Agenda 11/13/2012 Item #17B11/13/2012 Item 17.13.
EXECUTIVE SUMMARY
Recommendation to consider a Resolution amending Resolution Numbers 2004 -89 and 2005 -
234A for the Town of Ave Maria Stewardship Receiving Area to revise the SRA Master Plan
to add an access point on Oil Well Road. The property is located north of Oil Well Road and
west of Camp Keais Road in Sections 31 through 33, Township 47 South, Range 29 East and
Sections 4 through 9 and 16 through 18, Township 48 South, Range 29 East in Collier County,
Florida. [Petition Number SRAA- PL20120000705 and companion to DOA- PL2012- 000011601
OBJECTIVE:
To have the Board of County Commissioners (BCC) review staff's findings and recommendations
along with the recommendations of the Collier County Planning Commission (CCPC) regarding the
above referenced petition and render a decision regarding this petition; and ensure the project is in
harmony with all the applicable codes and regulations in order to ensure that the community's
interests are maintained.
CONSIDERATIONS:
The petitioner is requesting an amendment to the Town of Ave Maria Stewardship Receiving Area
(SRA) to revise the Master Plan to add an additional access point on Oil Well Road that would
connect to the Arthrex Commerce Park. This petition is amending the SRA resolutions
(Resolutions No. 2004 -89 and 2005 -234A, and most recently 2011-13 1) pursuant to Section 4.08.07
of the Collier. County Land Development Code. Resolution No. 2011 -131. This petition is a
companion petition to a Development of Regional Impact (DRI) Development Order (DO)
amendment to make the same changes to the DRI DO. Staff has provided excerpts from the
approved and proposed plans to show the proposed change.
Existing Access Point
Existing Access Point
Excerpt from approved SRA Master Plan showing existing access points
Ave Maria SRA; SRAA- PL20120000705
Revised: 10/10/12
BCC Hearing Date 11/13/12
Packet Page -3217-
Page 1 of 5
11/13/2012 Item 17.13.
xisting Access Point
Existing Access Point
roposed Access Point
Excerpt from proposed SRA Master Plan
showing existing and proposed access points to Oil Well Road
Arthrex Commerce Dr.
- __ ....._... _...._r._ ._ _:e...,.
X�i
's
Oil Well Road
x
�r
F; ey ❑'w
'y T
,f I M
d A.
additional access point connection
Excerpt from approved SDP Plans for Arthrex Commerce Center (SDP- PL20110002702)
In staff's review, staff considered, and primarily focused upon, this request's compatibility with
adjacent land uses, and the criteria listed in Land Development Code Sections 4.08.07.E.1 and
4.08.07.A.I and the Growth Management Plan. The proposed amendment changes comply with the
Ave Maria SRA; SRAA- PL20120000705 Page 2 of 5
Revised: 10/10/12
BCC Hearing Date 11/13112
Packet Page -3218-
11/13/2012 item 17.13.
requirements of the SRA procedures set forth in LDC Section 4.08.07. In compliance with LDC
Section 4.08.07.E, the proposed changes are not in conflict with any SRA suitability criteria, Rural
Lands Stewardship Area (RLSA) District regulations. The proposed changes continue to direct
incompatible land uses away from Flow Way Stewardship Areas (FSAs), Habitat Stewardship
Areas (HSAs), Water Retention Areas (WRAs), and Conservation Lands. The petitioner has
already demonstrated that he has acquired or will acquire sufficient Stewardship Credits to
implement the SRA uses. The proposed changes should not have negative environmental and
public infrastructure impacts. The proposed amendment does not change the overall approved uses,
increase the overall approved density or overall use intensity, nor changes the perimeter boundaries
of the SRA (or DRI), but it does add an additional access point onto Oil Well Road. Staff believes
the proposed amendment is consistent with the criteria for an SRA amendment.
FISCAL IMPACT:
The County collects impact fees prior to the issuance of building permits to help offset the impacts
of each new development on public facilities. These impact fees are used to fund projects identified
in the Capital Improvement Element of the Growth Management Plan as needed to maintain
adopted Level of Service (LOS) for public facilities. Additionally, in order to meet the
requirements of concurrency management, the developer of every local development order
approved by Collier County is required to pay a portion of the estimated Transportation Impact Fees
associated with the project in accordance with Chapter 74 of the Collier County Code of Laws and
Ordinances. Other fees collected prior to issuance of a building permit include building permit
review fees. Finally, additional revenue is generated by application of ad valorem tax rates, and that
revenue is directly related to the value of the improvements. Please note that impact fees and taxes
collected were not included in the criteria used by staff and the Planning Commission to analyze
this petition.
GROWTH MANAGEMENT PLAN (GMP) IMPACT:
Comprehensive Planning Staff has reviewed this petition and has found it consistent with the
applicable policies of the Future Land Use Element. A detailed analysis of the project's consistency
with the FLUE, Transportation Element and the Conservation and Coastal Management Element is
contained in the Staff Report prepared for the Planning Commission.
COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION:
This item was heard by the CCPC at the October 4, 2012 hearing, and by a vote of 7 to 0 the CCPC
voted to forward this petition to the Board of County Commissioners (BCC) with a
recommendation of approval. No correspondence in opposition to this petition has been submitted
for the current proposal; no one spoke at the CCPC hearing voicing opposition to the project and the
CCPC vote was unanimous. Therefore, this petition can be placed on the Summary Agenda.
LEGAL CONSIDERATIONS:
This is an amendment to the Master Plan of the Ave Maria Stewardship Receiving Area. The
burden falls upon the applicant for the amendment to prove that the proposal is consistent with all of
Ave Maria SRA; SRAA- PL20120000705
Revised: 10/10/12
BCC Hearing Date 11/13/12
Packet Page -3219-
Page 3 of 5
11/13/2012 Item 17.13.
the criteria set forth below. The burden then shifts to the Board of County Commissioners (BCC),
should it consider denial, that such denial is not arbitrary, discriminatory or unreasonable. This
would be accomplished by finding that the amendment does not meet one or more of the listed
criteria.
The following criteria are to be considered by the BCC:
Criteria for SRA Amendment
1. Consider: Compatibility with adjacent land uses.
2. Consider: An SRA must contain sufficient suitable land to accommodate the planned
development.
3. Consider: Residential, commercial, manufacturing /light industrial, group housing, and
transient housing, institutional, civic and community service uses within an SRA shall not
be sited on lands that receive a natural Resource Index value of greater than 1.2.
4. Consider: Conditional use essential services and governmental essential services, with the
exception of those necessary to serve permitted uses and for public safety, shall not be
sited on land that receives a Natural Resource Index value of greater than 1.2, regardless
of the size of the land or parcel.
5. Consider: Lands or parcels that are greater than one acre and have an Index Value greater
than 1.2 shall be retained as open space and maintained in a predominantly natural
vegetated state.
6. Consider: Open space shall also comprise a minimum of thirty -five percent of the gross
acreage of an individual SRA Town, Village, or those Compact Rural Developments
(CRDs) exceeding 100 acres. Gross acreage includes only that area of development within
the SRA that requires the consumption of Stewardship Credits.
7. Consider: As an incentive to encourage open space, open space on lands within an SRA
located outside of the ACSC that exceeds the required thirty -five percent retained open
space shall not be required to consume Stewardship Credits.
8. Consider: An SRA may be contiguous to an FSA or HSA, but shall not encroach into
such areas, and shall buffer such areas as described in LDC Section 4.08.07 J.6. An SRA
may be contiguous to, or encompass a WRA.
9. Consider: The SRA must have either direct access to a County collector or arterial road or
indirect access via a road provided by the developer that has adequate capacity to
accommodate the proposed development in accordance with accepted transportation
planning standards.
10. Consider: Conformity of the proposed SRA with the goals, objectives, and policies of the
GMP.
Ave Maria SRA; SRAA- PL20120000705
Revised: 10/10/12
BCC Hearing Date 11/13/12
Packet Page -3220-
Page 4 of 5
11/13/2012 Item 17.13.
l l . Consider: Suitability criteria described in Items 2 through 9 above [LDC Section 4.08.07
A.1.] and other standards of LDC Section 4.08.07.
12. Consider: SRA master plan compliance with all applicable policies of the RLSA District
Regulations, and demonstration that incompatible land uses are directed away from FSAs,
HSAs, WRAs, and Conservation Lands.
13. Consider: Assurance that applicant has acquired or will acquire sufficient Stewardship
Credits to implement SRA uses.
14. Consider: Impacts, including environmental and public infrastructure impacts.
The BCC must base its decision upon the competent, substantial evidence presented by the written
materials supplied to it, including but not limited to the Staff Report, Executive Summary, maps,
studies, letters from interested persons and the oral testimony presented at the BCC hearing as these
items relate to these criteria. The proposed Resolution was prepared by the County Attorney's
Office. This Executive Summary has been reviewed for legal sufficiency and is legally sufficient for
Board action. A majority vote is needed for Board approval. (HFAC)
RECOMMENDATION:
Staff concurs with the recommendations of the CCPC and further recommends that the Board of
County Commissioners approve the request subject to the attached Resolution that includes both the
staff recommendation and the CCPC recommendation.
PREPARED BY:
Kay Deselem, AICP, Principal Planner, Planning & Zoning Department, Growth Management
Division, Planning and Regulation
Attachments: 1) Staff Report
2) Back -up information
3) Resolution
Ave Maria SRA; SRAA- PL20120000705
Revised: 10/10/12
BCC Hearing Date 11/13/12
Packet Page -3221-
Page 5 of 5
COLLIER COUNTY
Board of County Commissioners
Item Number: 17. B.
11/13/2012 Item 17.B.
Item Summary: This item requires that ex parte disclosure be provided by Commission
members. Should a hearing be held on this item, all participants are required to be sworn in.
Recommendation to consider a Resolution amending Resolution Numbers 2004 -89 and 2005 -
234A for the Town of Ave Maria Stewardship Receiving Area to revise the SRA Master Plan to
add an access point on Oil Well Road. The property is located north of Oil Well Road and west
of Camp Keais Road in Sections 31 through 33, Township 47 South, Range 29 East and Sections
4 through 9 and 16 through 18, Township 48 South, Range 29 East in Collier County, Florida.
[Petition Number SRAA- PL20120000705 and companion to DOA- PL2012- 00001160]
Meeting Date: 11/13/2012
Prepared By
Name: DeselemKay
Title: Planner, Principal, Engineering & Environmental Ser
10/4/2012 4:44:48 PM
Approved By
Name: PuigJudy
Title: Operations Analyst, GMD P &R
Date: 10/10/2012 2:29:23 PM
Name: BellowsRay
Title: Manager - Planning, Comprehensive Planning
Date: 10/11/2012 9:18:47 AM
Name: BosiMichael
Title: Manager - Planning,Comprehensive Planning
Date: 10/11/2012 5:08:16 PM
Name: AshtonHeidi
Title: Section Chief /Land Use- Transportation,County Attor
Date: 10/24/2012 8:29:17 AM
Name: Marcellaleanne
Packet Page -3222-
Title: Executive Secretary,Transportation Planning
Date: 10/25/2012 9:23:52 AM
Name: KlatzkowJeff
Title: County Attorney
Date: 10/25/2012 3:34:37 PM
Name: FinnEd
Title: Senior Budget Analyst, OMB
Date: 10/26/2012 5:12:22 PM
Name: OchsLeo
Title: County Manager
Date: 11 /3/2012 11:50:52 AM
Packet Page -3223-
11/13/2012 Item 17.13.
AGEN 11/13/2012 Item 17.B.
STAFF REPORT
TO: COLLIER COUNTY PLANNING COMMISSION
FROM: ZONING SERVICES — PLANNING & ZONING DEPARTMENT
GROWTH MANAGEMENT DIVISION -- PLANNING & REGULATION
HEARING DATE: OCTOBER 4, 2012
SUBJECT: SRAA- PL20120000705, THE TOWN OF AVE MARIA STEWARDSHIP
RECEIVING AREA (SRA) [COMPANION TO PETITION NUMBER DOA -
PL201200001160]
PROPERTY OWNER & APPLICANT /AGENT:
Owners /Applicants:
Barron Collier Partnership, LLLP RES Collier Holdings, LLC Ave Maria Development LLLP
& AMULT, LLC 1370 Creekside Parkway 2600 Golden Gate Pkwy.
2600 Golden Gate Pkwy, Ste 200. Naples, FL 34108 Naples, FL 34101
Naples, FL 34105
Agents:
John M. Passidomo, Esq. Alexis Crespo, AICP
Cheffy Passidomo Waldrop Engineering, P.A.
821 Fifth Ave S., Suite 201 28100 Bonita Grande Dr., Suite 305
Naples, FL 34102 Bonita Springs, FL 34135
REQUESTED ACTION:
The petitioner is requesting an amendment to the Town of Ave Maria SRA to revise the Master Plan to add
an additional access point on Oil Well Road that would connect to the Arthrex Commerce Park.
GEOGRAPHIC LOCATION:
The subject property, consisting of 5,027 acres, is located on the north side of Oil Well Road, the west side
of Camp Keais Road and approximately 6,000 feet south of Immokalee Road (CR -846). The property lies
within Sections 4 -9 & 16 -18, Township 48 South, Range 29 East and Sections 31 -33 Township 47 South,
Range 29 East. (See the location map on following page)
This petition is amending the SRA resolutions (Resolutions No. 2004 -89 and 2005 -234A, and most
recently 2011 -131) pursuant to Section 4.08.07 of the Collier County Land Development Code. Resolution
No. 2011 -131 approved a Master Plan amendment to divide Town Center 2 into Town Center 2a and 2b,
moving Town Center 2b, approximately 50 acres in size, from Camp Keais Road to a site along Oil Well
Town of Ave Maria SRA, SRAA- PL20120000705
October 4, 2012 CCPC
Revised: 9/19112
Packet Page -3224-
Page 1 of 6
r-
0
L J
D
O
z
D
I�
M
O
z
xt
D
D
"D
r
N
0
N
N
O
Z
z
G)
D
11/13/2012 Item
O�
1 -75
l/ m m
S.R. 951 a
11 C.R. 951
1'llll r �
o 0
>1M
o z
a
Qa
�Do
m �
4 0 0 m
N
f1
q Da
4 E�
\ S.R. 29
mo
7A4
0 o Y
z
7�
ro su
17.13.
raCKei rage -sLL:)-
r
O
(i fn
u
-
m
r�
z
lr
P
MNMA '
° r
iw "Ri eoLtiv
w
k
CAMP NEIJS 0.0M
raCKei rage -sLL:)-
11/13/2012 Item 17.B.
n n L. -
00
> > > > > >
OIL WELL ROAD
O
L u
Packet Page -3226-
LA
IV, 31
qq
in
�jEl
17
51
J91
4"
4��,
fI
n n L. -
00
> > > > > >
OIL WELL ROAD
O
L u
Packet Page -3226-
n n L. -
00
> > > > > >
11/13/2012 Item 17.13.
Road as depicted on the attached SRA Master Plan. In addition, the westernmost access point was moved
to accommodate the Town Center 2b relocation. The proposed Arthrex Commerce Park that this new
access point will serve is located in Town Center 2b.
This petition is a companion petition to a Development of Regional Impact (DRI) Development Order
(DO) amendment to make the same changes to the DRI DO.
Staff has provided excerpts from the approved and proposed plans to show the proposed change.
Existing ^,cc s Point
� k
q4
Excerpt from approved SRA Master Plan
showing existing access points
_" Stina AccesS Po4r:t
Excerpt from proposed SRA Master Plan
showing existing and proposed access points to Oil Well Road
Town of Ave Maria SRA, SRAA- PL20120000705
October 4, 2012 CCPC
Revised: 9119112
Packet Page -3227-
Page 2 of 6
•
■ Ip �F r Y
q4
Excerpt from approved SRA Master Plan
showing existing access points
_" Stina AccesS Po4r:t
Excerpt from proposed SRA Master Plan
showing existing and proposed access points to Oil Well Road
Town of Ave Maria SRA, SRAA- PL20120000705
October 4, 2012 CCPC
Revised: 9119112
Packet Page -3227-
Page 2 of 6
—
x
rte,
Oil Well Road
.7
11/13/2012 Item 17.13.
Arthrex Commerce Dr.
=� NMY'4
VI
Excerpt from approved SDP Plans for Arthrex Commerce Center (SDP- PL20110002702
GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY:
Future Land Use Element (FLUE): The subject property is designated on the Future Land Use Map and
Map Series as Agriculture /Rural, Agriculture /Rural Mixed Use District and is within the Rural Lands
Stewardship Area Overlay (RLSA). The Town of Ave Maria is an approved and partially developed
Stewardship Receiving Area (SRA) and Development of Regional Impact (DRI), both of which were
deemed consistent with the Future Land Use Element at time of approval in 2005. This petition seeks to
amend the SRA Master Plan to allow an additional access onto Town Center 2b from Oil Well Road (CR
858). The SRA document and Master Plan is incorporated by reference into the DRI Development Order;
a companion petition (DOA- PL2012 -1160) is seeking the same amendment to the DRI.
The proposed amendment does not change the approved uses, increase the approved density or use
intensity, nor change the boundaries of the SRA (or DRI). No amendments have been made to the FLUE
RLSA Overlay since original approval of this SRA that would affect its consistency
Based upon the above analysis, staff finds that the proposed amendment to the Town of Ave Maria SRA
may be deemed consistent with the Future Land Use Element of the Growth Management Plan.
STAFF REVIEW:
Zoning Review: The proposed amendment changes comply with the requirements of the SRA procedures
set forth in LDC Section 4.08.07. In compliance with LDC Section 4.08.07.E, the proposed changes are
not in conflict with any SRA suitability criteria, RLSA District regulations. The proposed changes
continue to direct incompatible land uses away from FSAs, HSAs, WRAs, and Conservation Lands. The
petitioner has already demonstrated that he has acquired or will acquire sufficient Stewardship Credits to
Town of Ave Maria SRA, SRAA- PL20120000705 Page 3 of 6
October 4, 2012 CCPC
Revised: 9/19112
Packet Page -3228-
11/13/2012 Item 17.13.
implement the SRA uses. The proposed changes should not have negative environmental and public
infrastructure impacts. The proposed amendment does not change the overall approved uses, increase the
overall approved density or overall use intensity, nor changes the perimeter boundaries of the SRA (or
DRI), but it does add an additional access point onto Oil Well Road. Staff believes the proposed
amendment is consistent with the Criteria for an SRA amendment
Transportation Review: Transportation Planning staff has reviewed the Ave Maria Development Order
Amendment and Stewardship Receiving Area Amendment and has determined that the proposed
amendments do not present an additional impact on the adjacent roadway network. As such, the roadway
network has sufficient capacity to accommodate this project within the 5 -year planning period, and staff
recommends that this project be found consistent with Policy 5.1 of the Transportation Element of the
Growth Management Plan (GMP).
