03/06/2014
City Council Agenda
Location: Council Chambers - City Hall
Date: 3/6/2014- 6:00 PM
Welcome. We are glad to have you join us. If you wish to speak, please wait to be recognized, then state your
name and address. Persons speaking before the City Council shall be limited to three (3) minutes unless
otherwise noted under Public Hearings. For other than Citizens to be heard regarding items not on the Agenda, a
spokesperson for a group may speak for three (3) minutes plus an additional minute for each person in the
audience that waives their right to speak, up to a maximum of ten (10) minutes. Prior to the item being
presented, please obtain the needed form to designate a spokesperson from the City Clerk (right-hand side of
dais). Up to thirty minutes of public comment will be allowed for an agenda item. No person shall speak more
than once on the same subject unless granted permission by the City Council. The City of Clearwater strongly
supports and fully complies with the Americans with Disabilities Act (ADA). Please advise us at least 48 hours
prior to the meeting if you require special accommodations at 727-562-4090. Assisted Listening Devices are
available. Kindly refrain from using beepers, cellular telephones and other distracting devices during the
meeting.
1. Call to Order
2. Invocation
3. Pledge of Allegiance
4. Presentations
4.1Youth Arts Month Proclamation - Colin Bissett, President Clearwater Arts Alliance
Attachments
4.2American Red Cross Month Proclamation - Janet McGuire, Florida’s West Coast Region - Regional
Communications Officer
Attachments
4.3CFY Scholarships - Dawn Daugherty, Clearwater for Youth Scholarship Committee Chairperson
Attachments
5. Approval of Minutes
5.1Approve the minutes of the February 20, 2014 City Council Meeting as submitted in written summation
by the City Clerk.
Attachments
6. Citizens to be Heard re Items Not on the Agenda
Public Hearings - Not before 6:00 PM
7. Administrative Public Hearings
- Presentation of issues by City staff
- Statement of case by applicant or representative (5 min.)
- Council questions
- Comments in support or opposition (3 min. per speaker or 10 min
maximum as spokesperson for others that have waived their time)
- Council questions
- Final rebuttal by applicant or representative (5 min.)
- Council disposition
7.1Approve the Release and Termination of restrictions upon certain privately owned land executed by Bay
Park Center, Inc., located in the NE 1/4 of the SE 1/4, Section 19-29-16, known as 18820 U.S. Highway
19, which were originally accepted by the Clearwater City Commission on July 5, 1973, and authorize the
appropriate officials to execute same.
Attachments
8. Second Readings - Public Hearing
8.1Adopt Ordinance 8533-14 on second reading, amending the future land use plan element of the
Comprehensive Plan of the city to change the land use designation for certain real property whose post
office addres is 2730 Curlew Road, from Residential Urban (RU) to Residential Low Medium (RLM).
Attachments
8.2Adopt Ordinance 8537-14 on second reading, annexing certain real property whose post office addresses
are 1238 Palm Street, 1215 Palm Street, 1349 Union Street, 1329 State Street and 1230 Aloha Lane into
the corporate limits of the city and redefining the boundary lines of the city to include said addition.
Attachments
8.3Adopt Ordinance 8538-14 on second reading, amending the future land use plan element of the
Comprehensive Plan of the city to designate the land use for certain real property whose post office
addresses are 1238 Palm Street, 1215 Palm Street, 1349 Union Street, 1329 State Street and 1230 Aloha
Lane, upon annexation into the City of Clearwater, as Residential Urban (RU).
Attachments
8.4Adopt Ordinance 8539-14 on second reading, amending the Zoning Atlas of the city by zoning certain
real property whose post office addresses are 1238 Palm Street, 1215 Palm Street, 1349 Union Street,
1329 State Street and 1230 Aloha Lane, upon annexation into the City of Clearwater, as Low Medium
Density Residential (LMDR).
Attachments
City Manager Reports
9. Consent Agenda
9.1Approve the Business Maintenance and Continued Performance Agreement with Instrument
Transformers, Inc., which establishes certain conditions including capital investment, new job creation,
annual average wage thresholds for new employees, and other considerations as required by the City’s
Economic Development Ad Valorem Tax Exemption enactment authority, and authorize appropriate
officials to execute same. (consent)
Attachments
9.2Approve an agreement with Instrument Transformers, Inc. to provide certain economic incentives as an
inducement to encourage the company to invest approximately $46 million in new construction,
machinery and equipment for the expansion in Clearwater resulting in the creation of 263 new
manufacturing jobs and approximately 212,000 sq. ft. of new construction creating a GE Manufacturing
Center of Excellence, and authorize the appropriate officials to execute same. (consent)
Attachments
9.3Approve the Agreements between the City and Cigna Health and Life Insurance Company providing
Administrative Services and Stop Loss Insurance for the period from January 1, 2014 to December 31,
2014 at a total cost of approximately $1.8 million in accordance with the funding authorized by City
Council on October 14, 2013, and authorize the appropriate officials to execute same. (consent)
Attachments
9.4Approve Concession Operations Agreement from March 1, 2014 through June 30, 2014 with Edward
Bates, individually d/b/a Kinney’s Kitchen (Kinney's), to provide food concession services for programs
and activities held at the EC Moore Softball Complex, and authorize the appropriate officials to execute
same. (consent)
Attachments
9.5Approve acceptance of Florida Department of Transportation (FDOT) High Visibility Enforcement
(HVE) for Pedestrian and Bicycle Safety Grant Award in the amount of $29,036.80 for police overtime
and related fringe benefits and authorize the appropriate officials to execute same. (consent)
Attachments
9.6Approve acceptance of Florida Department of Law Enforcement (FDLE), Justice Assistance Grant –
Countywide (JAG), in the amount of $17,735, and authorize the appropriate officials to execute same.
(consent)
Attachments
9.7Accept a Drainage Easement conveyed by Westchester Lake Condominium Association, Inc.
encompassing city-owned drainage facilities at two locations. (consent)
Attachments
9.8Accept two Traffic Signal Utility Easements conveyed by property owners at Westfield Mall and
Countryside Centre. (consent)
Attachments
9.9Appoint Christopher J. Anuszkiewicz to the Municipal Code Enforcement Board to fill the remainder of
an unexpired term through October 31, 2014. (consent)
Attachments
10. Other Items on City Manager Reports
10.1Schedule a special work session for the purpose of reviewing Public Records and Sunshine Law on
Thursday, March 20, 2014.
Attachments
Miscellaneous Reports and Items
11. City Manager Verbal Reports
11.1City Manager Verbal Reports
Attachments
12. Other Council Action
12.1Support the Greenlight Pinellas Plan and adopt Resolution 14-06.
Attachments
13. Closing Comments by Mayor
14. Adjourn
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Youth Arts Month Proclamation - Colin Bissett, President Clearwater Arts Alliance
SUMMARY:
Review Approval:
Cover Memo
Item # 1
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
American Red Cross Month Proclamation - Janet McGuire, Florida’s West Coast Region - Regional Communications Officer
SUMMARY:
Review Approval:
Cover Memo
Item # 2
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
CFY Scholarships - Dawn Daugherty, Clearwater for Youth Scholarship Committee Chairperson
SUMMARY:
Review Approval:
Cover Memo
Item # 3
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve the minutes of the February 20, 2014 City Council Meeting as submitted in written summation by the City Clerk.
SUMMARY:
Review Approval:
Cover Memo
Item # 4
Council 2/20/2014 1
CITY COUNCIL MEETING MINUTES
CITY OF CLEARWATER
February 20, 2014
Present: Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay
E. Polglaze
Also Present: William B. Horne II - City Manager, Jill S. Silverboard - Assistant City
Manager, Pamela K. Akin - City Attorney, Rosemarie Call - City Clerk,
Nicole Sprague - Official Records and Legislative Services Coordinator
To provide continuity for research, items are listed in agenda order although not
necessarily discussed in that order.
Unapproved
1.
Call to Order – Mayor George N. Cretekos
The meeting was called to order at 6:00 p.m. at City Hall.
2.
Invocation – Rev. Dr. John Thompson of Countryside Christian Center
3.
Pledge of Allegiance – Councilmember Bill Jonson
4. Presentations – Given. 4.1
Be the Match Awareness Month Proclamation, March 2014 - Marc Silver, Senior
Community Engagement Representative for Be the Match
4.2
Irish American Heritage Month Proclamation, March 2014 - Sean Denny,
Ancient Order of Hibernians Pinellas Division 2 President
4.3
Multiple Myeloma Awareness Month Proclamation, March 2014 - Jim Barth,
Multiple Myeloma Group Support Leader
4.4
Officer Tracy Black, Sergeant Thomas Baitinger Award Recipient
4.5
Regional Health Care - Rick Homans, Tampa Hillsborough Economic
Development Corporation (THEDC)
4.6
Federal Legislative Update - Greg Burns, Van Scoyoc Associates
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Attachment number 1 \nPage 1 of 17
Item # 4
Council 2/20/2014 2
5. Approval of Minutes 5.1
Approve the minutes of the February 6, 2014 City Council Meeting as submitted
in written summation by the City Clerk.
Councilmember Bill Jonson moved to approve the minutes of the February 6, 2014 City
Council Meeting as submitted in written summation by the City Clerk. The motion was
duly seconded and carried unanimously.
6.
Citizens to be Heard re Items Not on the Agenda
Public Hearings - Not before 6:00 PM
7. Administrative Public Hearings 7.1
Approve the annexation, initial Future Land Use Map designation of Residential
Urban (RU) and initial Zoning Atlas designation of Low Medium Density
Residential (LMDR) District for 1238 Palm Street, 1215 Palm Street, 1349 Union
Street, 1329 State Street, and 1230 Aloha Lane; and pass Ordinances 8537-14,
8538-14 and 8539-14 on first reading. (ANX2013-12034)
This voluntary annexation petition involves five parcels of land totaling 0.927
acres. All parcels are occupied by a single-family dwelling. The five lots are
located south of Union Street, east of Douglas Avenue, north of Sunset Point
Road (SR 576), and west of Kings Highway. The applicants are requesting
annexation in order to receive solid waste service from the City, and will connect
to City sewer when it is available in the future, as part of the City’s Idlewild/The
Mall Septic-to-Sewer Project. All properties are contiguous to existing city
boundaries in at least one direction. It is proposed that the properties be assigned
a Future Land Use Map designation of Residential Urban (RU) and a Zoning Atlas
designation of Low Medium Density Residential (LMDR). The Planning and
Development Department determined that the proposed annexations are
consistent with the provisions of Clearwater Community Development Code
Section 4-604.E as follows:
The properties currently receive water service from the City. Collection of solid
waste will be provided to the properties by the City. The applicants will connect to
the City’s sanitary sewer service when it is available, and is aware of the fee that
must be paid in order to connect and the financial incentives available. The
properties are located within Police District II and service will be administered
through the district headquarters located at 645 Pierce Street. Fire and
emergency medical services will be provided to these properties by Station 51
located at 1720 Overbrook Avenue. The City has adequate capacity to serve
these properties with sanitary sewer, solid waste, police, fire and EMS service.
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Attachment number 1 \nPage 2 of 17
Item # 4
Council 2/20/2014 3
The proposed annexations will not have an adverse effect on public facilities and
their levels of service; and
The proposed annexations are consistent with and promote the following
objectives of the Clearwater Comprehensive Plan:
Objective A.6.4 Due to the built-out character of the City of Clearwater, compact
urban development within the urban service area shall be promoted through
application of the Clearwater Community Development Code.
Objective A.7.2 Diversify and expand the City’s tax base through the annexation
of a variety of land uses located within the Clearwater Planning Area.
Policy A.7.2.3 Continue to process voluntary annexations for single-family
residential properties upon request. The proposed Residential Urban (RU) Future
Land Use Map category is consistent with the current Countywide Plan
designation of these properties. This designation primarily permits residential uses
at a density of 7.5 units per acre. The proposed zoning district to be assigned to
the properties is the Low Medium Density Residential (LMDR) District. The use of
the subject properties is consistent with the uses allowed in the district and the
properties exceed the district’s minimum dimensional requirements.
The proposed annexations are therefore consistent with the Countywide Plan and
the City’s Comprehensive Plan and Community Development Code; and
The properties proposed for annexation are contiguous to existing city
boundaries; therefore, the annexation is consistent with Florida Statutes Chapter
171.044.
Councilmember Jay Polglaze moved to approve the annexation, initial Future Land Use
Map designation of Residential Urban (RU) and initial Zoning Atlas designation of Low
Medium Density Residential (LMDR) District for 1238 Palm Street, 1215 Palm Street,
1349 Union Street, 1329 State Street, and 1230 Aloha Lane. The motion was duly
seconded and carried unanimously.
Ordinance 8537-14 was presented and read by title only. Vice Mayor Paul Gibson
moved to pass Ordinance 8537-14 on first reading. The motion was duly seconded and
upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
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Attachment number 1 \nPage 3 of 17
Item # 4
Council 2/20/2014 4
Ordinance 8538-14 was presented and read by title only. Councilmember Bill Jonson
moved to pass Ordinance 8538-14 on first reading. The motion was duly seconded and
upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
Ordinance 8539-14 was presented and read by title only. Councilmember Doreen
Hock-DiPolito moved to pass Ordinance 8539-14 on first reading. The motion was duly
seconded and upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
7.2
Approve a Future Land Use Map amendment from the Residential Urban (RU)
classification to the Residential Low Medium (RLM) classification for property
located at 2730 Curlew Road (consisting of a portion of Section 17, Township 28
South, Range 16 East), and pass Ordinance 8533-14 on first reading.
(LUP2013-11008)
This Future Land Use Map amendment application involves a 1.394-acre property
located on the south side of Curlew Road, west of Countryside Boulevard. The
property is owned by Bennett Retirement Communities, LLC, which operates a
26-bed Assisted Living Facility, Curlew Care of Clearwater, on site. This property
has a Future Land Use Map classification of Residential Urban (RU) and zoning
designation of Medium Density Residential (MDR). The applicant is requesting to
amend the Future Land Use Map classification to the Residential Low Medium
(RLM) classification in order to increase the density allowed on the property so
that the facility can be expanded through the addition of a new wing. The
proposed Residential Low Medium (RLM) classification will allow the existing
assisted living facility to expand from a maximum of 30 beds to a maximum of 39
beds without having to relocate to a new parcel. The current Medium Density
Residential (MDR) District is consistent with the proposed future land use
classification, and therefore no rezoning is requested.
The Planning and Development Department has determined that the proposed
Future Land Use Map amendment is consistent with the Community Development
Code as specified below:
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Item # 4
Council 2/20/2014 5
• The proposed amendment is consistent with the Comprehensive Plan, the
Countywide Plan Rules, and the Community Development Code.
• The proposed amendment is compatible with the surrounding property and
character of the neighborhood.
• Sufficient public facilities are available to serve the property.
• The proposed amendment will not have an adverse impact on the natural
environment, and
• The proposed amendment will not have an adverse impact on the use of
property in the immediate area.
In accordance with the Countywide Plan Rules, the land use plan amendment is
subject to the approval of the Pinellas Planning Council and the Board of County
Commissioners acting as the Countywide Planning Authority. The Future Land
Use Map amendment application is a small-scale amendment so review and
approval by the Florida Department of Economic Opportunity (Division of
Community Planning) is not required.
The Community Development Board reviewed this application at its public hearing
on January 21, 2014 and unanimously recommended approval of the Future Land
Use Map amendment.
Councilmember Jay Polglaze moved to approve a Future Land Use Map amendment
from the Residential Urban (RU) classification to the Residential Low Medium (RLM)
classification for property located at 2730 Curlew Road (consisting of a portion of
Section 17, Township 28 South, Range 16 East). The motion was duly seconded and
carried unanimously.
Ordinance 8533-14 was presented and read by title only. Vice Mayor Paul Gibson
moved to pass Ordinance 8533-14 on first reading. The motion was duly seconded and
upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
7.3
Approve a Second Amendment to an existing Development Agreement between
RS Clearwater LLC, (the property owner) and the City of Clearwater; adopt
Resolution 14-02, and authorize the appropriate officials to execute same.
(DVA2013-11001)
Draft
Attachment number 1 \nPage 5 of 17
Item # 4
Council 2/20/2014 6
The 11.637-acre site is located at the southwest corner of Gulf to Bay Boulevard
and South Belcher Road. The property consists of the following three parcels of
vacant land 13-29-15-48611-000-0020, 13-29-15-48611-000-0030 and 13-29-15-
48611-000-0040). The property is located within the Commercial (C) District and
the Residential/Office/Retail (R/O/R) Future Land Use Plan category.
The proposal is to amend a previously approved site plan to allow a Vehicle
Service use within the C District as part of a Retail Plaza with a minimum parking
ratio of 1.5 spaces per 1,000 square feet of GFA. The Vehicle Service use will be
located within a one-story 6,622 square foot at the northwest corner of the site
replacing the approved 4,200 square foot proposed office building.
On February 16, 2010, the Community Development Board approved a Flexible
Development application (FLD2009-12046) to permit 70,212 square feet of Retail
Sales and Services uses and 12,787 square feet of Restaurant uses (total
commercial floor area of 82,999 square feet) in the proposed Commercial (C)
District. This site plan was superseded by application FLD2011-04018 outlined,
below. The site was also the subject of a Development Agreement (DVA2009-
00005).
On July 19, 2011, the Community Development Board approved a Flexible
Development application (FLD2011-04018) to permit 40,000 square feet of retail
sales and service use, 5,559 square feet of automobile service station use, 4,200
square feet of office use (bank) and 9,400 square feet of restaurant uses (total
commercial floor area of 59,159 square feet) in the Commercial (C) District. The
site is also subject to a Development Agreement (DVA2011-04001) which
amended the original Development Agreement (DVA2009-00005).
On March 10, 2010, the City Council approved the original Development
Agreement (DVA2009-00005) which provided, in brief:
• A maximum of 90,000 square feet of retail and restaurant development;
• 495 parking spaces;
• A maximum Floor Area Ratio (FAR) of 0.178;
• A maximum height of 36 feet;
• That any minor amendments to the site plan may be made by the Planning
and Development Director pursuant to Code; and
• That any amendments to the site plan deemed to not be a minor
amendment or that require further review by the CDB shall require an
amendment to the Development Agreement.
On August 29, 2011, the City Council adopted DVA2011-04001, an amendment to
the Development Agreement outlined, above, which provided, in brief:
Draft
Attachment number 1 \nPage 6 of 17
Item # 4
Council 2/20/2014 7
• An overall amendment to the Site Plan (Section 3);
• Amending Section 4.2 to include specific ratios for the number of required
parking spaces rather than an overall number as follows:
o five spaces per 1,000 square feet of Gross Floor Area (GFA) for
retail and automobile service stations;
o four spaces per 1,000 square feet of GFA for office; and
o fifteen spaces per 1,000 square feet of GFA for restaurants.
• That the ability to utilize cross-parking amongst outparcels be permitted.
This Second Amendment to an existing Development Agreement proposes to
amend a previously approved site plan to allow a Vehicle Service use within the C
District as part of a Retail Plaza with a minimum parking ratio of 1.5 spaces per
1,000 square feet of GFA. The number of parking spaces complies with the
development standard of 1.5 spaces per 1,000 square feet of gross floor area for
Vehicle Service uses as set forth in the Community Development Code.
The development proposal will not degrade the Level of Service (LOS C or better)
on surrounding transportation facilities nor adversely affect the nearby signalized
intersection, which is consistent with Metropolitan Planning Organizations
concurrency management for transportation facilities.
The proposal is in compliance with the standards for development agreements, is
consistent with the Comprehensive Plan and furthers the vision of beach
redevelopment set forth in Beach by Design. The proposed Development
Agreement will be in effect for a period not to exceed ten years, meets the criteria
for the allocation of units from the Hotel Density Reserve under Beach by Design
and includes the following main provisions:
• Amends Section 3 of the agreement to reflect the new site plan for the
northern portion (Parcel 1);
• Amends Sections 4.1 of the agreement to include no more than 90,000
square feet of retail, restaurant and vehicle service use on the parcel; and
• Amends Section 4.2 of the agreement to change the number of parking
spaces for restaurants from 15 spaces per 1,000 square feet of gross floor
area to 12 spaces per 1,000 square feet and to add 1.5 parking spaces
per 1,000 square feet for vehicle service to the existing provided uses and
their respective parking ratios;
The Community Development Board reviewed this Second Amendment to an
existing Development Agreement at its public hearing on January 21, 2014, and
recommended approval.
Applicant Representative Katie Cole said when originally approved in 2010, the request
was approved under one development agreement; one parcel was an apartment
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Item # 4
Council 2/20/2014 8
complex, to be located at the intersection of Druid Road and Belcher Road and the
other parcel was a commercial/retail mix at the intersection of Belcher Road and Gulf to
Bay Boulevard. The previous site plan referenced an office use because of the bank
use; under city code, banks are classified as office. Ms. Cole said the Wawa has been
submitted for permitting with construction to begin afterwards; the Applicant has signed
a Starbucks to the site. There are three other outparcels needing tenants. The
Applicant is not involved with the residential component.
In response to questions, Planner Mark Parry said the proposed residential project has
been undergoing the permitting process. The project will consist of 248 units.
Councilmember Bill Jonson moved to approve a Second Amendment to an existing
Development Agreement between RS Clearwater LLC, (the property owner) and the
City of Clearwater and authorize the appropriate officials to execute same. The motion
was duly seconded and carried unanimously.
Resolution 14-02 was presented and read by title only. Councilmember Doreen Hock-
DiPolito moved to adopt Resolution 14-02. The motion was duly seconded and upon roll
call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
7.4
Approval of a Development Agreement between Marquesas, LLC (property
owner) and the City of Clearwater, providing for the allocation of 93 units from
the Hotel Density Reserve under Beach by Design; adopt Resolution 14-05, and
authorize the appropriate officials to execute same. (HDA2013-12008)
Development Proposal:
No changes have been made to the Development Proposal presented at the
February 6, 2014 Council meeting.
The owners propose to develop the site with two primary buildings including a 74-
unit resort attached dwelling building and a 208-unit overnight accommodations
building with associated accessory uses included a restaurant, bar, fitness facility
and the like. It should be noted that on April 19, 2005 the Community
Development Board (CDB) approved a Transfer of Development Rights (TDR) of
10 units from 41 Devon Drive and three units from the Sand Pearl project located
generally at 500 Mandalay Avenue (13 dwelling units total), under the provisions
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Item # 4
Council 2/20/2014 9
of Section 4-1402 (TDR2005-01017) as associated with applications FLD2005-
01016 and PLT2005-00002.
It must be noted that the applicant is using only 12 of these dwelling units as part
of the 74 proposed dwelling units because the amount of dwelling units, which
may used as part of a TDR is limited to 20 percent of the permitted number of
dwelling units. As such, for the purposes of determining the overall intensity of use
for the site, only 62 dwelling units are used (74 less 12 equals 62).
