04/21/2016Thursday, April 21, 2016
6:00 PM
City of Clearwater
City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
Council Chambers
City Council
Meeting Agenda
April 21, 2016City Council Meeting Agenda
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 cell phones and other electronic devices during the meeting.
1. Call to Order
2. Invocation
3. Pledge of Allegiance
4. Special recognitions and Presentations (Proclamations, service awards, or
other special recognitions. Presentations by governmental agencies or groups
providing formal updates to Council will be limited to ten minutes.)
4.1
April Service Awards
4.2 Nall Lumber Company Day Proclamation - Carroll Nall and family
4.3 Arbor Day Proclamation - Jim Halios, P&R Department
4.4 Civitan Awareness Month Proclamation - David Seabrooks, Civitan
International
4.5 Drinking Water Week is May 1 - 7, 2016 Proclamation - David Porter, Public
Utilities Director
4.6 National Landscape Architecture Month Proclamation - John Del Vitto,
American Society of Landscape Architecture (Tampa Chapter)
4.7 City Employee Basketball League Award Presentation - Regina Novak, P&R
5. Approval of Minutes
5.1 Approve the minutes of the April 7, 2016 City Council Meeting and the March
30, 2016 Special City Council Meeting as submitted in written summation by
the City Clerk.
6. Citizens to be heard re items not on the agenda
Page 2 City of Clearwater Printed on 4/21/2016
April 21, 2016City Council Meeting Agenda
7. Consent Agenda
The Consent Agenda contains normal, routine business items that are
very likely to be approved by the City Council by a single motion. These
items are not discussed, and may all be approved as recommended on
the staff reports. Council questions on these items were answered prior
to the meeting. The Mayor will provide an opportunity for a
Councilmember or a member of the public to ask that an item be pulled
from the Consent Agenda for discussion. Items pulled will receive
separate action. All items not removed from the Consent Agenda will be
approved by a single motion of the council.
7.1 Approve a contract (purchase order) with APG Electric, Inc. for services
necessary for the City’s compliance with the requirements of the National Fire
Protection Association Standard, NFPA 70E, Handbook for Electrical Safety in
the Workplace, 2015 edition, price not to exceed $530,219; and authorize the
appropriate officials to execute same. (consent)
7.2 Approve an annual blanket purchase order (contract) to Florida Gas
Contractors, Inc., in the amount of $3,700,000, with the option for two,
one-year term extensions to provide the installation of natural gas mains and
service lines (ITB 11-16), and authorize the appropriate officials to execute
same. (consent)
7.3 Approve a construction agreement with CSX Transportation of Jacksonville,
Florida in the amount of $374,644.00 for the establishment of a quiet zone
along the CSX railroad line between Lakeview Road and Drew Street and
authorize the appropriate officials to execute same. (consent)
7.4 Approve Change Order 1 to Layne Inliner, LLC for Sewer Cleaning and
Televising Inspection in the amount of $840,000; Change Order 1 to Hinterland
Group, Inc. for Trenchless Repairs of the Sanitary Sewer Collection System in
the amount of $360,000 and authorize the appropriate officials to execute
same. (consent)
7.5 Approve the Contract for Purchase of Real Property by the City of Clearwater
(Purchase Contract) of certain real property owned by Clearwater Christian
College Private School, Inc. and Easterland Properties, LLC, with a purchase
price of $1,360,000 and total expenditures not to exceed $1,400,000 and
authorize the appropriate officials to execute same, together with all other
instruments required to affect closing. (consent)
7.6 Approve a work order to Engineer- of- Record (EOR) Brown and Caldwell of
Tampa, FL in the amount of $178,849 for engineering services associated with