A Traffic Impact Statement (TIS) was included that detailed revised project distribution, and demonstrated
justification for creating a new East -Bound Left Turn movement to serve a portion of the project that has
recently been modified. This TIS addresses this project's existing traffic impacts and examines anticipated
changes to the distribution characteristics of the DRI. Nothing in the analysis indicates that this change
would impact the project's consistency with GMP Transportation Element Policy 5.1. Additionally,
revision of the project distribution may serve to delay the need for future signalization of the Camp
Keais /Oil Well Road intersection.
Environmental Review: Environmental Services staff has reviewed the petition to address environmental
concerns. The proposed amendment, to add an access point on Oil Well Road, does not raise any
environmental issues. This petition did not require an Environmental Advisory Council Board (EAC)
hearing because the proposed amendment does 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.
COUNTY ATTORNEY OFFICE REVIEW:
The County Attorney Office has reviewed the staff report for this petition revised on September 14, 2012.
The following criteria are to be considered by the CCPC:
Criteria for SRA Amendment
1. Consider: Compatibility with adjacent land uses.
2. Consider: An SRA must contain sufficient suitable land to accommodate the planned
development.
3. Consider: Residential, commercial, manufacturing/light industrial, group housing, and transient
housing, institutional, civic and community service uses within an SRA shall not be sited on lands
that receive a natural Resource Index value of greater than 1.2.
4. Consider: Conditional use essential services and governmental essential services, with the
exception of those necessary to serve permitted uses and for public safety, shall not be sited on
land that receives a Natural Resource Index value of greater than 1.2, regardless of the size of the
land or parcel.
Town of Ave Maria SRA, SRAA- PL20120000705 Page 4 of 6
October 4, 2012 CCPC
Revised: 9/19/12
Packet Page -3229-
11/13/2012 Item 17.13.
5. Consider: Lands or parcels that are greater than one acre and have an Index Value greater than
1.2 shall be retained as open space and maintained in a predominantly natural vegetated state.
6. Consider: Open space shall also comprise a minimum of thirty -five percent of the gross acreage
of an individual SRA Town, Village, or those CRDs exceeding 100 acres. Gross acreage includes
only that area of development within the SRA that requires the consumption of Stewardship
Credits.
7. Consider: As an incentive to encourage open space, open space on lands within an SRA located
outside of the ACSC that exceeds the required thirty-five percent retained open space shall not be
required to consume Stewardship Credits.
8. Consider: An SRA may be contiguous to an FSA or HSA, but shall not encroach into such areas,
and shall buffer such areas as described in LDC Section 4.08.07 J.6. An SRA may be contiguous
to, or encompass a WRA.
9. Consider: The SRA must have either direct access to a County collector or arterial road or
indirect access via a road provided by the developer that has adequate capacity to accommodate
the proposed development in accordance with accepted transportation planning standards.
10. Consider: Conformity of the proposed SRA with the goals, objectives, and policies of the GMP.
11. Consider: Suitability criteria described in Items 2 through 9 above [LDC Section 4.08.07 A.1.]
and other standards of LDC Section 4.08.07.
12. Consider: SRA master plan compliance with all applicable policies of the RLSA District
Regulations, and demonstration that incompatible land uses are directed away from FSAs, HSAs,
WRAs, and Conservation Lands.
13. Consider: Assurance that applicant has acquired or will acquire sufficient Stewardship Credits to
implement SRA uses.
14. Consider: Impacts, including environmental and public infrastructure impacts.
STAFF RECOMMENDATION:
Staff recommends that the Collier County Planning Commission (CCPC) forward Petition SRAA-
PL20120000705 to the Board of County Commissioners (BCC) with a recommendation of approval as
described by the accompanying resolution.
Town of Ave Maria SRA, SRAA- PL20120000705 Page 5 of 6
October 4, 2012 CCPC
Revised: 9/19112
Packet Page -3230-
PREPARED BY:
n
KAY UESELEM, AICP, PRINCIPAL PLANNER
DEPARTMENT OF PLANNING AND ZONING
REVIEWED BY:
RAYM ,RD V. BELLOWS, ZONING MANAGER
DEPARTMENT OF PLANNING AND ZONING
MIKE BOSI, AICP, INTERIM DIRECTOR
DEPARTMENT OF PLANNING AND ZONING
APPROVED BY:
LNICKtASALANGUMDA,,�A INISTRATOR
GROWTH MANAGEi4ENT DIVISION
11/13/2012 Item 17.13.
?15-11;,
DATE
DATE
g - 'f - t -
DATE
DATE
1
Tentatively scheduled for the December 11, 2012 Board of County Commissioners Meeting
Town of Ave Maria SRA, SRAA- PL20120000705
October 4, 2012 CCPC
Revised: 9/17/12
Packet Page -3231-
Page 6 of 6
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
COVER LETTER
Packet Page -3232-
11/13/2012 Item 17.B.
a_
May 1, 2012
REVISED June 25, 2012
Ms. Kay Deselem, AICP
Zoning & Land Development Review Department
Collier County Community Development
2800 North Horseshoe Drive
Naples, Florida 34104
RE: Town of Ave Maria Stewardship Receiving Area Amendment (SRAA)
SRAA- PL20120000705
Dear Ms. Deselem:
On behalf of RES Collier Holdings, LLC ( "Applicant "), please find the enclosed Stewardship
Receiving Area Amendment (SRAA) application for Staff's review and approval. The Applicant is
requesting to amend the SRA Master Plan to allow for an additional access point from Oil Well
Road to Arthrex Commerce Park, as described in the enclosed application.
The Applicant is concurrently filing a Notice of Proposed Change (NOPC) application with the
Southwest Florida Regional Planning Council (SWFRPC) to amend Map "H" in accordance with
the proposed SRA Master Plan amendment. No text changes to either the Town Plan or
Development of Regional Impact (DRI) Development Order (DO) are proposed as part of this
application.
BACKGROUND
The Town of Ave Maria is a master- planned community originally approved per Development
Order 05 -01 /Resolutions 05 -235 and Resolution 05 -234A, and subsequently amended per
Development Order 08 -01 /Resolution 08 -153. The project is generally located north of Oil Well
Road and west of Camp Keais Road and comprises 5,027 + /- acres. The DRI Development Order
allows for the development of a 6,000 student university, 11,000 residential dwelling units, 1.2M
square feet of commercial and office uses, 400 hotel rooms, and additional ancillary uses.
The originally approved DRI Map "H" identified two (2) access points onto Oil Well Road and two
(2) access points onto Camp Keais Road. Through a subsequent amendment (PL20100000313), the
western -most access point to Oil Well Road was shifted eastward to allow direct connection to the
relocated Town Center 2b /Arthrex Commerce Park.
Packet Page -3233-
11/13/2012 Item 17.13.
REQUEST
The Applicant is requesting approval to modify the SRA Master Plan to add an access point from
Oil Well Road to the Arthrex Commerce Park site, as shown on the proposed SRA Master Plan
attached. The access point will allow for improved ingress /egress to the Arthrex Commerce Park,
particularly to the Arthrex manufacturing facility, a 200,000 + /- s.f. operation approved per SDP -
PL20110002702.
The facility will operate with three (3) shifts per day, and will employ 250 people per shift upon
completion in Spring 2013. The Applicant anticipates expanding the facility within five (5) years of
opening to allow for an additional 85,000 + /- s.f. of manufacturing and accessory uses, with a total of
700 employees per shift. The unprecedented pace of now anticipated growth of the facility and the
disproportionate concentration of vehicular activity around employee shift changes have precipitated
the need to disperse traffic and triggered this proposal for an additional point of ingress and egress to
the facility.
The proposed directional median opening will divert traffic from the Oil Well Road/Arthrex
Conunerce Drive intersection and reduce the major street delay at this intersection by approximately
9% to 25 %, and the minor street delay by approximately 43% to 73 %. The proposed directional
median opening will, therefore, delay the potential signalization of the Oil Well Road/Arthrex
Commerce Drive intersection.
Accordingly, the proposed access point will improve public health, safety and welfare by providing
additional ingress /egress to this major employment center, and will alleviate congestion at the
Arthrex Commerce Drive /Oil Well Road intersection. Please refer to the enclosed email from Leo
Rodgers, Immokalee Fire Control District Fire Marshal, indicating his support for the proposed
access.
The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park
Drive /Oil Well Road intersection, and therefore exceeds the County's minimum connection
separation requirements. Additionally, as outlined in the attached Traffic Impact Statement prepared
by David Plummer and Associates, the projected volume at the intersection will exceed the County's
thresholds for a new median opening.
Based on the proposed SRAA's compliance with County standards, as well as the significant benefit
to public health, safety and welfare, the Applicant respectfully requests approval of the enclosed
application. Per the pre- application meeting held on April 4, 2012, please find the following items
enclosed for staff review and approval:
1. One (1) check (# 1899) in the arnount of $11,725.00 for the SRAA application fee and one
(1) fee calculation sheet (submitted 5/1/2012);
2. Twenty -four (24) copies of the cover letter briefly describing the amendment;
3. Twenty-four (24) copies of the completed SRAA application;
4. Two (2) copies Pre - application Meeting Notes;
5. Twenty -four (24) copies of the approved SRA Master Plan;
6. Twenty -four (24) copies the proposed SRA Master Plan, 11 "X17 ", and one (1) 8.5 "X11';
Packet Page -3234-
11/13/2012 Item 17.B.
7. Two (2) copies of list identifying owner and all parties of the corporation (disclosure of
interest) for Barron Collier Partnership, LLLP, AMULT, LLC, Ave Maria Development,
LLLP, and RES Collier Holdings, LLC;
8. Two (2) copies of the signed and notarized Affidavit for Barron Collier Partnership, LLLP,
AMULT, LLC, Ave Maria Development, LLLP, and RES Collier Holdings, LLC;
9. Two (2) copies of the approved Addressing Checklist;
10. Seven (7) hard copies of the TIS prepared by David Plummer & Associates and three (3)
copies on CD -ROM;
11. Two (2) copies of the email from Fire Marshal Leo Rodgers with the Immokalee Fire
Control District indicating support of the proposed access; and
12. Three (3) copies of the complete submittal on CD -ROM;
Thank you in advance for your consideration of this request. Please contact me directly at (239)
405 -7777 ext. 207, or alexisc),,waldropenLineeriniz.com, if you have any questions or require further
information.
Sincerely,
WALDROP ENGINEERING, P.A.
XV70
Alexis V. Crespo, AICP, LEED AP
Principal Planner
Enclosures
cc: Rick Losee, LAI Design Associates, LLC
John Passidomo, Cheffy Passidomo
Suresh Karre, David Plummer & Associates
Packet Page -3235-
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL -2012 -705
CCPC Packets
SRAA APPLICATION
Packet Page -3236-
Co Mer County
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
11/13/2012 Item 17.13.
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
239) 252 -2400 FAX (239) 252 -6358
www.colliergov.net
STEWARDSHIP RECEIVING AREA AMENDMENT (SRAA)
APPLICATION
Submit the Application to:
Collier County Growth Management Division
Attn: Business Center
2800 N. Horseshoe Drive, Naples Florida 34104
Phone (239) 252 -2400 / Fax (239) 252 -6358
The Applicant shall submit to the Collier County Growth Management Division twenty -one (21) copies of
the application package for verification of completeness. The application package shall also contain
completed copies of the appropriate form(s) as provided herein. The Applicant is responsible for
providing additional copies for public hearings and for County records, once the application is finalized.
REQUIRED FEES
Application Fee: $7.000 plus $25 per acre (maximum S 10 0001.
Fire Plan Review Fee! $300 00 Please make check payable to: Board of County Commissioners
SRA AIAENDMENTS (LDC 4.08.07 F.4.)
Approval of minor changes and refinements to an
considered upon written request of the applicant.
appropriate County staff to ensure that the changes
applicable County ordinance and regulations.
SRA Master Plan or development document may be
Minor changes and refinements shall be reviewed by
and refinements are otherwise in compliance with all
(1) The minor change or refinement shall be consistent with the RLSA Overlay, the RLSA District Regulations,
and the SRA development document's amendment provisions.
(2) The minor change or refinement shall be compatible with contiguous land uses and shall not create
detrimental impacts to abutting land uses, water management facilities, and conservation areas within or
external to the SRA.
(3) Minor changes or refinements, include but are not limited to:
(a) Reconfiguration of lakes, ponds, canals, or other water management facilities where such
changes are consistent with the criteria of the SFWMD and Collier County
(b) Internal realignment of rights -of -way, other than a relocation of access points to the SRA itself,
where water management facilities, preservation areas, or required easements are not
adversely affected
(c) Reconfiguration of parcels where there is no encroachment into the conservation areas or lands
with an Index Value of 1.2 or hiaher.
February 4, 2011
Packet Page -3237-
Gorr County
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
11/13/2012 Item 17.13.
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
239) 252 -2400 FAX (239) 252 -6358
www.colliergov.net
STEWARDSHIP RECEIVING AREA AMENDMENT (SRAA)
APPLICATION
PROJECT NUMBER
PROJECT NAME To be completed by staff
DATE PROCESSED
APPLICANT INFORMATION
AGENT: John M. Passidomo
FIRM: Cheffy Passidomo
ADDRESS: 821 5th Avenue South, Naples, FL 34102
PHONE: (239) 436 -1529
E -MAIL: lmpassidomo @napleslaw.com
APPLICANT: RES Collier Holdings, LLC
FIRM: RES Collier Holdings, LLC
FAX: (239) 261 -0884
ADDRESS: 1370 Creekside Parkway, Naples, FL 34108
PHONE: (239) 643 -5553
E -MAIL:
CELL. 239 - 250 -3894
FAX: 1- 800 - 643 -9310 CELL:
LAND OWNER: Barron Collier Partnership, LLLP & AMULT, LLC
ADDRESS: 2600 Golden Gate Parkway, Suite 200, Naples, FL 34105
PHONE: (239) 262 -2600 —
E -MAIL: dgenson @barroncollier.com
FAX: (239) 403 -6808
LAND OWNER: RES Collier Holdings I I C
ADDRESS: 1 ?70 ra -ksidP Parkway. Nanlac Fl 34108
PHONE: (231_ _) .643 -5_ 553 FAX: 1- 800 - 643 -9310
LAND OWNER: Ave Maria Development, LLLP
ADDRESS: 2.600 Golden Gate Parkway Suite 200 Naples FL 34104
PHONE: {239) 262-2600 FAX: 12391403 -£,808
E -MAIL: dgenson(a)barroncollier.com
ADDITIONAL AGENT: Alexis Cresro. AICP
FIRM: Waldrop Engineering, P.A.
ADDRESS: 28100 Bonita Grande Drive Suite 305 Bonita Springs FL 34135
PHONE: (239) 40.4 -777 Pxt ?07 FAX (239) 405 -7829 CELL: (2391850 -8525
E -MAIL alexiscewaldropenaineerina corn
Packet Page -3238-
CELL:
February 4, 2011
Co er county
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
11/13/2012 Item 17.B.
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
239) 252 -2400 FAX (239) 252 -6358
www.colliergov.net
DISCLOSURE OF INTEREST INFORMATION
a. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in
common, or joint tenancy, list all parties with an ownership interest as well as the percentage of
such interest. (Use additional sheets if necessary)
Name and Address % of Ownership
b. If the property is owned by a CORPORATION, list the officers and stockholders and the
percentage of stock owned by each.
Name and Address % of Stock
SEE ATTACHED
C. if the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage
of interest of each.
Name and Address % of Interest
4
I
February 4, 2011
Packet Page -3239-
— 'r-
CoTer County
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
11/13/2012 Item 17.B.
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
239) 252-2400 FAX (239) 252-6358
www.colliergov.net
d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general
and/or limited partners and the percent, of the ownership of each.
Name and Address I %of Ownership
e. If there is a CONTRACT FOR PURCHASE with an individual or individuals, a Corporation, Trustee,
or a Partnership, list the names of the contract purchases below, including the officers, stockholders,
beneficiaries, or partners. Include the percent of ownership of each.
Name and Address % of Ownership
Date of Contract:
f. If any contingency clause or contract terms involve additional parties, list all individuals or officers
if a corporation, partnership, or trust.
I Name and Address I
g. Date subject property acquired 9-2011 . Leased El. Term of lease - years /months.
If Petitioner has option to buy, indicate date of option:
And dote option Terminates:
Or Anticipated closing date:
h. Should any changes of ownership or changes in contracts for purchase occur subsequent to the
date of application but prior to the date of final public hearing, it is the responsibility of the
applicant, or agent on his behalf, to submit a supplemental disclosure of interest form.
February 4, 2011
Packet Page -3240-
Cor County
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
11/13/2012 Item 17.13.
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
239) 252 -2400 FAX (239) 252 -6358
www.colliergov.net
PROPERTY LOCATION
Project Name: TOWN OF AVE MARIA SRA A -MHO-
Original SRA AR /PL# 2605 -AR -6896 Section 17 48 29* Zoning: RLSAO
/Township/Range: � r /
General Location and Cross Streets: North of Oil Well Road and west of Camp Keais Road
Total Area of Project: 5,027 + /- acres "Portions of Sections 4-9,16-48, Township 48 S, Range 29 E
Portions of Sections 31 -33, Township 47 S, Range 29E
ADJACENT ZONING/LAND USE
LIST OF CONSULTANTS
Name: Richard L.osee, P.E.
Zoning
Land Use
N
A- MHO - RLSAO
agricultural and /or vacant
Name:
A- MHO- RLSAO
agricultural and /or vacant
E
A- MHO - RLSAO
agricullural and /or vacant
W
A- MHO - RLSAO
agricultural and /or vacant
LIST OF CONSULTANTS
Name: Richard L.osee, P.E.
Phone: (239) 405 -6888
Mailing Address: ttl600 Chevrolet Way, a zoo, Estero, Fl. 33928
Name: Surresh Karre, PTOE
Phone: (239) 332 -2617
Mailing Address: 2419 McGregor Blvd., Ft, Myers, FL 33901
Name:
Phone:
Mailing Address:
Name:
Phone:
Mailing Address:
Name:
Phone:
Mailing Address:
Applicant is responsible for provided finalized copies as required for public hearing:
1 hereby submit and certify the application to be complete and accurate.
Signature of Agent
� �-
Date
Packet Page -3241-
February 4, 2011
11/13/2012 Item 17.13.
TOWN OF AVE MARIA SRAA
SRAA -PL -2012 -705
CCPC Packets
PRE - APPLICATION
MEETING NOTES
Packet Page -3242-
: COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
11/13/2012 Item 17.B.