The development is considered a mixed-use project due to the mix of residential
and non-residential units. The intensity of use for mixed use projects is
determined by calculating the amount of land area needed for one of the uses and
the applying the remaining land area to the second use. In the case of the subject
development, the development potential is determined by first calculating the
amount of land needed to support 62 dwelling units. In this case, 2.067 acres is
need to support 62 dwelling units given density of 30 units per acre. This area is
subtracted from the overall size of the site (4.38 acres) resulting in 2.313 acres.
This is then multiplied by 50 (the otherwise permitted number of hotel units
permitted per acre) which yields 115 units. This acreage is also multiplied by 90
(the maximum density for properties greater than 2.5 acres pursuant to Beach by
Design) which yields 208 units. Subtracting these two figures (208 less 115) yields
93, which is the number of units needed from the Reserve. The proposal is
consistent with Beach by Design and the CDC with regard to density.
As mentioned, the current proposal is to develop the site with two primary
buildings including a 74-unit resort attached dwelling building (including 12 units
transferred to the site previously) and a 208-unit overnight accommodations
building with associated accessory uses included a restaurant, bar, fitness facility
and the like, including the allocation of up to 93 rooms from the Hotel Density
Reserve. The Overnight Accommodation and Resort Attached Dwelling building
will be 150 feet (from Base Flood Elevation) to flat roof (15 stories) with an
additional 13 feet for mechanical equipment and architectural details. A parking
garage containing 265 spaces serving the Overnight Accommodation use will be
just over 73 feet with an additional 13 feet for mechanical equipment and
architectural details. An additional 50 spaces are accommodated within structured
parking associated with the Resort Attached Dwelling building. Finally, 97 spaces
are provided with surface parking throughout the site. The proposal includes a
tropical modern architecture, which is consistent with and complements the
tropical vernacular envisioned in Beach by Design.
Consistency with the Community Development Code:
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Attachment number 1 \nPage 9 of 17
Item # 4
Council 2/20/2014 10
No changes have been made to the Conceptual Site Plan presented at the
February 6, 2014 Council meeting. The Conceptual Site Plan continues to appear
to be consistent with the CDC with regard to:
• Minimum Lot Area and Width
• Minimum Setbacks
• Maximum Height
• Minimum Off-Street Parking
• Landscaping
Consistency with Beach by Design:
No changes have been made to the Conceptual Site Plan presented at the
February 6, 2014 Council meeting. The Conceptual Site Plan continues to appear
to be consistent with the Beach by Design with regard to:
• Design Guidelines
• Hotel Density Reserve
Standards for Development Agreements:
The proposal is in compliance with the standards for development agreements, is
consistent with the Comprehensive Plan and furthers the vision of beach
redevelopment set forth in Beach by Design. The proposed Development
Agreement will be in effect for a period not to exceed ten years, meets the criteria
for the allocation of rooms from the Hotel Density Reserve under Beach by Design
and includes the following main provisions:
• Provides for the allocation of up to 93 units from the Hotel Density Reserve
or a maximum density of 90 units per acre;
• Requires the developer to obtain building permits and certificates of
occupancy in accordance with (CDC) Section 4-407;
• Requires the return of any hotel unit obtained from the Hotel Density
Reserve that is not constructed;
• For units allocated from the Hotel Density Reserve, prohibits the
conversion of any hotel unit to a residential use and requires the recording
of a covenant restricting use of such hotel units to overnight
accommodation usage; and
• Requires a legally enforceable mandatory evacuation/closure covenant that
the hotel will be closed as soon as practicable after a hurricane watch that
includes Clearwater Beach is posted by the National Hurricane Center.
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Attachment number 1 \nPage 10 of 17
Item # 4
Council 2/20/2014 11
Changes to Development Agreements:
Pursuant to Section 4-606.I., CDC, a Development Agreement may be amended
by mutual consent of the parties, provided the notice and public hearing
requirements of Section 4-206 are followed. Revisions to conceptual site plans
and/or architectural elevations attached as exhibits to this Development
Agreement shall be governed by the provisions of Section 4-406, CDC. Minor
revisions to such plans may be approved by the Community Development
Coordinator. Other revisions not specified as minor shall require an amendment to
this Development Agreement.
The Planning and Development Department is recommending approval of this
Development Agreement for the allocation of up to 93 units from the Hotel Density
Reserve under Beach by Design.
In response to questions, Planner Mark Parry said staff has not received any comments
from the public regarding the proposal.
Applicant Representative Katie Cole reviewed the request.
Councilmember Jay Polglaze moved to approve a Development Agreement between
Marquesas, LLC (property owner) and the City of Clearwater, providing for the
allocation of 93 units from the Hotel Density Reserve under Beach by Design and
authorize the appropriate officials to execute same. The motion was duly seconded and
carried unanimously.
Resolution 14-05 was presented and read by title only. Vice Mayor Paul Gibson moved
to Adopt Resolution 14-05. The motion was duly seconded and upon roll call, the vote
was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
8. Second Readings - Public Hearing
8.1 Adopt Ordinance 8512-14 on second reading, amending the future land use plan
element of the Comprehensive Plan of the city to change the land use
designation for certain real property whose post office address are 18820,
18830, 18840, 18850, and 18860 US Highway 19N., Clearwater, Florida from
Residential/Office General (R/OG) to Commercial General (CG) and
Draft
Attachment number 1 \nPage 11 of 17
Item # 4
Council 2/20/2014 12
Residential/Office/Retail (R/O/R).
Ordinance 8512-14 was presented and read by title only. Councilmember Bill Jonson
moved to adopt Ordinance 8512-14 on second and final reading. The motion was duly
seconded and upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
8.2
Adopt Ordinance 8513-14 on second reading, amending the Zoning Atlas of the
city by rezoning certain real property whose post office address are 18820,
18830, 18840, 18850, and 18860 US Highway 19N., Clearwater, Florida from
Office (O) to Commercial (C).
Ordinance 8513-14 was presented and read by title only. Councilmember Doreen
Hock-DiPolito moved to adopt Ordinance 8513-14 on second and final reading. The
motion was duly seconded and upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
8.3
Adopt Ordinance 8514-14 on second reading, amending the future land use plan
element of the Comprehensive Plan of the city to change the land use
designation for certain real property whose post office address is 2650 Sabal
Springs Drive from Recreation/Open Space (R/OS) to Institutional (I).
Ordinance 8514-14 was presented and read by title only. Councilmember Jay E.
Polglaze moved to adopt Ordinance 8514-14 on second and final reading. The motion
was duly seconded and upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
8.4 Adopt Ordinance 8515-14 on second reading, amending the Zoning Atlas of the
city by rezoning certain real property whose post office address is 2650 Sabal
Draft
Attachment number 1 \nPage 12 of 17
Item # 4
Council 2/20/2014 13
Springs Drive from Open Space/Recreation (OS/R) to Institutional (I).
Ordinance 8515-14 was presented and read by title only. Vice Mayor Paul Gibson
moved to adopt Ordinance 8515-14 on second and final reading. The motion was duly
seconded and upon roll call, the vote was:
"Ayes": Mayor George N. Cretekos, Vice Mayor Paul Gibson, Councilmember
Doreen Hock-DiPolito, Councilmember Bill Jonson, Councilmember Jay E.
Polglaze
"Nays": None
8.5
Deny: Second Reading of Ordinance 8535-14, approving MarineMax, Inc. for an
exemption from certain ad valorem taxation.
As reported at the February 18, 2014 work session, the Applicant has withdrawn
their application after completing their budget analysis. The Applicant is still
committed to relocating their corporate offices to 2600 McCormick Drive in
Clearwater, Florida.
The City Attorney said that the Applicant has withdrawn their application and adoption of
Ordinance 8535-14 is no longer needed.
Ordinance 8535-14 was presented and read by title only.
Councilmember Bill Jonson moved to deny second reading of Ordinance 8535-14 since
the Applicant has withdrawn the request. The motion was duly seconded and carried
unanimously.
City Manager Reports
9.
Consent Agenda – Approved as submitted.
9.1
Approve the first renewal of a Purchase Order, in the amount of $350,000, with
Heath Consultants, Inc., to provide natural gas line locating services, and
authorize the appropriate officials to execute same. (consent)
9.2
Approve a Service Agreement with Florida Gas Transmission for the
transportation of natural gas supply under Rate Schedule FTS-2, and authorize
the appropriate officials to execute same. (consent)
9.3 Approve Event Agreement (Agreement) between the City and CBS Radio
Draft
Attachment number 1 \nPage 13 of 17
Item # 4
Council 2/20/2014 14
Stations, Inc. (CBS Radio) to use Coachman Park on March 8, 2014 to produce,
organize and coordinate an outdoor concert event know as Wild Splash and
authorize the appropriate officials to execute same. (consent)
9.4
Declare a 2005 Sterling L7501 VacCon (G3019) surplus to the needs of the City
and be used for trade in value to purchase a new Aquatech Sewer
Cleaner/Vacuum Unit to maintain the sewer lines within Clearwater. (consent)
9.5
Approve Cooperative Funding Agreement between the Southwest Florida Water
Management District (SWFWMD) and the City of Clearwater for construction and
construction inspection of Smallwood Circle Stormwater Improvements (N395) in
the amount of $750,000 and authorize the appropriate officials to execute same.
(consent)
9.6
Approve the First Amendment to Revocable License Agreement between the
City of Clearwater and Salt Block 57, LLC, for the exclusive use of City Parking
Lot 32; and authorize the appropriate officials to execute same. (consent)
9.7
Approve Change Order 1 to David Nelson Construction Co., Inc. of Palm Harbor,
Florida for the Hillcrest/Brookhill Neighborhood Traffic Calming and Stormwater
Improvements project (10-0002-EN and 10-0005-EN) in amount of $618,029.02,
for a new contract total of $3,178,865.38; approve a time extension of 90 days
for completion of additional storm improvements; and authorize the appropriate
officials to execute same. (consent)
9.8
Reappoint Judith B. Powers and Neale A. Stralow to the Public Art and Design
Board with terms to expire February 28, 2018. (consent)
9.9
Accept withdrawal of the Business Maintenance and Continued Performance
Agreement with MarineMax, Inc., which establishes certain conditions including
capital investment, new job creation, minimum annual average wage thresholds
for new employees, and other considerations as required by the City’s
enactment authority and reflected in Ordinance 8535-14, and authorize the
appropriate officials to execute same. (consent)
Councilmember Doreen Hock-DiPolito moved to approve the Consent Agenda as
submitted and authorize the appropriate officials to execute same. The motion was duly
seconded and carried unanimously.
10. Other Items on City Manager Reports
10.1 Approve the Strategic Direction Action Plan and authorize transfer of funds in the
Draft
Attachment number 1 \nPage 14 of 17
Item # 4
Council 2/20/2014 15
amount of $250,000 from General Fund Reserves to establish a Strategic
Direction Action Plan Project and provide for an Urban Land Institute Technical
Assistance Panel, Citywide Branding, Citizens Survey and related
implementation activities.
In 2013, City Council established a Strategic Direction, providing a Mission and
Vision along with supporting Goals and Objectives, as derived from input from
stakeholders and a community analysis.
Implementation of the Strategic Direction requires both, defined, proactive
actions as well as on-going planning and resource commitments. The Action
Plan outlines new strategic actions that are recommended for purposes of
beginning the implementation process with activities that require outside
consultants and surveys. These actions are necessary to fulfill the identified
objectives for creating an economic identity and promoting a Clearwater brand as
well as fostering community engagement to understand citizen values for
services and performance.
The balance in General Fund reserves is approximately $19.9 million, or 17.3%
of the 2013/14 General Fund operating budget. Inclusive of the $1.4 million used
to fund the current operating budget, a total of $2,450,215 of General Fund
reserves had been used to date to fund expenditures in the 2013/14 operating
budget.
In response to questions, Public Communications Director Joelle Castelli said when
staff contacted a branding company regarding community branding, it was suggested
that the process include questions before and after the branding rollout. The branding
process will take twelve months to complete. Assistant City Manager Jill Silverboard
said the branding process is an in-depth grassroots engagement that will involve
citizens and businesses. The citizen survey will focus on city services, such as once-a-
week garbage pickup, and will provide data that staff may compare to previous surveys.
The citizen survey results are needed for the performance measurement initiative.
In response to a concern, Ms. Castelli said staff could discuss the possibility of cross
tabulating the citizen survey responses with the neighborhood they represent.
Planning and Development Director Michael Delk said the ULI study could start in a few
months, if supported by Council. No matter the result of the November referendum on
the Greenlight Pinellas Plan, Pinellas County has chosen a detailed transit plan for the
future. ULI is capable of conducting the study prior to the referendum and understand
the impact to the Downtown area if passed. Ms. Silverboard said the scope of the study
has not been defined; staff anticipates it will include the Downtown core or the
Community Redevelopment Agency boundaries. ULI typically looks beyond the study
Draft
Attachment number 1 \nPage 15 of 17
Item # 4
Council 2/20/2014 16
areas. Ms. Silverboard said Council would determine the scope of the study and
participate in the study process.
Councilmember Doreen Hock-DiPolito moved to approve the Strategic Direction Action
Plan and authorize transfer of funds in the amount of $250,000 from General Fund
Reserves to establish a Strategic Direction Action Plan Project and provide for an Urban
Land Institute Technical Assistance Panel, Citywide Branding, Citizens Survey and
related implementation activities. The motion was duly seconded and carried
unanimously.
10.2
Appoint two members to the Community Development Board with terms to expire
February 28, 2018.
The City Clerk said John Funk, currently serving as the alternate member, called after
the work session and requested that his application also be considered.
In response to questions, the City Clerk said membership qualifications are established
by city ordinance and shall include members qualified and experienced in the fields of
architecture, planning, landscape architecture, engineering, construction, planning, and
land use law and real estate. Mr. Boutzoukas is a board certified real estate attorney.
The alternate member is an active board member who attends all meetings and
participates in board discussions. The alternate member participates in the voting
process when a board member is absent or has declared a voting conflict.
Councilmember Doreen Hock-DiPolito moved to appoint Michael Boutzoukas and Kurt
Hinrichs to the Community Development Board with terms to expire February 28, 2018.
The motion was duly seconded and carried unanimously.
Miscellaneous Reports and Items
11. City Manager Verbal Reports
– None.
12.
Closing Comments by Mayor
Mayor George Cretekos reviewed recent and upcoming events, and wished the Phillies
a great Spring Training.
13.
Adjourn
The meeting adjourned at 8:04 p.m.
Draft
Attachment number 1 \nPage 16 of 17
Item # 4
Council 2/20/2014 17
Mayor
City of Clearwater
Attest
City Clerk
Draft
Attachment number 1 \nPage 17 of 17
Item # 4
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve the Release and Termination of restrictions upon certain privately owned land executed by Bay Park Center, Inc., located in
the NE 1/4 of the SE 1/4, Section 19-29-16, known as 18820 U.S. Highway 19, which were originally accepted by the Clearwater
City Commission on July 5, 1973, and authorize the appropriate officials to execute same.
SUMMARY:
As an apparent condition to approval for the development of certain real property, Bay Park Center entered into those certain
restrictions dated June 27, 1973 and recorded in the official records of Pinellas County at O.R. Book 4051, page 1874 (Restrictions).
The City accepted the Restrictions at a public hearing on July 5, 1973 and thereafter recorded the Restrictions.
The Owner has applied for and received a land use plan amendment for the Property rendering the Restrictions in conflict with the
future land use category, and the Owner and City have determined the Restrictions are no longer necessary to protect the Property.
Paragraph 3 of the Restrictions requires written consent of the City, after a public hearing on the subject, for any exception, variation
or termination of the Restrictions. The Owner is requesting a Release and Termination of the Restrictions and staff recommends
approval.
Type:Other
Current Year Budget?:None Budget Adjustment:None
Budget Adjustment Comments:
Current Year Cost:Annual Operating Cost:
Not to Exceed:Total Cost:
For Fiscal Year: to
Review Approval:
Cover Memo
Item # 5
RELEASE AND TERMINATION OF RESTRICTIONS
THIS RELEASE AND TERMINATION OF RESTRICTIONS (the “Release”) is made
on February __, 2014, by BAY PARK EXECUTIVE CENTER, LLC, a Florida limited liability
company, as successor in interest in Bay Park Center, Inc., a Florida corporation (“Owner”) and
the CITY OF CLEARWATER, a municipal corporation (“City”).
RECITALS
WHEREAS, as an apparent condition to approval for the development of the real
property described on Exhibit A attached hereto and incorporated by this reference (the
“Property”), Bay Park Center entered into those certain restrictions dated June 27, 1973 and
recorded in the official records of Pinellas County at O.R. Book 4051, page 1874 (the
“Restrictions”);
WHEREAS, the City accepted the Restrictions at a public hearing on July 5, 1973 and
thereafter recorded the Restrictions;
WHEREAS, the Owner has applied for and received a land use plan amendment for the
Property rendering the Restrictions in conflict with the future land use category;
WHEREAS, the Owner and City have determined the Restrictions are no longer
necessary to protect the Property;
WHEREAS, paragraph 3 of the Restrictions requires written consent of the City, after a
public hearing on the subject, for any exception, variant or termination of the Restrictions;
WHEREAS, the City Council held a duly noticed public hearing on February 20, 2014, at
which it approved by motion the release and termination of the Restrictions;
NOW, THEREFORE, in consideration of the recitals set forth above, which are
incorporated herein by this reference, Ten Dollars ($10.00) in hand paid, and for other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Owner
hereby releases the Property described in Exhibit “A” attached hereto and made a part hereof
(together with all buildings and improvements located thereon), from all terms, conditions,
agreements and covenants contained in the Restrictions, including, without limitation, the use
restriction contained in Paragraph 2. The City hereby affirms and agrees that: (a) no provision,
term, covenant or condition in said Restriction remains in effect as of the date hereof; and (b) the
City claims no right, title or interest of any kind or nature in said Property or the improvements
Attachment number 1 \nPage 1 of 5
Item # 5
- 2 -
located thereon. This Release is executed in favor of the Owner and may be relied on by the
Owner and any successor to the Owner in title to the Property.
THIS RELEASE has been executed as of the above-written date by the Owner and the
City.
[Remainder of Page Intentionally Blank]
Attachment number 1 \nPage 2 of 5
Item # 5
- 3 -
(SIGNATURE PAGE TO RELEASE AND TERMINATION OF RESTRICTION)
IN WITNESS WHEREOF, Holder has executed this Agreement on the day and year first
above written.
Witnesses:
Print Name:
Print Name:
OWNER: BAY PARK EXECUTIVE
CENTER, LLC, a Florida limited liability
company
By:
Print Name:
Title:
Executed: , 2014
STATE OF FLORIDA
COUNTY OF _________________
The foregoing instrument was acknowledged before me on _______________ 2014, by
__________________, as Manager of Bay Park Executive Center, LLC, a Florida limited
liability company, on behalf of such entity. Such person is personally known to me or has
produced a valid driver’s license as identification.
NOTARY PUBLIC – STATE OF FLORIDA
My Commission Expires:
Attachment number 1 \nPage 3 of 5
Item # 5
- 4 -
(SIGNATURE PAGE TO RELEASE AND TERMINATION OF RESTRICTION)
CONSENT TO RELEASE
CITY OF CLEARWATER, FLORIDA
By:
William B. Horne II,
City Manager
Approved as to Form: Attest:
___________________________ __________________________________
Leslie K. Dougall-Sides Rosemarie Call, City Clerk
Assistant City Attorney
Countersigned:
__________________________________
George N. Cretekos, Mayor
Attachment number 1 \nPage 4 of 5
Item # 5
5163230v1
EXHIBIT A
Legal Description
Attachment number 1 \nPage 5 of 5
Item # 5
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Adopt Ordinance 8533-14 on second reading, amending the future land use plan element of the Comprehensive Plan of the city to
change the land use designation for certain real property whose post office addres is 2730 Curlew Road, from Residential Urban
(RU) to Residential Low Medium (RLM).
SUMMARY:
Review Approval:
Cover Memo
Item # 6
Ordinance No.8533 -14
ORDINANCE NO. 8533-14
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE FUTURE LAND USE PLAN
ELEMENT OF THE COMPREHENSIVE PLAN OF THE
CITY, TO CHANGE THE LAND USE DESIGNATION FOR
CERTAIN REAL PROPERTY LOCATED ON THE SOUTH
SIDE OF CURLEW ROAD, APPROXIMATELY 2010 FEET
WEST OF COUNTRYSIDE BOULEVARD, CONSISTING
OF METES & BOUNDS TRACT 31/03 IN SECTION 17,
TOWNSHIP 28 S, RANGE 16 E, WHOSE POST OFFICE
ADDRESS IS 2730 CURLEW ROAD, CLEARWATER,
FLORIDA 33761 FROM RESIDENTIAL URBAN (RU), TO
RESIDENTIAL LOW MEDIUM (RLM); PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the amendment to the future land use plan element of the
comprehensive plan of the City as set forth in this ordinance is found to be reasonable,
proper and appropriate, and is consistent with the City’s comprehensive plan; now,
therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section 1. The future land use plan element of the comprehensive plan of the
City of Clearwater is amended by designating the land use category for the hereinafter
described property as follows:
Property Land Use Category
See Exhibit A From: Residential Urban (RU)
(LUP2013-11008) To: Residential Low Medium (RLM)
The map attached as Exhibit B is hereby incorporated by reference.
Section 2. The City Council does hereby certify that this ordinance is consistent
with the City’s comprehensive plan.
Section 3. This ordinance shall take effect immediately upon adoption, subject
to the approval of the land use designation by the Pinellas County Board of County
Commissioners, and subject to a determination by the State of Florida, as appropriate,
of compliance with the applicable requirements of the Local Government
Comprehensive Planning and Land Development Regulation Act, pursuant to
§ 163.3189, Florida Statutes. The Community Development Coordinator is authorized
to transmit to the Pinellas Planning Council an application to amend the Countywide
Plan in order to achieve consistency with the Future Land Use Plan Element of the
City’s Comprehensive Plan as amended by this ordinance.
