any procedural irregularity due to the
hybrid virtual nature of the public hearing.
Name: _________________________________ Date: ___________________________
Signature: ______________________________
Applicant*
Legal Counsel to Applicant
* This form must be signed by either the Applicant (if the applicant is a corporate entity, this must be an
officer of the corporate entity) or the legal counsel to the Applicant.
3.B.j
Packet Pg. 158 Attachment: HEX Hybrid Meeting Waiver - TEG Amberton (15218 : PL20200000231 PDI Olde Cypress PUD - Amberton Townhomes Compactor)