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252 -2400 FAX (239) 252 -6358
www.colliergov.net
PRE- APPLICATION MEETING NOTES
❑ Stewardship Receiving Area (SRA)
eSRA Amendment (SRA -A)
PL# S RM- PL )b(aGc nc) 70 5
Date: q &(I a Time: Firm: W A'L_E)" u-?
Project Name: Ave (= Size of Project Site: acres
Applicant Name: Phone:
Owner N
Phone:
Owner Address: City State ZIP
Existing SRA Name and Number �oujr� rr(f)ut'N
Assigned Planner. t
+0
Meeting Attendees: (attach Sign In Sheet)
Submittal requirements (see next page checklist):
fi
G: \CDES Planning Services \Current \Pre - Application Forms 2011 \Pre -app Forms - JUNE 2011 \SRA pre -app notes June2011.doc
revised: 815/02, rev. 5126/10
Packet Page -3243-
11/13/2012 Item 17.13.
Stewardship Receiving Area (SRA), SRA AMENDMENT (SRA -A)
APPLICATION SUBMITTAL CHECKLIST
'HIS COMPLETED CHECKLIST IS TO BE SUBMITTED WITH APPLICATION PACKET IN THE EXACT ORDER LISTED BELOW W /COVER
SHEETS ATTACHED TO EACH SECTION_
REQUIREMENTS
# OF
COPIES
REQUIRED
NOT
REQUIRED
STANDARD REQUIREMENTS:
Copies of detailed description of SRA or why an amendment is necessary
24
Completed Application (download from website for current form)
24
Pre-application meeting notes
Y4
SRA Document & Conceptual Site Plan 24" x 36" and One 8 1/2" x 1 1 " coy
24
Revised Conceptual Site Plan 24" x 36 "and One 8 1/2" x 11" copy
24
Original SRA document and Master Plan 24" x 36"
ONLY IF AMENDING THE SRA
24
Revised SRA document with changes crossed thru & underlined
24
Public Facilities Impact Assessment Report
24
Economic Assessment Report
24
Stewardship Credit Use and Reconciliation Application
24
Stewardship Receiving Area Credit Agreement
24
Natural Resource Index Assessment, and supporting documentation
24
Deeds /Legal's & Survey (if boundary of original SRA is amended)
2
List identifying Owner & all parties of corporation
2
Owner /Affidavit signed & notarized (Planner, CAO)
2
Covenant of Unified Control
2
Completed Addressing checklist
2
ironmental Impact Statement (EIS) * or exemption justification
2
vital /electronic copy of EIS (Planner, Environmental)
2
y
Historical Survey or waiver request
4
Utility Provisions Statement w /sketches
4
Architectural rendering of proposed structures
4
Survey, signed & sealed
4
Traffic Impact Statement (TIS) or waiver (with applicable fees)
7
Copy of Traffic Impact Statement (TIS) on CDROM (Planner, COA, Trans Planning)
3
Aerial photographs (taken within the previous 12 months min. scaled 1 "= 200'),
showing FLUCCS Codes, Legend, and project boundary
5
Electronic copy of all documents in Word format and plans (CDRom or Diskette)
2
Justification /Rationale for the Deviations (must be on a separate sheet within the
application material; DO NOT include it in the SRA documents)
24
Copies of Official Interpretations and /or Zoning Verifications
1
Affordable Housing or Economic Development Council Projects:
EDC "Fast Track" must submit approved copy of official application
Affordable Housing "Expedited" must submit copy of signed
Certificate of Agreement.
2
School Impact Analysis Application, residential projects only
2
Packet Page -3244-
11/13/2012 Item 17.B.
Fees: Application Fee: ❑ $7,000 (SRA) + $25 per acre (or fraction of thereof)
❑ SRA Amendments deemed to be minor in nature, that is requiring minor strike thru
and underline text amendments of no more than 10 different lines of text changes
in the SRA a-E p ed t $10 00.00.
Y Fire Code Review — $1,150.00 for SR $300 for SRA
`$2,250.00 Comprehensive Planning Consis a iew
❑ FIAM (Fiscal Impact Analysis) $4000.00
® $500.00 Pre - application fee
(Applications submitted 9 months or more after the date of the last pre -app meeting shall not be credited
towards application fees and a new pre - application meeting will be required.
® $925.00 Legal Advertising Fee for CCPC meeting
® $500.00 Legal Advertising Fee for BCC meeting
(Advertising costs are to be reconciled upon receipt of Invoice from Naples Daily News).
❑ $ d or P ed Species survey review fee (when an EIS is not required)
❑ Property Owner Notification fees. Property Owner Notifications
$ 7.50 Non - certified, $3.00 Certified return receipt mail
(to be paid after receipt of invoice from Dept. of Zoning & Development Review)
Attach a Separate Check for Transportation Fees, (Refer r E i A):
❑ $500.00 Methodology Review Fee, if required ji1
*Additional Fees to be determined at Methodology eting
Fee Total $,
Comments should be forwarded to the Planner prior to the due date
PLANNER, CHECK MARK BELOW FOR ADDITIONAL REVIEWS IF NEEDED:
SCHOOL DISTRICT (residential PARKS & REC — VICKY AHMAD
components) Amy Taylor
SUPERVISOR OF ELECTIONS IMMOKALEE WATER/SEWER
DISTRICT
DR/EMI — EMER. MGMT — Dan UTILITIES ENGINEERING: PAULO
Summers MARTINS
G: \CDES Planning Services \Current \Pre - Application Forms 2011 \Pre -app Forms - JUNE 2011 \SRA pre -app notes June2011.doc
revised: 8/5/02, rev. 5/26/10
Packet Page -3245-
Meeting; Notes
�2S u-0 6 'Pow S
RECORDING OF DEVELOPER OPER COMMITMENTS
11/13/2012 Item 17.13.
tcZivt. w
Within 30 days of adoption of the Ordinance, the owner or developer (specify name) at its expense shall record in
the Public Records of Collier County a Memorandum of Understanding of Developer Commitments or Notice of
Developer Commitments that contains the legal description of the property that is the subject of the land use
petition and contains each and every commitment of the owner or developer specified in the resolution. The
Memorandum or Notice shall be in form acceptable to the County and shall comply with the recording requirements
of Chapter 695, FS. A recorded copy of the Memorandum or Notice shall be provided to the Collier County staff
within 15 days of recording of said Memorandum or Notice.
Packet Page -3246-
14AVIV20I2/WEED 07:48 kM waldrop Engineering FAX No.239 405 7899
cQtY County
11/13/2012 Item 17.13.
COLLIER COUNTY GOVERNMENT
2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DIVISION!
NAPLES, FLORIDA 34104
PLANNING AND REGULATION
(239) 252.2400 FAX (239) 252.5724
WWW.COLLIERWYMET
ADDRESSING CHECKLIST
Please complete the following and fax to the Operations Department at 239 - 252 -5724 or submit in person to the
Addressing Department at the above address. Form must be sign by Addressing yersonnel Prior to prow
aonlication_meetina. pleass allow 3 days for
processing
Not all items will apply to every project.
Items in bold 'type are required. FOLIO NUMBERS MUST BE
PROVIDED. Forms older than 6 months
will require additional review and approval by the Addressing
Department.
PETMON TYPE (Indicate type below, complete a separate Addressing Checklist for each Pefr7ion type)
❑ SL (Blasting Permit)
❑ SDP (Site Development Plan)
❑ BD (Boat Dock Extension)
❑ SOPA (SDP Amendment)
❑ CarnivallCi=s Permit
❑ SOP) (Insubstantial Change to SDP)
Q CU (Conditional Use)
❑ SIP (Site [mprovaTent Plan)
Q EXP (Excavation Permit)
❑ SIPI (insubstantial Change to SIP)
❑ FP (Final Plat
❑ SNR (Street Name Change)
❑ LLA (Lot Line Adjustment)
❑ SNC (Street Name Change — Unplatted)
❑ PNC (Project Name Change)
❑ TDR (Transfer of Development Rights)
❑ PPL (Plans & Plat Review)
❑ VA (Variance)
❑ PSP (Preliminary Subdivision Plat)
❑ VRP (Vegetation Removal Permit)
❑ PUD Rezone
❑ VRSFP (Vegetation Removal & Site Fill Permit)
[j RZ (Standard Rezone)
OTHER sRA Amendment
MWEEMENWO
LEGAL, DESCRIPTION of subject property or properties (copy of lengthy description maybe attached)
17 -48 -29 Parcel 9. Comm SE CNR OF SW14 of SEC 17,S 88 DEG W 939.19FT, N 01 DEGJ
FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal descilpffon if more than one)
00226442206
STREET ADDRESS or ADDRESSES (es applicable, if already assignea9
. LOCATION MAP must be attached showing exact location of projecVsite in relation to nearest public road fight-
of-way
• SURVEY (copy - needed only for unplatted properties)
PROPOSED PROJi=CT NAME (if applicable)
Arthrex at Arthrex Commerce Park
PROPOSED STREET NAMES (if applicable)
SITE DEVELOPMENT PLAN NUMBER (for existing projects(srfes only)
SDP or AR or PL # 2011 -2702
Packet Page -3247-
11/13/2012 Item 17.13.
MAUIV2012/WED 07:46 AM waldrop Ergineering PAX No,239 405 7899 •,��:
Coer Count
COLDER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DIVISION] NAPLES, FLORIDA 34104
PLANNING AND REGULATION (239) 2522400 FAX (239) 2S2 -5724
WWW.COLLIERGOV.NET
Project or development names proposed for, or already appearing In, condominium documents (if application,
indicate whether proposed or existing)
existing
Please Check One: Q Checklist Is to be Faxed back M Personally Picked up
APPLICANT NAME; Jeremy Arnold, Waldrop Engineering
PHONE 405 -7777 FAX 4005-7599
Signature on Addressing Checklist does not constitute Project and /or Street Name approval
and is subject to further review by the Operations Department.
FOR STAFF USE ONLY
FL,N Number (Primary) Q_ 0 &-fir, 4�t z(j
Folio Number
Folio Number
Folio Number
Approved by. Date:
Updated by:
Date:
!F OLDER THAN 5 MONTHS, FORM MUST BE
UPDATED OR NEW FORM SU13MITTED
Packet Page -3248-
w
.O
�! H
® z
W
N�
_LL
oui
0
LU
Q
z
F-
U
LM
O
N
V
N
C
0
N
Q
6
s
N
LU
L
V)
N
N
LO
Lu CN
z
® a
Z
� d
e
✓1 O , _
\� 1
Packet Page -3249-
0
(D
N
LO
0
'a
N
1 y
Q
,g
11/13/2012
It
o
S
N
LU
s
9
L
0
C�
,
x
u
Q
U
^
�!
(�
b
3
Cw
C
?
CJ
L)
LU
cc
Z
i
ul
p
��,
m
Qs-
\V
N
v
CL
L!d
—0 :E
N w
v
-
L4
_V
^
N
_
S
>�
o
Z
o
T
N,
CC
to
7-1
k3
jL
Packet Page -3249-
0
(D
N
LO
0
'a
N
1 y
Q
Packet Page -3250-
m 17.B.
0
N
LO
LO
N
N
O
Lo
w
N
y
.j
11/13/2012
Itei
%
Q
4!-)
N
W
4�
4
Q
5
�
W
c�
W
m
�y
t
t$
jA
�
W
0
'N
I
CL
N
1
c�
CL
W
z
0 :E
_� GL
O L
z
W
\�
J
l
z
Y
t •ys
Packet Page -3250-
m 17.B.
0
N
LO
LO
N
N
O
Lo
w
N
y
.j
11/13/2012 Item 17.13
DeselemKay
Subject: Pre -AppS: PL- 2012 -0705 & PL- 2012 -0707 SRA & SDP - TO BE HELD CONCURRENTLY
Location: Conferernce Room "C"
Start: Wed 4/4/2012 2:00 PM
End: Wed 4/4/2012 4:00 PM
Recurrence:
(none)
Meeting Status:
Accepted
Organizer:
CDS -C
Required Attendees:
DeselemKay; SawyerMichael; Alexis Crespo; AhmadVicky; ArnoldMichelle; AshtonHeidi;
Received
AuclairClaudine; Beardl-aurie; BradfordAlison; BrethauerPaula; BrownAraqueSummer;
11- 19- 10.doc...
BurtchinMark; CallisCraig; CascioGeorge; CilekCaroline; CromerAaron; DarcoChristopher;
David Ogilvie; FleishmanPaula; HouldsworthJohn; JarrellPeggy; JarviReed; KurtzGerald;
LevyMichael; MartinsPaulo; McClammaJoseph; McKennaJack; PattersonAmy; PaulRenald;
PenneyCindy; PodczerwinskyJohn; ReischlFred; ricco longo; SterchiBeth; ValeraCarolina;
WeeksDavid; WileyRobert; WilliamsSteven; BosiMichael; 'tayloram @collier.k12.fl.us'
When: Wednesday, April 04, 2012 2:00 PM -4:00 PM (UTC- 05:00) Eastern Time (US & Canada).
Where: Conferernce Room "C"
Note: The GMT offset above does not reflect daylight saving time adjustments.
Planners: SRA (PL- 2012 -0705) — KAY DESELEM 2:00 pm
SDP (PL- 2012 -0707) — MIKE SAWYER Immediately following SRA
***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
SRA & Site Development Plan
Project Description: Amend the Ave Maria SRA Town Plan to allow for an additional access to
the Arthrex facility from Oil Well Road. The proposed access will exceed the minimum
connection separation requirements. The project will also include Site Development Plan
approval for the access roadway.
Existing Application Name:
Location: Parcel Number: 00226442206 N/A
Full Name: Alexis Crespo
Email: alexisc@waldropengineering.com
1
Packet Page -3251-
Meeting Request
PL- 2012- 0705.bmp
Staff Report (3)
SRA MP 11 -29 -10
Received
11- 19- 10.doc...
revision.pdf
1
Packet Page -3251-
11/13/2012 Item 17.13.
DeselemKay
From: GMDPortal
gent: Wednesday, March 21, 2012 9:48 AM
fo: BrethauerPaula
Subject: Meeting Request Received
Paula Brethauer
A Portal request has been received for a Meeting. The Hearing Reference Number is:
HH20120000590 To view the full details navigate to the hearings sheet under this reference
number to view the details of the request.
Folowing is the information privided by the portal user:
Reference Number: Project Type: Site Development Plan
Project Description: Amend the Ave Maria SRA Town Plan to allow for an additional access to
the Arthrex facility from Oil Well Road. The proposed access will exceed the minimum
connection separation requirements. The project will also include Site Develoment Plan
approval for the access roadway.
Existing Application Name:
Meeting Type: Pre - Application Meeting
Preferred Date: Monday, March 26th, Tuesday, March 27th or Wednesday, March 28th
Jnavailable Dates:
Location: Parcel Number: 00226442206 N/A
Full Name: Alexis Crespo
Email: alexisc(@waldropengineering.com
Company Name: Waldrop Engineering
Representing: RES Collier Holdings, LLC
Contact Number: Work: 239 - 405 - 7777 x207
Please follow up with the applicant to schedule the meeing date and time.
Under Florida Law, e -mail addresses are public records. If you do not want your e -mail
address released in response to a public records request, do not send electronic mail to this
entity. Instead, contact this office by telephone or in writing.
1
Packet Page -3252-
11/13/2012 Item 17.13.
TOWN OF AVE MARIA SRAA
SRAA -PL -2012 -705
CCPC Packets
CURRENT SRA
MASTER PLAN
Packet Page -3253-
v a v a v v v a
Q Q Q Q Q Q Q Q
�vu+u,rnvv n
�nrv�rnmnn ry
01 ry Q o
m in
A
v
c
o'
E r
�°• D� °-zv u°o
J ,
w7 +:
8'L 1, well Z l, OZ /£ l,/ l l,
v
m
m
a
`o
c
0
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
PROPOSED SRA
MASTER PLAN
Packet Page -3255-
10 -q tt1 1.lt 01 1 v
s 'CIS) -E
P's; E 2'
aj
D cZv�iVO
D
uit
Q1 T
A
Z4
Ln
"IN
aRap
/*
Ln
45
Ln
I
O
Cr-+. D
3
—4
147-6
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
DISCLOSURE OF INTEREST
FORMS
Packet Page -3257-
Limited Partner:
Attachment A
Limited Partner:
Disclosure of Interest
Ave Maria Development, LLLP, a Florida limited liability limited partnership
General Partner:
Barron Collier Corporation
General Partner:
Nua Baile, LLC*
General Partner:
General Partner:
BCAM, LLLP **
Thomas S. Monaghan Irrevocable Trust of 2003
Barron Collier Partnership, LLLP, a Florida limited liability limited partnership
General Partner:
Barron Collier III
General Partner:
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
Limited Partner:
as Trustrees for Trust Under Will of Barron Collier Jr.
General Partner:
Lamar Gable Revocable Trust dated August 29, 2008, Douglas
Barron Collier 111
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
Trustees
General Partner:
Frances G. Villere
General Partner:
Phyllis G. Alden
General Partner:
Donna G. Keller
Limited Partner:
Barron Collier III
Limited Partner:
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
as Trustrees for Trust Under Will of Barron Collier Jr.
Limited Partner:
Lamar Gable Revocable Trust dated August 29, 2008, Douglas
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Trustees
Limited Partner:
Frances G. Villere
Limited Partner:
Phyllis G. Alden
Limited Partner:
Donna G. Keller
Barron Collier Investments, LTD., a Florida limited partnership
General Partner:
Barron Collier 111
General Partner:
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
as Trustrees for Trust Under Will of Barron Collier Jr.
General Partner:
Lamar Gable Revocable Trust dated August 29, 2008, Douglas
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Trustees
General Partner:
Frances G. Villere
General Partner:
Phyllis G. Alden
General Partner:
Donna G. Keller
Limited Partner:
Barron Collier III
Limited Partner:
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
as Trustrees for Trust Under Will of Barron Collier Jr.
Limited Partner:
Lamar Gable Revocable Trust dated August 29, 2008, Douglas
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Trustees
Limited Partner:
Frances G. Villere
Limited Partner:
Phyllis G. Alden
Limited Partner:
Donna G. Keller
Ave Maria University, Inc., a Florida not for profit corporation
AMULT, LLC, a Florida limited liability company'
Pulte Home Corporation, a Michigan corporation
DiVosta Homes, LP, a Delaware limited partnership
Notes:
* Nua Baile, LLC
Thomas S. Monaghan Irrevocable Grantor Trust 100.00%
100.00%
** BCAM, LLLP
Barron Collier Corporation 0.10%
Barron Collier Partnership, LLLP 99.90%
100.00%
* ** AMULT, LLC
Ave Maria University Land Trust, Inc. 100.00%
100.00%
Packet Page -3258-
11/13/2012 Item 17.13.