the Marshall Street Water Reclamation Facility (WRF) Odor Control System
and authorize the appropriate officials to execute same. (consent)
Page 3 City of Clearwater Printed on 4/21/2016
April 21, 2016City Council Meeting Agenda
7.7 Approve the First Amendment to the agreement between the City of
Clearwater and the Clearwater Ferry Services, Inc. (FERRY) extending the
Time of Performance for the reimbursement through July 4, 2016 at no
additional cost to the City and authorize the appropriate officials to execute
same. (consent)
7.8 Approve a work order to Engineer of Record (EOR) Tetra Tech, Inc. in the
amount of $99,980 for the Reclaimed Booster Pump Station Chlorine Control
Improvements Project (16-0001-UT) and authorize the appropriate officials to
execute same. (consent)
7.9 Award a contract for professional services pursuant to Request for Proposals
(RFP) 04-16 to HR and A Advisors, Inc. for the Imagine Clearwater: Downtown
Waterfront Master Plan Project as described in the Scope of Services for a
lump sum fee of $378,000, and authorize the appropriate officials to execute
same. (consent)
7.10 Approve a Blanket Purchase Order (contract) to Water Specialists
Technologies LLC of Sanford, FL in the amount of $183,700.00 for the
purchase of copper precipitant TR-50 for a one-year period, May 1, 2016
through April 30, 2017, and authorize the appropriate officials to execute
same. (consent)
7.11 Approve an annual blanket purchase order (contract) to H and H Liquid Sludge
Disposal, Inc. of Branford, FL, in the annual amount of $596,400.00, with the
option for two, one-year term extensions for the purchase of biosolids services
(ITB 21-16), and authorize the appropriate officials to execute same. (consent)
7.12 Reappoint Denise L. Rosenberger to the Airpark Advisory Board with a term to
expire April 30, 2020. (consent)
7.13 Appoint Kristin Langley to the Parks and Recreation Board to fill the remainder
of an unexpired term through May 31, 2018. (consent)
7.14 Appoint councilmembers as representatives to serve on Regional and
Miscellaneous Boards. (consent)
7.15 Request authority to institute a civil action on behalf of the City against
Gulfcoast Concrete Service, Inc. to recover $704.36 for damages to city
property. (consent)
7.16 Request for authority to institute a civil action on behalf of the City against
Malcolmson Construction Company, Inc. to recover $1,692.42 for damages to
city property. (consent)
7.17 Request for authority to institute a civil action on behalf of the City against
Salser Construction, LLC to recover $7,671.23 for damages to city property.
(consent)
Page 4 City of Clearwater Printed on 4/21/2016
April 21, 2016City Council Meeting Agenda
7.18 Request for authority to institute a civil action on behalf of the City against
GopowerFree, LLC to recover $565.09 for damages to city property. (consent)
7.19 Request for authority to settle the case of Bernadette Dean vs. City of
Clearwater Case No. 14-009368-CI for $100,000. (consent)
Public Hearings - Not before 6:00 PM
8. 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
8.1 Approve the annexation, initial Future Land Use Map designation of
Residential Estate (RE) and initial Zoning Atlas designation of Low Density
Residential (LDR) District for 1790 McCauley Road; and pass Ordinances
8865-16, 8866-16 and 8867-16 on first reading. (ANX2016-02004)
8.2 Approve the annexation, initial Future Land Use Map designation of
Residential Low (RL) and initial Zoning Atlas designation of Low Medium
Density Residential (LMDR) District for 2109 Burnice Drive and 2173, 2174,
and 2185 Bell Cheer Drive; and pass Ordinances 8871-16, 8872-16 and
8873-16 on first reading. (ANX2016-02006)
8.3 Approve the annexation, initial Future Land Use Map designation of
Residential Low (RL) and initial Zoning Atlas designation of Low Medium
Density Residential (LMDR) District for 1635 Sherwood Street; together with