Attachment number 1 \nPage 1 of 2
Item # 6
Ordinance No.8533 -14
PASSED ON FIRST READING _____________________
PASSED ON SECOND AND FINAL _____________________
READING AND ADOPTED
___________________________
George N. Cretekos
Mayor
Approved as to form: Attest:
____________________________ ___________________________
Leslie K. Dougall-Sides Rosemarie Call
Assistant City Attorney City Clerk
Attachment number 1 \nPage 2 of 2
Item # 6
Exhibit A Ordinance No. 8533-14
COMMENCE AT THE CENTER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS
COUNTY, FLORIDA THENCE RUN S. 0°32’12” E., ALONG THE EAST LINE OF THE NE ¼ OF THE NE ¼
OF THE SW ¼ OF SAID SECTION 17, FOR 50.00 FEET; THENCE N. 89°48’32” W., ALONG THE
SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 586 FOR 769.73 FEET; THENCE CONTINUE
ALONG SAID RIGHT-OF-WAY LINE N. 89°48’32” W., FOR 125.47 FEET; THENCE S. 0°11'28" W
FOR 10.00 FEET, THENCE N. 89°48'32" W. FOR 39.00 FEET FOR A POINT OF BEGINNING;
THENCE FROM THIS POINT OF BEGINNING, CONTINUE N. 89°48'32" W. FOR 60.92 FEET;
THENCE ALONG A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 1969.83 FEET,
CENTRAL ANGLE = 00°23’35" FOR AN ARC DISTANCE OF 13.52 FEET, SAID ARC BEING
SUBTENDED BY A CHORD OF N. 89°36'44" W FOR 13.52 FEET: THENCE S 0°28'44" E FOR 430.08
FEET: THENCE S. 89°48'32" E FOR 239.02 FEET; THENCE N.0°28'44" W. FOR 98.00 FEET; THENCE
N. 68°49'00" W. FOR 89.31 FEET; THENCE N. 0°28'44" W. FOR 110.34 FEET; THENCE N.
73°00'00" W. FOR 101.14 FEET; THENCE N. 0°28'44" W. FOR 121.00 FEET,·THENCE N. 45°11'28"
E. FOR 20.42 FEET, THENCE N. 0°11'28" E. FOR 25.00 FEET TO THE POINT OF BEGINNING.
Attachment number 2 \nPage 1 of 1
Item # 6
Exhibit B
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FUTURE LAND USE MAP
Owners: Bennett Retirement Communities, LLC Case: LUP2013-11008
Site: 2730 Curlew Road Property
Size(Acres): 1.394
Land Use Zoning
PIN: 17-28-16-00000-310-0300
From :
To:
RU MDR
RLM MDR Atlas Page: 178A
RLM
Attachment number 3 \nPage 1 of 1
Item # 6
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Adopt Ordinance 8537-14 on second reading, annexing certain real property whose post office addresses are 1238 Palm Street,
1215 Palm Street, 1349 Union Street, 1329 State Street and 1230 Aloha Lane into the corporate limits of the city and redefining the
boundary lines of the city to include said addition.
SUMMARY:
Review Approval:
Cover Memo
Item # 7
Ordinance No. 8537-14
ORDINANCE NO. 8537-14
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
ANNEXING CERTAIN REAL PROPERTY LOCATED GENERALLY EAST
OF DOUGLAS AVENUE AND WEST OF KINGS HIGHWAY, NORTH OF
SUNSET POINT ROAD AND SOUTH OF UNION STREET, CONSISTING
OF PORTIONS OF SECTION 05 TOWNSHIP 29 N, RANGE 15 E,
WHOSE POST OFFICE ADDRESSES ARE 1238 PALM STREET, 1215
PALM STREET, 1349 UNION STREET, 1329 STATE STREET, 1230
ALOHA LANE, ALL IN CLEARWATER, FLORIDA 33755 , INTO THE
CORPORATE LIMITS OF THE CITY, AND REDEFINING THE
BOUNDARY LINES OF THE CITY TO INCLUDE SAID ADDITION;
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the owners of the real property described herein and depicted on the
maps attached hereto as Exhibit B, C and D have petitioned the City of Clearwater to
annex the properties into the City pursuant to Section 171.044, Florida Statutes, and the
City has complied with all applicable requirements of Florida law in connection with this
ordinance; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The following-described properties are hereby annexed into the City of
Clearwater and the boundary lines of the City are redefined accordingly:
See attached legal descriptions, Exhibit A.
(ANX2014-12034)
The maps attached as Exhibit B, C and D are hereby incorporated by reference.
Section 2. The provisions of this ordinance are found and determined to be
consistent with the City of Clearwater Comprehensive Plan. The City Council hereby
accepts the dedication of all easements, parks, rights-of-way and other dedications to the
public, which have heretofore been made by plat, deed or user within the annexed
property. The City Engineer, the City Clerk and the Planning and Development Director
are directed to include and show the property described herein upon the official maps and
records of the City.
Section 3. This ordinance shall take effect immediately upon adoption. The City
Clerk shall file certified copies of this ordinance, including the map attached hereto, with
the Clerk of the Circuit Court and with the County Administrator of Pinellas County, Florida,
within 7 days after adoption, and shall file a certified copy with the Florida Department of
State within 30 days after adoption.
PASSED ON FIRST READING
Attachment number 1 \nPage 1 of 2
Item # 7
2 Ordinance No. 8537-14
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Leslie K. Dougall-Sides
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Attachment number 1 \nPage 2 of 2
Item # 7
Exhibit A
LEGAL DESCRIPTIONS
ANX2013-12034
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-15840-001-0290 Block A, Lot 29 1238 Palm Street
2. 03-29-15-15840-002-0100 Block B, East 50feet of Lot 10 & West 20feet of Lot 11 1215 Palm Street
All the above in CLEARDUN subdivision, as recorded in PLAT BOOK 13, PAGE 47, of the Public Records of Pinellas
County, Florida.
=========================================================================================
No. Parcel ID Legal Description Address
3. 03-29-15-12060-004-0010 Block D, Lot 1 1349 Union Street
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 12, PAGE 59, of the Public Records of Pinellas
County, Florida;
=========================================================================================
No. Parcel ID Legal Description Address
4. 03-29-15-49986-000-0040 North 150feet of Lot 4 1329 State Street
The above in LANGE’S REPLAT OF BROWN’S subdivision, as recorded in PLAT BOOK 24, PAGE 74, of the Public
Records of Pinellas County, Florida.
=========================================================================================
No. Parcel ID Legal Description Address
5. 03-29-15-87912-003-0080 Block 3, Lot 8 1230 Aloha Lane
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
=========================================================================================
Attachment number 2 \nPage 1 of 1
Item # 7
Exhibit B
Proposed Annexation Map 1 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN:
03-29-15-15840-001-0290
03-29-15-15840-002-0100
From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
50
60
66
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Attachment number 3 \nPage 1 of 1
Item # 7
Exhibit C
Proposed Annexation Map 2 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN: 03-29-15-12060-004-0010 From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
33
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Attachment number 4 \nPage 1 of 1
Item # 7
Exhibit D
Proposed Annexation Map 3 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN:
03-29-15-49986-000-0040
03-29-15-87912-003-0080
From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
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Attachment number 5 \nPage 1 of 1
Item # 7
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Adopt Ordinance 8538-14 on second reading, amending the future land use plan element of the Comprehensive Plan of the city to
designate the land use for certain real property whose post office addresses are 1238 Palm Street, 1215 Palm Street, 1349 Union
Street, 1329 State Street and 1230 Aloha Lane, upon annexation into the City of Clearwater, as Residential Urban (RU).
SUMMARY:
Review Approval:
Cover Memo
Item # 8
Ordinance No.8538 -14
ORDINANCE NO. 8538-14
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE FUTURE LAND USE PLAN ELEMENT OF THE
COMPREHENSIVE PLAN OF THE CITY, TO DESIGNATE THE
LAND USE FOR CERTAIN REAL PROPERTY LOCATED
GENERALLY EAST OF DOUGLAS AVENUE AND WEST OF
KINGS HIGHWAY, NORTH OF SUNSET POINT ROAD AND
SOUTH OF UNION STREET, CONSISTING OF PORTIONS OF
SECTION 05 TOWNSHIP 29 N, RANGE 15 E, WHOSE POST
OFFICE ADDRESSES ARE 1238 PALM STREET, 1215 PALM
STREET, 1349 UNION STREET, 1329 STATE STREET, 1230
ALOHA LANE, ALL IN CLEARWATER, FLORIDA 33755 , UPON
ANNEXATION INTO THE CITY OF CLEARWATER, AS
RESIDENTIAL URBAN (RU); PROVIDING AN EFFECTIVE DATE.
WHEREAS, the amendment to the future land use plan element of the comprehensive plan
of the City as set forth in this ordinance is found to be reasonable, proper and appropriate, and is
consistent with the City's comprehensive plan; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The future land use plan element of the comprehensive plan of the City of
Clearwater is amended by designating the land use category for the hereinafter described
properties, upon annexation into the City of Clearwater, as follows:
Property Land Use Category
See attached Legal Descriptions Exhibit A Residential Urban
(RU)
(ANX2013-12034)
The maps attached as Exhibits B, C and D are hereby incorporated by reference.
Section 2. The City Council does hereby certify that this ordinance is consistent with
the City’s comprehensive plan.
Section 3. This ordinance shall take effect immediately upon adoption, contingent upon
and subject to the adoption of Ordinance No. 8537-14.
PASSED ON FIRST READING _____________________
PASSED ON SECOND AND FINAL _____________________
READING AND ADOPTED
__________________________
George N. Cretekos
Mayor
Approved as to form: Attest:
__________________________ __________________________
Leslie K. Dougall-Sides Rosemarie Call
Assistant City Attorney City Clerk
Attachment number 1 \nPage 1 of 1
Item # 8
Exhibit A
LEGAL DESCRIPTIONS
ANX2013-12034
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-15840-001-0290 Block A, Lot 29 1238 Palm Street
2. 03-29-15-15840-002-0100 Block B, East 50feet of Lot 10 & West 20feet of Lot 11 1215 Palm Street
All the above in CLEARDUN subdivision, as recorded in PLAT BOOK 13, PAGE 47, of the Public Records of Pinellas
County, Florida.
=========================================================================================
No. Parcel ID Legal Description Address
3. 03-29-15-12060-004-0010 Block D, Lot 1 1349 Union Street
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 12, PAGE 59, of the Public Records of Pinellas
County, Florida;
=========================================================================================
No. Parcel ID Legal Description Address
4. 03-29-15-49986-000-0040 North 150feet of Lot 4 1329 State Street
The above in LANGE’S REPLAT OF BROWN’S subdivision, as recorded in PLAT BOOK 24, PAGE 74, of the Public
Records of Pinellas County, Florida.
=========================================================================================
No. Parcel ID Legal Description Address
5. 03-29-15-87912-003-0080 Block 3, Lot 8 1230 Aloha Lane
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
=========================================================================================
Attachment number 2 \nPage 1 of 1
Item # 8
Exhibit B
Future Land Use Map 1 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN:
03-29-15-15840-001-0290
03-29-15-15840-002-0100
From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
50
50
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Attachment number 3 \nPage 1 of 1
Item # 8
Exhibit C
Future Land Use Map 2 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN: 03-29-15-12060-004-0010 From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
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Attachment number 4 \nPage 1 of 1
Item # 8
Exhibit D
Future Land Use Map 3 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN:
03-29-15-49986-000-0040
03-29-15-87912-003-0080
From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
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Attachment number 5 \nPage 1 of 1
Item # 8
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Adopt Ordinance 8539-14 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post
office addresses are 1238 Palm Street, 1215 Palm Street, 1349 Union Street, 1329 State Street and 1230 Aloha Lane, upon
annexation into the City of Clearwater, as Low Medium Density Residential (LMDR).
SUMMARY:
Review Approval:
Cover Memo
Item # 9
2 Ordinance No. 8539-14
ORDINANCE NO. 8539-14
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED
GENERALLY EAST OF DOUGLAS AVENUE AND WEST
OF KINGS HIGHWAY, NORTH OF SUNSET POINT ROAD
AND SOUTH OF UNION STREET, CONSISTING OF
PORTIONS OF SECTION 05 TOWNSHIP 29 N, RANGE 15
E, WHOSE POST OFFICE ADDRESSES ARE 1238 PALM
STREET, 1215 PALM STREET, 1349 UNION STREET,
1329 STATE STREET, 1230 ALOHA LANE, ALL IN
CLEARWATER, FLORIDA 33755, UPON ANNEXATION
INTO THE CITY OF CLEARWATER, AS LOW MEDIUM
DENSITY RESIDENTIAL (LMDR); PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the assignment of a zoning district classification as set forth in this
ordinance is found to be reasonable, proper and appropriate, and is consistent with the
City's comprehensive plan; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section 1. The following described properties located in Pinellas County, Florida,
are hereby zoned as indicated upon annexation into the City of Clearwater, and the
zoning atlas of the City is amended, as follows:
Property Zoning District
See attached Legal Description Exhibit A Low Medium Density
Residential (LMDR)
(ANX2013-12034)
The maps attached as Exhibits B, C and D are hereby incorporated by reference.
Section 2. The City Engineer is directed to revise the zoning atlas of the City in
accordance with the foregoing amendment.
Section 3. This ordinance shall take effect immediately upon adoption, contingent
upon and subject to the adoption of Ordinance No. 8537-14.
PASSED ON FIRST READING ___________________________
PASSED ON SECOND AND FINAL ___________________________
READING AND ADOPTED
_______________________________
George N. Cretekos
Mayor
Attachment number 1 \nPage 1 of 2
Item # 9
2 Ordinance No. 8539-14
Approved as to form: Attest:
__________________________ ______________________________
Leslie K. Dougall-Sides Rosemarie Call
Assistant City Attorney City Clerk
Attachment number 1 \nPage 2 of 2
Item # 9
Exhibit A
LEGAL DESCRIPTIONS
ANX2013-12034
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-15840-001-0290 Block A, Lot 29 1238 Palm Street
2. 03-29-15-15840-002-0100 Block B, East 50feet of Lot 10 & West 20feet of Lot 11 1215 Palm Street
All the above in CLEARDUN subdivision, as recorded in PLAT BOOK 13, PAGE 47, of the Public Records of Pinellas
County, Florida.
=========================================================================================
No. Parcel ID Legal Description Address
3. 03-29-15-12060-004-0010 Block D, Lot 1 1349 Union Street
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 12, PAGE 59, of the Public Records of Pinellas
County, Florida;
=========================================================================================
No. Parcel ID Legal Description Address
4. 03-29-15-49986-000-0040 North 150feet of Lot 4 1329 State Street
The above in LANGE’S REPLAT OF BROWN’S subdivision, as recorded in PLAT BOOK 24, PAGE 74, of the Public
Records of Pinellas County, Florida.
=========================================================================================
No. Parcel ID Legal Description Address
5. 03-29-15-87912-003-0080 Block 3, Lot 8 1230 Aloha Lane
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
=========================================================================================
Attachment number 2 \nPage 1 of 1
Item # 9
Exhibit B
Zoning Map 1 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN:
03-29-15-15840-001-0290
03-29-15-15840-002-0100 From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
60
66
60
60
60
60
60
60
60
60
60
60
60
60
60
15840 46998
80388
47
4
3
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A
B
C
A
BD E
1
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9 10 11 12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233343536
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2324252627282930313233343536
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13
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23
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Attachment number 3 \nPage 1 of 1
Item # 9
Exhibit C
Zoning Map 2 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN: 03-29-15-12060-004-0010 From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
33
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*SEE PLAT FOR DIMENSIONS
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Attachment number 4 \nPage 1 of 1
Item # 9
Exhibit D
Zoning Map 3 of 3
Owner MULTIPLE OWNERS Case: ANX2013-12034
Site:
Idlewild Septic-to-Sewer Project Area: Five lots south of
Union Street, east of Douglas Avenue, north of Sunset
Point Road (SR 576), and west of Kings Highway
Total Property Size
(Acres): 0.927 acres
Land Use Zoning
PIN:
03-29-15-49986-000-0040
03-29-15-87912-003-0080 From:
To:
RU (County) R-4 (County)
RU (City) LMDR (City) Atlas Page: 251B
LAKE
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1937
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Attachment number 5 \nPage 1 of 1
Item # 9
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve the Business Maintenance and Continued Performance Agreement with Instrument Transformers, Inc., which establishes
certain conditions including capital investment, new job creation, annual average wage thresholds for new employees, and other
considerations as required by the City’s Economic Development Ad Valorem Tax Exemption enactment authority, and authorize
appropriate officials to execute same. (consent)
SUMMARY:
On December 19, 2013, City Council approved for Instrument Transformers, Inc. (ITI) Ordinance 8524-13 providing
Economic Development Ad Valorem Tax Exemption (ED AVTE) of 75% for a period of 10 years. The ED AVTE applies
to the increase in real and tangible personal property taxes that will result from ITI’s expansion at their facility located
at 1907 Calumet St in Clearwater (also known as 1925 Calumet Street, Clearwater).
All businesses approved for ED AVTE must execute a Business Maintenance and Continued Performance Agreement,
which establishes the performance criteria in effect during the term of the exemption (10 yrs).
The Agreement outlines the conditions and terms for Instrument Transformers, Inc. and includes performance
measures of job creation, wage verification and evidence of capital investment including purchases or leases of
machinery and equipment and construction of the expanded facility. The Company is also required to submit an annual
report for staff verification of maintenance and performance requirements and includes conditions for Council
revocation should the Company fail to meet the obligations of the agreement, which include the following:
Tangible Personal Property and Real Property Capital Investment:
· The company will purchase or lease approximately $20.6 million in machinery and equipment
· The budget for construction of +/- 212,000 sq. ft. is approximately $25.4 million
Job Creation and Wages:
· The company will create at least 143 new jobs, that together, will pay an annual average wage of at least $42,000,
which is at least 100% of the Pinellas County Average Annual Wage as published by Enterprise Florida, Inc. on
January 1, 2013
Sales Factor:
· The Company is to certify annually that greater than 50% of the company’s goods are sold outside of the Tampa-
St. Petersburg-Clearwater MSA.
The agreement terminates in 2023.
Review Approval:
Cover Memo
Item # 10
Attachment number 1 \nPage 1 of 8
Item # 10
Attachment number 1 \nPage 2 of 8
Item # 10
Attachment number 1 \nPage 3 of 8
Item # 10
Attachment number 1 \nPage 4 of 8
Item # 10
Attachment number 1 \nPage 5 of 8
Item # 10
Attachment number 1 \nPage 6 of 8
Item # 10
Attachment number 1 \nPage 7 of 8
Item # 10
Attachment number 1 \nPage 8 of 8
Item # 10
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve an agreement with Instrument Transformers, Inc. to provide certain economic incentives as an inducement to encourage the
company to invest approximately $46 million in new construction, machinery and equipment for the expansion in Clearwater
resulting in the creation of 263 new manufacturing jobs and approximately 212,000 sq. ft. of new construction creating a GE
Manufacturing Center of Excellence, and authorize the appropriate officials to execute same. (consent)
SUMMARY:
In November 2011, the City of Clearwater approved a citywide Economic Development Strategic Plan that calls for the
use of incentives and other tools to encourage desired development.
On August 14, 2013, City Council approved Resolution 13-18 providing commitment of QTI Local Match for Project
Banner ($42,900). (Project Banner is the alias name given to the project in accordance with Florida Statutes, s.288.075,
regarding request for confidentiality). On the same date, the City Council approved Resolution 13-21 providing
authorization for the Economic Development and Housing Director to negotiate possible incentives including tax refunds
and exemptions, and cash and non-cash incentives as an inducement to expand Project Banner’s operations in the City
of Clearwater. Subsequent to the Director’s transmittal of the City’s proposed incentives and the Company’s acceptance
of the same, the Council approved for Instrument Transformers, Inc., the following: Economic Development Ad Valorem
Tax Exemption (12/19/2013; estimated value of $1,486,141); Public Service Utility Tax Exemption (12/19/2013; estimated
value $186,400).
This agreement provides for cash reimbursement and non-cash commitments to the project as follows:
Cash
Reimbursement of Fees (Not to exceed $262,500)
Reimbursement of necessary, required and reasonable fees, charges, and surcharges, which may include, but are not
limited to Application, Permit, Impact, Inspection, Reinspection, Utility, Special, Amendment, Examination, Service,
Connection, or other fees, charges and surcharges paid to the City of Clearwater during the development review, site
planning and construction, and building planning and construction phases up to and including the issuance of a
Certificate of Occupancy by the City of Clearwater.
Reimbursement of fees identified above are to be made after the Certificate of Occupancy is issued and copies of all paid
receipts are received by the Director of the Economic Development and Housing Department.
Non-Cash
Fast-Track Permitting ($9,000 Value)
The City of Clearwater will provide fast-track permitting assistance to ensure prompt and timely response to permit
review.
Cover Memo
Item # 11
Gas Main/Service Line Extension and Meter Installation ($2,500 Value)
Clearwater Gas System (CGS) will extend natural gas piping/facilities and install a meter at no charge to the customer.
Any gas piping installed beyond the outlet of CGS’s meter shall be paid for and owned by the customer. In addition, all
pipe installation services beyond the meter shall be performed by a licensed natural gas contractor and will be the
customer’s responsibility to maintain such gas pipe.
Road Improvements ($1,000 Value)
In order to address the potential need for a northbound to westbound left turn lane on Hercules Avenue at Calumet
Street, the City will install approximately 1,600 lineal feet of double-yellow center line and a traditional striped island
between Calumet Street on the north end and a point 800 lineal feet to the south which will effectively create a 120 lineal
foot northbound left turn lane which will accommodate six to eight vehicles. Such road improvements are based upon the
recommendations made by RAYSOR Transportation Consulting, LLC., Traffic Study dated July 8, 2013, and revised
September 12, 2013.
The agreement terminates when the company has completed construction, received its Certificate of Occupancy and the
City has met the terms of the agreement which is estimated to be by December 31, 2015.
Source of Funding
Funding for this item will be provided by a mid-year budget amendment allocating General Fund reserves in the amount
of $262,500 to 181-99744, Economic Development Incentives. This amount is for the reimbursement of fees for this
project. The balance in General Fund reserves is approximately $19.8 million, or 17.3% of the 2013/14 General Fund
operating budget. Inclusive of the $1.4 million used to fund the current operating budget, a total of $2,460,415 of General
Fund reserves has been used to date to fund expenditures in the 2013/14 operating budget.
Appropriation Code Amount Appropriation Comment
181-99744 262,500 from General Fund Reserves
Review Approval:
Cover Memo
Item # 11
EXHIBIT A
Instrument Transformers, Inc., A General Electric Company
fka Project Banner
COMPANY OVERVIEW
I. Instrument Transformers, Inc, (ITI) is a subsidiary of the General Electric Company. The business
currently manufactures instrument transformers for use by utilities and industrial customers to
protect their equipment and ensure the safe and reliable operation of electrical systems. These
products include current and voltage transformers, test switches, control switches, lockout relays,
three phase voltage monitors, ground fault detection systems, and power control components. GE’s
expansion of the ITI facility in Clearwater will accommodate the manufacturing of additional
instrument transformers and capacitors. This equipment is currently manufactured at other GE
facilities outside of Florida.
PROPOSED PROJECTi
II. The company plans to invest $47.3 million in the proposed expansion
a. $20.6 million in manufacturing machinery & equipment
b. $25.4 million in new construction
i. 212,000 SF new construction
ii. 15,000SF demolition of existing facility
iii. 197,000 SF net new construction
c. $1.3 million in land acquisition of property adjacent to the current facility
III. The Community Development Board approved the proposed site plan with conditions on October
15, 2013. [CASE # FLD2013-04017]
i All figures related to capital investment and square footage are approximate.