% Interest
0.05%
0.05%
49.95%
49.95%
100.00%
0.250%
0.250%
0.125%
0.125%
0.125%
0.125%
24.750%
24.750%
12.375%
12.375%
12.375%
12.375%
100.00%
0.50%
0.50%
0.25%
0.25%
0.25%
0.25%
24.50%
24.50%
12.25%
12.25%
12.25%
12.25%
100.00%
11/13/2012 Item 17.13.
EXHIBIT A
DISCLOSURE OF INTEREST
NAME & ADDRESS PERCENTAGE
RES COLLIER HOLDINGS, LLC
Reinhold Schmleding, Managing Member 100%
1370 Creekside Blvd.
Naples, FL 34109
Packet Page -3259-
11/13/2012 Item 17.13.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
OWNER AFFIDAVITS
Packet Page -3260-
11/13/2012 Item 17.13.
AFFIDAVIT
We /I, Barron Collier Partnership, LLLP and AMULT. LLC and Ave Maria Development LLLP being
first duly sworn, depose and say that we /I, are /am the owner (s) of the property described herein and
which is the subject matter of the proposed hearing; that all the answers to the questions in the
application, including the disclosure of interest information, all sketches, data, and other supplementary
matter attached to and made part of this application, are honest and true to the best of Our /My
knowledge and belief.
We /I understand that the information requested on this application must be complete and
accurate and that the content of this form, whether computer generated or County printed, shall not be
altered. Public Hearings will not be advertised until this application is deemed complete, and all required
information has been submitted.
As the property owner(s), We /I further authorize, Waldrop Engineering, Cheffv Passidomo. P.A.
and LAI Desien. Associates, LLC to act as Owner's representative in any matters regarding this petition.
Signed, sealed and delivered
in the presence of:
BARRON COLLIER PARTNERSHIP, LLLP
A Florida limited liability limited partnership,
as a tenant in common with AMULT, LLC
By.
Bradley A. Boaz, thorize ent
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was acknowledged before me this da Y of A
2012, by Bradley A. Boaz, as Authorized Agent of Barron Collier Partnership, LLLP, and a Florida
limited liability limited partnership on behalf of the partnership, who is personally known tomeor who has
produced as identification.
Notary Public
Print Name: KIM D. DAVIDSON
My Commission Expires: —tc{— b 14
.'_ •. IOM LNb5_ S€Ni
4: r MY 00MD 834069
EXPIRES 19.2014
Bonded TMu Undarwrders
Packet Page -3261-
11/13/2012 Item 17.13.
AVE MARIA DEVELOPMENT, LLLP,
a Florida limited liability limited partnership
By: BARRON COLLIER CORPORATION,
a Florida corporation, its Kjaneging Partner
By:
r.
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was acknowledged before me this r P/ day of �!`i l 2012,
by Douglas E. Baird, as Vice President of Barron Collier Corporation., a Florida corporation, on behalf of the
partnership, who is personally known to me or who has produced as
identification.
Notary Public KIM Print Name:
• DAVIDSON
My Commission Expires :_2.. IQ —gyp I q
10M D. DAVIDSON
My COMMISSION # DD 934M
EXPIRES: February 19, 2014
Bonded Thru Notary Pub4o Underteitem
AMULT, LLC, a Florida limited liability company
By: AVE MARIA UNIVERSITY LAND TRUST, INC., a
Florida corporation, its Managing Member
By: ,,•'� /
George 1. Forres ,III eAIdent
STATE OF r f�
COUNTY OF /Jj`+�`'
#� {
The foregoing instrument was acknowledged before me this J61 ` day of �% " 2012,
by George J. Forrest, III as President, of Ave Maria University Land Trust, Inc., a Managing Member of
AMULT, LLC a Florida limited liability company, on behalf of the company, who is personally known to me or
who has produced as identification.
p }}�J1(
'
otary Public
Print Name:
Ly Pub A. Rate of ME.!
� <'"`� �` Y, Notary Public. Stale of Mi:,tiFgan
County of Wastztenaw
My Commission Expires: , commission Jan. t4,2014
AChnj in the County of
Packet Page -3262-
11/13/2012 Item 17.13.
AFFIDAVIT
it e 1. RES Collier Holdings, LLC being pr.si dul -,- sworn, depose and say that
uve /1 amiare the owners of the property described herein and which is the subject matter of the
proposed hearing: that all the answers to the questions in this application, including the
disclosure of interest information, all sketches, data, and other suppleruenlarlp matter attached to
and made apart of this application, are honest and true to the best of our knowledge and belief.
J,T etl understand that the h ?fortnation requested on this application must be complete and
accurate and that the content of this,forin, whether computer generated or County printed shall
not be altered. Public hearings Mill not be advertised until this application is deemed complete,
and all required n?forntation has been submitted
Cheffy Passidomo, P.A., Waldrop Engineering, &
As property oivner We /1 further authorize LAI Design Assoc;eces, LL to act as
ourirny representative in anY matters regarding this Pelition.
�f
�r f
SikJnciture of roperrSy Citrncr
Tilted or IYune Cif Ch,Rrrer
Signature ofPrrrlJC,-rly Owner
Taped or Printed Nailre of (Miner
The foregoing instrument was acknowledged before fire tlr,s -QEO—day of 4WN -C...,
2111,;-> —, bt, f�. S tst f n t SZ- who is personalli, knob, n to fire or has produced
as ldenllficafion. -
r
State of Florida Jizn�,turr ofNotar� I ubiie
County afCollier
Nolan Stamp
February 4, 2011
Packet Page -3263-
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL -2012 -705
CCPC Packets
ADDRESSING CHECKLIST
DATED 3/15/12
Packet Page -3264-
MAR /14/2012/WED 07:46 AM waldrop Engineering FAY' No. 239 405 '1899 11/13/2012 Item 17.B.
Cofer County
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104
PLANNING AND REGULATION (239) 252.2400 FAX (239) 252.5724
WWW.COLLI R OV.NET
ADDRESSING CHECKLIST
Please complete the following and fax to the Operations Department at 239 - 252 -5724 or submit in person to the
Addressing Department at the above address. Form_ must be sign by Addrassing_nersonnel on r to ora-
aaolicat'on meatina, oleaso allow 3 days for processing.
Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE
PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing
Department.
PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type)
❑ BL (Blasting Permit) ❑ SDP (Site Development Plan)
❑ BD (Boat Dock Extension) ❑ SDPA (SDP Amendment)
❑ Camlval /Circus Permit ❑ SDPI (Insubstantial Change to SDP)
❑ CU (Conditional Use) ❑ SIP (Site improvement Plan)
Q EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP)
❑ FP (Final Plat ❑ SNR (Street Name Change)
❑ LLA (Lot Line Adjustment) ❑ SNC (Street Name Change — Unplatted)
❑ PNC (Project Name Change) ❑ TDR (Transfer of Development Rights)
❑ PPL (Plans & Plat Review) ❑ VA (Variance)
❑ PSP (Preliminary Subdivision Plat) ❑ VRP (Vegetation Removal Permit)
❑ PUD Rezone ❑ VRSFP (Vegetation Removal & Site Fill Permit)
❑ RZ (Standard Rezone) OTHER SRA Amendment
LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached)
17 -48 -29 Parcel 9. Comm SE CNR OF SW14 of SEC 17, S 88 DEG W 939.19FT, N 01 DEGA
FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one)
00226442206
STREET ADDRESS or ADDRESSES (as applicable, if already assigned)
• LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-
of-way
• SURVEY (copy - needed only for unplatted properties)
PROPOSED PROJECT NAME (if applicable)
Arthrex at Arthrex Commerce Park:
PROPOSED STREET NAMES (if applicable)
SITE DEVELOPMENT PLAN NUMBER (forexisting projects/sitas only)
SDP or AR or PL #E 2011 -2702
Packet Page -3265-
MAR/14 /2012 /PIED 07:46 AM waldrop Engineering PAX No, 239 405 7899 11/13/2012 Item 17.13.
Cover County
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104
PLANNING AND REGULATION (239) 252.2400 FAX (239) 252.5724
WWW.COLLIERGOV,LV
Project or development names proposed for. or already appearing in, condominium documents (if application:
indicate whether proposed or existing)
existing
Please Check One: 0 Checklist Is to be Faxed back ❑ Personally Picked Up
APPLICANT NAME: Jeremy Arnold, Waldrop Engineering
PHONE 4057777 FAX
405 -7899
Signature on Addressing Checklist does not constitute Project and/or Street Name approval
and is subject to further review by the Operations Department.
FOR STAFF USE ONLY
FLN Number (Primary) Q Q 7?
Folio Number
Folio Number
Folio Number
Approved by. Date: j 1 c2
Updated by: Date:
IF OLDER THAN 6 MONTHS, FORM MUST BE
UPDATED OR NEW FORM SUBMITTED
Packet Page -3266-
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
TRAFFIC IMPACT
STATEMENT (TIS)
Packet Page -3267-
11/13/2012 Item 17.13.
AVE MARIA TOWN CENTER 2b
OIL WELL ROAD DIRECTIONAL ACCESS
TRAFFIC ANALYSIS
Project #1231 Prepared by:
DAVID PLUMMER & ASSOCIATES, INC.
2149 McGregor Boulevard
June 14, 2012 Fort Myers, Florida 33901
Packet Page -3268-
AVE MARIA TOWN CENTER 2b
OIL WELL ROAD DIRECTIONAL ACCESS
TRAFFIC ANALYSIS
Summary
11/13/2012 Item 17.13.
A new access point is being requested on Oil Well Road for the approved Ave Maria DRI, Town
Center 2b. The proposed access point will be a directional median opening, located
approximately 0.27 miles (1,430 feet) west of the approved access point at Arthrex Commerce
Drive. The proposed access point will be limited to eastbound left -in and westbound right -
in/right -out movements only.
This traffic analysis, therefore, has been prepared in support of the proposed directional median
opening. It evaluated the traffic operations on Oil Well Road, in particular at the approved
Arthrex Commerce Drive intersection, without and with the proposed directional median
opening.
The conclusions of this traffic analysis are as follows.
• The proposed directional median opening, which will be located approximately 1,430
feet west of an approved full median opening at Arthrex Commerce Drive, exceeds the
minimum connection separation standard (1,320 feet for a directional median opening on
a Class 2 Controlled Access facility) established in the Collier County Access Resolution
(Resolution No. 01 -247).
• The proposed directional median opening is projected to accommodate approximately
230 and 430 two -way total, peak hour trips during the AM and PM peak hours,
respectively. These volumes exceed the average 150 volume threshold identified for
separate turn lanes in the Collier County Construction Standards Handbook for Work
within the Public Right -of -Way during both the AM and PM peak hours.
• In addition to the AM and PM peak hours, the proposed directional median opening is
anticipated to satisfy the separate turn lane warrant threshold volume during the various
employee shift change hours as well.
• The proposed directional median opening is anticipated to operate at an acceptable LOS
standard during both the AM and PM peak hours.
• The proposed directional median opening will divert traffic from the Oil Well
Road / Arthrex Commerce Drive intersection and reduce the major street delay at this
intersection by approximately 9% to 25% and the minor street delay by approximately
43% to 73 %.
' E
Packet Page -3269-
11/13/2012 Item 17.13.
• The proposed directional median opening will, therefore, delay the potential signalization
of the Oil Well Road /Arthrex Commerce Drive intersection.
• Adequate storage lengths will be provided for the eastbound left and westbound right -
turn lanes at the proposed directional median opening.
Based on the above, it is concluded that the proposed directional median opening meets the
minimum volume and connection separation criteria established by the County. In addition, the
proposed directional median opening improves projected traffic operations at the Oil Well
Road /Arthrex Commerce Drive intersection. Therefore, it is recommended that the proposed
directional median opening be approved.
Background
Ave Maria is an approved, master- planned., mixed -use community in Collier County, generally
located north of Oil Well Road and west of Camp Keais Road, Exhibit 1. The approved
development parameters include, but are not limited to, a 6,000 student university, 11,000
residential dwelling units, 1.2 million square feet of commercial and office uses, and 400 rooms
of hotel. In addition, the approved DRI includes several civic /community facilities such as
assisted living facilities, medical facilities, public and private schools, golf courses and other
community support facilities.
Through several amendments to the originally approved DRI over the years, the currently
approved DRI master plan includes two access points onto Oil Well Road: the main entrance at
Ave Maria Boulevard and a second access point at Arthrex Commerce Drive serving Town
Center 2b. Town Center 2b represents a portion of the originally approved Town Center that has
been relocated from a location on Camp Keais Road to a location on Oil Well Road.
Based on the changing market conditions and to better serve Town Center 2b along Oil Well
Road, a new directional median opening is being proposed west of the approved full median
opening at Arthrex Commerce Drive.
This traffic analysis has been prepared in support of the proposed directional median opening. It
evaluated traffic operations on Oil Well Road, in particular at the approved Arthrex Commerce
Drive intersection, both without and with the proposed directional median opening.
Methodologv Meeting
A transportation methodology meeting was held with the County Staff on December 12, 2011 at
the County offices. A completed Initial Meeting Checklist was presented and discussed with the
Staff. A copy of the signed and approved Initial Meeting Checklist is included as part of
Appendix A.
z E
Packet Page -3270-
11/13/2012 Item 17.13.
This traffic study has been prepared consistent with the agreed -upon Initial Meeting Checklist.
Study Area
As agreed during the methodology meeting, the study area includes the segment of Oil Well
Road from west of the proposed directional median opening to the east of Ave Maria Boulevard.
Intersection capacity analysis at the following intersections, without and with the proposed
directional median opening, is included in the analysis.
• Oil Well Road /Proposed Directional Median Opening
• Oil Well Road /Arthrex Commerce Drive
• Oil Well Road /Ave Maria Boulevard
Approved and Proposed Access
As part of a recent DRI amendment, a portion of the Town Center located along Camp Keais
Road was relocated to a new location along Oil Well Road west of Ave Maria Boulevard. At the
same time, the second access point onto Oil Well Road has been relocated to its current location
at Arthrex Commerce Drive to serve the portion of the Town Center along Oil Well Road.
Arthrex Commerce Drive is located approximately 0.66 miles (3,470 feet) west of the Ave Maria
Boulevard.
The proposed access point will be a directional median opening, located approximately 0.27
miles (1,430 feet) west of Arthrex Commerce Drive. This proposed access point will be limited
to eastbound left -in and westbound right - in/right -out movements only.
The existing, approved and proposed access points along the segment of Oil Well Road are
depicted on Exhibit 2.
Access Management Standards
Per the current Collier County Access Management Resolution (Resolution No. 01 -247), Table
1, the minimum connection separation spacing for a directional median opening on a Class 2
(Controlled Access) facility is 1,320 feet, Appendix B.
The proposed directional median opening will be located approximately 1,430 feet west of the
approved full median opening at Arthrex Commerce Drive.
Therefore, the proposed directional median opening exceeds the County's minimum connection
separation standard for a directional median opening.
3
E
Packet Page -3271-
11/13/2012 Item .17.6.
Development Parameters
The proposed directional median opening and Arthrex Commerce Drive primarily serve Tract
Town Center 2b, Appendix C. This tract is further divided into Tract CI and Tract C2. Tract
Cl, which is approximately 22 acres, represents the Arthrex development. Tract C2 has two
parcels, including an Option parcel (C2 -0), totaling approximately 28 acres and representing
future manufacturing /commercial development.
The development parameters assumed for Town Center 2b are provided in Exhibit 3 and
summarized below.
Town Center 2b - Development Parameters (1)
Parcel Proposed
Tract Allowable Uses Area Floor Area
Cl Manufacturing & Office 22.0 acres 285,000 sq.ft. (2)
C2 -O Manufacturing & Office 17.0 acres 170,000 sq.ft.
C2 Commercial 11.0 acres 110,000 sq.ft.
Footnotes:
(1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA.
(2) The Trebilcock report Traffic Impact Analysis. Arthrex at Arthrex Commerce Park (Ave Maria) dated 11/30/2011 reflected the total
area of only 198,789 sq.ft. which excludes the future expansion of the Arthrex development to a total of 285,000 sq.ft.
As noted in Footnote (2) above, the TIS submitted to the County in support of the DO for the
Arthrex development (Tract C I) reflected only 198,789 sq.ft. of manufacturing /office uses. That
report did not include the planned future expansion of the Arthrex development. Therefore, this
traffic study in support of the proposed driveway reflects 285,000 square feet for Tract 1,
including the planned future expansion.
As agreed in the methodology meeting, 2016 represents the horizon year for analysis.
Trip Generation
Trip generation was estimated based on the Institute of Transportation Engineers (ITE) Trip
Generation, Eighth Edition. The resultant trip generation estimates are included in Appendix D
and summarized below.
4 E
Packet Page -3272-
Summary of Trip Generation (1)
Town Center 2b — External Driveway Trips
Tract
Cl
C2
Total (Town Center 2b)
AM Peak Hour
Enter Exit Total
220 49 269
247 95 342
467 144 611
Footnotes:
(1) Based on the ITE Trio Generation, Eighth Edition. Please refer to Appendix D.
11/13/2012 Item 17.13.
PM Peak Hour
Enter Exit Total
82
219
301
387
507
894
469
726
1,195
As shown, the above trip generation estimates reflect the AM and PM peak hours and on a daily
basis. It is likely that there will be interaction between the industrial, office and commercial
components of Town Center 2b. However, no internal capture was assumed for purposes of this
traffic assessment.
It is important to note that the Arthrex development (Tract Cl) will have large employee shift
changes, which are discussed in a greater detail in the following section.
Arthrex Emplovee Shift Changes
The Arthrex development is anticipated to be a 24 -hour facility with various shift changes during
a typical day. Based on the information received from the Arthrex representatives, the following
three (3) shift times are considered in this traffic assessment.
Shift 1: Starts between 6:30 -7:30 am and ends between 2:30 -3:30 pm.
Shift 2: Starts between 2:30 -3:30 pm and ends between 10:30 -11:30 pm
Shift 3: Starts between 10:30 -11:30 pm and ends between 6:30 -7:30 am (next morning)
While the above shift times are considered for this traffic assessment, the final timings may be
tweaked in the future. Also, it is anticipated that there will be some overlap between each shift
since one employee can not leave until his replacement has arrived.
Each of the above shift size is expected to be up to 700 employees. Therefore, it is apparent that
the traffic generation during the shift changes will be similar to the peak hour trip generation
identified in the above section, based on the ITE trip generation. For comparison purposes, the
trip generation based on a 700 - employee manufacturing shift change is also included as part of
Appendix D, along with the trip generation based on the ITE trip generation.
Packet Page -3273-
11/13/2012 Item 17.13.
Trip Assignment
The estimated Town Center 2b trips for the AM and PM peak hours were assigned to the Oil
Well Road access points under the following two scenarios.