certain right-of-way of Lynn Avenue; and pass Ordinances 8868-16, 8869-16
and 8870-16 on first reading. (ANX2016-02005)
Page 5 City of Clearwater Printed on 4/21/2016
April 21, 2016City Council Meeting Agenda
8.4 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 1216 Aloha Lane, 1310 Idlewild Drive,
1915 Macomber Avenue, 2047 and 2049 Poinsetta Avenue, 1273 Sedeeva
Circle North, 1209 and 1212 Sheridan Road and 1227 Union Street as well as
Preservation (P) Future Land Use Map designation and Preservation (P)
Zoning Atlas designation for 1915 Macomber Avenue; together with certain
Aloha Lane, Douglas Avenue, Sheridan Road, Union Street and Poinsetta
Avenue right-of-way; and pass Ordinances 8847-16, 8848-16 and 8849-16 on
first reading. (ATA2016-02001)
8.5 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 2040 Poinsetta Avenue, 1208 and 1210
Sunset Point Road; together with certain Sunset Point Road and Douglas
Avenue right-of-way; and pass Ordinances 8850-16, 8851-16 and 8852-16 on
first reading. (ATA2016-02002)
8.6 Approve the annexation, initial Future Land Use Map designation of
Residential Urban (RU) for 1224 Sunset Point Road and initial Zoning Atlas
designation of Low Medium Density Residential (LMDR) District; together with
certain Sunset Point Road right-of-way; and pass Ordinances 8853-16,
8854-16 and 8855-16 on first reading. (ATA2016-02003)
8.7 Approve the annexation, initial Future Land Use Map designation of
Residential Low (RL) and initial Zoning Atlas designation of Low Medium
Density Residential (LMDR) District for 1712 Grove Drive; and pass
Ordinances 8897-16, 8898-16 and 8899-16 on second reading.
(ANX2014-10021)
8.8 Approve the annexation, initial Future Land Use Map designation of
Residential Low (RL) and initial Zoning Atlas designation of Low Medium
Density Residential (LMDR) District for 1484 Grove Circle Court; and pass
Ordinances 8874-16, 8875-16 and 8876-16 on first reading. (ANX2016-02007)
8.9 Approve a request for termination of a Development Agreement as amended
between the City of Clearwater and Clearwater Christian Private School Inc.;
authorize the City Council and all appropriate officials to execute the
Termination and Release of the Development Agreement as Amended; and
adopt Resolution 16-05.
Page 6 City of Clearwater Printed on 4/21/2016
April 21, 2016City Council Meeting Agenda
8.10 Approve a Future Land Use Map Amendment from the Institutional (I),
Preservation (P), Recreation/Open Space (R/OS), and Water/Drainage
Feature designations to the Institutional (I), Commercial General (CG),
Preservation (P), Recreation/Open Space (R/OS), Residential Low (RL), and
Water/Drainage Feature designations for property located at 3400 Gulf-to-Bay
Boulevard; and pass Ordinance 8895-16 on first reading. (LUP2016-03003)
8.11 Approve a Zoning Atlas Amendment from the Institutional (I), Preservation (P),
and Open Space/Recreation (OS/R) Districts to the Institutional (I),
Commercial (C), Preservation (P), Low Density Residential (LDR), and Open
Space/Recreation (OS/R) Districts for property located at 3400 Gulf-to-Bay
Boulevard; and pass Ordinance 8896-16 on first reading. (REZ2016-03003)
9. City Manager Reports
9.1 Approve a scope of services for AECOM as Engineer of Record for the design,
engineering and production of construction documents and all related design
services for permitting for specified tasks identified in the Clearwater North
Marina Area Master Plan.
9.2 Approve a Lease (No. 520010893) with the Board of Trustees of the Internal
Improvement Trust Fund (TIIF) of the State of Florida for use of sovereign
submerged lands beneath Pier 60 through April 1, 2021, authorize the
appropriate officials to execute same, and adopt Resolution 16-11.
9.3 Reschedule the June 2, 2016 Council Meeting to Wednesday, June 1, 2016 at
6:00 p.m. and cancel the May 31 work session scheduled at 1:00 p.m.