Attachment number 1 \nPage 1 of 1
Item # 11
G-188
PROJECT BANNER
TRAFFIC STUDY
Prepared For:
Long & Associates, Inc.
4525 South Manhattan Avenue
Tampa, Florida 33611
Prepared By:
RAYSOR Transportation Consulting, LLC.
19046 Bruce B. Downs Boulevard, Suite 308
Tampa, Florida 33647
(813) 625-1699 | (813) 413-7432 fx
ENB No. 27789
September 12, 2013
Revision No. 1
Attachment number 2 \nPage 1 of 79
Item # 11
PROFESSIONAL ENGINEERING CERTIFICATE
I hereby certify that I am a registered professional engineer in the State of Florida, practicing
with Raysor Transportation Consulting, LLC., a corporation authorized to operate as an
engineering business (ENB No. 27789), by the State of Florida Department of Professional
Regulation, Board of Professional Engineers, and I have prepared or approved the evaluation,
findings, opinions, conclusions, or technical advice hereby reported for:
PROJECT: G-188 Project Banner
LOCATION: Clearwater, Florida
REPORT DATE: September 12, 2013 (Revision No. 1)
PREPARED FOR: Long & Associates, Inc.
I acknowledge that the procedures and references used to develop the results contained in this
report are standard to the professional practice of transportation engineering as applied
through professional judgment and experience.
NAME:
P.E. NO.:
DATE:
SIGNATURE:
Attachment number 2 \nPage 2 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - i - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
G-188 PROJECT BANNER
TRAFFIC STUDY
CONTENTS
SECTION 1.0 Introduction ................................................................................................................. 1
SECTION 2.0 Project Site Trip Generation ......................................................................................... 1
SECTION 3.0 Project Site Trip Distribution ........................................................................................ 3
SECTION 4.0 Study Area .................................................................................................................... 3
SECTION 5.0 Traffic Volumes ............................................................................................................ 8
SECTION 6.0 Analysis Scenarios ........................................................................................................ 8
SECTION 7.0 Intersection Analysis .................................................................................................... 8
SECTION 8.0 Roadway Segment Analysis .......................................................................................... 17
SECTION 9.0 Site Access Analysis ...................................................................................................... 17
SECTION 10.0 Conclusion .................................................................................................................. 18
TABLES
TABLE 1.0 Trip Generation Summary ............................................................................................... 3
TABLE 2.0 Intersection Analysis Summary ........................................................................................ 15
TABLE 3.0 Roadway Segment Analysis .............................................................................................. 17
FIGURES
FIGURE 1.0 Project Site Location ...................................................................................................... 2
FIGURE 2.0 Project Traffic Distribution & Assignment (AM Peak Hour) ........................................... 4
FIGURE 3.0 Project Traffic Distribution & Assignment (PM Peak Hour) ........................................... 6
FIGURE 4.0 Traffic Volumes - Existing ............................................................................................... 9
FIGURE 5.0 Traffic Volumes - Background ........................................................................................ 11
FIGURE 6.0 Traffic Volumes - Total (with Current Project Entitlements) .......................................... 13
APPENDICES
APPENDIX A: Methodology APPENDIX E: Intersection Analysis
APPENDIX B: Trip Generation APPENDIX F Segment Analysis
APPENDIX C: Traffic Count Data APPENDIX G: Turn Lane Warrants
APPENDIX D: Historical Growth Trend
Attachment number 2 \nPage 3 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 1 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
G-188 PROJECT BANNER
TRAFFIC STUDY
SECTION 1.0 INTRODUCTION
This report documents a traffic study to evaluate the proposed expansion of the GE site located at 1925
Calumet Street. The project site is located on the west side of Hercules Avenue, generally between Calumet
Street (to the north) and the rail line to the south, at 1925 Calumet Street, in the City of Clearwater, Florida
(refer to Figure 1.0). The project site currently consists of 196,572 square feet of manufacturing facilities,
and is proposed to be expanded by 179,931 square feet to a total of 376,503 square feet of manufacturing
facilities. Access to the site is currently provided via Calumet Street and two direct connections to Hercules
Avenue, as discussed below. Upon expansion, these connections are proposed to remain, whereas the
southern direct connection to Hercules Avenue will be improved.
• The site access connection via Calumet Street will provide for both project ingress and egress.
• The central project driveway currently provides for truck traffic (egress only), and is not anticipated
to accommodate additional traffic during AM and PM peak periods upon site expansion. It is noted
that this driveway is covered by an ingress/egress easement and its use is shared with adjacent
property owners.
• The southern project driveway will provide for project egress only; however, it is noted that this
driveway is covered by an ingress/egress easement and its use is shared with adjacent property
owners.
The analysis documented herein was prepared in accordance with methodology discussions held with City
staff, as agreed to at a meeting that occurred on May 29, 2013, and memorialized in a methodology
statement, as provided in Appendix A; whereas the resulting analysis was subsequently revised on
September 12, 2013 to reflect revisions to the project's square footage.
SECTION 2.0 PROJECT SITE TRIP GENERATION
The daily and peak hour trip generation of the project site was estimated using trip characteristic data in
accordance with Trip Generation (Institute of Transportation Engineers [ITE], 9th edition, 2012), as
summarized in Table 1.0 and further documented in Appendix B. The project site is currently estimated to
generate 742 daily trips, with 134 trips during the AM peak hour and 137 trips during the PM peak hour.
Upon expansion, the project site is estimated to generate 1,440 daily trips, with 283 trips during the AM peak
hour and 278 trips during the PM peak hour. The resulting differential increase in project traffic generation
that is estimated to occur as a result of the proposed site expansion is identified as 698 additional daily trips,
with 149 additional trips during the AM peak hour and 141 additional trips during the PM peak hour.
Attachment number 2 \nPage 4 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 2 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
FIGURE 1.0 PROJECT SITE LOCATION
NORTH
PROJECT SITE LOCATION
Attachment number 2 \nPage 5 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 3 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
TotalInboundOutboundTotalInboundOutbound
Existing
Development 196,572 sf742134104301374889
Total Development
Upon Expansion 376,503 sf1,44028322162278100178
Differential179,931 sf698149117321415289
PM Peak Hour TripsAM Peak Hour Trips
Size Daily
TripsScenario
TABLE 1.0 TRIP GENERATION SUMMARY
SECTION 3.0 PROJECT SITE TRIP DISTRIBUTION
The distribution of project generated trips was estimated using engineering judgment based on existing
traffic patterns. The resulting project traffic distribution and assignment is illustrated in Figures 2.0 and 3.0,
including the reassignment of existing project generated traffic that is anticipated to result from
improvements to, and restriction at, the southern site access connection (i.e., the connection will be
improved to increase the utilization of this driveway for project egress, and will be restricted to eliminate
project ingress at this location).
SECTION 4.0 STUDY AREA
The study area was determined in conjunction with City staff, as those roadway segments and intersections
which are anticipated to have the most potential for project impacts, and includes the following:
Roadway Segments
Hercules Avenue from Drew Street to Sunset Point Road
Intersections
Hercules Avenue at Sunset Point Road
Hercules Avenue at Calumet Street (West)
Hercules Avenue at Calumet Street (East)
Hercules Avenue at Site Access Connection (central)
Hercules Avenue at Site Access Connection (south)
Hercules Avenue at Drew Street
Attachment number 2 \nPage 6 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 4 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
5 3 7
0 12 0
0
0
18
0
0
23
NORTHNTS
65 5
53
0
10
6
0 59
0 5
0
0
0 53
0 5
6
10
0 18 0
3 5 7
12
0
0
23
0
0
58 1
5 1 12
0Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
15%20%
10%
15%
10%20%
45%
45%
He
r
c
u
l
e
s
A
v
e
n
u
e
10%
FIGURE 2.1 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (AM PEAK HOUR - NEW PROJECT TRAFFIC)
Attachment number 2 \nPage 7 of 79
Item # 11
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Traffic Study (Revision No. 1) September 12, 2013
0 0 0
0 0 0
0
0
0
0
0
0
+2 +6
+2
-2
-6
-10
0 +9
0 -1
1
0
0
-2 +2
-2 -9
+7
+9
0 0 0
0 0 0
0
0
0
0
0
0
+8 +1
-1
1
-1 0
0Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 2.2 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (AM PEAK HOUR - REDISTRIBUTION OF EXISTING TRAFFIC)
Attachment number 2 \nPage 8 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 6 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
13 9 18
0 5 0
0
0
8
0
0
10
29 13
23
0
27
18
0 40
0 13
0
0
0 23
0 13
17
27
0 8 0
9 13 18
5
0
0
10
0
0
36 4
13
5 6
0Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
15%20%
10%
15%
10%20%
45%
45%
He
r
c
u
l
e
s
A
v
e
n
u
e
10%
NORTHNTS
FIGURE 3.1 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (PM PEAK HOUR - NEW PROJECT TRAFFIC)
Attachment number 2 \nPage 9 of 79
Item # 11
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G-188 Project Banner - 7 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
0 0 0
0 0 0
0
0
0
0
0
0
+1
+1
3
0 0
-13
-32
0
+1
9
0 -2
7
0
0
-1 +1
0 -2
7
+18
+27
0 0 0
0 0 0
0
0
0
0
0
0
+1
4 +5
-2
7
-5 0
0Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 3.2 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (PM PEAK HOUR - REDISTRIBUTION OF EXISTING TRAFFIC)
Attachment number 2 \nPage 10 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 8 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
SECTION 5.0 TRAFFIC VOLUMES
Existing traffic volumes were identified from manual intersection turning movement counts performed in
June 2013 during AM and PM peak periods, and were subsequently adjusted to reflect peak season
conditions using FDOT seasonal factors. Traffic count data is provided in Appendix C.
Background traffic conditions (for the 2014/2015 buildout year) for study area roads and intersections were
identified to be equivalent to existing traffic volumes (i.e., zero growth). This determination was made based
on an evaluation of historical traffic volumes in the vicinity of the project site, where it was found that traffic
volumes have either decreased or remained stable since 2008, as shown in Appendix D. Project generated
traffic (differential) was added to the background traffic volumes to estimate future year total traffic. Figures
4.0 through 6.0 illustrate the traffic volumes used in this analysis.
SECTION 6.0 ANALYSIS SCENARIOS
Two scenarios were evaluated for AM & PM peak hour conditions as follows: (1) existing 2013 traffic
conditions (which are the same as 2015 background conditions), and (2) future 2015 total traffic conditions.
The peak hours analyzed were identified as the peak traffic hours for the subject project site, as follows: AM
peak hour from 7:30 am to 8:30 am, and PM peak hour from 3:00 pm to 4:00 pm.
SECTION 7.0 INTERSECTION ANALYSIS
Operational analyses of the study area intersections were undertaken for each of the two analysis scenarios
using Highway Capacity Manual methods calculated by Synchro software, in consideration of existing signal
timings. Table 2.0 summarizes the intersection analysis, as further documented in Appendix E. The results
of the analysis indicate that all study area intersections currently operate acceptably, and are anticipated to
continue to operate acceptably for future conditions, in consideration of both existing and proposed project
development quantities. Furthermore, the impacts of the subject project were found to be negligible to the
operation of the study intersections in terms of level-of-service, delays, and capacity utilization.
Attachment number 2 \nPage 11 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 9 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
99
12
7
11
7
84 49
9
21
9
61
705
265
59
603
178
49
33
5
57 80
7
16
14
0
41
4
1 78
1
0
1
2
41
0
2 78
0
4
1
25
27
0 64
19
5
35
7
14
4
171
816
42
70
964
90
34
9 66
75
8
63 35
24Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 4.1 2013 EXISTING TRAFFIC VOLUMES (AM PEAK HOUR)
Attachment number 2 \nPage 12 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 10 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
21
8
31
0
29
9
74 19
8
12
1
68
657
149
130
746
135
52
61
3
48 39
8
82
99
2
62
8
0 47
9
0
5
1
62
9
0 48
4
1
0
38
28
1 65
15
1
24
0
16
6
173
1003
36
94
954
89
59
5 33
45
1
46 70
29Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 4.2 2013 EXISTING TRAFFIC VOLUMES (PM PEAK HOUR)
Attachment number 2 \nPage 13 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 11 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
99
12
7
11
7
84 49
9
21
9
61
705
265
59
603
178
49
33
5
57 80
7
16
14
0
41
4
1 78
1
0
1
2
41
0
2 78
0
4
1
25
27
0 64
19
5
35
7
14
4
171
816
42
70
964
90
34
9 66
75
8
63 35
24Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 5.1 2015 BACKGROUND TRAFFIC VOLUMES (AM PEAK HOUR)
Attachment number 2 \nPage 14 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 12 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
21
8
31
0
29
9
74 19
8
12
1
68
657
149
130
746
135
52
61
3
48 39
8
82
99
2
62
8
0 47
9
0
5
1
62
9
0 48
4
1
0
38
28
1 65
15
1
24
0
16
6
173
1003
36
94
954
89
59
5 33
45
1
46 70
29Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 5.2 2015 BACKGROUND TRAFFIC VOLUMES (PM PEAK HOUR)
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Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 13 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
10
4
13
0
12
4
84 51
1
21
9
61
705
283
59
603
201
11
6
34
6
11
2
80
5
20
10
0
48
2
1 77
5
0
1
0
46
5
0 77
6
17
20
25
28
8 64
19
8
36
2
15
1
183
816
42
93
964
90
41
5 68
75
2
63 47
24Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 6.1 2015 TOTAL TRAFFIC VOLUMES (AM PEAK HOUR)
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Item # 11
RAYSOR Transportation Consulting
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Traffic Study (Revision No. 1) September 12, 2013
23
1
31
9
31
7
74 20
3
12
1
68
657
157
130
746
145
82
63
9
71 39
8
96
85
2
68
7
0 46
5
0
5
0
65
3
0 47
0
36
54
38
28
9 65
16
0
25
3
18
4
178
1003
36
104
954
89
64
5 42
43
7
46 76
29Project
Site
Sunset Point Road
Calumet Street West
Central Project Driveway
Calumet Street East
Southern Project Driveway
Drew Street
He
r
c
u
l
e
s
A
v
e
n
u
e
NORTHNTS
FIGURE 6.2 2015 TOTAL TRAFFIC VOLUMES (PM PEAK HOUR)
Attachment number 2 \nPage 17 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 15 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
LOSD
Delay42.3 sec
V/C0.64
LOSD
Delay44.6 sec
V/C0.53
LOS
Delay
V/C
LOS
Delay
V/C
LOSA
Delay6.0 sec
V/C0.35
LOSA
Delay5.5 sec
V/C0.26
LOS
Delay
V/C
LOS
Delay
V/C
LOS
Delay
V/C
LOS
Delay
V/C
LOSD
Delay39.8 sec
V/C0.87
LOSD
Delay35.4 sec
V/C0.82
Not Applicable
Max LOS @ "C"
Not Applicable
Max LOS @ "C"
Hercules
Avenue
at
Central
Project
Driveway
AM Not Applicable
Max LOS @ "B"
PM Not Applicable
Max LOS @ "A"
Not Applicable
Max LOS @ "C"
Not Applicable
Max LOS @ "C"NoNo
NoNo
NoNo
NoNo
NoNo
NoNo
NoNo
NoNo
NoNo
NoNo
NoNo
Location Peak
Hour
NoNo
Overall
Intersection
Movements with
V/C > 1.00 DeficientMetric
Hercules
Avenue
at
Drew Street
AM
PM
PM
Hercules
Avenue
at
Sunset
Point
Road
PM
AM
Hercules
Avenue
at
Calumet
Street
(East)
PM
Hercules
Avenue
at
Calumet
Street
(West)
AM
PM
AM
Hercules
Avenue
at
Southern
Project
Driveway
AM
TABLE 2.1 INTERSECTION ANALYSIS SUMMARY (2013 EXISTING / 2015 BACKGROUND TRAFFIC CONDITIONS)
Attachment number 2 \nPage 18 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 16 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
LOSD
Delay43.3 sec
V/C0.65
LOSD
Delay45.5 sec
V/C0.54
LOS
Delay
V/C
LOS
Delay
V/C
LOSA
Delay6.4 sec
V/C0.35
LOSA
Delay5.6 sec
V/C0.28
LOS
Delay
V/C
LOS
Delay
V/C
LOS
Delay
V/C
LOS
Delay
V/C
LOSD
Delay41.4 sec
V/C0.90
LOSD
Delay36.4 sec
V/C0.86
Deficient
AM
PM
AM
NoNo
NoNo
NoNoNot Applicable
Max LOS @ "D"
Location Peak
Hour Metric Overall
Intersection
Movements with
V/C > 1.00
Hercules
Avenue
at
Sunset
Point
Road
Hercules
Avenue
at
Calumet
Street
(West)
AM
PM
PM
AM
PM
AM
PM
Hercules
Avenue
at
Calumet
Street
(East)
Hercules
Avenue
at
Central
Project
Driveway
Hercules
Avenue
at
Drew Street
Hercules
Avenue
at
Southern
Project
Driveway
AM
PM
No
NoNo
NoNo
No
NoNo
NoNo
NoNo
No
No
Not Applicable
Max LOS @ "D"
Not Applicable
Max LOS @ "B"
Not Applicable
Max LOS @ "A"
No
Not Applicable
Max LOS @ "C"No
Not Applicable
Max LOS @ "C"No
No
TABLE 2.2 INTERSECTION ANALYSIS SUMMARY (2015 TOTAL TRAFFIC CONDITIONS)
Attachment number 2 \nPage 19 of 79
Item # 11
RAYSOR Transportation Consulting
G-188 Project Banner - 17 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
Existing (2013) /
Background (2015)
Traffic
Future (2018)
Total Traffic
NBBB
SBBB
NBCC
SBBB
D
Hercules Ave
Drew Road to
Sunset Point Road
AM
PM
LOS
Std.
Scenario
Roadway Segment Peak
Hour Direction
SECTION 8.0 ROADWAY SEGMENT ANALYSIS
Operational analyses of the study area roadway segment were undertaken for each of the two analysis
scenarios using Highway Capacity Manual methods calculated by Synchro software. Table 3.0 summarizes
the roadway segment analysis, as further documented in Appendix F. The results of the analysis indicate that
the study area roadway segment currently operates acceptably, and is anticipated to continue to operate
acceptably for future conditions in consideration of the proposed project site expansion. Furthermore, the
impacts of the subject project were found to be negligible to the operation of the study roadway segments in
terms of level-of-service and travel speeds.
TABLE 3.0 ROADWAY SEGMENT ANALYSIS SUMMARY
SECTION 9.0 SITE ACCESS ANALYSIS
Access to the site is currently provided via Calumet Street and two direct connections to Hercules Avenue, as
discussed below. Upon expansion, these connections are proposed to remain, whereas the southern direct
connection to Hercules Avenue will be improved.
• The site access connection via Calumet Street will provide for both project ingress and egress.
• The central project driveway currently provides for truck traffic (egress only), and is not anticipated
to accommodate additional traffic during AM and PM peak periods upon site expansion. It is noted
that this driveway is covered by an ingress/egress easement and its use is shared with adjacent
property owners.
• The southern project driveway will provide for project egress only; however, it is noted that this
driveway is covered by an ingress/egress easement and its use is shared with adjacent property
owners.
Pursuant to Section 7.0 of this report, all study intersections including the site driveway connections were
found to operate acceptably. Based on the traffic volume estimates documented herein, an evaluation of
site access turn lane warrants identified the potential need for a northbound-to-westbound left-turn lane on
Hercules Avenue at Calumet Street (West), as documented in Appendix G. Therefore, subsequent discussions
will be held with City staff to determine the need and feasibility of implementing a left-turn lane at this
location.
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G-188 Project Banner - 18 - Project No. 267010
Traffic Study (Revision No. 1) September 12, 2013
SECTION 10.0 CONCLUSION
Based on the data, analyses and findings contained herein, the following is concluded in consideration of the
proposed 179,931 square foot expansion of the GE site located at 1925 Calumet Street.
Acceptable operating conditions are anticipated for roadway segments and intersections
surrounding the project site in consideration of existing and future traffic conditions.
The impacts of the proposed project site expansion were found to be negligible to the operation of
the surrounding intersections in terms of level-of-service, delays, and capacity utilization.
The impacts of the proposed project site expansion were found to be negligible to the operation of
the surrounding roadway segments in terms of level-of-service and travel speeds.
An evaluation of site access turn lane warrants identified the potential need for a northbound-to-
westbound left-turn lane on Hercules Avenue at Calumet Street (West); therefore, subsequent
discussions will be held with City staff to determine the need and feasibility of implementing a left-
turn lane at this location.
Attachment number 2 \nPage 21 of 79
Item # 11
APPENDIX A
Methodology
Attachment number 2 \nPage 22 of 79
Item # 11
RAYSOR Transportation Consulting TECHNICAL MEMORANDUM
19046 Bruce B. Downs Blvd, Suite 308 Tampa, FL 33647 (813) 625-1699 (813) 413-7432fx
Trip
Eq.Trips Trip
Eq.TripsEnterExit Trip
Eq.TripsEnterExit
Existing140Manufacturing204,053sf 3.88(X)
-20.70 772 0.83(X)
-29.52 14010931 0.78(X)
-15.97 1435192
Proposed140Manufacturing349,664sf 3.88(X)
-20.70 1,336 0.83(X)
-29.52 26120457 0.78(X)
-15.97 25793164
145,611sf--564--1219526--1144272Increase
Scenario Land Use
Description Size
WeekdayPM Peak HourAM Peak Hour
ITE
LUC
TO: City of Clearwater VIA E-MAIL
FROM: Michael D. Raysor, P.E., PTOE
RAYSOR Transportation Consulting, LLC.
DATE: May 28, 2013
SUBJECT: Traffic Analysis Methodology
GE Site - 1925 Calumet Street
This memorandum documents the proposed methodology for performing a traffic study to evaluate the
proposed expansion of the GE site located at 1925 Calumet Street.
Project Description
The project site is located on the west side of Hercules Avenue, generally between Calument Street (to the
north) and the rail line to the south, at 1925 Calumet Street, in the City of Clearwater, Florida. The project
site currently consists of 204,053 square feet of manufacturing facilities, and is proposed to be expanded to a
total of 349,664 square feet of manufacturing facilities. Access to the site is currently provided via Calumet
Street and two direct connections to Hercules Avenue. Upon expansion, these connections are proposed to
remain, whereas the southern direct connection to Hercules Avenue will be improved.
Project Site Trip Generation
The daily and peak hour trip generation of the project site was estimated based on trip characteristic data, as
identified in Trip Generation (Institute of Transportation Engineers [ITE], 9th edition, 2012), as summarized in
the table below.
TRIP GENERATION SUMMARY
Trip Distribution
The distribution of project generated trips will be estimated based on existing traffic patterns as determined
by the traffic counts to be collected at existing site driveways. For off-site locations, the distribution will be
estimated based on engineering judgment.