(1) Without the proposed directional median opening: Under this scenario, all the Town
Center 2b trips were assigned to the Oil Well Road /Arthrex Commerce Drive
intersection, consistent with the trip assignment from the TIS submitted in support of the
Arthrex development.
(2) With the proposed directional median opening: Under this scenario, the following
assumptions were made regarding the Town Center 2b traffic re- assignment at the
driveways onto Oil Well Road.
a. Two - thirds of the vehicles travelling east on Oil Well Road and turning left at the
Oil Well Road /Arthrex Commerce Drive intersection (eastbound left) will turn
left at the proposed directional median opening.
b. Two - thirds of the vehicles travelling south on Arthrex Commerce and turning
right at the Oil Well Road /Arthrex Commerce Drive intersection (southbound
right) will turn right at the proposed directional median opening.
c. One - third of the vehicles travelling west on Oil Well Road and turning right at the
Oil Well Road /Arthrex Commerce Drive intersection (westbound right) and will
turn right at the proposed directional median opening.
The assignment percentages at the Oil Well Road/Arthrex Commerce Drive were derived
consistent with the trip assignment percentages from the TIS submitted in support of the Arthrex
development - Trebilcock report titled Traffic Impact Analysis, Arthrex at Arthrex Commerce
Park (Ave Maria) dated 11/30/2011. Relevant excerpts from that TIS are included in Appendix
E. In addition, under both the scenarios, the trips at the Ave Maria Boulevard intersection were
derived based on and consistent with the originally approved DRI traffic study. However, the
trips assigned to Arthrex Commerce Drive and (in scenario 2) to the proposed directional median
opening were subtracted from the volumes at the Ave Maria Boulevard intersection.
The resultant Town Center 2b trip assignments for the AM and PM peak hours are presented in
Exhibit 4a and Exhibit 4b for the scenarios without and with the proposed directional median
opening, respectively.
Future Traffic Volumes
The future horizon year (2016) background traffic volumes on Oil Well Road were estimated by
applying linear growth rates to the volumes reported in the current AUIR. The growth rates were
derived based on the historic AUIR database volumes. However, due to the recent down trend in
the volumes, the following two adjustments were made in deriving the future background traffic
volumes.
6
P°
Packet Page -3274-
11/13/2012 Item 17.13.
(1) As agreed in the methodology outline, a 5 -year historic count trend (2006 -10) was used
initially. However, this resulted in a negative growth rate. Instead of using a minimum
2% per year growth rate, to be conservative, a three -year (2008 -10) trend was used to
establish the linear growth rate. This growth rate was approximately 6% per year, which
is three times the minimum required growth rate.
(2) The 2011 AUIR volumes are significantly lower than previous years along this segment
of Oil Well Road. It appears that this may be due to the on -going construction activity
along Oil Well Road. To be even more conservative, the 6% per year linear growth rate
was applied to the higher 2010 AUIR volumes instead of the 2011 AUIR volumes.
It is important to note that no adjustments were made to the AUIR volumes to account for Ave
Maria trips on Oil Well Road, even though they are reflected in the AUIR volumes.
Since the growth rates used reflect more than the minimum 2% per year growth rate and no
adjustments were made to account for the existing Ave Maria traffic on Oil Well Road, the
forecasted background traffic volumes reflect a very conservative estimate.
The future (2016) background traffic calculations, including the linear growth projection graphs,
are provided in Appendix F. Also included in Appendix F is a copy of the most recent
intersection turning movement counts on Oil Well Road that were utilized in deriving the
directional splits and AM to PM peak hour ratios to establish the horizon year intersection
volumes.
The future (2016) total traffic volumes for the AM and PM peak hours were derived by adding
the estimated Town Center 2b trips to the projected background volumes on Oil Well Road. The
resultant future (2016) total traffic volumes are presented in Exhibit 5a and Exhibit 5b for the
scenarios without and with the proposed directional median opening, respectively.
Separate Turn Lane Requirements
The Collier County Separate Turn Lane Requirements are outlined in Section III.A. of the
Collier County Construction Standards Handbook for Work within the Public Right -of -Way,
Appendix G. Per page 12 of those requirements, "Multi -lane Divided Roadways: (1) Median
Openings, other than those existing at the time of Permit application, to accommodate left turns
at locations other than street intersections may be permitted only when the projected traffic
volume at the proposed opening (two -way total) averages 150 vehicles per hour during the eight
highest hours of a typical day."
As shown on Exhibit 5b, the proposed directional median opening is projected to accommodate
approximately 230 and 430 two -way total, peak hour trips during the AM and PM peak hours,
respectively.
7 R
P°
Packet Page -3275-
11/13/2012 Item 17.13.
Therefore, it is concluded that the projected volumes at the proposed directional median opening
exceed the threshold volumes identified for separate turn lanes in the Collier County
Construction Standards Handbook for Work within the Public Right -of -Way, during both the
AM and PM peak hours. In addition, it is anticipated that the volume threshold will be exceeded
in other hours during the day, particularly during the employee shift changes.
Since Oil Well Road is a multi -lane, divided arterial facility, it is also recommended that a
separate right -turn lane be constructed at the proposed directional median opening access point.
Intersection Capacity Analysis
Intersection capacity analysis at the study area intersections was performed consistent with the
methodologies identified in the Highway Capacity Manual 2010 and using the latest version of
the Highway Capacity Software (HCS 2010). The analysis was performed under both the
scenarios, without and with the proposed directional median opening. The intersection capacity
analysis results are summarized below, and detailed intersection capacity analysis worksheets are
included in Appendix H.
Intersection Capacity Analysis
Inter ;ecti cn
Oil Well Road/Proposed Directional Median Opening
Oil Well Road /Arthrex Commerce Drive
Oil Well Road /Ave Maria Boulevard
Foomotes:
(1) Unsienalized intersection. Major street left/minor street left LOS reported.
n/a — Not applicable.
Level of Service (LOS) (1)
Proposed Directional Access
AM Peak Hour PM Peak Hour
Without With Without With
n/a B/B
C/F B/D
C/E A/D
n/a B/B
B/F A/D
C/E A/D
As shown above, the proposed directional median opening is anticipated to operate at LOS "B ",
which is better than the adopted LOS "D" standard during both the AM and PM peak hours.
Oil Well Road /Arthrex Commerce Drive
As summarized below, there are measurable improvements in terms of delay and LOS at the Oil
Well Road /Arthrex Commerce Drive intersection as a result of the proposed directional median
opening, in particular for the minor street left -turn movements, which contribute to the need for
potential signalization of this intersection.
Packet Page -3276-
Delay and LOS Comparison
Movement/Attribute
Major Street Left (AM Peak Hour)
Delay
LOS
Major Street Left (PM Peak Hour)
Delay
LOS
Minor Street Left (AM Peak Hour)
Delay
LOS
Minor Street Left (PM Peak Hour)
Delay
LOS
Proposed Directional Access
Without With
11/13/2012 Item 17.B.
Change
16.2
12.2
-24.7%
C
B
Improvement
10.4
9.2
- 8.8%
B
A
Improvement
50.0
28.5
-43.0%
F
D
Improvement
121.8
33.2
-72.7%
F
D
Improvement
Based on the above, the proposed directional median opening will reduce the major street delay
by approximately 9% to 25% and the minor street delay by approximately 43% to 73 %. As a
result, the minor street left -turn movement, which operates at LOS "F" without the proposed
directional median opening, operates at an acceptable LOS "D" under the proposed directional
median opening conditions.
Therefore, it is concluded that the proposed directional median opening will delay the potential
signalization of the Oil Well Road /Arthrex Commerce Drive intersection. Also, if and when a
signal is installed and operational at this location, less green time would need to be assigned to
the side street (Arthrex Commerce Drive).
Recommended Storage Lengths
The storage length needed for the recommended left and right -turn lanes at the Oil Well
Road/Proposed Directional Median Opening intersection were estimated consistent with the
Florida DOT guidelines and summarized below.
9 dpi
Packet Page -3277-
Recommended Turn Lane Storage Length
Oil Well Road /Proposed
Directional Median Opening Intersection
Eastbound Left
Westbound Right
11/13/2012 Item 17.13.
Peak Hour Recommended
Turn Volume (1) Storafye (2)
155 150 feet
32 50 feet
Footnotes:
(1) Highest peak hour volume under the proposed directional median opening scenario. Please refer to Exhibit 5b.
(2) Per the Florida DOT Manual of Uniform Minimum Standards Fpr Design, Construction and Maintenance for Street and Highways
( "Florida Greenbook "), May 2007. Please refer to Appendix I.
Conclusions
The conclusions of this traffic analysis are as follows.
• The proposed directional median opening, which will be located approximately 1,430
feet west of an approved full median opening at Arthrex Commerce Drive, exceeds the
minimum connection separation standard (1,320 feet for a directional median opening on
a Class 2 Controlled Access facility) established in the Collier County Access Resolution
(Resolution No. 01 -247).
• The proposed directional median opening is projected to accommodate approximately
230 and 430 two -way total, peak hour trips during the AM and PM peak hours,
respectively. These volumes exceed the average 150 volume threshold identified for
separate turn lanes in the Collier County Construction Standards Handbook for Work
within the Public Right -of -Way during both the AM and PM peak hours.
• In addition to the AM and PM peak hours, the proposed directional median opening is
anticipated to satisfy the separate turn lane warrant threshold volume during the various
employee shift change hours as well.
• The proposed directional median opening is anticipated to operate at an acceptable LOS
standard during both the AM and PM peak hours.
• The proposed directional median opening will divert traffic from the Oil Well
Road /Arthrex Commerce Drive intersection and reduce the major street delay at this
intersection by approximately 9% to 25% and the minor street delay by approximately
43% to 73 %.
• The proposed directional median opening will, therefore, delay the potential signalization
of the Oil Well Road /Arthrex Commerce Drive intersection.
10
P°
Packet Page -3278-
11/13/2012 Item 17.13.
Adequate storage lengths will be provided for the eastbound left and westbound right -
turn lanes at the proposed directional median opening.
Based on the above, it is concluded that the proposed directional median opening meets the
minimum volume and connection separation criteria established by the County. In addition, the
proposed directional median opening improves projected traffic operations at the Oil Well
Road /Arthrex Commerce Drive intersection. Therefore, it is recommended that the proposed
directional median opening be approved.
11 d
P°
Packet Page -3279-
tie U.sn
W�w �
R4 iy
i 04 k:
s >x
'1�wY
a Fu t -yr'he"
Iv
�;�r � € -r� fr "j n^" �t � �"�' ��'�, �} naa� _ l' f .1e •x v _ T
F,
1a" cyst 1'�
'�f G
w r
r
ih
LLJh
5
a
Y l ,
t v 4`r
t
..... Y
y\ I
{F a
W � �
UCS+ b�
pRen91nog eueW
xaj
0)
c
Q
o�
m
p
C
C
c
N
�-
a
C
a
(6
N C
0
U
c
N
Wc
V
C_B
C
CO TJ
m 'a
uj
U
C
c p
3
N
L1
U d
T)
•x
— a
o
LL
LL Q
0
0
a
{F a
W � �
UCS+ b�
pRen91nog eueW
xaj
N
U
N
1
N C
W
U
c
N
o art
a) L
U a>
O_
c p
3
N
�k
vz
M
>
0
11/13/2012 Item 17.13.
EXHIBIT 3
AVE MARIA TOWN CENTER 2b
OIL WELL ROAD DIRECTIONAL ACCESS
TRAFFIC ANALYSIS
DEVELOPMENT PARAMETERS (1)
Proposed
Footnotes:
(1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA.
(2) Land Use Categories per the ITE Trip Generation, Eighth Edition. Manufacturing — LUC 140, Warehousing — LUC 150, General
Office — LUC 710, Medical Office LUC — 720, and Commercial — LUC 820 (General Retail' 'Shopping Center).
(3) Includes 219,150 square feet of Manufacturing and 14,745 square feet of Warehousing land uses. Represents a major portion of
the total proposed 285,000 square feet Arthrex development, including the future expansion.
(4) Includes 49,210 square feet of General Office and 1,895 square feet of Medical Office land uses. Represents the remaining
portion of the total proposed 285,000 square feet Arthrex development, including the future expansion.
Packet Page -3282-
Parcel
Floor
ITE Land Use Assumptions (2)
Tract
Allowable Uses
Area
Area
Manufacturing
Office Commercial
(ac)
( sq.ft.)
(sq.ft.)
( sq.ft.) (sq.ft.)
Cl
Manufacturing & Office
22.0
285,000
233,895 (3'5)
51,105 (4,5) --
C2 -O
Manufacturing & Office
17.0
170,000
136,000
34,000 --
C2
Commercial
11.0
110,000
--
-- 110,000
Footnotes:
(1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA.
(2) Land Use Categories per the ITE Trip Generation, Eighth Edition. Manufacturing — LUC 140, Warehousing — LUC 150, General
Office — LUC 710, Medical Office LUC — 720, and Commercial — LUC 820 (General Retail' 'Shopping Center).
(3) Includes 219,150 square feet of Manufacturing and 14,745 square feet of Warehousing land uses. Represents a major portion of
the total proposed 285,000 square feet Arthrex development, including the future expansion.
(4) Includes 49,210 square feet of General Office and 1,895 square feet of Medical Office land uses. Represents the remaining
portion of the total proposed 285,000 square feet Arthrex development, including the future expansion.
Packet Page -3282-
uI
z
E- aged 18Ped
(9sz)cgz
pJDnaIno8 DIJDW any
SZ
(96)OZ (06 8l
rn
7-2-z -2) 9 z c rn
aniJQ aoJGWWOO xaJg4Jy
(20s) L o L (5� 6z
00
6uivadp umpaw
IDUOi}oaJiQ pasodoJd
(0)0
91 W911 ZWZ /£� /��
01 0
- OF) o
0
0
a�
0
N
d-
N
M
N
M
N
4.0
Of
:D o
o =
LLJ
0 Y Y
Q
W n
CD �
J Q �
I I
X X
X X
.-1
N
LL�
O
a
o �
n
LO
� O
z z
Li z
= w
z ° n
CD (f) O
z
Q 0 Q
Of
a- n W
Q O Q
z
Q O
� � U
W W
ry
Q �
U)
U)
W
� U
N Q
w Q
I--- z
z O
Li
U �
U
z w
O
f--
0
Q Q
Q
� W
W J
> W
Q �
J
O
r
•
f• _-
-ti8ZE- a Ed la�:)ed 1;n;,
_� H d-
z
U
(9sz)csz z
W z
pJDnaIno8 DIJDW any W
z a.
S Z N C? p
o
(S6)oz z
(097 8l U)
N Q 0 Q
a O �
Q � Z
Q O
U
W W
o Q �
0
a�
O
N
Zti L Z� l
MU
� U
N Q
anIJQ aoJ@WWDO xaJq;Jy
C) J
(89l)2S (Sbl 6Z 2 W Q
z z
(cz L TZ W O
U �
U
� z W
�
o 0 o
_ C) Y a Q Q
z a_ r
W CL Q Of,
98l -v81 JCIN) W
J Q W
6uivado umpaW > �
IDUO.IoaJiQ pasodoJd n x x Q
x
LO O
8
'911, well Z40Z /cl- /l,l,
U1
F
z
-SSZ£- aced ;aped
LO
M
d-
L
n
N
M
(ssz)csz
paDnaIno8 DuDW any
sz
(96)oz (06 ) a L
N
N
LO
M
8zc 9zc rn 0I
ani.la aoaauaWOO XGJq: V
(80S) l0 l N-V l T6Z
(29f TZ L
N
rn
(D
rn
N
CD
O
00 0
0)
buivadp uDIpah
jDuoi4oa.li4 pasodoid
(0)0 (0)0
N
rn
91 � WGII Z�OZ /£� /L �
CD
J z
Q o �
O0 Cn O
O
z
N '0- 1 CO 0
I I_L
CD n w
N �
LJ z
::D�O
: U
W
of
o
O Q
o
_ rn
� N
r
O
L/')
LLB
� U
N U
Q
MI, L
jr, W Q
z z
N OD L, C'4
U �
U
Of
O O 0 C)
N O = �-
rn �
Q w — O
Q
0 �
W
Q
I I >
q:o� N X X <
X X _J
—
O
m
rn .A'! W
rn
r �
rn --
N
aO
N
o
�
co
LO
\
M
Ln
co
N
K
(O
CD
J z
Q o �
O0 Cn O
O
z
N '0- 1 CO 0
I I_L
CD n w
N �
LJ z
::D�O
: U
W
of
o
O Q
o
_ rn
� N
r
O
L/')
LLB
� U
N U
Q
MI, L
jr, W Q
z z
N OD L, C'4
U �
U
Of
O O 0 C)
N O = �-
rn �
Q w — O
Q
0 �
W
Q
I I >
q:o� N X X <
X X _J
—
O
m
rn .A'! W
rn
r �
rn --
7L5CL-
_ N
� Q
LO
LO LO
x 01 N
N
n
d'
CO
0
(9sz)2sz z
paonaIno8 ouoW any Z
_ W
9z 0 C) 0
(S6)OZ N W
(06 )8 L N � [-- V) Z
O Q
C) O W
N � �
W = Q
N F— O
LO I U
t W W
o ,.�
O `v�
rn
_ N
n
o p
co
N (/)
CO ° (0 (!)
ztrl ztrL co rnI W
� U
N U
ania(] aDaauaWOO xaay}Jy o� r
(9trL 6Z `1'I � W J
(89z)�S Q
(£z trz � z w o_
U �
U
� Z �_
r°� M O
rn � F- 0
Y
� w Q Q
AN, W 0- Q
98l tr8l Icc.--oo U a_
J Q a
buivadp umpaW I I > w
Iouoi }Deal(] pasodoad Q
x x
(OtrZ)Str (OtrZ)8tr N °� x x J
r-
0
.,
N
0)
N
C
m 7C3
'8'L WGII ZLOZ /£ L
11/13/2012 Item 17.13.
APPENDIX A
APPROVED INITIAL MEETING CHECKLIST
Packet Page -3287-
11/13/2012 Item 17.13.
APPENDIX A
INITIAL MEETING CHECKLIST
Suggestion: Use this Appendix as a worksheet to ensure that no important elements
are overlooked. Cross out the items that do not apply.
Date:12 /12/201 1 Time: 9:30 AM
Location: Collier County Transportation Planning Department
People Attendin :
Name, Organization, and Telephone Numbers
1) Mr. John Podczerwinskv Collier County
2) Mr. Ronald Talone DPA
3) Mr. Suresh Karre, DPA
4) Mr. Jeremy Arnold Barron Collier Companies
Study Preparers
Preparer's Name and Title: Mr. Ronald Talone & Mr Suresh Karre
Organization: David Plummer & Associates Inc
Address & Telephone Number: 2149 McGregor Boulevard Fort Myers FL 33901: 239
332 -2617
Reviewer(s):
Reviewer's Name & Title: Mr. John Podczerwinskv
Collier County Transportation Planning Department
Reviewer's Name & Title:
Organization & Telephone Number:
Applicant:
Applicant's Name: Mr. Jeremy Arnold
Address: Barron Collier Companies
Telephone Number: 239- 262 -2600
Proposed Development:
Name: Ave Maria DRI -
Location: North of Oil Well Road and west of Camp Keais Road.