10. City Attorney Reports
11. Closing comments by Councilmembers (limited to 3 minutes)
12. Closing Comments by Mayor
13. Adjourn
Page 7 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2297
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.1
SUBJECT/RECOMMENDATION:
April Service Awards
SUMMARY:
35 Years of Service
Mark Smyth Fire
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2363
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.2
SUBJECT/RECOMMENDATION:
Nall Lumber Company Day Proclamation - Carroll Nall and family
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2334
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.3
SUBJECT/RECOMMENDATION:
Arbor Day Proclamation - Jim Halios, P&R Department
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2354
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.4
SUBJECT/RECOMMENDATION:
Civitan Awareness Month Proclamation - David Seabrooks, Civitan International
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2355
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.5
SUBJECT/RECOMMENDATION:
Drinking Water Week is May 1 - 7, 2016 Proclamation - David Porter, Public Utilities Director
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2356
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.6
SUBJECT/RECOMMENDATION:
National Landscape Architecture Month Proclamation - John Del Vitto, American Society of
Landscape Architecture (Tampa Chapter)
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2335
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: Special recognitions
and Presentations
(Proclamations, service awards,
or other special recognitions.
Presentations by government
agencies or groups providing
formal updates to Council will
be limited to ten minutes.)
In Control: Council Work Session
Agenda Number: 4.7
SUBJECT/RECOMMENDATION:
City Employee Basketball League Award Presentation - Regina Novak, P&R
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2380
Agenda Date: 4/21/2016 Status: Agenda ReadyVersion: 1
File Type: MinutesIn Control: City Council
Agenda Number: 5.1
SUBJECT/RECOMMENDATION:
Approve the minutes of the April 7, 2016 City Council Meeting and the March 30, 2016 Special
City Council Meeting as submitted in written summation by the City Clerk.
SUMMARY:
APPROPRIATION CODE AND AMOUNT:
USE OF RESERVE FUNDS:
Page 1 City of Clearwater Printed on 4/21/2016
City Council Meeting Minutes April 7, 2016
City of Clearwater
City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
Meeting Minutes
Thursday, April 7, 2016
6:00 PM
Council Chambers
City Council
Page 1 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Roll Call
Present: 5 - Mayor George N. Cretekos, Councilmember Doreen Caudell,
Councilmember Bob Cundiff, Councilmember Hoyt Hamilton and
Councilmember Bill Jonson
Also Present: William B. Horne II – City Manager, Jill S. Silverboard – Assistant City
Manager, Pamela K. Akin - City Attorney, and Rosemarie Call - City
Clerk and 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 Cretekos
The meeting was called to order at 6:00 p.m. at City Hall. 2. Invocation – Fr. James Paris from Holy Trinity Greek Orthodox Church 3. Pledge of Allegiance – Councilmember Jay Polglaze
4. Special recognitions and Presentations (Proclamations, service awards, or
other special recognitions. Presentations by governmental agencies or groups
providing formal updates to Council will be limited to ten minutes.) – Given.
4.1 Farewell to Councilmember Jay Polglaze
Councilmembers thanked former Councilmember Polglaze for his
dedication and service during his term on the City Council.
Vice Mayor Polglaze expressed appreciation to the City and Council. He said
time was Council’s friend and Council was blessed with a laundry list of
opportunities. He reviewed several accomplishments and thanked his wife
and family for their support.
The City Attorney described the Vice Mayor as energetic and robust. The City
Manager said the Vice Mayor’s passion for downtown will keep him involved
going forward.
Frank Hibbard, Brian Aungst, Jr., Zack Thorn and David Loyd expressed their
appreciation for Councilmember Polglaze’s dedication.
Page 2 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016 Zev Buffman presented the Vice Mayor with a framed photo of the Capitol
Theatre.
The Council recessed from 6:23 p.m. to 6:30 p.m.
4.2 Oath of Office to Mayor Cretekos and Councilmembers Caudell and Cundiff
The City Clerk administered the Oath of Office to Mayor Cretekos
and Councilmembers Caudell and Cundiff.