APPENDIX A - 1 of 3
Attachment number 2 \nPage 23 of 79
Item # 11
RAYSOR Transportation Consulting
19046 Bruce B. Downs Blvd, Suite 308 Tampa, FL 33647 (813) 625-1699 (813) 413-7432fx
PAGE2of 2
Study Area
The study area is proposed to consist of the following roadway segments and intersections, noting that the
trips estimated to be generated by the subject expansion consume less than 5% of the service volume of the
adjacent segment of Hercules Avenue:
Roadway Segments
Hercules Avenue from Drew Street to Sunset Point Road
Intersections
Hercules Avenue at Sunset Point Road
Hercules Avenue at Calumet Street (West)
Hercules Avenue at Calumet Street (East)
Hercules Avenue at Drew Street
Hercules Avenue at Site Access Connections
Analysis Scenarios
Three scenarios will be evaluated for AM & PM peak hour conditions as follows: (1) existing traffic conditions,
(2) future (buildout year) background traffic conditions, and (3) future (buildout year) total traffic conditions.
Traffic Volumes
Existing traffic volumes to be used in the study will be obtained from intersection turning movement counts
to be performed in June/July 2013 during peak hour conditions (7am to 9am & 4pm to 6pm) at the study
intersections. The traffic volumes obtained from these counts will be adjusted using FDOT peak season
factors. Roadway segment volumes will be calculated from the counted intersection volumes.
Background traffic conditions (buildout year conditions) for study area roads and intersections will be
estimated through the application of a growth rate to existing traffic volumes. A minimum 1% per year
growth rate is typically used for traffic studies within the City; however, it was found that traffic volumes
within the study area have consistently decreased since 2008 (refer to Attachment "A"). Thus, background
traffic conditions for the study are proposed to be calculated based on zero growth. Project traffic estimated
to be generated by the subject expansion will be added to the background traffic volumes to estimate future
year total traffic conditions.
Analysis Methods
Intersection analyses will be undertaken using Synchro software in consideration of existing signal timings. If
signal timing revisions are identified to be necessary to obtain acceptable operating conditions, this will be
documented in the traffic study report. Roadway segment analyses will be undertaken using the results of
the intersection (Synchro) analyses.
Study Findings
The results of the analyses will be evaluated to identify existing and future operating conditions including
deficiencies, and to identify and evaluate potential impacts associated with the subject project.
Documentation
A report documenting the methodologies, data, analysis, and findings of the traffic study will be prepared.
The report will be signed and sealed by a Florida registered professional engineer.
APPENDIX A - 2 of 3
Attachment number 2 \nPage 24 of 79
Item # 11
GE Site - 1925 Calumet Street
Study Area Growth Rate Evaluation
Roadway Segment AADT Type2011201020092008 Growth
Rate
Count Value13,80614,07915,02915,816
Linear Trend13,63614,33415,03215,730
AADT SOURCE: Pinellas County MPO
Hercules Avenue
Drew Street to Sunset Point Road -4.40%
RAYSOR Transportation Consulting
ATTACHMENT "A"
ATTACHMENT A - 1 of 1
APPENDIX A - 3 of 3
Attachment number 2 \nPage 25 of 79
Item # 11
APPENDIX B
Trip Generation
Attachment number 2 \nPage 26 of 79
Item # 11
GE Site - Clearwater
Trip Generation Estimate
Trip
Eq.Trips Trip
Eq.TripsEnterExit Trip
Eq.TripsEnterExit
Existing140Manufacturing196,572sf 3.88(X)
-20.70 742 0.83(X)
-29.52 13410430 0.78(X)
-15.97 1374889
Proposed140Manufacturing376,503sf 3.88(X)
-20.70 1,440 0.83(X)
-29.52 28322162 0.78(X)
-15.97 278100178
179,931sf--698--14911732--1415289
PM Peak HourAM Peak Hour
ITE
LUC
Increase
Scenario Land Use
Description Size
Weekday
RAYSOR Transportation Consulting
APPENDIX B - 1 of 1
Attachment number 2 \nPage 27 of 79
Item # 11
APPENDIX C
Traffic Count Data
Attachment number 2 \nPage 28 of 79
Item # 11
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 6/12/2013 3:11 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Hercules Ave -- Drew St QC JOB #:10975801
CITY/STATE:Clearwater, FL DATE:Wed, Jun 05 2013
15-Min Count
Period
Beginning At
N Hercules Ave
(Northbound)
N Hercules Ave
(Southbound)
Drew St
(Eastbound)
Drew St
(Westbound)
TotalHourly
Totals
LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*
7:00 AM24010032545120122614670111139601486
7:15 AM5467022367200123817360023180911613
7:30 AM76580322853809431541211242141601703
7:45 AM772140332953701452228002224115038172619
8:00 AM1691105358542062817010011219618016902823
8:15 AM949140247724308442248002625812108173027
8:30 AM8361308256445013482176001921615107343058
8:45 AM3701006233430010572126001425516027482989
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightUR*LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*
All Vehicles28288560121283801480418088832008896460012 3268
Heavy Trucks404 122028 8124 0408 140
Pedestrians 0 0 0 4 4
Bicycles000 000 010 000 1
Railroad
Stopped Buses
Comments:
R* = RTOR
Peak-Hour: 7:45 AM -- 8:45 AM
Peak 15-Min: 7:45 AM -- 8:00 AM
2522670
139316195
165
833
33 81
911
64
321
650
1031
1056
455
428
1044
1131
0.94
16.01.31.4
10.82.812.3
7.3
2.9
3.0 0.0
4.2
10.9
2.5
7.4
3.6
4.3
4.8
2.3
3.8
5.8
0
1
2 6
000
000
0
1
0 0
0
0
NA
NA
NA NA
NA
NA
NA NA
APPENDIX C - 1 of 12
Attachment number 2 \nPage 29 of 79
Item # 11
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 6/12/2013 3:11 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Hercules Ave -- Drew St QC JOB #:10975802
CITY/STATE:Clearwater, FL DATE:Tue, Jun 04 2013
15-Min Count
Period
Beginning At
N Hercules Ave
(Northbound)
N Hercules Ave
(Southbound)
Drew St
(Eastbound)
Drew St
(Westbound)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
3:00 PM135415046563903822710121220251766
3:15 PM67719029492404426413018202182765
3:30 PM4621404875560432317024229241818
3:45 PM137213034462303622441152492227543103
4:00 PM136116026552902520130161972606683005
4:15 PM8619037562404922980151871516992939
4:30 PM106218048805102825030192221618082929
4:45 PM149514035563403127171102141818012976
5:00 PM128230031915004227433172431318923200
5:15 PM1511328029582704328090182421808803381
5:30 PM99925028573303829341172101208263399
5:45 PM69921027533005023330121791917333331
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles48328120012436420001681096121268972524 3568
Heavy Trucks084 848 8160 0200 76
Pedestrians 4 8 8 8 28
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:45 PM -- 5:45 PM
Peak 15-Min: 5:00 PM -- 5:15 PM
5038997
123262144
159
1118
23 64
909
61
536
529
1300
1034
604
347
1340
1108
0.95
0.01.52.1
6.51.52.8
4.4
2.1
0.0 0.0
1.8
3.3
1.5
3.0
2.4
1.7
2.5
1.2
2.5
1.8
6
9
4 7
000
000
0
0
0 0
1
0
NA
NA
NA NA
NA
NA
NA NA
APPENDIX C - 2 of 12
Attachment number 2 \nPage 30 of 79
Item # 11
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 6/12/2013 3:11 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Hercules Ave -- Sunset Point Rd QC JOB #:10975803
CITY/STATE:Clearwater, FL DATE:Wed, Jun 05 2013
15-Min Count
Period
Beginning At
N Hercules Ave
(Northbound)
N Hercules Ave
(Southbound)
Sunset Point Rd
(Eastbound)
Sunset Point Rd
(Westbound)
TotalHourly
Totals
LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*
7:00 AM2011708427713031011930291799803478
7:15 AM21241021046908101313026312281261502567
7:30 AM17231216481241302914731333331421214661
7:45 AM1629801258146150110140341354915912017262432
8:00 AM2637202224911920061319029229431299047492703
8:15 AM3031111195182161615188455144213913017102846
8:30 AM193563264492210211149363122213125056422827
8:45 AM3733132204256140108160394155314422046762777
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightUR*LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*
All Vehicles104148808881964768002452760116811617251636016 2996
Heavy Trucks81224 8244 8320 8240 152
Pedestrians 4 0 8 0 12
Bicycles000 000 010 000 1
Railroad
Stopped Buses
Comments:
R* = RTOR
Peak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 8:00 AM -- 8:15 AM
93120110
20747179
58
665
250 168
569
56
323
757
973
793
224
892
982
748
0.95
12.99.213.6
1.92.56.3
8.6
3.6
2.0 4.2
3.9
5.4
11.8
2.8
3.5
4.0
8.5
2.7
4.4
5.2
2
0
6 1
000
000
0
3
0 0
1
0
NA
NA
NA NA
NA
NA
NA NA
APPENDIX C - 3 of 12
Attachment number 2 \nPage 31 of 79
Item # 11
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 6/12/2013 3:11 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Hercules Ave -- Sunset Point Rd QC JOB #:10975804
CITY/STATE:Clearwater, FL DATE:Tue, Jun 04 2013
15-Min Count
Period
Beginning At
N Hercules Ave
(Northbound)
N Hercules Ave
(Southbound)
Sunset Point Rd
(Eastbound)
Sunset Point Rd
(Westbound)
TotalHourly
Totals
LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*
3:00 PM50732933729459061013310330351953503735
3:15 PM39501504539451315717415219271803003709
3:30 PM50874323814401016181882556371782503776
3:45 PM6182411342957171414125215152815122027102930
4:00 PM50702212719358171315032262017423146652860
4:15 PM397322238234812021216126363118024017032854
4:30 PM60115484321745112611155266102318527067892867
4:45 PM647038028242811251619726453116026047392896
5:00 PM103133521372636112715143176102719427088553086
5:15 PM5812157223334310091017821452322432018543237
5:30 PM721083814519308071318214543321426078263274
5:45 PM598824139242515031012014183417640056863221
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightUR*LeftThruRightUR*LeftThruRightUR*LeftThruRightUR*
All Vehicles41253220841481041444482860572682440108776108032 3420
Heavy Trucks1680 0160 0120 0160 68
Pedestrians 0 0 4 0 4
Bicycles000 002 010 000 3
Railroad
Stopped Buses
Comments:
R* = RTOR
Peak-Hour: 4:45 PM -- 5:45 PM
Peak 15-Min: 5:00 PM -- 5:15 PM
301432318
10613768
73
700
102 114
792
131
1051
311
875
1037
621
357
1120
1176
0.96
2.72.10.9
0.05.82.9
0.0
1.7
2.0 1.8
1.3
0.0
1.9
3.2
1.6
1.2
1.4
3.4
1.3
1.7
0
2
1 3
000
002
0
1
0 0
1
0
NA
NA
NA NA
NA
NA
NA NA
APPENDIX C - 4 of 12
Attachment number 2 \nPage 32 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at Calumet Street (West)
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
7:00 AM15101011600000404443069169
7:15 AM9129013800000567631034205
7:30 AM111920203000006112732035281
7:45 AM191890208000007319921045305
Total5461106650000023042272701623960
8:00 AM142060220000009239570512327
8:15 AM1017401840000090121023036292
8:30 AM101470157000008569180311259
8:45 AM1112801390000097510270714255
Total456550700000003642639025018431133
Peak Hour Volume (peak hour of project traffic)
7:30 AM547610815000003164636213015281205
Peak Hour, Peak Season Volume (PSCF: 1.06)
7:30 AM578070864000003354938414016301278
Peak Hour Factor:0.92
HlA
Start
Time
Hercules Avenue N/A Hercules Avenue Inter-
section
Total
From North From East From South From West
Calumet Street
Hercules Avenue
N 0
0
0
N/A
Calumet Street
16
0
14
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume1100110000014115002228
Percent2%1%0%1%0%0%0%0%0%4%2%4%0%0%13%7%2%
Total
57 80
7
0
From North From East From South From West
049
33
5
APPENDIX C - 5 of 12
Attachment number 2 \nPage 33 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at Calumet Street (West)
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
3:00 PM188601040000015624180801422306
3:15 PM16990115000001221313560713263
3:30 PM58609100000151415564039103349
3:45 PM610401100000014981571501732299
Total4537504200000057849627930771701217
4:00 PM10960106000001385143150621270
4:15 PM310801110000015061561001121288
4:30 PM11040105000001953198801523326
4:45 PM5780830000017841821501227292
Total193860405000006611867948044921176
5:00 PM5920970000023252371102132366
5:15 PM4900940000021162172057318
5:30 PM1920930000018951943002959346
5:45 PM471075000001792181100717273
Total1434503590000081118829530621151303
Peak Hour Volume (peak hour of project traffic)
3:00 PM4537504200000057849627930771701217
Start
Time
Hercules Avenue N/A Hercules Avenue Calumet Street Inter-
section
Total
From North From East From South From West
Peak Hour, Peak Season Volume (PSCF: 1.06)
3:00 PM4839804460000061352665990821811292
Peak Hour Factor:0.87
Hercules Avenue
N 0
0
0
N/A
Calumet Street
82
0
99
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume214016000008513403736
Percent4%4%0%4%0%0%0%0%0%1%10%2%4%0%4%4%3%
From NorthFrom EastFrom SouthFrom West
Total
0
48 39
8
0
52
61
3
APPENDIX C - 6 of 12
Attachment number 2 \nPage 34 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at Calumet Street (East)
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
7:00 AM
7:15 AM
7:30 AM018212194405917690860000289
7:45 AM0174161907051214850990000301
Total
8:00 AM01951821310061614850990000328
8:15 AM016413177120719179001070000303
8:30 AM
8:45 AM
Total
Peak Hour Volume (peak hour of project traffic)
7:30 AM071559774330235662329039100001221
Peak Hour, Peak Season Volume (PSCF: 1.06)
7:30 AM075863821350245966349041500001295
Peak Hour Factor:0.93
HlA
Start
Time
Hercules Avenue Calumet Street Hercules Avenue N/A Inter-
section
Total
From North From East From South From West
Hercules Avenue
N 35
0
24
Calumet Street
N/A
0
0
0
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume0100103047112013000030
Percent0%1%0%1%9%0%17%13%2%4%0%3%0%0%0%0%2%
From NorthFrom EastFrom SouthFrom West
Total
0
34
9 66
0 75
8
63
APPENDIX C - 7 of 12
Attachment number 2 \nPage 35 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at Calumet Street (East)
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
3:00 PM0841094210526615901650000285
3:15 PM09411105190827811601240000256
3:30 PM013713150110920614401500000320
3:45 PM011091191505201114201530000292
Total042543468660279331561059200001153
4:00 PM
4:15 PM
4:30 PM
4:45 PM
Total
5:00 PM
5:15 PM
5:30 PM
5:45 PM
Total
Peak Hour Volume (peak hour of project traffic)
3:00 PM042543468660279331561059200001153
Start
Time
Hercules Avenue Calumet Street Hercules Avenue N/A Inter-
section
Total
From North From East From South From West
Peak Hour, Peak Season Volume (PSCF: 1.06)
3:00 PM045146497700299933595062800001224
Peak Hour Factor:0.90
Hercules Avenue
N 70
0
29
Calumet Street
N/A
0
0
0
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume0135182013011011000032
Percent0%3%12%4%3%0%4%3%0%2%0%2%0%0%0%0%3%
From NorthFrom EastFrom SouthFrom West
Total
0
59
5 33
0 45
1
46
APPENDIX C - 8 of 12
Attachment number 2 \nPage 36 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at Central Project Driveway
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
7:00 AM
7:15 AM
7:30 AM1186018700000860860000273
7:45 AM0179017900000990990000278
Total
8:00 AM0201020100000990990000300
8:15 AM017101710000010701071001279
8:30 AM
8:45 AM
Total
Peak Hour Volume (peak hour of project traffic)
7:30 AM1737073800000391039110011130
Peak Hour, Peak Season Volume (PSCF: 1.06)
7:30 AM1781078200000414041410011197
Peak Hour Factor:0.94
HlA
Inter-
section
Total
From NorthFrom EastFrom SouthFrom WestStart
Time
Hercules Avenue N/A Hercules AvenueCentral Project Driveway
Hercules Avenue
N 0
0
0
N/A
Central Project Driveway
0
0
1
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume0140140000013013000027
Percent0%2%0%2%0%0%0%0%0%3%0%3%0%0%0%0%2%
Total
0
41
4
0
From North From East From South From West
1 78
1
0
APPENDIX C - 9 of 12
Attachment number 2 \nPage 37 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at Central Project Driveway
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
3:00 PM0890890000016501650000254
3:15 PM010201020000012421260000228
3:30 PM014601460000015001505005301
3:45 PM011501150000015301530000268
Total0452045200000592259450051051
4:00 PM
4:15 PM
4:30 PM
4:45 PM
Total
5:00 PM
5:15 PM
5:30 PM
5:45 PM
Total
Peak Hour Volume (peak hour of project traffic)
3:00 PM0452045200000592259450051051
Start
Time
Hercules Avenue N/A Hercules AvenueCentral Project Driveway Inter-
section
Total
From North From East From South From West
Peak Hour, Peak Season Volume (PSCF: 1.06)
3:00 PM0479047900000628263050051114
Peak Hour Factor:0.87
Hercules Avenue
N 0
0
0
N/A
Central Project Driveway
0
0
5
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume0140140000011011000025
Percent0%3%0%3%0%0%0%0%0%2%0%2%0%0%0%0%2%
From NorthFrom EastFrom SouthFrom West
Total
2
62
8
0
0 47
9
0
APPENDIX C - 10 of 12
Attachment number 2 \nPage 38 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at South Project Driveway
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
7:00 AM
7:15 AM
7:30 AM0186018600000860860000272
7:45 AM1178017900000990990000278
Total
8:00 AM0201020100000971980022301
8:15 AM117101720000010511061023281
8:30 AM
8:45 AM
Total
Peak Hour Volume (peak hour of project traffic)
7:30 AM2736073800000387238910451132
Peak Hour, Peak Season Volume (PSCF: 1.06)
7:30 AM2780078200000410241210451199
Peak Hour Factor:0.94
HlA
Start
Time
Hercules Avenue N/A Hercules AvenueSouth Project Driveway Inter-
section
Total
From North From East From South From West
Hercules Avenue
N 0
0
0
N/A
South Project Driveway
4
0
1
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume0140140000013013000027
Percent0%2%0%2%0%0%0%0%0%3%0%3%0%0%0%0%2%
From NorthFrom EastFrom SouthFrom West
Total
2
41
0
0
2 78
0
0
APPENDIX C - 11 of 12
Attachment number 2 \nPage 39 of 79
Item # 11
RAYSOR Transportation Consulting Count Location: Hercules Avenue at South Project Driveway
Intersection Count Worksheet Count Date: 06/04/13
TOTAL VEHICLES
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
3:00 PM0890890000016501650000254
3:15 PM010201020000012611270000229
3:30 PM015101510000014901490011301
3:45 PM011501150000015301530000268
Total0457045700000593159400111052
4:00 PM
4:15 PM
4:30 PM
4:45 PM
Total
5:00 PM
5:15 PM
5:30 PM
5:45 PM
Total
Peak Hour Volume (peak hour of project traffic)
3:00 PM0457045700000593159400111052
Start
Time
Hercules Avenue N/A Hercules AvenueMiddle Project Driveway Inter-
section
Total
From North From East From South From West
Peak Hour, Peak Season Volume (PSCF: 1.06)
3:00 PM0484048400000629163000111115
Peak Hour Factor:0.87
Hercules Avenue
N 0
0
0
N/A
Middle Project Driveway
1
0
0
Hercules Avenue
Peak Hour Heavy Vehicles
RightThruLeftTotalRightThruLeftTotalRightThruLeftTotalRightThruLeftTotal
Volume0140140000011011000025
Percent0%3%0%3%0%0%0%0%0%2%0%2%0%0%0%0%2%
From NorthFrom EastFrom SouthFrom West
Total
1
62
9
0
0 48
4
0
APPENDIX C - 12 of 12
Attachment number 2 \nPage 40 of 79
Item # 11
APPENDIX D
Historical Growth Trend
Attachment number 2 \nPage 41 of 79
Item # 11
GE Site - 1925 Calumet Street
Study Area Growth Rate Evaluation
Roadway Segment AADT Type20122011201020092008 Growth
Rate
Count Value1414113,80614,07915,02915,816
Linear Trend13,66014,11714,57415,03115,489
AADT SOURCE: Pinellas County MPO
Hercules Avenue
Drew Street to Sunset Point Road -3.00%
APPENDIX D - 1 of 1
Attachment number 2 \nPage 42 of 79
Item # 11
APPENDIX E
Operational Analysis
Intersections
Attachment number 2 \nPage 43 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
1: Sunset Point Road & Hercules Ave AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)61705265178603599912711721949984
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.66.46.45.66.4 6.17.87.86.17.8
Lane Util. Factor 1.000.951.000.970.95 1.000.951.001.000.95
Frt 1.001.000.851.000.99 1.001.000.851.000.98
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1656347115833367342215973312141717703415
Flt Permitted 0.951.001.000.951.00 0.251.001.000.541.00
Satd. Flow (perm)16563471158333673422 4243312141710003415
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95
Adj. Flow (vph)647422791876356210413412323152588
RTOR Reduction (vph)00157 04000102090
Lane Group Flow (vph)647421221876930104134212316040
Heavy Vehicles (%)9%4%2%4%4%5%13%9%14%2%3%6%
Turn Type ProtPermProt pm+ptPermpm+pt
Protected Phases 52 16 38 74
Permitted Phases 2 8 84
Actuated Green, G (s)9.865.765.713.669.5 37.125.225.250.932.9
Effective Green, g (s)9.865.765.713.669.5 37.125.225.250.932.9
Actuated g/C Ratio0.070.440.440.090.46 0.250.170.170.340.22
Clearance Time (s)5.66.46.45.66.4 6.17.87.86.17.8
Vehicle Extension (s)3.03.03.03.03.0 3.03.03.03.03.0
Lane Grp Cap (vph)10815206933051586 198556238440749
v/s Ratio Prot 0.04c0.21c0.06c0.20 0.040.04c0.07c0.18
v/s Ratio Perm 0.08 0.09 0.010.11
v/c Ratio 0.590.490.180.610.44 0.530.240.090.530.81
Uniform Delay, d1 68.230.125.765.727.1 45.854.152.737.855.5
Progression Factor1.001.001.001.001.00 1.000.971.151.001.00
Incremental Delay, d28.41.10.63.60.9 2.50.20.21.16.4
Delay (s)76.631.326.269.328.0 48.152.960.638.961.9
Level of Service ECCEC DDEDE
Approach Delay (s)32.6 36.7 54.2 55.6
Approach LOS C D D E
Intersection Summary
HCM Average Control Delay 42.3HCM Level of Service D
HCM Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 150.0Sum of lost time (s)32.3
Intersection Capacity Utilization 68.1%ICU Level of Service C
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 1 of 24
Attachment number 2 \nPage 44 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
3: Calumet Street (East) & Hercules Avenue AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement WBLWBRNBTNBRSBLSBT
Lane Configurations
Volume (vph)24353496663758
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.6 5.4 5.4
Lane Util. Factor 1.00 0.95 0.95
Frt 0.92 0.98 1.00
Flt Protected 0.98 1.00 1.00
Satd. Flow (prot)15263399 3563
Flt Permitted 0.98 1.00 0.88
Satd. Flow (perm)15263399 3149
Peak-hour factor, PHF0.930.930.930.930.930.93
Adj. Flow (vph)26383757168815
RTOR Reduction (vph)35011000
Lane Group Flow (vph)29043500883
Heavy Vehicles (%)17%9%4%2%0%1%
Turn Type Perm
Protected Phases 8 2 6
Permitted Phases 6
Actuated Green, G (s)5.0 59.0 59.0
Effective Green, g (s)5.0 59.0 59.0
Actuated g/C Ratio0.07 0.79 0.79
Clearance Time (s)5.6 5.4 5.4
Vehicle Extension (s)3.0 3.0 3.0