Land Use Type: Per the approved DRI and the on -¢pin¢ SDP application PL 2011-0783.
ITE Code #: Per the approved DRI and the on -gom¢ SDP application PL 201 1 0783
Proposed number of development units: Same as the on -going PL 2011-0783.
Other:
Description:
Request for %new access point (directional median opening) onto Oil Well Road at
a roximatel 0.27 miles 1 1 430 feet west of the a roved Arthrex Commerce Drive.
Packet Page -3288-
ose ccess Pomr
(Directional Median Opening ����
Horizon Year(s): tease 1 build -out in l l slus 3 year extension).
Analysis Time Period(s): PM Peak Hour P f —GH
Future Off -Site Developments: N/A
Source of Trip Generation Rates: Per the approved DRI on -going SDP application PL
2011 -0783 based on ITE Trip Generation 8`h Edition
Zonin
Existing: N/A (Per the approved DRI)
Comprehensive plan recommendation: N/A
Requested: N/A
Findings of the Preliminary Study:
L_.. , sG
Study Type: ; `�,� P"'=
Small Scale TIS ® Minor TIS ❑
Major TIS ❑
Stud_ v Area:
Boundaries: Oil Well Rnatl from wpce -f tk.
11/13/2012 Item 17.13.
0
...... .... ..�.....�.l a.�. LING allu
Well Road/AMU Entrance �aa)vzed: /r,b .�tiDrTn _ tuT&estscri�
Additional intersections to Well Road/PTO d A
Reductions in Trio Generation Rates:
None: N/A
Pass -by trips: N/A
Internal trips (PUD): Per the approved DRI and the on-going SDP application PL 2011
0783.
Transit use: N/A
Other: /A
Horizon_ Year Roadway Network Improvements•
Six lanes on Oil Well Road from Oil Well Grade Road to Ave Maria Boulevard
Methodology & Assumptions:
Non -site traffic estimates: Collier Countv 2011 AUIR for segment volumes
Site -trip generation: Per the a roved DRI and on- oin SDP
Trip distribution method: Manual Method consistent with the Traffic assignment method: Manual Method consistent with
and with the proposed access point
Traffic growth rate: Linear growth rate based on historic AUiR volumes (for the past 5
vears ).
Y` 1.Jd�t � �
J
Packet Page -3289-
11/13/2012 Item 17.B.
Special Features: (from preliminary study or prior experience)
Accidents locations: N/A
Sight distance: N/A
Queuing: N/A
Access location & configuration: Pr000sed access point will be located a Egximately
0.27 miles (1430 feet from the aovroved Anthrex Commerce Drive The vrovMad access
point will be limited to an castbound left -;n and a westbound ri ht in /right out only
directional median open�ne
Traffic control: Unsignalized directional median opr h
Signal system location & progression needs: N/A
On -site parking needs: N/A
Data Sources: Collier County 2011 AUIR and approved DR1 Question 21
Base maps: N/A
Prior study reports: N/A
Access policy and jurisdiction: Collier County (per Resolution No 01 247)
Review process: N/A
Requirements: N/A
Miscellaneous:
)00
SIGN URES
Study Preparer -. - -- Y ,
viewers
/0� �
Applicant
Packet Page -3290-
11/13/2012 Item 17.B.
APPENDIX B
EXCERPTS FROM
COLLIER COUNTY ACCESS MANAGEMENT RESOLUTION (NO. 01-247)
Packet Page -3291-
11/13/2012 Item 17.13.
16B1? i
RESOLUTION NO. O1 -247
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA AMENDING THE POLICY FOR ACCESS MANAGEMENT FOR ARTERIAL AND
COLLECTOR ROADWAYS IN COLLIER COUNTY
WHEREAS, Collier County is the second fastest growing metropolitan area in the United States; and
WHEREAS, with this growth is an increase in both traffic volumes and accessibility to the county roadway
system; and
WHEREAS, Collier County has adopted a Growth Management Plan pursuant to the requirements of
Section 163.3161 et, seq., Florida Statutes, which Plan, under Policy 7.1 of the TrrfTic Circulation
Elements, mandates that a policy be adopted for access management of the roadways or Collier County;
and
WHEREAS, access to arterial and collector roadways must be planned and controlled so that the safety,
capacity and operating conditions of the roadways will not be adversely impacted; and
WHEREAS, Collier County has adopted by resolutions the specific designation for Livingston Road and
Collier Boulevard (CR 951) as controlled and limited access facilities.
NOW, THERFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA THAT the Access Control Policy as contained in Resolution No. 92 -442
as adopted on August 18, 1992, is rescinded and replaced as contained in the attached Exhibit "A ", Pages 1
through /At, inclusive, and hereby adopted and this policy shall be implemented on adoption of this
Resolution.
BE IT FURTHER RESOLVED that the appropriate staff of the Transportation Services Division, with
concurrence of the appropriate staff of the Development Services Division, are hereby directed to apply this
Policy in the development of roadway improvement projects and review and permitting of all development
projects.
This Resolution adopted after motion, second, and majority vote.
DATED: G, ZOO /
�TTEST' HOARD OF COUNTY COMMISSSIONERS
CLERSC COLLIER COUNTY, FLORIDA
Attest as to Chili lamas D. er, PhD., Chairman
St9tNture tally, man s
. Approved as to form and legal fsufrwiiency;
acque Yte
6bbaJRo4b—inson `
tier ounty Attorney
Packet Page -3292-
11/13/2012 Item 17.13.
16G12
$ _j 2j
■z§g_ ®@��LoU -)
soa@ //
s�Kk °
Packet Rage -3293-
x
LU
2
§
k�
2
§ / §2z z
—
2
\
2
)
)
2
§�
«
U.
g
]
■
B
f
=
f
,
�
,
�
2
W�
zG� z «z o
c
a((
§
■
_
[
Q
R
(
2
«
z
M 2�Ry�MMC
{
/�\
Lo
2R
tƒƒ— (NLDCo /
w�
2<
� o C,
;
&
§
{!E
Cl)
$
t
ƒ}
E-6
2§
$
£0
§
±
�-
2
Lu
2
%
m
Ox
k
U§
Rj
_
\
)0
�k .gc
(
c
Ĥ
� k
'0 -
~
7
c
T
wg
-«
\$\(D
,��«c-
-[%0
\k
/U
§�),Q2§/
�
{f
d�
G�` Lu
%��
&E
kk
Uit
\���
2
/G
e
f;§
/ §e /+£F
U)
Q 444a4
��62
§
<
§
k
«
/
g
Packet Rage -3293-
11/13/2012 Item 17.13.
APPENDIX C
SRA MASTER PLAN
Packet Page -3294-
0
aaaaaaa
E f
E u30
Z E
0 0
11/13/2012 Item 17.B.
E
z
Cu
CV08 113M 110
Of
LO
LZ
vp�
N.
Ira
41
Ti
r j ,
.'pep
Ll
soQ
IA
Packet Page -3295-
rr-
11/13/2012 Item 17.B.
APPENDIX D
ITE TRIP GENERATION, EIGHTH EDITION
Log,
Packet Page -3296-
Ave Maria Driveway Study - Tract Cl
Summary of Multi -Use Trip Generation
Average Weekday Driveway Volumes
May 29, 2012
11/13/2012 Item 17.13.
24 Hour AM Pk Hour PM Pk Hour
Note: A zero indicates no data available.
TRIP GENERATION BY MICROTRANS
Packet Page -3297-
Two -Way
Land Use
Size
Volume
Enter
Exit
Enter
Exit
Manufacturing
219.150 Th.Sq.Ft.
GFA
830
119
34
56
99
Warehousing
14.745 Th.Sq.Ft.
GFA
52
4
1
1
4
General Office
Building
49.210 Th.Sq.Ft.
GFA
773
94
13
23
111
Medical - Dental
Office Building
1.895 Th.Sq.Ft.
GFA
63
3
1
2
5
Total Driveway
Volume
1723
220
49
82
219
Total Peak Hour
Pass -By Trips
0
0
0
0
Total Peak Hour
Vol. Added to Adjacent Streets
220
49
82
219
Note: A zero indicates no data available.
TRIP GENERATION BY MICROTRANS
Packet Page -3297-
Ave Maria Driveway Study - Tract C2
Summary of Multi -Use Trip Generation
Average Weekday Driveway Volumes
January 16, 2012
Land Use Size
Manufacturing 136 Th.Sq.Ft.
General Office Building
34 Th.Sq.Ft.
Shopping Center 110 Th.Sq.Ft.
Total Driveway Volume
Total Peak Hour Pass -By Trips
Total Peak Hour Vol. Added to Ad
24 Hour AM Pk Hour PM Pk Hour
Two -Way
Volume Enter Exit
GFA 520 78 22
GFA 581 70 9
GLA 7225 99 64
8326 247 95
0 0
jacent Streets 247 95
Note: A zero indicates no data available.
TRIP GENERATION BY MICROTRANS
Packet Page -3298-
Enter Exit
35 64
20 97
332 346
387 507
126 131
261 376
11/13/2012 Item 17.13.
11/13/2012 Item 17.13.
Summary of Trip Generation Calculation
For 700 Employees of Manufacturing
March 30, 2012
Source: Institute of Transportation Engineers
Trip Generation, 8th Edition, 2008.
TRIP GENERATION BY MICROT RtiNS
Packet Page -3299-
Average
Standard Adjustment
Driveway
Rate
Deviation
Factor
Volume
Avg. Weekday 2 -Way Volume
2.10
0.00
1.00
1471
7 -9 AM Peak Hour Enter
0.29
0.00
1.00
205
7 -9 AM Peak Hour Exit
0.11
0.00
1.00
76
7 -9 AM Peak Hour Total
0.40
0.00
1.00
281
4 -6 PM Peak Hour Enter
0.17
0.00
1.00
118
4 -6 PM Peak Hour Exit
0.21
0.00
1.00
150
4 -6 PM Peak Hour Total
0.38
0.00
1.00
268
Saturday 2 -Way Volume
0.00
0.00
1.00
0
Saturday Peak Hour Enter
0.00
0.00
1.00
0
Saturday Peak Hour Exit
0.00
0.00
1.00
0
Saturday Peak Hour Total
0.00
0.00
1.00
0
Note: A zero indicates
no data available.
The above rates were calculated
from
these equations:
24 -Hr. 2 -Way Vclume:
T =
1.75(X)
+ 245.96, R ^2
= 0.93
7 -9 AM Peak Hr. Total:
LN(T)
_ .85LN(X)
+ .07
R ^2 =
0.91
, 0.73 Enter,
0.27
Exit
4 -6 PM Peak Hr. Total:
LN(T)
_ .78LN(X)
+ .48
R ^2 =
0.88
, 0.44 Enter,
0.56
Exit
AM Gen Pk Hr. Total:
LN(T)
_ .89LN(X)
+ -.11
R ^2 =
0.96
, 0.8 Enter,
0.2 Exit
PM Gen Pk Hr. Total:
LN(T)
_ .82LN(X)
+ .31
R ^2 =
0.93
0.48 Enter,
0.52
Exit
Sat. 2 -Way Volume:
0, R ^2
= 0
Sat. Pk Hr. Total:
0
R ^2 =
0 ,
0 Enter, 0 Exit
Sun. 2 -Way Volume:
0, R -2
= 0
Sun. Pk Hr. Total:
0
R ^2 =
0 ,
0 Enter, 0 Exit
Source: Institute of Transportation Engineers
Trip Generation, 8th Edition, 2008.
TRIP GENERATION BY MICROT RtiNS
Packet Page -3299-
11/13/2012 Item 17.13.
APPENDIX E
EXCERPTS FROM ARTHREX TRAFFIC IMPACT ANALYSIS
BY TREBILCOCK PLANNING. ENGINEERING (1/30/2011)
Packet Page -3300-
� 11
0 II
J II
1
w II
En
t O II
� J 11
> 0 II
N In 11
0 0 11
� 11
v' 10 7 d II
O E 11
w Il If
a n
N U
O O_
N
If
C i0 L d 11
II
N Q CJ I
Q I I
N 11
O O E II
A d > 11
d a ii
n > u
° 6,0
T a
a
C
_ 2 I I
a m ii
� 11
— u
o m u
ZJ!!
=0D ii
II
H
II
II II
II
II
11
� 11
Z
0
t» z
W Z
ii
U
U U
Q
u
D 2
ii
p O
ir
WWY
11
of
3 N V
4 It
J m
C 11
O Z
Q Q O
U
E II
pU it
H
In
II
ui
>
Q CA W
0 l
11/13/2012 Item 17.B.
N
O
11 N
11 �
N
it
11
II
II
II
11
n
u
u
ii
u
u
It
ii
n
n
ii
11
II
11
N
II
II
II
II
If
I
II
11
11
11
11
11
I!
II
1
u
u
u
u
u
n v
u o
it
u
II
If
11
II
II
b
11
u
u _
If m'
u o
u a 'd
11
T -
n o w
11 U U p
c
C
G ,
U
; L
II T N
11 � 2 OI
II
II
n = _
ii 3`ma
Ir
II Q C =
I I W
II
II C
u m
1 �
rc m° E N
u m
- a
II i m m
N E v N
JI Q .r
I I v o
II GI � m
II
II �i m m j
11 U y =
11 c ¢
u n
n —
n
n ° a
-
II _
]I E c O
II Ij E m � N N
- V)l
U O
11 o J
II of -n n W N
11 ,cold W U � N� O
11 �
11
Packet Page -3301-
U)
CDCC
G
O
to
c
11/13/2012 Item 173.
N
N
N C
fn J
• I
Co ° °
° O O 0 °
�7' Cl) N O
auwnjon
Packet Page -3302-
_N
O
N
O
N
O_
O
N
O
O
O
N
Co
O
O
N
Cu
C1
}
O
O
N
Co
O
O
N
O
O
N
O
O
N
Cl)
O
0
p N
I
j
j
� i
I
i
I
i
� I
i
I
i
i
I
j
j
I
f
i
i
I
Co ° °
° O O 0 °
�7' Cl) N O
auwnjon
Packet Page -3302-
_N
O
N
O
N
O_
O
N
O
O
O
N
Co
O
O
N
Cu
C1
}
O
O
N
Co
O
O
N
O
O
N
O
O
N
Cl)
O
0
p N
cc
C4
E
tlf
C
0-
CL
LL
E
11/13/2012 Item 17.13.
(D
O
CD
O
CN
LO
0
CN
O
Co
0
CN
E; (N
CN
0
CN
0
Co Lo IT N O OD C-4
Cl) Cl)
ownlOA
Packet Page -3303-
it
I
O
CD
O
CN
LO
0
CN
O
Co
0
CN
E; (N
CN
0
CN
0
Co Lo IT N O OD C-4
Cl) Cl)
ownlOA
Packet Page -3303-
L
0
rrVn
V
O
r
� O
N
C
O
Q1
N
N
C
0
V
Q1
O
V
a
' o
V
.r+
0
LL.
'Q
11/13/2012 Item 17.B.
N
N
rn �
� 61
U1 C
!n J
� I
ti
O
N
CD
0
N
O
N
v
0
N
Co
O
N
N
r lC
N iCD
O
N
_O
O
N
O
O
O
N
Co
O
O
N
ti
O
v O p O O
CD p 0 O 0 O N
N
awnlOA
Packet Page -3304-
11/13/2012 Item 17.13.
DAVID PLUMMER & ASSOCIATES
SUMMARY OF VEHICLE MOVEMENTS
Camp Keais Road @ Oil Well Road
• UNTY Collier CITY: Naples
OBSERVER: JM,EM DATE: 04/09/08
'WEATHER: GOOD REMARKS:
ROAD CONDITION-GOOD
TIME
NORTHBOUND
SOUTHBOUND
' ,11'
' '
. • .. •
�t'ul�����������'J��7����
HEM
... -
Packet Page -3305-
11/13/2012 Item 17.13.
DAVID PLUMMER & ASSOCIATES
HOURLY SUMMARY OF VEHICLE MOVEMENTS
LOCATION: Camp Keais Road @ Oil Well Road
COUNTY: Collier CITY: Naples
OBSERVER: JM, EM DATE: 04/09/08
WEATHER: GOOD REMARKS:
ROAD CONDITION GOOD
NORTHBOUND
L T R Total
TIME
BEGIN END
NORTHBOUND
L T R Total
SOUTHBOUND
L T R Total
EASTBOUND
L T R Total
WESTBOUND
L T R Total
GRAND
TOTAL
07:00 AM
08:00 AM
0
0
0
0
47
0
94
141
74
109
0
—1831
0
17
0
0
0
57
4
9
21
47
345
359
08:00 AM
09:00 AM
0
0
0
0
35
0
134
169
54
89
0
143
0
38
09:00 AM
10:00 AM
0
0
0
0
0
0
0
0
0
.0
0
0
0
0
0
0
0
0
0
0
0
0:00 AM
t 1:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 AM
12:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12:00 PM
01:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00 PM
02:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00 PM
03:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
03:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
oa:00 PM
11014:00PM
0
D
0
0
5
0
45
50
99
51
0
150
t079
21
27
92
106
292
340
05:00 PM
0
0
0
0
9
0
52
61
132
41
0
173
DAVID PLUMMER & ASSOCIATES
PEAK HOUR CALCULATIONS
PEAK HOUR
BEGIN END
NORTHBOUND
L T R Total
SOUTHBOUND
L T R Total
EASTBOUND
L T R Total
WESTBOUND
L T R Total
�O7 PEAK
:15 AM 08:15 AM
0
0
0
0
57
0
129
186
70
110
0
1 BO
0
27
4
31
PEAK HOUR FACTOR
#N /A
0.63
0.79
0.52
MIDDAY PEAK
12:00 PM 01:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
PEAK HOUR FACTOR
#N /A
#N /A
#N /A
#N /A
PM PEAK
04:45 PM 105A5 PM
0
0
0
0
9
0
52
61
152
43
0
195
0
79
21
100
PEAK HOUR FACTOR
#N /A
0.69
0.70
0.83
Packet Page -3306-
GRAND
TOTAL
397
0.80
#N /A
356
0.86
11/13/2012 Item 17.13.