4.3 USCG Air Station Clearwater Awards
Petty Officer First Class Jose Ortiz (Enlisted Person of the Year)
Chief Petty Officer Larry Peranto (Chief Petty Officer of the Year)
Chief Warrant Officer Sean Cox (Officer of the Year)
Lieutenant Commander J. D. Lentine (Department of the Year)
4.4 Esophageal Cancer Awareness Month Proclamation, April 2016 - Stephanie Stutz, Legal Dept.
4.5 Work Zone Safety Awareness Week Proclamation, April 11-15, 2016 - Chuck Lane, Risk Manager
4.6 National Crime Victims' Rights Week Proclamation, April 10-16, 2016 - Yolanda Cowart, Springtime Club 5. Approval of Minutes
5.1 Approve the minutes of the March 17, 2016 City Council Meeting as submitted in
written summation by the City Clerk.
Councilmember Jonson moved to approve the minutes of the
March 17, 2016 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
Martin Hughes supported regularly scheduled town hall style meetings
to ensure meaningful interaction with citizen voters and opposed secret
meetings, backroom deals, or bribes by the governing body.
Page 3 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Serge Baril expressed concerns with parking at Clearwater beach and
suggested implementing additional advertising and signage for the water
ferry. He recommended allowing parking along the causeway on really
busy days.
Lena Basic expressed concerns with vehicular traffic and parking at
Clearwater beach during Spring Break.
7. Consent Agenda – Approved as submitted, less Item 7.5.
7.1 Approve an annual blanket purchase order (contract) to Heath Consultants, Inc., in the
annual amount of $400,000, with the option for two, one-year term extensions to
provide natural gas line locating services (ITB 15-16), and authorize the appropriate
officials to execute same. (consent)
7.2 Approve a purchase order (contract) to Accela, Inc., San Ramon, CA for the period of
April 1, 2016 through March 31, 2017 for software maintenance at a cost not to
exceed $105,268.11 in accordance with Sec. 2.564(1) (b) Code of Ordinances, sole
source, and authorize the appropriate officials to execute same. (consent)
7.3 Approve a contract to Wannemacher Jensen Architects, Inc. (WJA), St. Petersburg,
FL in the amount of $97,718, which includes a 25% contingency, for architectural and
engineering design services required to provide concept designs for the future
development of Crest Lake Park, 201 Glenwood Ave and authorize the appropriate
officials to execute same. (consent)
7.4 Approve the Florida Highway Beautification Council Grant (FHBCG) Landscape,
Construction and Maintenance Memorandum of Agreement between the Florida
Department of Transportation, District 7, and the City of Clearwater for the installation
and maintenance of landscaped medians within the Missouri Avenue corridor
(northern section) and authorize the appropriate officials to execute same. (consent)
7.5 Award a construction contract to David Nelson Construction Co. of Palm Harbor,
Florida, for the Greenlea-Otten Neighborhood Traffic Calming, Roadway and
Stormwater Improvements Project (10-0003-EN) in the amount of $3,071,486.83,
which is the lowest responsible bid received in accordance with plans and
specifications, and authorize the appropriate officials to execute same. (consent)
See below.
7.6 Approve Change Order 1 to Central Florida Contractors, Inc., of Seminole, Florida, for
the 2015 Sidewalk Construction Project (14-0044-EN) in the amount of $138,327.20;
approve a time extension of 120 days for completion of additional work; and authorize
the appropriate officials to execute same. (consent)
Page 4 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
7.7 Approve General Utility Easements over the 400 Block of Cleveland Street, conveyed
to the City by the Property Owner, and authorize the appropriate officials to execute
same. (consent)
7.8 Approve a General Utility Easement over 1650 Elizabeth Lane, conveyed to the City
by the Property Owner, and authorize the appropriate officials to execute same.
(consent)
7.9 Authorize the City Manager to sign Hold Harmless/Indemnification Agreements with
private property owners so that police and fire can conduct programs on the property,
events pertaining to the health, safety and welfare of the public. (consent)
Councilmember Caudell moved to approve the Consent Agenda as
submitted, less Item 7.5, and authorize the appropriate officials to
execute same. The motion was duly seconded and carried
unanimously.