Lane Grp Cap (vph)1022674 2477
v/s Ratio Prot c0.02 0.13
v/s Ratio Perm c0.28
v/c Ratio 0.28 0.16 0.36
Uniform Delay, d1 33.3 2.0 2.4
Progression Factor1.00 1.00 2.34
Incremental Delay, d21.5 0.1 0.3
Delay (s)34.8 2.1 5.9
Level of Service C A A
Approach Delay (s)34.8 2.1 5.9
Approach LOS C A A
Intersection Summary
HCM Average Control Delay 6.0HCM Level of Service A
HCM Volume to Capacity ratio 0.35
Actuated Cycle Length (s) 75.0Sum of lost time (s)11.0
Intersection Capacity Utilization 52.4%ICU Level of Service A
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 2 of 24
Attachment number 2 \nPage 45 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
6: Drew Street & Hercules Avenue AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1718164290964702527064144357195
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)6.57.1 6.57.1 7.37.9 7.37.9
Lane Util. Factor 1.000.95 1.000.95 1.000.95 1.000.95
Frt 1.000.99 1.000.99 1.000.97 1.000.95
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)16873479180534211556347216263220
Flt Permitted 0.091.00 0.201.00 0.351.00 0.381.00
Satd. Flow (perm)1523479 3753421 5753472 6553220
Peak-hour factor, PHF0.940.940.940.940.940.940.940.940.940.940.940.94
Adj. Flow (vph)18286845961026742728768153380207
RTOR Reduction (vph)02004001900630
Lane Group Flow (vph)182911096109602733601535240
Heavy Vehicles (%)7%3%3%0%4%11%16%1%1%11%3%12%
Turn Type pm+pt pm+pt pm+pt pm+pt
Protected Phases 52 16 38 74
Permitted Phases 2684
Actuated Green, G (s)59.446.751.842.929.725.141.531.0
Effective Green, g (s)59.446.7 51.842.9 29.725.1 41.531.0
Actuated g/C Ratio0.490.39 0.430.36 0.250.21 0.350.26
Clearance Time (s)6.57.1 6.57.1 7.37.9 7.37.9
Vehicle Extension (s)3.03.0 3.03.0 3.03.0 3.03.0
Lane Grp Cap (vph)2381354 2681223 180726 311832
v/s Ratio Prot c0.080.26 0.03c0.32 0.010.10c0.04c0.16
v/s Ratio Perm c0.30 0.13 0.03 0.13
v/c Ratio 0.760.67 0.360.90 0.150.46 0.490.63
Uniform Delay, d1 28.430.3 21.736.4 34.741.5 28.739.4
Progression Factor1.001.00 1.001.00 1.001.00 1.001.00
Incremental Delay, d213.62.7 0.810.4 0.40.5 1.21.5
Delay (s)42.033.0 22.546.8 35.142.0 30.040.9
Level of Service DC CD DD CD
Approach Delay (s)34.5 44.9 41.5 38.7
Approach LOS CDDD
Intersection Summary
HCM Average Control Delay 39.8HCM Level of Service D
HCM Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 120.0Sum of lost time (s)35.3
Intersection Capacity Utilization 84.3%ICU Level of Service E
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 3 of 24
Attachment number 2 \nPage 46 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
2: Calumet Street (West) & Hercules Avenue AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)16144933580757
Sign Control Stop FreeFree
Grade 0%0%0%
Peak Hour Factor 0.920.920.920.920.920.92
Hourly flow rate (vph)17155336487762
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)265
pX, platoon unblocked1.00
vC, conflicting volume1197470939
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol1195470939
tC, single (s)7.16.94.1
tC, 2 stage (s)
tF (s)3.63.32.2
p0 queue free %899793
cM capacity (veh/h)152546725
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 33175243585354
Volume Left 1753000
Volume Right 1500062
cSH 229725170017001700
Volume to Capacity0.140.070.140.340.21
Queue Length 95th (ft)12 6000
Control Delay (s)23.33.70.00.00.0
Lane LOSCA
Approach Delay (s)23.31.6 0.0
Approach LOS C
Intersection Summary
Average Delay 1.0
Intersection Capacity Utilization 48.1%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 4 of 24
Attachment number 2 \nPage 47 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
4: Central Project Driveway & Hercules Avenue AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)0104147811
Sign ControlStopFreeFree
Grade 0%0%0%
Peak Hour Factor 0.940.940.940.940.940.94
Hourly flow rate (vph)0104408311
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)350
pX, platoon unblocked0.940.940.94
vC, conflicting volume1052416832
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol934260701
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %100100100
cM capacity (veh/h)253702854
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 1147294554278
Volume Left 00000
Volume Right 10001
cSH702854170017001700
Volume to Capacity0.000.000.170.330.16
Queue Length 95th (ft)00000
Control Delay (s)10.10.00.00.00.0
Lane LOSB
Approach Delay (s)10.10.0 0.0
Approach LOS B
Intersection Summary
Average Delay 0.0
Intersection Capacity Utilization 31.6%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 5 of 24
Attachment number 2 \nPage 48 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
5: Southern Project Driveway & Hercules Avenue AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)4124107802
Sign ControlStopFreeFree
Grade 0%0%0%
Peak Hour Factor 0.940.940.940.940.940.94
Hourly flow rate (vph)4124368302
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)960
pX, platoon unblocked
vC, conflicting volume1053416832
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol1053416832
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %98100100
cM capacity (veh/h)224591809
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 5148291553279
Volume Left 42000
Volume Right 10002
cSH256809170017001700
Volume to Capacity0.020.000.170.330.16
Queue Length 95th (ft)20000
Control Delay (s)19.40.20.00.00.0
Lane LOSCA
Approach Delay (s)19.40.1 0.0
Approach LOS C
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 31.6%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 6 of 24
Attachment number 2 \nPage 49 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
1: Sunset Point Road & Hercules Ave AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)617052832016035910413012421951184
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.66.46.45.66.4 6.17.87.86.17.8
Lane Util. Factor 1.000.951.000.970.95 1.000.951.001.000.95
Frt 1.001.000.851.000.99 1.001.000.851.000.98
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1656347115833367342215973312141717703417
Flt Permitted 0.951.001.000.951.00 0.231.001.000.541.00
Satd. Flow (perm)16563471158333673422 3923312141710013417
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95
Adj. Flow (vph)647422982126356210913713123153888
RTOR Reduction (vph)00170 04000109090
Lane Group Flow (vph)647421282126930109137222316170
Heavy Vehicles (%)9%4%2%4%4%5%13%9%14%2%3%6%
Turn Type ProtPermProt pm+ptPermpm+pt
Protected Phases 52 16 38 74
Permitted Phases 2 8 84
Actuated Green, G (s)9.864.364.314.769.2 37.925.725.751.232.9
Effective Green, g (s)9.864.364.314.769.2 37.925.725.751.232.9
Actuated g/C Ratio0.070.430.430.100.46 0.250.170.170.340.22
Clearance Time (s)5.66.46.45.66.4 6.17.87.86.17.8
Vehicle Extension (s)3.03.03.03.03.0 3.03.03.03.03.0
Lane Grp Cap (vph)10814886793301579 197567243441749
v/s Ratio Prot 0.04c0.21c0.06c0.20 0.040.04c0.07c0.18
v/s Ratio Perm 0.08 0.09 0.020.11
v/c Ratio 0.590.500.190.640.44 0.550.240.090.520.82
Uniform Delay, d1 68.231.126.665.127.3 45.553.752.337.655.8
Progression Factor1.001.001.001.001.00 0.990.971.211.001.00
Incremental Delay, d28.41.20.64.20.9 3.30.20.21.17.3
Delay (s)76.632.327.269.428.2 48.552.363.338.763.1
Level of Service ECCEC DDEDE
Approach Delay (s)33.5 37.8 55.0 56.6
Approach LOS C D E E
Intersection Summary
HCM Average Control Delay 43.3HCM Level of Service D
HCM Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 150.0Sum of lost time (s)32.3
Intersection Capacity Utilization 69.4%ICU Level of Service C
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 7 of 24
Attachment number 2 \nPage 50 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
3: Calumet Street (East) & Hercules Avenue AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement WBLWBRNBTNBRSBLSBT
Lane Configurations
Volume (vph)24474156863752
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.6 5.4 5.4
Lane Util. Factor 1.00 0.95 0.95
Frt 0.91 0.98 1.00
Flt Protected 0.98 1.00 1.00
Satd. Flow (prot)15233407 3563
Flt Permitted 0.98 1.00 0.87
Satd. Flow (perm)15233407 3111
Peak-hour factor, PHF0.930.930.930.930.930.93
Adj. Flow (vph)26514467368809
RTOR Reduction (vph)47010000
Lane Group Flow (vph)30050900877
Heavy Vehicles (%)17%9%4%2%0%1%
Turn Type Perm
Protected Phases 8 2 6
Permitted Phases 6
Actuated Green, G (s)6.2 57.8 57.8
Effective Green, g (s)6.2 57.8 57.8
Actuated g/C Ratio0.08 0.77 0.77
Clearance Time (s)5.6 5.4 5.4
Vehicle Extension (s)3.0 3.0 3.0
Lane Grp Cap (vph)1262626 2398
v/s Ratio Prot c0.02 0.15
v/s Ratio Perm c0.28
v/c Ratio 0.24 0.19 0.37
Uniform Delay, d1 32.2 2.3 2.7
Progression Factor1.00 1.00 2.22
Incremental Delay, d21.0 0.2 0.4
Delay (s)33.2 2.5 6.4
Level of Service C A A
Approach Delay (s)33.2 2.5 6.4
Approach LOS C A A
Intersection Summary
HCM Average Control Delay 6.4HCM Level of Service A
HCM Volume to Capacity ratio 0.35
Actuated Cycle Length (s) 75.0Sum of lost time (s)11.0
Intersection Capacity Utilization 54.1%ICU Level of Service A
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 8 of 24
Attachment number 2 \nPage 51 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
6: Drew Street & Hercules Avenue AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1838164290964932528864151362198
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)6.57.1 6.57.1 7.37.9 7.37.9
Lane Util. Factor 1.000.95 1.000.95 1.000.95 1.000.95
Frt 1.000.99 1.000.99 1.000.97 1.000.95
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)16873479180534051556347716263219
Flt Permitted 0.081.00 0.211.00 0.341.00 0.361.00
Satd. Flow (perm)1493479 3963405 5523477 6093219
Peak-hour factor, PHF0.940.940.940.940.940.940.940.940.940.940.940.94
Adj. Flow (vph)19586845961026992730668161385211
RTOR Reduction (vph)02005001800640
Lane Group Flow (vph)195911096112002735601615320
Heavy Vehicles (%)7%3%3%0%4%11%16%1%1%11%3%12%
Turn Type pm+pt pm+pt pm+pt pm+pt
Protected Phases 52 16 38 74
Permitted Phases 2684
Actuated Green, G (s)61.647.651.442.528.724.140.730.1
Effective Green, g (s)61.647.6 51.442.5 28.724.1 40.730.1
Actuated g/C Ratio0.510.40 0.430.35 0.240.20 0.340.25
Clearance Time (s)6.57.1 6.57.1 7.37.9 7.37.9
Vehicle Extension (s)3.03.0 3.03.0 3.03.0 3.03.0
Lane Grp Cap (vph)2561380 2741206 171698 296807
v/s Ratio Prot c0.09c0.26 0.03c0.33 0.010.10c0.05c0.17
v/s Ratio Perm 0.30 0.12 0.03 0.14
v/c Ratio 0.760.66 0.350.93 0.160.51 0.540.66
Uniform Delay, d1 30.029.6 21.737.3 35.542.7 29.640.3
Progression Factor1.001.00 1.001.00 1.001.00 1.001.00
Incremental Delay, d212.62.5 0.813.6 0.40.6 2.02.0
Delay (s)42.532.1 22.550.9 35.943.3 31.642.3
Level of Service DC CD DD CD
Approach Delay (s)33.9 48.7 42.8 40.0
Approach LOS CDDD
Intersection Summary
HCM Average Control Delay 41.4HCM Level of Service D
HCM Volume to Capacity ratio 0.90
Actuated Cycle Length (s) 120.0Sum of lost time (s)35.9
Intersection Capacity Utilization 85.9%ICU Level of Service E
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 9 of 24
Attachment number 2 \nPage 52 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
2: Calumet Street (West) & Hercules Avenue AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)2010116346805112
Sign Control Stop FreeFree
Grade 0%0%0%
Peak Hour Factor 0.920.920.920.920.920.92
Hourly flow rate (vph)2211126376875122
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)265
pX, platoon unblocked0.98
vC, conflicting volume1376498997
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol1349498997
tC, single (s)6.96.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %819882
cM capacity (veh/h)113523690
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 33251251583413
Volume Left 22126000
Volume Right 11000122
cSH 153690170017001700
Volume to Capacity0.210.180.150.340.24
Queue Length 95th (ft)1917000
Control Delay (s)34.86.80.00.00.0
Lane LOSDA
Approach Delay (s)34.83.4 0.0
Approach LOS D
Intersection Summary
Average Delay 1.9
Intersection Capacity Utilization 52.1%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 10 of 24
Attachment number 2 \nPage 53 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
4: Central Project Driveway & Hercules Avenue AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)0104827751
Sign ControlStopFreeFree
Grade 0%0%0%
Peak Hour Factor 0.940.940.940.940.940.94
Hourly flow rate (vph)0105138241
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)350
pX, platoon unblocked0.940.940.94
vC, conflicting volume1081413826
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol954242682
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %100100100
cM capacity (veh/h)244718863
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 1171342550276
Volume Left 00000
Volume Right 10001
cSH718863170017001700
Volume to Capacity0.000.000.200.320.16
Queue Length 95th (ft)00000
Control Delay (s)10.00.00.00.00.0
Lane LOSB
Approach Delay (s)10.00.0 0.0
Approach LOS B
Intersection Summary
Average Delay 0.0
Intersection Capacity Utilization 31.5%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 11 of 24
Attachment number 2 \nPage 54 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
5: Southern Project Driveway & Hercules Avenue AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)172004657760
Sign Control Stop FreeFree
Grade 0%0%0%
Peak Hour Factor 0.940.940.940.940.940.94
Hourly flow rate (vph)182104958260
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)960
pX, platoon unblocked
vC, conflicting volume1073413826
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol1073413826
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %9296100
cM capacity (veh/h)218594814
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 39165330550275
Volume Left 18 0000
Volume Right 21 0000
cSH 332814170017001700
Volume to Capacity0.120.000.190.320.16
Queue Length 95th (ft)10 0000
Control Delay (s)17.30.00.00.00.0
Lane LOSC
Approach Delay (s)17.30.0 0.0
Approach LOS C
Intersection Summary
Average Delay 0.5
Intersection Capacity Utilization 31.5%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 12 of 24
Attachment number 2 \nPage 55 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
1: Sunset Point Road & Hercules Ave PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)6865714913574613021831029912119874
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.66.46.45.66.4 6.17.87.86.17.8
Lane Util. Factor 1.000.951.000.970.95 1.000.951.001.000.95
Frt 1.001.000.851.000.98 1.001.000.851.000.96
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1805353915833433350017523539159918053292
Flt Permitted 0.951.001.000.951.00 0.311.001.000.561.00
Satd. Flow (perm)18053539158334333500 5673539159910573292
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96
Adj. Flow (vph)7168415514177713522732331112620677
RTOR Reduction (vph)0075 070002610270
Lane Group Flow (vph)71684801419050227323501262560
Heavy Vehicles (%)0%2%2%2%1%0%3%2%1%0%6%3%
Turn Type ProtPermProt pm+ptPermpm+pt
Protected Phases 52 16 38 74
Permitted Phases 2 8 84
Actuated Green, G (s)11.682.882.811.983.1 45.525.625.631.517.7
Effective Green, g (s)11.682.882.811.983.1 45.525.625.631.517.7
Actuated g/C Ratio0.070.520.520.070.52 0.280.160.160.200.11
Clearance Time (s)5.66.46.45.66.4 6.17.87.86.17.8
Vehicle Extension (s)3.03.03.03.03.0 3.03.03.03.03.0
Lane Grp Cap (vph)13118318192551818 322566256273364
v/s Ratio Prot 0.040.19c0.04c0.26c0.100.09 0.040.08
v/s Ratio Perm 0.05 c0.10 0.030.05
v/c Ratio 0.540.370.100.550.50 0.700.570.190.460.70
Uniform Delay, d1 71.623.119.671.524.9 47.662.158.355.568.6
Progression Factor1.001.001.001.001.00 0.970.971.391.001.00
Incremental Delay, d24.50.60.22.61.0 6.81.40.41.26.1
Delay (s)76.223.719.974.125.9 52.861.981.456.774.7
Level of Service ECBEC DEFEE
Approach Delay (s)27.1 32.4 66.5 69.2
Approach LOS C C E E
Intersection Summary
HCM Average Control Delay 44.6HCM Level of Service D
HCM Volume to Capacity ratio 0.53
Actuated Cycle Length (s) 160.0Sum of lost time (s)11.7
Intersection Capacity Utilization 70.4%ICU Level of Service C
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 13 of 24
Attachment number 2 \nPage 56 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
3: Calumet Street (East) & Hercules Avenue PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement WBLWBRNBTNBRSBLSBT
Lane Configurations
Volume (vph)29705953346451
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.6 5.4 5.4
Lane Util. Factor 1.00 0.95 0.95
Frt 0.90 0.99 1.00
Flt Protected 0.99 1.00 1.00
Satd. Flow (prot)16403515 3461
Flt Permitted 0.99 1.00 0.84
Satd. Flow (perm)16403515 2932
Peak-hour factor, PHF0.900.900.900.900.900.90
Adj. Flow (vph)32786613751501
RTOR Reduction (vph)72 03000
Lane Group Flow (vph)38069500552
Heavy Vehicles (%)4%3%2%0%12%3%
Turn Type Perm
Protected Phases 8 2 6
Permitted Phases 6
Actuated Green, G (s)6.6 62.4 62.4
Effective Green, g (s)6.6 62.4 62.4
Actuated g/C Ratio0.08 0.78 0.78
Clearance Time (s)5.6 5.4 5.4
Vehicle Extension (s)3.0 3.0 3.0
Lane Grp Cap (vph)1352742 2287
v/s Ratio Prot c0.02c0.20
v/s Ratio Perm 0.19
v/c Ratio 0.28 0.25 0.24
Uniform Delay, d1 34.5 2.4 2.4
Progression Factor1.00 1.00 1.25
Incremental Delay, d21.2 0.2 0.2
Delay (s)35.6 2.6 3.2
Level of Service D A A
Approach Delay (s)35.6 2.6 3.2
Approach LOS D A A
Intersection Summary
HCM Average Control Delay 5.5HCM Level of Service A
HCM Volume to Capacity ratio 0.26
Actuated Cycle Length (s) 80.0Sum of lost time (s)11.0
Intersection Capacity Utilization 50.9%ICU Level of Service A
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 14 of 24
Attachment number 2 \nPage 57 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
6: Drew Street & Hercules Avenue PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)17310033689954943828165166240151
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)6.57.1 6.57.1 7.37.9 7.37.9
Lane Util. Factor 1.000.95 1.000.95 1.000.95 1.000.95
Frt 1.000.99 1.000.99 1.000.97 1.000.94
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)17363523180534881805344016873322
Flt Permitted 0.111.00 0.151.00 0.481.00 0.341.00
Satd. Flow (perm)1963523 2903488 9153440 6023322
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95
Adj. Flow (vph)182105638941004994029668175253159
RTOR Reduction (vph)02005001900930
Lane Group Flow (vph)1821092094109804034501753190
Heavy Vehicles (%)4%2%0%0%2%3%0%2%2%7%2%3%
Turn Type pm+pt pm+pt pm+pt pm+pt
Protected Phases 52 16 38 74
Permitted Phases 2684
Actuated Green, G (s)65.953.057.548.825.218.833.823.1
Effective Green, g (s)65.953.0 57.548.8 25.218.8 33.823.1
Actuated g/C Ratio0.550.44 0.480.41 0.210.16 0.280.19
Clearance Time (s)6.57.1 6.57.1 7.37.9 7.37.9
Vehicle Extension (s)3.03.0 3.03.0 3.03.0 3.03.0
Lane Grp Cap (vph)2731556 2491418 240539 266639
v/s Ratio Prot c0.07c0.31 0.03c0.31 0.010.10c0.060.10
v/s Ratio Perm 0.29 0.15 0.03 c0.13
v/c Ratio 0.670.70 0.380.77 0.170.64 0.660.50
Uniform Delay, d1 20.127.1 19.330.8 38.347.4 34.943.3
Progression Factor1.001.00 1.001.00 1.001.00 1.001.00
Incremental Delay, d26.02.7 1.04.2 0.32.5 5.80.6
Delay (s)26.229.8 20.235.0 38.649.9 40.743.9
Level of Service CC CD DD DD
Approach Delay (s)29.3 33.8 48.8 42.9
Approach LOS CCDD
Intersection Summary
HCM Average Control Delay 35.4HCM Level of Service D
HCM Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 120.0Sum of lost time (s)35.3
Intersection Capacity Utilization 82.0%ICU Level of Service D
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 15 of 24
Attachment number 2 \nPage 58 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
2: Calumet Street (West) & Hercules Avenue PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)82995261339848
Sign Control Stop FreeFree
Grade 0%0%0%
Peak Hour Factor 0.870.870.870.870.870.87
Hourly flow rate (vph)941146070545755
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)265
pX, platoon unblocked0.95
vC, conflicting volume957256513
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol860256513
tC, single (s)6.97.04.3
tC, 2 stage (s)
tF (s)3.53.32.3
p0 queue free %648594
cM capacity (veh/h)261737995
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 208295470305208
Volume Left 9460000
Volume Right 11400055
cSH404995170017001700
Volume to Capacity0.510.060.280.180.12
Queue Length 95th (ft)71 5000
Control Delay (s)23.02.30.00.00.0
Lane LOSCA
Approach Delay (s)23.00.9 0.0
Approach LOS C
Intersection Summary
Average Delay 3.7
Intersection Capacity Utilization 51.6%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 16 of 24
Attachment number 2 \nPage 59 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
4: Central Project Driveway & Hercules Avenue PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)0526284790
Sign ControlStopFreeFree
Grade 0%0%0%
Peak Hour Factor 0.870.870.870.870.870.87
Hourly flow rate (vph)0627225510
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)350
pX, platoon unblocked0.980.980.98
vC, conflicting volume916275551
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol881229509
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %10099100
cM capacity (veh/h)2857671049
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 6243481367184
Volume Left 02000
Volume Right 60000
cSH7671049170017001700
Volume to Capacity0.010.000.280.220.11
Queue Length 95th (ft)10000
Control Delay (s)9.70.10.00.00.0
Lane LOS AA
Approach Delay (s)9.70.0 0.0
Approach LOS A
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 28.8%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 17 of 24
Attachment number 2 \nPage 60 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
5: Southern Project Driveway & Hercules Avenue PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)1016294840
Sign ControlStopFreeFree
Grade 0%0%0%
Peak Hour Factor 0.870.870.870.870.870.87
Hourly flow rate (vph)1017235560