FDOT /DPA
RAW TURNING MOVEMENT DIAGRAM
LOCATION: Camp Keais Road @ Oil Well Road
COUNTY : Collier CITY: Naples
OBSERVER: JM, EM DATE: 04/09/08
it reaK Hour
186 74
4 156 129 0 57
70 � � 4
180 110 27 31
0 0
0 0 0 167
0 0
1
PM Peak Hour
I
61 173
131 52 0 9
152 21
195 43 —► — 79 100
0 0
I
i 0 0 0 52 1
0 0
Packet Page -3307-
r
i
N
TRUCK %
NB=
0
%
SB =
34
%
EB =
16
%
WB =
19
%
TRUCK %
NB=
0
%
SB =
23
%
EB =
20
%
WB =
12
%
11/13/2012 Item 17.B.
APPENDIX G
EXCERPTS FROM COLLIER COUNTY CONSTRUCTION STANDARDS
HANDBOOK FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY
01
Packet Page -3308-
11/13/2012 Item 17.13.
CONSTRUCTION STANDARDS HANDBOOK
FOR
WORK WITHIN THE PUBLIC RIGHT -OF -WAY
COLLIER COUNTY, FLORIDA
SECTION
PURPOSE
SURVEY MONUMENTS
TERMS AND DEFINITIONS
RELATED DOCUMENTS
TABLE OF CONTENTS
PERMIT REQUIREMENTS
A. Application
B. Processing
C. Inspections
D. Blanket Permit
E. Exemptions from Permit Requirements
F. Remedies for Violation of this Ordinance
G. Permit and Inspection Fees
H. Performance Bond Requirements
II. CONSTRUCTION REQUIREMENTS
A.
Requirements for all Permits
B.
Roadway Crossings
C.
Attachments to Structures
D.
Safety Requirements
E.
Restoration Requirements
F.
Permissible Work Hours
III, TURN LANES, DRIVEWAYS, ACCESS ROADS, DESIGN REQUIREMENTS
A. Separate Turn Lane Requirements
B. Geometric Restrictions
C. Minimum Design Standards
D. Access and Site Plan Information Required
E. Drainage Culvert Installation
F. Exceptions
IV. MISCELLANEOUS CONSTRUCTION
A. Sidewalk/Bikepath Construction
B. Delineation Devices
C. Underground Utility Accommodations
PAGE
ii
iv -v
vi
1
2
3
3
4
4
5
5
6 -7
8 -9
9
10
10
11
12
13
14 -17
17 -18
18
19
20
20
21 -25
V. APPENDICES
A. PERMIT APPLICATION AND CONDITIONS 2-4
B. STANDARD FOR DESIGN AND AS -BUILT ELECTRONIC DRAWINGS 5 -7
C. DRAWING REFERENCE FOR MINIMUM REQUIREMENTS g
Packet Page -3309-
11/13/2012 Item 17.B.
III. TURN LANES, DRIVEWAYS, ACCESS ROADS DESIGN REQUIREMENTS
A. Separate Turn Lane Requirements:
All right turn lanes must be consistent with existing conditions or planned improvements if located on a
collector or arterial road. For all turn lanes: 1. If existing County ROW is utilized, compensating ROW
must be provided. 2. If a sidewalk must be reconstructed for a turn lane, the existing separation must
be maintained; or the required clear zone, whichever is greater. Construction of required turn lane(s)
must be completed prior to commencing construction on site.
1.
Turn lanes are required and must be constructed whenever any of the following conditions exist:
a. Two Lane Roadways:
(1) Left turn lanes must be provided whenever the left turn volume is 20 vehicles or
more.
(2) Right turn lanes must be provided whenever the right turn volume is 40 vehicles
or more.
b. Multi -lane Divided Roadways:
(1) Median openings, other than those existing at the time of Permit application, to
accommodate left turns at locations other than street intersections may be
permitted only when the projected traffic volume at the proposed opening (two -
way total) averages 150 vehicles per hour during the eight highest hours of a
typical day. When new median openings are permitted, they shall always include
left turn lanes. Turn lanes in the median that serve `he public shall take
Precedence over turn lanes serving privately owned developments. (i.e. if a
median opening/turn lane for a private development precludes the installation or
lengthening of a turn lane benefiting the public, the turn lane serving the private
entity may be required to be reduced or removed at the expense of the
beneficiary).
(2) Right turn lanes shall always be provided for existing multi -lane divided roadways
or for roadways, which are scheduled to become multi -lane divided roadways in
accordance with the Annual Update and Inventory Report of the Collier County
Growth Management Plan.
Existing Conditions:
(1) Increased radii with expanded throat depth may be approved due to pre - existing
conditions constraints.
These requirements may be modified or waived by the Transportation Services Division
Administrator or his designee when physical conditions at the site make their application
impractical or when the road is to be reconstructed as part of an approved CIE (Capital
Improvement Element). While traffic volumes usually do not require separate turn lanes until the
12
Packet Page -3310-
11/13/2012 Item 17.13.
APPENDIX H
INTERSECTION CAPACITY ANALYSIS
IMM
Packet Page -3311-
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
.gency /Co.. DPA
Date Performed: 2/7/2012
Analysis Time Period: AM PEAK HOUR - W /DIRECTIONAL
Intersection: OIL WELL RD @ DIRECTINAL ACCES
Jurisdiction: COLLIER
Units: U. S. Customary
Analysis Year: 2016
Project ID: #11588 AVE MARIA TOWN CENTER 2B
East /West Street: OIL WELL ROAD
North /South Street: DIRECTIONAL MEDIAN OPENING
Intersection Orientation: EW Study period (hrs): 0.25
Vehicle Volumes and Adjustments
Major Street: Approach Eastbound Westbound
Movement 1 2 3 1 4 5 6
L T R I L T R
volume
152
765
898 32
Peak -Hour Factor, PHF
0.85
0.85
0.85 0.85
Hourly Flow Rate, HFR
178
899
1056 37
Percent Heavy Vehicles
5
Median Type /Storage
Raised
curb
/ 1
RT Channelized?
No
Lanes
1
2
2 1
Configuration
L
T
T R
Upstream Signal?
No
No
iinor Street: Approach Northbound Southbound
Movement 7 8 9 1 10 11 12
L T R I L T R
volume -
48
Peak Hour Factor, PHF 0.85
Hourly Flow Rate, HFR 56
Percent Heavy Vehicles 5
Percent Grade (%) 0 0
Flared Approach: Exists? /Storage
Lanes 1
Configuration R
Approach
Movement
Lane Config
v (vph)
C (m) (vph)
v/c
95% queue length
Control Delay
LOS
'approach Delay
pproach LOS
Delay, Queue Length, and Level of Service
EB WB Northbound Southbound
1 4 1 7 8 9 1 10 11 12
L I I R
178 56
617 540
0.29 0.10
1.19 0.35
13.2 12.4
B B
Packet Page -3312-
12.4
B
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.B.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
Agency /Co.: DPA
Date Performed: 2/7/2012
PHF
Analysis Time Period: PM PEAK HOUR - W /DIRECTIONAL
Intersection: OIL WELL RD @ DIRECTINAL ACCES
HFR
Jurisdiction: COLLIER
Units: U. S. Customary
5
Analysis Year: 2016
Percent Grade (o)
Project ID: #11588 AVE MARIA TOWN CENTER 2B
0
East /West Street: OIL WELL ROAD
Flared Approach:
North /South Street: DIRECTIONAL MEDIAN OPENING
Intersection Orientation: EW Study period
(hrs):
Vehicle Volumes and Adjustments
1
Major Street: Approach Eastbound Westbound
Movement 1 2 3 1 4
5
L T R I L
T
Delay, Queue Length, and Level of
Volume 155 837
552
Peak -Hour Factor, PHF 0.85 0.85
0.85
Hourly Flow Rate, HFR 182 984
649
Percent Heavy Vehicles 5 -- --
--
Median Type /Storage Raised curb / 1
12
RT Channelized?
No
0.25
6
R
31
0.85
36
Lanes 1 2 2 1
Configuration L T T R
Upstream Signal? No No
Minor Street: Approach Northbound Southbound
Movement 7 8 9 1 10 11 12
L T R I L T R
Volume
240
Peak Hour Factor,
PHF
0.85
Hourly Flow Rate,
HFR
282
Percent Heavy Vehicles
5
Percent Grade (o)
0
0
Flared Approach:
Exists? /Storage
Lanes
1
Configuration
R
Delay, Queue Length, and Level of
Service
Approach
EB WB Northbound
Southbound
Movement
1 4 1 7 8 9
1 10 11
12
Lane Config
L
R
V (vph)
182
282
C(m) (vph)
885
706
v/c
0.21
0.40
95o queue length
0.77
1.93
Control Delay
10.1
13.4
LOS
B
B
Approach Delay
13.4
Approach LOS
B
Packet Page -3313-
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
igency /Co.: DPA
Date Performed: 2/7/2012
Analysis Time Period: AM PEAK HOUR - w/o DIRECTIONAL
Intersection: OIL WELL RD @ ARTHREX COMMERCE
Jurisdiction: COLLIER
Units: U. S. Customary
Analysis Year: 2016
Project ID: #11588 AVE MARIA TOWN CENTER 2B
East /West Street: OIL WELL ROAD
North /South Street: ARTHREX COMMERCE DRIVE
Intersection Orientation: EW Study period (hrs): 0.25
Vehicle Volumes and Adjustments
Major Street: Approach Eastbound Westbound
Movement 1 2 3 1 4 5 6
L T R I L T R
volume
234
683
874
92
Peak -Hour Factor, PHF
0.85
0.85
0.85
0.85
Hourly Flow Rate, HFR
275
803
1028
108
Percent Heavy Vehicles
5
Median Type /Storage
Raised
curb
/ 1
RT Channelized?
No
Lanes
1
2
2 1
Configuration
L
T
T R
Upstream Signal?
No
No
iinor Street: Approach
Northbound
Southbound
Movement
7
8 9
1 10 11
12
L
T R
I L T
R
Volume
29
72
Peak Hour Factor, PHF
0.85
0.85
Hourly Flow Rate, HFR
34
84
Percent Heavy Vehicles
5
5
Percent Grade (o)
0
0
Flared Approach: Exists? /Storage
Lanes
1 1
Configuration
L R
Delay,
Queue Length,
and Level
of Service
Approach EB
WB
Northbound
Southbound
Movement 1
4 1 7
8
9 1 10 11
12
Lane Config L
I
I L
R
V (vph) 275
34
84
C(m) (vph) 594
113
550
v/c 0.46
0.30
0.15
95% queue length 2.44
1.16
0.54
Control Delay 16.2
50.0+
12.7
LOS C
F
B
"-.pproach Delay
23.5
.3proach LOS
C
Packet Page -3314-
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
Agency /Co.: DPA
Date Performed: 2/7/2012
Analysis Time Period: AM PEAK HOUR - W /DIRECTIONAL
Intersection: OIL WELL RD @ ARTHREX COMMERCE
Jurisdiction: COLLIER
Units: U. S. Customary
Analysis Year: 2016
Project ID: #11588 AVE MARIA TOWN CENTER 2B
East /West Street: OIL WELL ROAD
North /South Street: ARTHREX COMMERCE DRIVE
Intersection Orientation: EW Study period (hrs): 0.25
Vehicle Volumes and Adjustments
Major Street: Approach Eastbound Westbound
Movement 1 2 3 ► 4 5 6
L T R I L T R
volume
82
683
906
60
Peak -Hour Factor, PHF
0.85
0.85
0.85
0.85
Hourly Flow Rate, HFR
96
803
1065
70
Percent Heavy Vehicles
5
-- --
--
--
Median Type /Storage
Raised
curb
/ 1
RT Channelized?
No
Lanes
1
2
2 1
Configuration
L
T
T R
Upstream Signal?
No
No
Minor Street: Approach
Northbound
Southbound
Movement
7
8 9
1 10 11
12
L
T R
I L T
R
Volume
Peak Hour Factor, PHF
Hourly Flow Rate, HFR
Percent Heavy Vehicles
Percent Grade (°s) 0
Flared Approach: Exists? /Storage
Lanes
Configuration
Approach
Movement
Lane Config
v (vph)
C (m) (vph)
v/c
9596 queue length
Control Delay
LOS
Approach Delay
Approach LOS
29 24
0.85 0.85
34 28
5 5
0
1 1
L R
Delay, Queue Length, and Level of Service
EB WB Northbound Southbound
1 4 1 7 8 9 10 11 12
L I I L R
96 34 28
594 187 537
0.16 0.18 0.05
0.57 0.64 0.16
12.2 28.5 12.1
B D B
21.1
C
Packet Page -3315-
v
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
gency /Co.: DPA
Date Performed: 2/7/2012
Analysis Time Period: PM PEAK HOUR - w/o DIRECTIONAL
Intersection: OIL WELL RD @ ARTHREX COMMERCE
Jurisdiction: COLLIER
Units: U. S. Customary
Analysis Year: 2016
Project ID: #11588 AVE MARIA TOWN CENTER 2B
East /West Street: OIL WELL ROAD
North /South Street: ARTHREX COMMERCE DRIVE
Intersection Orientation: EW Study period (hrs): 0.25
Vehicle Volumes and Adjustments
Major Street: Approach Eastbound Westbound
Movement 1 2 3 1 4 5 6
L T R I L T R
Volume 235 757 429 93
Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85
Hourly Flow Rate, HFR 276 890 504 109
Percent Heavy Vehicles 5
Median Type /Storage Raised curb / 1
RT Channelized? No
Lanes 1 2 2 1
Configuration L T T R
Upstream Signal? No No
Minor Street: Approach Northbound Southbound
Movement 7 8 9 1 10 11 12
L T R I L T R
Volume 145 363
Peak Hour Factor, PHF 0.85 0.85
Hourly Flow Rate, HFR 170 427
Percent Heavy Vehicles 5 5
Percent Grade (o) 0 0
Flared Approach: Exists? /Storage
Lanes 1 1
Configuration L R
Delay, Queue Length, and Level of Service_
Approach EB WB Northbound Southbound
Movement 1 4 1 7 8 9 1 10 11 12
Lane Config L L R
v (vph) 276 170 427
C (m) (vph) 942 171 776
v/c 0.29 0.99 0.55
95- queue length 1.23 7.92 3.40
Control Delay 10.4 121.8 15.2
LOS B F C
-"pproach Delay 45.5
?proach LOS E
Packet Page -3316-
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
170
Agency /Co.: DPA
942
Date Performed: 2/7/2012
758
Analysis Time Period: PM PEAK HOUR - W /DIRECTIONAL
0.58
Intersection: OIL WELL RD @ ARTHREX COMMERCE
0.33
Jurisdiction: COLLIER
0.70
Units: U. S. Customary
33.2
Analysis Year: 2016
A
Project ID: #11588 AVE MARIA TOWN CENTER 2B
B
East /West Street: OIL WELL ROAD
North /South Street: ARTHREX COMMERCE DRIVE
Intersection Orientation: EW Study period
(hrs):
Vehicle Volumes and Adjustments
Major Street: Approach Eastbound Westbound
Movement 1 2 3 1 4
5
L T R I L
T
Volume 80 757
460
Peak -Hour Factor, PHF 0.85 0.85
0.85
Hourly Flow Rate, HFR 94 890
541
Percent Heavy Vehicles 5 -- --
--
Median Type /Storage Raised curb / 1
RT Channelized?
Nc
0.25
6
R
62
0.85
72
Lanes 1 2 2 1
Configuration L T T R
Upstream Signal? No No
Minor Street: Approach Northbound Southbound
Movement 7 8 9 10 11 12
L T R I L T R
Volume
Peak Hour Factor, PHF
Hourly Flow Rate, HFR
Percent Heavy Vehicles
Percent Grade (%) 0
Flared Approach: Exists? /Storage
Lanes
Configuration
Approach
Movement
Lane Config
v (vpn)
C (m) (vph)
v/c
956 queue length
Control Delay
LOS
Approach Delay
Approach LOS
145 123
0.85 0.85
170 144
5 5
0
1 1
L R
Delay, Queue Length, and Level of Service
EB WB Northbound Southbound
1 4 1 7 8 9 1 10 11 12
L I I L R
94
170
144
942
292
758
0.10
0.58
0.19
0.33
3.42
0.70
9.2
33.2
10.9
A
D
B
22.9
C
Packet Page -3317-
HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
Analyst: DL
Northbound
8 9
T R
Southbound
1 10 11
1 L T
lgency /Co.: DPA
Volume
Date Performed: 2/7/2012
18
Peak Hour Factor, PHF
Analysis Time Period: AM PEAK HOUR
0.85
0.85
Intersection: OIL WELL RD @ AVE MARIA BLVD
Jurisdiction: COLLIER
21
Percent Heavy Vehicles
Units: U. S. Customary
5
5
Analysis Year: 2016
0
0
Project ID: #11588 AVE MARIA TOWN CENTER
2B
East /West Street: OIL WELL ROAD
Lanes
North /South Street: AVE MARIA BOULEVARD
1 1
Intersection Orientation: EW
Study period
(hrs):
Vehicle Volumes and
Adjustments
Major Street: Approach Eastbound
Westbound
Movement 1 2
3 1 4
5
L T
R I L
T
Volume 247 465
948
Peak -Hour Factor, PHF 0.85 0.85
0.85
Hourly Flow Rate, HFR 290 547
1115
Percent Heavy Vehicles 5 --
--
__
Median Type /Storage Raised curb
/ 1
RT Channelized?
No
Lanes 1 2
2 1
Configuration L T
T R
Upstream Signal? No
No
0.25
6
R
6
0.85
7
,inor Street: Approach
Movement 7
L
Northbound
8 9
T R
Southbound
1 10 11
1 L T
12
R
Volume
2
18
Peak Hour Factor, PHF
0.85
0.85
Hourly Flow Rate, HFR
2
21
Percent Heavy Vehicles
5
5
Percent Grade (6)
0
0
Flared Approach: Exists? /Storage
Lanes
1 1
Configuration
L R
Approach
Movement
Lane Config
v (vph)
C(m) (vph)
v/c
956 queue length
Control Delay
LOS
Approach Delay
pproach LOS
Delay, Queue Length, and Level of Service
EB WB Northbound Southbound
1 4 1 7 8 9 1 10 11 12
L I L R
290 2 21
601 114 519
0.48 0.02 0.04
2.62 0.05 0.13
16.4 37.1 12.2
C E B
Packet Page -3318-
14.4
B
HCS +: Unsignalized intersections Release 5.6 11/13/2012 Item 17.13.
TWO -WAY STOP CONTROL SUMMARY
5
105
Analyst: DL
178
774
0.28
Agency /Co.: DPA
0.14
1.18
0.09
Date Performed: 2/7/2012
9.9
25.8
10.4
Analysis Time Period: PM PEAK HOUR
D
B
Intersection: OIL WELL RD @ AVE MARIA BLVD
Jurisdiction: COLLIER
Units: U. S. Customary
Analysis Year: 2016
Project ID: #11588 AVE MARIA TOWN CENTER
2B
East /West Street: OIL WELL ROAD
North /South Street: AVE MARIA BOULEVARD
Intersection Orientation: EW
Study period (hrs):
0.25
Vehicle Volumes and
Adjustments
Major Street: Approach Eastbound
Westbound
Movement 1 2
3 1 4
5
6
L T
R I L
T
R
7
Volume 249 653
432
Peak -Hour Factor, PHF 0.85 0.85
0.85
0.85
Hourly Flow Rate, HFR 292 768
508
8
Percent Heavy Vehicles 5
Median Type /Storage Raised curb
/ 1
RT Channelized?
No
Lanes 1 2
2 1
Configuration L T
T R
Upstream Signal? No
No
Minor Street: Approach Northbound
Southbound
Movement 7 8
9 1 10
11
12
L T
R I L
T
R
Volume
Peak Hour Factor, PHF
Hourly Flow Rate, HFR
Percent Heavy Vehicles
Percent Grade (o) 0
Flared Approach: Exists? /Storage
Lanes
Configuration
Approach
Movement
Lane Config
v (vph)
C (m) (vph)
v/c
95% queue length
Control Delay
LOS
Approach Delay
Approach LOS
I
5 90
0.85 0.85
5 105
5 5
0
1 1
L R
II
Delay, Queue Length, and Level of Service
EB WB Northbound Southbound
1 4 1 7 8 9 1 10 11 12
L 1 I L R
292
5
105
1025
178
774
0.28
0.03
0.14
1.18
0.09
0.47
9.9
25.8
10.4
A
D
B
11.1
B
Packet Page -3319-
11/13/2012 Item 17.B.
APPENDIX I
EXCERPTS FROM FDOT GREEN BOOK
Packet Page -3320-
11/13/2012 Item 17.13.
Topic # 625- 000 -015
MANUAL OF UNIFORM MINIMUM STANDARDS
FOR DESIGN, CONSTRUCTION AND MAINTENANCE
FOR STREETS AND HIGHWAYS
(Commonly known as the "Florida Greenbook ")
State of Florida
Department of Transportation
MAY 2007
EDITION
Any updates to the Florida Greenbook will be posted on the
FDOT Web Site at:
http://www.dot.state.ft.uslrddesignIPublicationslpub.htm
Packet Page -3321-
11/13/2012 Item 17.13.
Topic # 625 - 000 -015 May - 2007
Manual of Uniform Minimum Standards
for Design, Construction and Maintenance
for Streets and Highways
FIGURE 3 — 13
TYPICAL STORAGE LANE
Left Turn Storage Lane (Similar Arrangement For Right Turns) Median
Opening
Taper Len 9th Braking Distance Queue Length
.�- — 10'to 12= Storage Lane so' I
Through Lane _ -
04
Through Lane mm*
Taper Or Reverse Curve Stop Control
Storage Queue Length - Unsignalized Intersections
Turning Vehicles Per Hour 30 60 100 200 300
Required Storage Length (FEET) 25 50 100 175 250
At signalized intersections, the required queue length depends on the signal cycle length, the signal phasing
arrangement, and rate of arrivals and departures of turning vehicles.
In absence of a turning movement study, it is recommended that 100 ft. of queue length be provided in
urban /suburban areas and 50 ft. of queue length be provided in rural /town areas as a minimum.
Taper Length And Braking Distance (FEET)
Highway Design
Speed
(MPH)
Storage Entry
Speed*
(MPH)
Taper Length
Brake To Stop
Urban **
Rural * **
35
25
70
75
- --
40
30
80
75
- --
45
35
85
100
- --
50
40/44
105
135
215
55
48
125
- --
260
60
52
145
- --
310
65
55
170
- --
350
* Reaction Precedes Entry
** Minimum Braking Distance, Wet Conditions
* ** Customary Braking Distance, Wet Conditions
Tk- -�... i
,., r,,.- -, „1 ". ov I lull w uck.-ciciauun iC11yl11 knee oecilon
Geometric Design 3 -92
Packet Page -3322-
11/13/2012 Item 17.B.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
EMAIL FROM FIRE
MARSHAL LEO RODGERS
Packet Page -3323-
11/13/2012 Item 17.13.
Alexis Crespo
From:
Leo Rodgers <LRodgers @immfire.com>
Sent:
Monday, April 02, 2012 4:58 PM
To:
Kristina Johnson
Cc:
Alexis Crespo; BCIFDChief
Subject:
RE: Arthrex Western Entrance
Good Afternoon Kristina,
As we discussed, I have had concerns about fire service access with the number of parking spaces and only two
entrances to the property. The addition of another entrance off of Oil Well road will alleviate some of the congestion. I
have looked at the plan you sent for my review and give my support to the addition of the western entrance.
Leo F. Rodgers
Fire Marshal
Immokalee Fire Control District
502 E. New Market Rd.
Immokalee, Fl. 34142
Phone: (239) 657 -2700
Cell: (239) 707 -4829
From: Kristina Johnson [mai Ito: Kristina J @waIdropengi need ng.com]
Sent: Thursday, March 29, 2012 2:40 PM
To: Leo Rodgers
Cc: Alexis Crespo
Subject: Arthrex Western Entrance
Leo,
Per our conversation we are looking to add another entrance into the Arthrex facility from Oil Well Road. This entrance
will be located along the western end of the Arthrex property and will mainly be used by employee and visitor traffic. All
truck traffic will be directed to use the Arthrex Commerce Drive entrance. We feel this will greatly improve the
accessibility of the Arthrex site as it relates to emergency situations.
For your review I have attached an exhibit showing the proposed entry.
Before we can permit the entrance we must first receive approval from the Board of County Commissioners for the
additional Oil Well Road entrance via the SRA Amendment process. We are asking for your support in the allowance of
the western entrance.
Feel free to contact me with any questions or concerns.
Thanks,
Kristina M. Johnson, P. E., LEEDAP
Project Manager
WALDROP ENGINEERING, P.A.
KristinaJ(@WaldraDEnF!ineering.com
28100 Bonita Grande Dr. #305
Bonita Springs, FL 34135
Packet Page -3324-
11/13/2012 Item 17.13.
TOWN OF AVE MARIA SRAA
SRAA -PL- 2012 -705
CCPC Packets
SIGN POST AFFIDAVIT &
PHOTOS
Packet Page -3325-
11/13/2012 Item 17.B.
SIGN POSTING INSTRUCTIONS
(Section 10.03.00, COLLIER COUNTY LAND DEVELOPMENT CODE (LDC)
A zoning sign(s) must be posted by the petitioner or the petitioner's agent on the parcel for a minimum of fifteen (15) calendar
days in advance of the first public hearing and said sign(s) must be maintained by the petitioner or the petitioner's agent through
the Board of County Commissioners Hearing. Below are general guidelines for signs, however these guidelines should not be
construed to supercede any requirement of the LDC. For specific sign requirements, please refer to Section 10.03.00 of the
LDC.
I. The sign(s) must be erected in full view of the public, not more than five (5) feet from the nearest street right -of -way or
easement.
2. The sign(s) must be securely affixed by nails, staples, or other means to a wood frame or to a wood panel and then fastened
securely to a post, or other structure. The sign may not be affixed to a tree or other foliage.
3. The petitioner or the petitioner's agent must maintain the sign(s) in place, and readable condition until the requested action
has been heard and a final decision rendered. If the sign(s) is destroyed, lost, or rendered unreadable, the petitioner or the
petitioner's agent must replace the signs
NOTE: AFTER THE SIGN HAS BEEN POSTED, THIS AFFIDAVIT OF POSTING NOTICE SHOULD BE
RETURNED NO LATER THAN TEN (10) WORKING DAYS BEFORE THE FIRST HEARING DATE TO THE
ASSIGNED PLANNER.
AFFIDAVIT OF POSTING NOTICE
STATE OF FLORIDA
COUNTY OF LEE
BEFORE THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED k Gam` S Coc-%f
WHO ON OATH SAYS THAT HE /SHE HAS POSTED PROPER NOTICE AS REQUIRED BY SECTION 10.03.00 OF THE
COLLIER COUNTY LAND DEVELOPMENT CODE ON THE PARCEL COVERED IN PETITION NUMBER
- (Y I _��
SIGNA' APPLIPANT OR AGENT
k xN % C-rc a� 0
NAME (TYPED OR PRINT D)
STATE OF FLORIDA
COUNTY OF C -014— R —
a 'bt (n Gr' ko Lt Ex-
STREET OR P.O. BOX
CITY, TAT IP
The foregoing instrument was sworn to and subscribed before me this � � day of _ , 20� by
personally known to me or who produced as identification
and who did /did not take an oath.
cOLLIAN JON", III Signature of Notary 06lic
( SNOTARY PUBLIC
STATE OF FLORIDA
Comm# EE099159
CE . Expires 6/112015
My Commission Expires:
(Stamp with serial number)
Printed Name of Notary Public
J:\ 276 -00 Niirasol \Word\Zoning \Sign Post\AFFIDAVIT AND SIGN POSTING INSTRUCTIONS 5- 2- 05.doc
Packet Page -3326-
Camp Keais Road Signage
11/13/2012 Item 17.13.
Packet Page -3327-
Oil Well Road Signage
11/13/2012 Item 17.13.
Packet Page -3328-
11/13/2012 Item 17.B.
October 2, 2012
VIA E -MAIL: kaydeselem@,collier g ov.net
Ms. Kay Deselem, AICP
Principal Planner
Department of Planning and Zoning
2800 North Horseshoe Drive
Naples, Florida 34104
Re: Town of Ave Maria SRAIDRI D.O. Amendment
Dear Ms. Deselem:
We understand that RES Collier Holdings, LLC as landowner for the approximately
200,000 square foot Arthrex manufacturing facility currently under construction in the Town of
Ave Maria has filed applications to add an access point on Oil Well Road approximately 1,430
feet west of Arthrex Commerce Drive.
Pacific Tomato Growers, Ltd. owns the property immediately south of Oil Well Road
across froin the Town Center on Oil Well Road. In fact, Pacific owns all the property south of
Oil Well Road from Camp Keais Strand east to the extension of Camp Keais Road. As the
adjacent property owner, Pacific Tomato Growers, Ltd. has no objection to Arthrex's request for
an additional access point along Oil Well Road.
Sincerely,
&yL1
Pacific Tomz
cc: Mr. Reinhold Schmieding (Via E -Mail: Reinhold .Schmiedinc,)@Arthrex.coni)
John M. Passidomo, Esq. (Via E -Mail: jmpassidomonnapleslaw.com)
4338 -8942 # 1315
Packet Page -3329-
11/13/2012 Item 17.B.
October 2, 2012
VIA E -MAIL: ktiv cleseleni(�)coll'ter�ioNI.riet
Ms. Kay Deselem, AICP
Principal Planner
Department of Planning and Zoning
2800 North Horseshoe Drive
Naples, Florida 34104
Re: Town of Ave Maria SRAIDRI D.O. Amendment
Dear Its. Deselem:
We understand that RES Collier Holdings, LLC as landowner for the approximately
200,000 square foot Arthrex manufacturing facility currently under construction in the Town of
Ave Maria has filed applications to add an access point on Oil Well Road approximately 1,430
feet west of Arthrex Commerce Drive.
Pulte Home Corporation owns the property north of Anthem Parkway and north of the
±50 acre Town Center in which the Arthrex manufacturing facility will be located. As the
adjacent property owner, Pulte Home Corporation has no objection to Arthrex's request for an
additional access point along Oil Well Road.
Sincerely,
Richard McCormick
Vice President, Land
Pulte Home Corporation
cc: Mr. Reinbold Schmieding (ViaE- Mail: Rcinhr ;ld.Scl��r�lie�li���,C9'.Artlue .ci?a��
Toles M. Passidomo, Esq. (Via E- Mail: �a�sicic�m��ta 'n���leslatv.eoi�ij
11/13/2012 Item 17.13.
RESOLUTION NO. 12 -
A RESOLUTION AMENDING RESOLUTION NUMBERS
2004 -89 AND 2005 -234A FOR THE TOWN OF AVE MARIA
STEWARDSHIP RECEIVING AREA TO REVISE THE SRA
MASTER PLAN TO ADD AN ACCESS POINT ON OIL
WELL ROAD. THE PROPERTY IS LOCATED NORTH OF
OIL WELL ROAD AND WEST OF CAMP ICEAIS ROAD IN
SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH,
RANGE 29 EAST AND SECTIONS 4 THROUGH 9 AND 16
THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST
IN COLLIER COUNTY, FLORIDA. (PETITION SRAA-
PL20120000705)
WHEREAS, the Board of County Commissioners approved the Town of Ave Maria
Stewardship Sending Area (SRA) by Resolution No. 2004 -89 on March 23. 2004 and Resolution
No. 2005 -234A on Jane 14, 2005; and
WHEREAS. as part of the approval of the SRA, the Board approved the Ave Maria
Town Plan and Master Plan; and
WHEREAS. the Board amended the SRA Master Plan on July 25, 201 1 by Resolution
No. 2'011 -131; and
WHEREAS, RES Collier Holdings LLC has applied for an amendment to the Ave Maria
Master flan in accordance ,,with Section 4.08.071.4. of the LDC and Appendix D of the .Ave
Maria Town Plan; and
WHEREAS. the Collier County Planning Commission has reviewed and c- onsidered the
proposed amendment and held a public hearing on
NOW, THEREFORE, BE IT RESOLVED BY TIIE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
The Master Plan is hereby amended and replaced with the Master Plan .
attached hereto as Exhibit --A" to this Resolution.
2. Except as set forth herein, the .A,,e Town Plan shall remain in null
force and effect.
BE 11' FUR 1TIF.R RES0l_N,'h:D that this Resolution be recorded in the minutes of this
Board.
.Ave Maria Town Center! SRAA-I'L20!20000705
Bevis d "7�!? 1 of 2
Packet Page -3331-
']'his Resolution adopted this
and favorable vote.
ATTEST:
DWIGI-IT E. BROCK7 CLERK
Deputy Clerk
Approved as to form
and legal sufficiency:
DRAFT
Heidi Ashtmi-Cicko
Managing Assistant County Attorney
AtTachinent: Exhibit A - SRA Master Flan
CPS 12- CPS -01 166+.8
1
11/13/2012 Item 17.13.
day of 2012. after motion, second.
BOARD OF COLTNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY:
Ave Maria Town CCJ11eT' SRAA-PL20 1 2000070=
Rn,ised x.1221/12 2 of 2
Packet Page -3332-
FRED W. COYLE, Chairman
11/13/2012 Item 17.13.
UU0rrF5rvD trc 'SE Aare. ' r
AMP KEAI. A
ti.a� 'kt'Sra,� cwn Co Ac e-
jr-'- Neghbo hond nnera! 3AQ. Aae�
pp Er
CZ' SS
i °� u+ � T '� � � ���j{ .I�1 �r - 4,..:...L� Co •y nara i A rt; �
74 Acres
O t` R(_-� ! Q_.. W -��,P- '.+fl .,mom Taiai 5027 Aires
WRA
4, F ism-
WRA
< x .1,o-! r^^r i ,_°'•simarry, (�,z°4` i
y
v S uro k _ s o
WRA
WRA
��e a
- O a
sNAA- vL2012 oo7o5 REV: 1
WRA TOWN OfAVC ARIA
i .tom...;. DATE: / /Vl1
__ ,
Due: s znJz
a ��-
HSA HSA "A FSA t� r
' HSA
HSA'
ESA '..
REVISED May 1, 2012
i
Packet Page -3333-
i
i
Z
D
r
rn
N
O
D
-c
Z
rn
U
Q_
m .
a.
a
_c
O'
n
0
Q
N
N
.O
OF
tt)
D
11/13/2012 Item 17.13.
PUBLIC NOTICE PUBLIC N OT10E F U BL1C N 0110E
NOTICE OF INTENT
TO CONSIDER RESOLUTION
Notice is hereby given that on Tuesday, November 13, 2012, in the Boardroom, 3rd Floor,
Administration Building, Collier County Govemment Center, 3299 East Tamiami Trail, Na-
ples, Florida, the Board of County Commissioners will consider the enactment of a Resolu-
tion. The meeting will commence at 9:00 A.M. The title of the proposed Resolution is as
follows:
A RESOLUTION AMENDING RESOLUTION NUMBERS 2004 =89 AND 2005-,
234A FOR THE TOWN OF AVE MARIA STEWARDSHIP RECEIVING AREA'
TO REVISE THE SRA MASTER PLAN TO ADD AN ACCESS POINT ON OIL
WELL ROAD. THE PROPERTY IS LOCATED NORTH OF OIL WELL. ROAD AND
WEST OF CAMP KEAIS ROAD IN SECTIONS 31 THROUGH 33, TOWNSHIP 47
SOUTH, RANGE 29 EAST AND SECTIONS 4 THROUGH.9_AND 16 THROUGH
18, TOWNSHIP 48 SOUTH, RANGE 29 EAST IN COLLIER COUNTY, FLORIDA:
(PETITION SRAA- PL201.20000705) -
Copies of the proposed Resolution are
on file with the Clerk to the Board and
are available for inspection. All interest=
ad parties are invited to attend and be
heard.
NOTE: All persons wishing to speak on
any agenda .item must register with the
County administrator prior to presenta-
tion of the agenda item to be addressed.
Individual speakers will be limited to 3
minutes on any item. The selection of an
Individual to speak on behalf of an orga-
nization or group is encouraged. If rec
agnized by the Chairman, a spokesper-
son for a group or organization may be
allotted 10 minutes to speak on an item.
Existing kcess Point Persons wishing to have written or
s a graphic materials included in the Board
agenda packets must submit said mate-
rial a minimum of 3 weeks prior to the <
respective public hearing. In any case,
written materials intended . to be consid-
��.� '- Proposed Across Point ered by the Board shall be submitted to
���,1+►; the appropriate County staff a minimum
r ; of seven days prior to the public hearing.
All material used in presentations before
the Board will become a permanent part
.r of the record.
Any person who decides to appeal a decision of the Board will need a record of the pro-'
ceedings pertaining thereto and therefore, may need to ensure that a verbatim record of
the proceedings is made, which record includes the testimony and evidence upon which
the appeal is based.
If you are a person with a disability who needs any accommodation in order to participate
in this proceeding; you are entitled, at no cost to you, to the provision of certain assis-
tance. Please contact the Collier County Facilities Management Department, located at
3335 Tamiami Trail East, Building W, Naples, Florida 34112, (239) 252 -8380. Assisted lis-
tening devices for the hearing impaired are available in the County Commissioners' Office.,
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Martha Vergara, Deputy Clerk (SEAL) .
.No. 240194967 October 24, 2012
Packet Page -3334-