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)960
pX, platoon unblocked
vC, conflicting volume920278556
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol920278556
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %100100100
cM capacity (veh/h)2737251024
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 1242482371185
Volume Left 11000
Volume Right 00000
cSH2731024170017001700
Volume to Capacity0.000.000.280.220.11
Queue Length 95th (ft)00000
Control Delay (s)18.20.10.00.00.0
Lane LOSCA
Approach Delay (s)18.20.0 0.0
Approach LOS C
Intersection Summary
Average Delay 0.0
Intersection Capacity Utilization 28.1%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 18 of 24
Attachment number 2 \nPage 61 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
1: Sunset Point Road & Hercules Ave PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)6865715714574613023131931712120374
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.66.46.45.66.4 6.17.87.86.17.8
Lane Util. Factor 1.000.951.000.970.95 1.000.951.001.000.95
Frt 1.001.000.851.000.98 1.001.000.851.000.96
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1805353915833433350017523539159918053294
Flt Permitted 0.951.001.000.951.00 0.301.001.000.551.00
Satd. Flow (perm)18053539158334333500 5613539159910483294
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96
Adj. Flow (vph)7168416415177713524133233012621177
RTOR Reduction (vph)0081 070002740260
Lane Group Flow (vph)71684831519050241332561262620
Heavy Vehicles (%)0%2%2%2%1%0%3%2%1%0%6%3%
Turn Type ProtPermProt pm+ptPermpm+pt
Protected Phases 52 16 38 74
Permitted Phases 2 8 84
Actuated Green, G (s)11.681.081.012.481.8 46.827.027.031.718.0
Effective Green, g (s)11.681.081.012.481.8 46.827.027.031.718.0
Actuated g/C Ratio0.070.510.510.080.51 0.290.170.170.200.11
Clearance Time (s)5.66.46.45.66.4 6.17.87.86.17.8
Vehicle Extension (s)3.03.03.03.03.0 3.03.03.03.03.0
Lane Grp Cap (vph)13117928012661789 333597270272371
v/s Ratio Prot 0.040.19c0.04c0.26c0.100.09 0.040.08
v/s Ratio Perm 0.05 c0.11 0.030.05
v/c Ratio 0.540.380.100.570.51 0.720.560.210.460.71
Uniform Delay, d1 71.624.220.671.225.8 47.061.057.355.368.5
Progression Factor1.001.001.001.001.00 0.970.971.431.001.00
Incremental Delay, d24.50.60.32.81.0 7.51.10.41.26.0
Delay (s)76.224.820.874.026.8 52.960.582.356.674.5
Level of Service ECCEC DEFEE
Approach Delay (s)28.1 33.5 66.4 69.0
Approach LOS C C E E
Intersection Summary
HCM Average Control Delay 45.5HCM Level of Service D
HCM Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 160.0Sum of lost time (s)11.7
Intersection Capacity Utilization 71.3%ICU Level of Service C
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 19 of 24
Attachment number 2 \nPage 62 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
3: Calumet Street (East) & Hercules Avenue PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement WBLWBRNBTNBRSBLSBT
Lane Configurations
Volume (vph)29766454246437
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.6 5.4 5.4
Lane Util. Factor 1.00 0.95 0.95
Frt 0.90 0.99 1.00
Flt Protected 0.99 1.00 1.00
Satd. Flow (prot)16373511 3460
Flt Permitted 0.99 1.00 0.83
Satd. Flow (perm)16373511 2892
Peak-hour factor, PHF0.900.900.900.900.900.90
Adj. Flow (vph)32847174751486
RTOR Reduction (vph)77 04000
Lane Group Flow (vph)39076000537
Heavy Vehicles (%)4%3%2%0%12%3%
Turn Type Perm
Protected Phases 8 2 6
Permitted Phases 6
Actuated Green, G (s)6.6 62.4 62.4
Effective Green, g (s)6.6 62.4 62.4
Actuated g/C Ratio0.08 0.78 0.78
Clearance Time (s)5.6 5.4 5.4
Vehicle Extension (s)3.0 3.0 3.0
Lane Grp Cap (vph)1352739 2256
v/s Ratio Prot c0.02c0.22
v/s Ratio Perm 0.19
v/c Ratio 0.29 0.28 0.24
Uniform Delay, d1 34.5 2.5 2.4
Progression Factor1.00 1.00 1.20
Incremental Delay, d21.2 0.3 0.2
Delay (s)35.7 2.7 3.1
Level of Service D A A
Approach Delay (s)35.7 2.7 3.1
Approach LOS D A A
Intersection Summary
HCM Average Control Delay 5.6HCM Level of Service A
HCM Volume to Capacity ratio 0.28
Actuated Cycle Length (s) 80.0Sum of lost time (s)11.0
Intersection Capacity Utilization 52.5%ICU Level of Service A
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 20 of 24
Attachment number 2 \nPage 63 of 79
Item # 11
HCM Signalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
6: Drew Street & Hercules Avenue PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)178100336899541043828965184253160
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)6.57.1 6.57.1 7.37.9 7.37.9
Lane Util. Factor 1.000.95 1.000.95 1.000.95 1.000.95
Frt 1.000.99 1.000.99 1.000.97 1.000.94
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)17363523180534841805344216873321
Flt Permitted 0.101.00 0.151.00 0.451.00 0.331.00
Satd. Flow (perm)1823523 2903484 8583442 5913321
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95
Adj. Flow (vph)1871056389410041094030468194266168
RTOR Reduction (vph)02006001800940
Lane Group Flow (vph)1871092094110704035401943400
Heavy Vehicles (%)4%2%0%0%2%3%0%2%2%7%2%3%
Turn Type pm+pt pm+pt pm+pt pm+pt
Protected Phases 52 16 38 74
Permitted Phases 2684
Actuated Green, G (s)66.052.756.848.125.519.134.123.4
Effective Green, g (s)66.052.7 56.848.1 25.519.1 34.123.4
Actuated g/C Ratio0.550.44 0.470.40 0.210.16 0.280.19
Clearance Time (s)6.57.1 6.57.1 7.37.9 7.37.9
Vehicle Extension (s)3.03.0 3.03.0 3.03.0 3.03.0
Lane Grp Cap (vph)2721547 2471397 233548 266648
v/s Ratio Prot c0.08c0.31 0.03c0.32 0.010.10c0.070.10
v/s Ratio Perm 0.30 0.15 0.03 c0.14
v/c Ratio 0.690.71 0.380.79 0.170.65 0.730.52
Uniform Delay, d1 21.527.4 19.631.6 38.147.3 35.543.3
Progression Factor1.001.00 1.001.00 1.001.00 1.001.00
Incremental Delay, d27.02.7 1.04.7 0.42.6 9.60.8
Delay (s)28.530.1 20.636.3 38.449.9 45.144.1
Level of Service CC CD DD DD
Approach Delay (s)29.9 35.0 48.8 44.4
Approach LOS CDDD
Intersection Summary
HCM Average Control Delay 36.4HCM Level of Service D
HCM Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 120.0Sum of lost time (s)35.3
Intersection Capacity Utilization 83.8%ICU Level of Service E
Analysis Period (min)15
c Critical Lane Group
APPENDIX E - 21 of 24
Attachment number 2 \nPage 64 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
2: Calumet Street (West) & Hercules Avenue PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)96858263939871
Sign Control Stop FreeFree
Grade 0%0%0%
Peak Hour Factor 0.870.870.870.870.870.87
Hourly flow rate (vph)110989473445782
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)265
pX, platoon unblocked0.95
vC, conflicting volume1054270539
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol946270539
tC, single (s)6.97.04.3
tC, 2 stage (s)
tF (s)3.53.32.3
p0 queue free %508690
cM capacity (veh/h)219722972
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 208339490305234
Volume Left 11094000
Volume Right 9800082
cSH 326972170017001700
Volume to Capacity0.640.100.290.180.14
Queue Length 95th (ft)103 8000
Control Delay (s)33.73.30.00.00.0
Lane LOSDA
Approach Delay (s)33.71.3 0.0
Approach LOS D
Intersection Summary
Average Delay 5.1
Intersection Capacity Utilization 53.8%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 22 of 24
Attachment number 2 \nPage 65 of 79
Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
4: Central Project Driveway & Hercules Avenue PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)0526874650
Sign ControlStopFreeFree
Grade 0%0%0%
Peak Hour Factor 0.870.870.870.870.870.87
Hourly flow rate (vph)0627905340
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)350
pX, platoon unblocked0.990.990.99
vC, conflicting volume934267534
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol904227499
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %10099100
cM capacity (veh/h)2767701060
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 6266526356178
Volume Left 02000
Volume Right 60000
cSH7701060170017001700
Volume to Capacity0.010.000.310.210.10
Queue Length 95th (ft)10000
Control Delay (s)9.70.10.00.00.0
Lane LOS AA
Approach Delay (s)9.70.0 0.0
Approach LOS A
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 30.4%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 23 of 24
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Item # 11
HCM Unsignalized Intersection Capacity AnalysisManufacturing Facility G-188 "Project Banner"
5: Southern Project Driveway & Hercules Avenue PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (veh/h)365406534700
Sign Control Stop FreeFree
Grade 0%0%0%
Peak Hour Factor 0.870.870.870.870.870.87
Hourly flow rate (vph)416207515400
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type NoneNone
Median storage veh)
Upstream signal (ft)960
pX, platoon unblocked
vC, conflicting volume916270540
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol916270540
tC, single (s)6.86.94.1
tC, 2 stage (s)
tF (s)3.53.32.2
p0 queue free %8592100
cM capacity (veh/h)2767341038
Direction, Lane #EB 1NB 1NB 2SB 1SB 2
Volume Total 103250500360180
Volume Left 41 0000
Volume Right 62 0000
cSH 4411038170017001700
Volume to Capacity0.230.000.290.210.11
Queue Length 95th (ft)23 0000
Control Delay (s)15.70.00.00.00.0
Lane LOSC
Approach Delay (s)15.70.0 0.0
Approach LOS C
Intersection Summary
Average Delay 1.2
Intersection Capacity Utilization 30.0%ICU Level of Service A
Analysis Period (min)15
APPENDIX E - 24 of 24
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APPENDIX F
Operational Analysis
Roadway Segments
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Arterial Level of Service Manufacturing Facility G-188 "Project Banner"
AM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Arterial Level of Service: NB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 40106.72.1108.81.1939.2A
Sunset Point RoadII 4033.152.885.90.3314.0E
Total II 139.854.9194.71.5228.1B
Arterial Level of Service: SB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 4033.16.039.10.3330.8B
Drew Street II 40106.737.5144.21.1929.6B
Total II 139.843.5183.31.5229.9B
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Arterial Level of Service Manufacturing Facility G-188 "Project Banner"
AM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Arterial Level of Service: NB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 40106.72.6109.31.1939.1A
Sunset Point RoadII 4033.152.385.40.3314.1E
Total II 139.854.9194.71.5228.1B
Arterial Level of Service: SB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 4033.16.940.00.3330.1B
Drew Street II 40106.739.1145.81.1929.3B
Total II 139.846.0185.81.5229.4B
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Arterial Level of Service Manufacturing Facility G-188 "Project Banner"
PM Peak Hour Existing Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Arterial Level of Service: NB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 40106.72.9109.61.1938.9A
Sunset Point RoadII 4033.163.896.90.3312.4F
Total II 139.866.7206.51.5226.5C
Arterial Level of Service: SB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 4033.13.536.60.3332.9B
Drew Street II 40106.735.0141.71.1930.1B
Total II 139.838.5178.31.5230.7B
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Arterial Level of Service Manufacturing Facility G-188 "Project Banner"
PM Peak Hour Total Traffic Conditions
RAYSOR Transportation Consulting Synchro 7 - Light: Report
Arterial Level of Service: NB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 40106.73.0109.71.1938.9A
Sunset Point RoadII 4033.162.295.30.3312.6F
Total II 139.865.2205.01.5226.7C
Arterial Level of Service: SB Hercules Avenue
Arterial FlowRunningSignalTravelDistArterialArterial
Cross Street Class SpeedTimeDelayTime (s)(mi)SpeedLOS
Calumet Street (EastII 4033.13.436.50.3333.0B
Drew Street II 40106.735.7142.41.1930.0B
Total II 139.839.1178.91.5230.6B
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APPENDIX G
Turn Lane Warrants
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Location: Hercules Avenue at Calumet Street West (Southbound Right-Turn Lane)
AM Peak Hour
Right-Turn Volume: 112
WThhld125
PM Peak Hour
Right-Turn Volume: 71
WThhld125Warrant Threshold: 125 Warrant Threshold: 125
SOURCE: FDOT Driveway Handbook (March 2005)
RESULT: Not Warranted
MANUFACTURING FACILITY G-188 "PROJECT BANNER"
Right Turn Lane Warrant Evaluation
RAYSOR Transportation Consulting
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Location: Hercules Avenue at Central Project Driveway (Southbound Right-Turn Lane)
AM Peak Hour
Right-Turn Volume: 1
WThhld125
PM Peak Hour
Right-Turn Volume: 0
WThhld125Warrant Threshold: 125 Warrant Threshold: 125
SOURCE: FDOT Driveway Handbook (March 2005)
RESULT: Not Warranted
MANUFACTURING FACILITY G-188 "PROJECT BANNER"
Right Turn Lane Warrant Evaluation
RAYSOR Transportation Consulting
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Location: Hercules Avenue at South Project Driveway (Southbound Right-Turn Lane)
AM Peak Hour
Right-Turn Volume: 0
WThhld125
PM Peak Hour
Right-Turn Volume: 0
WThhld125Warrant Threshold: 125 Warrant Threshold: 125
SOURCE: FDOT Driveway Handbook (March 2005)
RESULT: Not Warranted
MANUFACTURING FACILITY G-188 "PROJECT BANNER"
Right Turn Lane Warrant Evaluation
RAYSOR Transportation Consulting
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(1) AM Peak Hour
Opposing Volume: 917
Lf TVl 116
(2) PM Peak Hour
Opposing Volume: 469
Lf TVl 82
Location: Hercules Avenue at Calumet Street West (Northbound Left-Turn Lane)
Left-Turn Volume: 116 Left-Turn Volume: 82
1
2
RESULT: Warranted
SOURCE: National Cooperative Highway Research Program Report #279
RAYSOR Transportation Consulting
MANUFACTURING FACILITY G-188 "PROJECT BANNER"
Right Turn Lane Warrant Evaluation
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(1) AM Peak Hour
Opposing Volume: 776
Lf TVl0
(2) PM Peak Hour
Opposing Volume: 465
Lf TVl2
Location: Hercules Avenue at Central Project Driveway (Northbound Left-Turn Lane)
Left-Turn Volume: 0 Left-Turn Volume: 2
1
2
RESULT: Not Warranted
SOURCE: National Cooperative Highway Research Program Report #279
RAYSOR Transportation Consulting
MANUFACTURING FACILITY G-188 "PROJECT BANNER"
Right Turn Lane Warrant Evaluation
APPENDIX G - 5 of 6
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(1) AM Peak Hour
Opposing Volume: 776
Lf TVl0
(2) PM Peak Hour
Opposing Volume: 470
Lf TVl0
Location: Hercules Avenue at South Project Driveway (Northbound Left-Turn Lane)
Left-Turn Volume: 0 Left-Turn Volume: 0
1
2
RESULT: Not Warranted
SOURCE: National Cooperative Highway Research Program Report #279
RAYSOR Transportation Consulting
MANUFACTURING FACILITY G-188 "PROJECT BANNER"
Right Turn Lane Warrant Evaluation
APPENDIX G - 6 of 6
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City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve the Agreements between the City and Cigna Health and Life Insurance Company providing Administrative Services and
Stop Loss Insurance for the period from January 1, 2014 to December 31, 2014 at a total cost of approximately $1.8 million in
accordance with the funding authorized by City Council on October 14, 2013, and authorize the appropriate officials to execute same.
(consent)
SUMMARY:
On October 14, 2013, City Council authorized the funding for City medical insurance under a partial self-insured arrangement with a
one-year contract for third-party administrative services including stop loss insurance to be provided by Cigna. This request is for
approval of the contracts between the City and Cigna for the provision of administrative services and for stop loss insurance projected
to keep the City’s total medical insurance costs below the $15.8 million authorized by Council. The total cost of the Stop Loss
Agreement is approximately $86,000 lower than initially estimated due to the recommended elimination of Aggregate Stop Loss
coverage, as it is not anticipated that the City’s claims will approach the projected Minimum Attachment Point of $17.367 million, at
which point the stop loss carrier would begin providing aggregate coverage.
Appropriation Code Amount Appropriation Comment
0-590-07000-545600-519 $1.8M Included in $15.8M app'd by Council
Review Approval:
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City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve Concession Operations Agreement from March 1, 2014 through June 30, 2014 with Edward Bates, individually d/b/a
Kinney’s Kitchen (Kinney's), to provide food concession services for programs and activities held at the EC Moore Softball
Complex, and authorize the appropriate officials to execute same. (consent)
SUMMARY:
On January 19, 2011, a Request for Bids for the operation of food concession services at EC Moore Softball Complex was
issued and Kinney’s was the successful bidder.
Kinney's has been providing concession services for the City sporting events primarily held at EC Moore Complex for the
past several years. During this time, Kinney's has provided excellent service to users and visitors to the Complex.
The current agreement with Kinney's ends in March of this year. In order to continue concession operations at EC Moore
staff is requesting approval of this interim agreement from March 1, 2014 to June 30, 2014 in order to give staff sufficient
time to prepare a new Request for Proposals (RFP) for concession services in accordance with purchasing guidelines.
Kinney's will provide food concession services at EC Moore Softball Complex for City sponsored league games, special
events and tournaments as well as providing portable concessions services at other athletic sites and facilities as needed
and approved by Parks and Recreation Department Director.
Under the Operations Agreement, Kinney's will pay a license fee of equal to $9,000 for the four months of operations.
Staff is recommending shifting from a percent of gross sales to a flat monthly license fee since the financial oversight and
reporting of the percent basis is difficult to manage and this assures the City of a set amount of revenue that can be
budgeted in the general fund.
Staff will bring a new Concessions Operations agreement back to the council in late May or early June once the RFP process
is completed and a new contract negotiated.
Fees received from Kinney’s in Fiscal Year 2010/11 were $20,706 and in 2011/12 was $ 23,796.
Review Approval:
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City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve acceptance of Florida Department of Transportation (FDOT) High Visibility Enforcement (HVE) for Pedestrian and Bicycle
Safety Grant Award in the amount of $29,036.80 for police overtime and related fringe benefits and authorize the appropriate officials
to execute same. (consent)
SUMMARY:
On December 4, 2013, Clearwater Police Department (CPD) was granted approval by the Resource Management
Committee to submit a grant application in the amount of $29,036.80 under the state HVE program to create a
pedestrian and bicycle safety project. The grant has been officially awarded and CPD now seeks approval to accept
it.
During October 1, 2012 through September 29, 2013, the Clearwater Police Department (CPD) saw 2 pedestrian
fatalities; 50 pedestrian injuries; 5 bicycling fatalities; 46 bicycling injuries; and 190 total overall pedestrian/bicycle
crashes.
Many pedestrian-related crashes and fatalities are due to mistakes made by the pedestrian, not the motorist. Failure to
cross at traffic signals or in designated crosswalks has been cited as one of the major causes of pedestrian
fatalities. Other common causes of pedestrian-related crashes in Clearwater can be directly related to risky behavior
and impaired judgment on the part of the pedestrian. Pedestrians, bicyclists, and motorists all need to be better
educated about the rules of the road and the importance of following them. Education of the public is essential if
these issues are ever to be resolved and a reduction in pedestrian and bicycle crashes reduced.
In order to address all of these challenges, CPD will create a comprehensive enforcement/education project aimed at
changing the behavior of all who use Clearwater’s roadways. Additional funding from FDOT for overtime and fringe
benefits to create the project will allow CPD to concentrate the necessary additional manpower for enforcement and
education through the use of additional overtime.
Throughout the six-month grant period, CPD will work closely with FDOT, City of Clearwater Traffic Engineering
Division, Clearwater Americorps members, Clearwater Beach Chamber of Commerce, Clearwater Chamber of
Commerce, Pinellas County Metropolitan Planning Organization (MPO), Pinellas County Suncoast Transit Authority
(PSTA), and Jolley Trolley, to implement an effective and efficient Pedestrian/Bicycling Safety project utilizing
approximately 15 patrol officers/sergeants who have demonstrated an interest and affinity for traffic, bicycle and
pedestrian enforcement. The details will be worked by this select group of officers, focusing on the following target
areas:
Memorial Causeway Bridge
Beach Roundabout and associated crosswalks
400 block of Mandalay Avenue
300-400 blocks of South Gulfview Boulevard
1100-1200 blocks of Gulf Boulevard
South Missouri Avenue corridor
Chestnut Street corridor
Cover Memo
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Court Street corridor
400-800 Cleveland Street
1300-2400 blocks of Gulf to Bay Boulevard
Gulf to Bay Boulevard-U.S. Highway 19
In aggregate, details will be scheduled twice per week, four hours per detail, utilizing an average of two officers per
four-hour detail, throughout the project period of March 7 through August 15, 2014. Selected officers will receive
specific training on traffic enforcement and educational opportunities with the public prior to implementation of the
project.
CPD will use a two-pronged approach to this project, with special emphasis on education at the beginning and
throughout the grant period, coupled with enforcement activities, i.e. warnings and citations. CPD will also utilize
many of the educational materials focusing on pedestrian and bicycle safety available from FDOT and the Pinellas
MPO in order to educate the public about these issues. This will be supplemented by community/business
presentations made by CPD officers, additional signage, and social media campaigns (such as the police
department’s Facebook page).
CPD will measure crash data in the target areas at the beginning and conclusion of the grant period and compare the
figures to determine if the number of pedestrian/bicyclist crashes has been reduced.
There will be no direct adverse impact to the Police Department annual operating budget nor is there a required
match.
Special project number 181-99201, 2014 HVE Pedestrian and Bicycle Safety, will be established to account for the
grant expenditures.
Type:Other
Current Year Budget?:None Budget Adjustment:None
Budget Adjustment Comments:
There will be no direct adverse impact to the Police Department annual operating budget nor is there a required match. Special project
number 181-99201, 2014 HVE Pedestrian and Bicycle Safety, will be established to account for the grant expenditures.
Current Year Cost:Annual Operating Cost:
Not to Exceed:Total Cost:$29,036.80
For Fiscal Year: to
Review Approval:
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City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Approve acceptance of Florida Department of Law Enforcement (FDLE), Justice Assistance Grant – Countywide (JAG), in the
amount of $17,735, and authorize the appropriate officials to execute same. (consent)
SUMMARY:
On February 6, 2014, Clearwater Police Department (CPD) was awarded a JAG funding in the amount of $17,735 by
FDLE for the purchase of a new Tactical Headset System for SWAT Team use.
The Liberator II BTH Tactical Headset System offers integrated two-way communication, sound-attenuation and
user comfort. Originally designed for military Special Forces, the Liberator II BTH provides a new Behind-the-Head
suspension system for exceptional comfort and digital sound processing for accurate replication of ambient sound.
Progressive audio-compression technology supports hearing safety. Unlike other sound-attenuating headsets, the
Liberator II BTH enhances the user's situational awareness by accurately replicating the audio properties, direction
and magnitude of ambient sound sources in the headset.
CPD has not previously had P-25 compliant noise-attenuating communications equipment. This product will
represent an enhancement over the currently utilized rudimentary earpieces that provide no hearing protection for the
user.
The Tampa Bay Area Law Enforcement Community has been steadily migrating toward digital communications
equipment that is interoperable. This migration required replacement of our handheld radios, making the rudimentary
communications equipment utilized by the SWAT team obsolete. The nature of SWAT operations frequently
exposes team members to extremely loud noise with the potential to exceed OSHA guidelines in certain
circumstances. FEMA classifies all SWAT teams based on capability. A basic requirement for all SWAT teams is
hearing protection, which CPD’s SWAT Team currently does not have.
CPD’s SWAT team deploys 10-12 times per year and trains with firearms and distraction devices approximately 10
times per year. This enhanced equipment will be suitable for use during every deployment and firearms training
while allowing the team members to maintain situational awareness and communications. Because a frequent issue
cited in SWAT After-Action Reports are communication problems, this will greatly enhance officer safety and
effectiveness of SWAT team operations.
Purchase of the Tactical Headset System will be “Sole Source” as Tactical Command Industries is the only provider
of the headsets and accessories. Sole Source certification letter is attached.
Total cost of the tactical headsets and associated accessories will be $20,976. The difference between the amount of
grant funding of $17,735 and total cost is $3,241, which CPD will fund from SLEF, Special Project 181-
99331. Special Project 181-99200 has been established to account for the grant expenditures.
Appropriation Code Amount Appropriation Comment
181-99331 $3,241 Difference will be funded from Special Law Enforcement Trust Fund
Review Approval:
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City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Accept a Drainage Easement conveyed by Westchester Lake Condominium Association, Inc. encompassing city-owned drainage
facilities at two locations. (consent)
SUMMARY:
The City is planning improvements to drainage facilities on property owned by Westchester Lake Condominium
Association, Inc. (WLCA). These city-owned drainage facilities receive stormwater from Countryside Boulevard
and from privately owned property owned by WLCA. The proposed easement is being donated, and will allow the
City to make the planned improvements and continue to maintain the facilities.
Review Approval:
Cover Memo
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C
O
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SID
E B
L
V
D
CLUBHOUSE D R S
HAMMOCKPINEBLVD
HAMMOCK C T
HIDDEN PINES LN
H I C K MAN
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I
R
W E S T C HESTERDR
N
S AB AL SPRINGSDR
Proposed EasementProposed Easement
SR 580
SUMMERDALE DR
EVANS RD
W E ST C H E S T E R D R S
PINE TREE LN
HERDA DR
US 1
9
LOCATION MAP
JB TM
2/11/2014
Map Gen By:Reviewed By:
Date:
Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com
DRAINAGE EASEMENTWESTCHESTER LAKE CONDOMINIUM ASSOCIATION
²
N.T.S.Scale:
Document Path: V:\GIS\Engineering\Location Maps\Drainage Easement_Westchester Lake.mxd
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City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Accept two Traffic Signal Utility Easements conveyed by property owners at Westfield Mall and Countryside Centre. (consent)
SUMMARY:
Staff is planning to replace the traffic signal system at the intersection of Countryside Boulevard and the Westfield
Mall and Countryside Centre entrances. The facilities will be upgraded as industry standards require the
installation of mast arms that are able to withstand certain level winds. There is insufficient area within the right-
of-way for the installation of these facilities. Macy’s Florida Stores, LLC, owner of property to the north of the
intersection, and Weingarten/Investments, Inc., owner of property to the south, have each agreed to donate an
easement to the City. The proposed easements will allow the City to install and maintain the facilities and
equipment as designed.
Review Approval:
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C O U N T R Y SID E B L V D
Proposed EasementProposed Easement
US 19
SR 580
BELCHER RD
ENTERPRISE RD
LAURELWO O D D R
VILLAGE
DR
6th AVE
MOOREHAVENDR W
BIRCHBARK TRL
M
O
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R
E
H
AVEN
DR
E
LOCATION MAP
JB TM
2/11/2014
Map Gen By:Reviewed By:
Date:
Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com
TRAFFIC SIGNAL UTILITY EASEMENTWESTFIELD MALL AND COUNTRYSIDE CENTRE
²
N.T.S.Scale:
Document Path: V:\GIS\Engineering\Location Maps\Traffic Utility Easement _ Westfield-Countryside.mxd
Attachment number 2 \nPage 1 of 1
Item # 17
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Item # 17
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Appoint Christopher J. Anuszkiewicz to the Municipal Code Enforcement Board to fill the remainder of an unexpired term through
October 31, 2014. (consent)
SUMMARY:
APPOINTMENT WORKSHEET
BOARD: Municipal Code Enforcement Board
TERM: 3 years
APPOINTED BY: City Council
FINANCIAL DISCLOSURE: Required
RESIDENCY REQUIREMENT: City of Clearwater
SPECIAL QUALIFICATIONS: Whenever possible, this Board shall include an architect, engineer,
businessperson, general contractor, sub-contractor & a realtor
MEMBERS: 7
CHAIRPERSON: James E. Strickland
MEETING DATES: 4th Wed., 1:30 p.m.
Nov. and Dec. - TBA
APPOINTMENTS NEEDED: 1
THE FOLLOWING ADVISORY BOARD MEMBER WILL BE RESIGNING FROM THE MUNICIPAL CODE
ENFORCEMENT BOARD AND NOW REQUIRES REPLACEMENT BY A NEW APPOINTEE:
1. Michael Boutzoukas – 2433 Bond Ave., 33759 – Attorney
Original Appointment: 10/15/08
(was serving 2nd term (MCEB) to expire 10/31/14)
Michael Boutzoukas is resigning from this board as he was appointed to the CDB at the February 20, 2014
council meeting.
THE NAME BELOW IS BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY. THERE
ARE NO OTHER CURRENT APPLICANTS ON FILE.
1. Christopher J. Anuszkiewicz (ah-nis-ke-viks)– 1007 Mandalay Ave., 33767
Landscape Architect
Zip codes of current members:
2 at 33755; 1 at 33759; 1 at 33764; 2 at 33767
Current Categories:
1 Ins. Claims Adjuster
1 Marketing and Graphics
1 Retired/BA Inst. Court Management
1 Retired/BA Political Science
1 Retail
1 Sales/Service – Pres. Carr A/C & Htg. Inc.
Review Approval:
Cover Memo
Item # 18
4-Ar ir
CITY OF CLEARWATER - APPLICATION FOR ADVISORY BWDSI ELP
Name: Christopher J Anuszkiewicz
must be Clearwater resident)
FEB 2 1 2014
Home Address: Office Address:
1007 Mandalay Ave
Clearwater, FL
Telephone: 727-442-2731
Cell Phone: 239-272-7157
Zip 33767
07FICiAl FECORDS
LECISLATHE SPICS DEFT
3000 Gulf to Bay Blvd. Suite 301
Clearwater, FL Zip 33759
Telephone: 727-726-6124
E-mail Address: chnsplacemakerdesignstudlo com
How long a resident of Clearwater? First moved to Clearwater in 1997. Attended the University of
Florida, was employed in another City, and returned to Clearwater in 2010.
Occupation: Landscape Architect Employer: Place Maker Design Studio, LLC
Field of Education: Other Work Experience:
Master's in Business Administration (Univ FL) WilsonMiller,Florida
Bachelor's Degree in Landscape Architecture Walt Disney World, FL
If retired, former occupation:
Community Activities: Air Potato Roundup
Other Interests: Cycling, Running, Swimminq, Spending time with family
Board Service (current and past): Board Preference:
None Community Development Board
Municipal Code Enforcement Board
Additional Comments: I am a business owner in Clearwater. My wife and fare owners / landscape
architects at PlaceMaker Design Studio, LLC. We established the company in Clearwater in 2010.
Signature: Date: z0
See attached list for bo equire financial disclosure at time of appointment. Please return this application
and board questionnaire to the Official Records & Legislative Services Department, P. 0. Box 4748, Clearwater,
FL 33758-4748, or drop off your application at City Hall, 2nd Floor, 112 S. Osceola Avenue.
Note: For boards requiring Clearwater residency, this application must be accompanied by a copy of
one of the following:
Current voter registration within city limits
Valid current Florida Drivers' License issued to an address within city limits
Declaration of Domicile filed with the city clerk affirming residency within city limits
Attachment number 1 \nPage 1 of 2
Item # 18
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities? _
It is my understanding the board's duties and responsibilities include the intention to promote, protect,
and improve the public health, safety, and welfare of the residents in the City of Clearwater. The
board offers an effective, inexpensive way of enforcing codes within the City concerning fire,
Business Tax Receipts, building, zoning, signs, and other City codes.
2. Have you ever observed a board meeting either in person or on C-View, the City's TV station?
Yes.
3. What background and/or qualifications do you have that you feel would qualify you to serve on
this Board?
I've worked in the land development profession for over 10 years providing site planning, master
planning, roadway design, landscape design, irrigation design, urban design, and external hardscape
detailing for large scale projects encompassing thousands of acres to smaller residential sites of 1
acre or less. As part of my job, I regularly refer to City codes and prepare project permit plans for City
and County review.
4. Why do you want to serve on this Board?
I wish to be involved with the City of Clearwater and offer my time and expertise within a City I reside,
work, and care for. I look forward to having the opportunity to be engaged with the City in efforts to
promote, protect, and improve public health, safety, and welfare.
Name: Christopher J. Anuszkiewicz
Board Name: Municipal Code Enforcement Board
Attachment number 1 \nPage 2 of 2
Item # 18
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Schedule a special work session for the purpose of reviewing Public Records and Sunshine Law on Thursday, March 20, 2014.
SUMMARY:
As discussed at the work session, the City Attorney has requested to schedule a workshop with Council
to review public records and sunshine law shortly after the March 11 Election.
Staff estimates the meeting to last approximately two hours. To ensure Council has a break before the
scheduled council meeting on March 20, it is suggested that the work session begin at 3:30 p.m.
Review Approval:
Cover Memo
Item # 19
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
City Manager Verbal Reports
SUMMARY:
Review Approval:
Cover Memo
Item # 20
City Council Agenda
Council Chambers - City Hall
Meeting Date:3/6/2014
SUBJECT / RECOMMENDATION:
Support the Greenlight Pinellas Plan and adopt Resolution 14-06.
SUMMARY:
Council will hear presentations before approving the agenda item.
· Greenlight Pinellas – Brad Miller, Don Ewing (10 minutes)
· No Tax for Tracks – Barbara Haselden (10 minutes)
Review Approval:
Cover Memo
Item # 21
Resolution No. 14-06
RESOLUTION NO. 14-06
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF CLEARWATER IN
SUPPORT OF THE GREENLIGHT
PINELLAS PLAN; AND PROVIDING FOR
AN EFFECTIVE DATE.
WHEREAS, the Greenlight Pinellas Plan (the "Plan") presents a vision and an
implementable program of projects for improving public transportation for all
residents, businesses and visitors throughout Pinellas County through the
multimodel elements of Rail and Bus, as well as Transit Supportive Land Use
Concepts to be administered by local governments and through the countywide
planning process; and
WHEREAS, the Plan is designed to improve public transportation for all
residents, businesses and visitors throughout Pinellas County to increase economic
opportunities and jobs, improve growth potential in targeted areas of the county, support
tourism, enhance transportation options for riders and non-riders, encourage property
value recovery and resiliency, and protect our environment and air quality; and
WHEREAS, the public, business leaders, community leaders and local
jurisdictions have been extensively engaged in the development of the Plan for the
benefit of Pinellas County; and
WHEREAS, the Plan has incorporated PSTA's planning elements for the
Bus, Rail, and Transit Supportive Land Use Concepts; and
WHEREAS, the Plan is consistent with, been coordinated with, and is
complementary to, the Pinellas Planning Council's ("PPC") efforts to update its
Countywide Plan by integrating transportation and land use; and
WHEREAS, the Countywide Rules were amended in 2010 to add to the
Transportation Oriented Development category and Transit Station Area Plan
provisions in anticipation of the provision of enhanced public transit within the county;
and
WHEREAS, the Advisory Committee for Pinellas Transportation ("ACPT") is
comprised of the PPC, PSTA, Pinellas County Board of County Commissioners
("BOCC"), Pinellas County Metropolitan Planning Organization and the Tampa Bay
Regional Transportation Authority; and
WHEREAS, the ACPT has undertaken significant review, provided
substantial comments on the development of the Plan , and approved the majority of
the Plan on September 9, 2013, for further review through the Greenlight Pinellas
Attachment number 1 \nPage 1 of 2
Item # 21
2 Resolution No. 14-06
Council, as well as to solicit further input from the public and support from its
component agencies; and
WHEREAS, at the ACPT’s meeting on November 4, 2013, the Plan was further
endorsed; and
WHEREAS, if the voters of Pinellas County approve the November 2014
referendum, the PSTA Board proposes to discontinue the collection of property taxes as
of October 1, 2015, with the collection of sales tax beginning January 1, 2016; and
WHEREAS, on November 20, 2013, PSTA approved the Plan and November
2014 referendum language; and
WHEREAS, the BOCC held a final public hearing on December 10, 2013, to
approve the ballot language.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY
COUNCIL OF THE CITY OF CLEARWATER, FLORIDA:
Section 1. The City Council supports both the Greenlight Pinellas Plan and the
continued efforts to finalize and implement the Plan.
Section 2. This resolution shall take effect immediately upon adoption.
Section 3. The City Clerk is directed to submit a recorded copy of the
Development Agreement to the state land planning agency no later than fourteen (14)
days after the Development Agreement is recorded.
PASSED AND ADOPTED this _______ day of _____________, 2014.
____________________________
George N. Cretekos
Mayor
Approved as to form: Attest:
__________________________ _____________________________
Pamela K. Akin Rosemarie Call
City Attorney City Clerk
Attachment number 1 \nPage 2 of 2
Item # 21
1
Attachment number 2 \nPage 1 of 34
Item # 21
Our Public Bus System PSTA
2
Attachment number 2 \nPage 2 of 34
Item # 21
PSTA is at a Crossroad…
3
Attachment number 2 \nPage 3 of 34
Item # 21
4
Attachment number 2 \nPage 4 of 34
Item # 21
2005 PSTA builds $40 million Facility
Doubling space and expenses,
expanding bus lines
5
Attachment number 2 \nPage 5 of 34
Item # 21
6
Attachment number 2 \nPage 6 of 34
Item # 21
PSTA Raised the taxes on our
homes in 2012 by 30%
Still they continue to
outspend their income
7
Attachment number 2 \nPage 7 of 34
Item # 21
8
Attachment number 2 \nPage 8 of 34
Item # 21
The Blue Line shows the addition
of more bus lines without need
9
Attachment number 2 \nPage 9 of 34
Item # 21
10
Attachment number 2 \nPage 10 of 34
Item # 21
Have You Noticed Empty Buses?
11
Attachment number 2 \nPage 11 of 34
Item # 21
FACT:Pinellas Bus Study 2013
12
Attachment number 2 \nPage 12 of 34
Item # 21
PSTA CEO Brad Miller warns:
“If a new sustainable funding
source is not found, PSTA
services will have to be cut
30% By 2016”
13
Attachment number 2 \nPage 13 of 34
Item # 21
PSTA is at a Crossroad…
14
Attachment number 2 \nPage 14 of 34
Item # 21
15
Attachment number 2 \nPage 15 of 34
Item # 21
Here is the Big Idea
16
Attachment number 2 \nPage 16 of 34
Item # 21
High Speed Vs Light Rail?
High Speed Eurostyle
155 mph
Proposed for Pinellas
Avg. speed less than 20 mph
17
Attachment number 2 \nPage 17 of 34
Item # 21
Greenlight Pinellas “Yes” or “No”?
Will be On Your Ballot November 4th
Massive 14% increase in Pinellas Sales
Tax from 7% to 8%
Highest sales tax in the entire state of Florida
Real Estate Property tax now: $32 million yr
•1 cent Sales Tax Increase: $130 million yr
18
Attachment number 2 \nPage 18 of 34
Item # 21
They are calling it a Tax Swap
“Sales tax to replace the property tax”
An attempt to brand an $100 million
TAX Increase as a Swap.
$130 million for $32 million is a Swap?
“Revenue Neutral” is a Swap.
This is a massive tax grab
19
Attachment number 2 \nPage 19 of 34
Item # 21
Then PSTA will issue Bonds
and seek Federal Grants
By Using the $130 million revenue from the
sales tax as income, they will seek to further
mortgage the taxpayers to the Federal
Government and Bondholders for the Billions
it will take to Build this Mega Project.
20
Attachment number 2 \nPage 20 of 34
Item # 21
21
The Rail Route Map
Attachment number 2 \nPage 21 of 34
Item # 21
But this is more accurate….
22
Attachment number 2 \nPage 22 of 34
Item # 21
Also in the Greenlight Plan:
Bus Rapid Transit (BRT)
with Dedicated Lanes
2 Types of BRT
•Dedicated Lanes take from Cars
•Shared lanes, share with cars..Tampa
23
Attachment number 2 \nPage 23 of 34
Item # 21
24
Attachment number 2 \nPage 24 of 34
Item # 21
PSTA Promotes the message of
Record Ridership on Buses
25
Attachment number 2 \nPage 25 of 34
Item # 21
How does PSTA count Bus Riders?
We hear Reports of Record Bus Ridership of over a
million “rides” per month coming from PSTA
Fact:
A typical trip to the mall from home consists of
three routes with transfers, three to the mall
three home.
1 bus rider goes to the mall and returns home
and racks up 6 rides in one trip!
1 rider = 6 rides
26
Attachment number 2 \nPage 26 of 34
Item # 21
Pinellas County
according to 2010 US Census
•Commuting to work:
Percent using public transportation: 1.6%
Car, Truck or Van alone or carpool: 89.2%
•Average Commute Time to work: 23 minutes
27
Attachment number 2 \nPage 27 of 34
Item # 21
Pinellas Milestone
1-275 Connector Solves County Transit
28
Attachment number 2 \nPage 28 of 34
Item # 21
29
"The newly announced I-275 connector in
Pinellas to be started in 2017 does not
contemplate any involvement with a light
rail system.In fact, it would help leverage
the assets we already have in Pinellas
County and work well with expanding Bus
Rapid Transit and managed lanes and
steer our conversation away from light rail
and all the huge costs of a light rail
system.Once this connector is completed
you will be able to travel from the Sunshine
skyway bridge to north of Countryside Mall
without a stop light.This will be a game
changer in Pinellas County
transit."
Senator Jeff Brandes,
Chairman of the Florida Senate
Transportation Committee.
Feb 18, 2014
Attachment number 2 \nPage 29 of 34
Item # 21
Pinellas
Just No Need
30
Attachment number 2 \nPage 30 of 34
Item # 21
Save the bus system for those that depend on
public transportation.
Cut 30% budget, staff, low performing routes Now!
31
Attachment number 2 \nPage 31 of 34
Item # 21
November 2014 you will have to
make a choice when you vote
…..Or not!
32
$100 million tax increase…..
Attachment number 2 \nPage 32 of 34
Item # 21
Go to NoTaxForTracks.com
•Yard sign
•Make a donation
•Sign on to help
33
Attachment number 2 \nPage 33 of 34
Item # 21
Vote No to Greenlight Pinellas
Thank You
34
Attachment number 2 \nPage 34 of 34
Item # 21
PSTA builds their campaign on False Premise of Pinellas Population Trends
PSTA represents that another 200,000 people are expected to move into Pinellas County
over the next 25 years, a whopping 20 percent increase, in building their case for exploding
the size of public transit and increasing our sales tax to pay for it.
Yet we lost population over the last decade and the most recent forecasts show stagnant
growth for Pinellas is projected. Here are the University of Florida population estimates for
Pinellas from their Florida Bureau of Economic and Business Research link above:
2012 2015 2020 2025 2030 2035 2040
PINELLAS 920,381
Low 865,700 839,400 812,800 786,000 759,000 731,800 Loss of 188,581
Medium 921,000 922,400 923,600 924,700 925,600 926,400 Increase of 6,019
High 976,300 1,005,400 1,034,500 1,063,400 1,092,200 1,120,900 Increase of 171,189
The study states the medium forecast is probably the most accurate showing an increase of
base population of just 6019 people in Pinellas is expected. Is a stagnant population growth
over the next 25 years in Pinellas a warning sign about building a high cost light rail
system?
Attachment number 3 \nPage 1 of 1
Item # 21
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Item # 21
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Item # 21
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Attachment number 4 \nPage 7 of 13
Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Item # 21
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Attachment number 5 \nPage 7 of 12
Item # 21
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Attachment number 5 \nPage 8 of 12
Item # 21
Attachment number 5 \nPage 9 of 12
Item # 21
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Attachment number 5 \nPage 10 of 12
Item # 21
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Attachment number 5 \nPage 11 of 12
Item # 21
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Attachment number 5 \nPage 12 of 12
Item # 21