7.5 Award a construction contract to David Nelson Construction Co. of Palm Harbor,
Florida, for the Greenlea-Otten Neighborhood Traffic Calming, Roadway and
Stormwater Improvements Project (10-0003-EN) in the amount of $3,071,486.83,
which is the lowest responsible bid received in accordance with plans and
specifications, and authorize the appropriate officials to execute same. (consent)
This project involves construction of traffic calming features in the
Greenlea-Otten Neighborhood envisioned by community residents at the
Greenlea-Otten Traffic Calming Charrette and supported by a petition signed
by owners of over 65% of the parcels in the project area.
The engineering plans were reviewed for faithfulness to their charrette vision
by residents belonging to the Greenlea-Otten Tech Team at all project
milestones. The Tech Team has kept the neighborhood informed about the
project through personal contact.
Traffic calming features include single lane roundabouts, oval medians, speed
tables, traffic separators, and landscaping. The project also includes
stormwater improvements which consist of reconstruction of 1300 feet of
roadway with a stormwater facility consisting of 1500 feet of storm pipes with
sizes up to 24 inches per pipe.
Work will commence upon award and execution of the contract and will be
completed within 435 calendar days.
Page 5 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Ongoing maintenance of the landscaping, roadway, and sidewalk elements of
the project shall be provided by the Parks and Recreation Department. The
landscaping was designed, with Parks Department input, for low maintenance.
Street signage and pavement markings shall be maintained by the Traffic
Operations Division. The stormwater system shall be maintained by
Engineering’s Stormwater Maintenance Division.
APPROPRIATION CODE AND AMOUNT:
0315-92276-563700-541-000-0000 $ 2,589,738.53
0315-96169-563700-541-000-0000 $ 481,748.30
Sufficient funds are available in capital improvement program projects in
amounts of $2,589,738.53 from 0315-92276, Traffic Calming Program and
$481,748.30 from 315-96169, Stevenson Creek to fund the contract.
In response to questions, Senior Professional Engineer Himanshu Patni said
the charettes were conducted in 2000. The project could be split into a
stormwater project and a traffic calming project. Splitting the project would
require a re-bid and would effect the current pricing based on the quantities
and project overlap that currently exists. There are some serious stormwater
issues and flooding in this area due to the flat grades and lack of stormwater
facilities in most sections of the neighborhood. Mr. Patni said the
department considered available grant opportunities; the grants were
not pursued due to the costs associated with administering the grants.
The project will be paid from the stormwater fees collected. Any
problems associated with speeding would be addressed today with
similar devices and treatments presented during the charettes.
A concern was expressed with the estimated total project cost; it was
suggested that newer creative treatment methods should be considered.
Mr. Patni said initially, the speed tables shown in the design were oval
medians. After further modeling, it was determined that in the north-south
streets, speed tables would avoid additional ponding or flooding. The tech
team has been the primary point of contact with the neighborhood, providing
residents with updates as milestones are reached. The tech team is
comprised of five individuals. There are approximately 500 homes with some
type of traffic device along their street. There are some speed tables that
were installed as part of the interim traffic calming program. The tech team
believes the speed tables should remain and that additional tables should be
installed at Murray Avenue. There are no tables on Linwood Drive. The
traffic calming portion of the project is $2.5 million; the overlap work is
associated with the roadway work and stormwater improvements. If
the projects were separated the stormwater project cost would increase.
There have been some individuals who have opposed the roundabout.
Page 6 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Councilmember Hamilton moved to award a construction contract to
David Nelson Construction Co. of Palm Harbor, Florida, for the
Greenlea-Otten Neighborhood Traffic Calming, Roadway and
Stormwater Improvements Project (10-0003-EN) in the amount of
$3,071,486.83, which is the lowest responsible bid received in
accordance with plans and specifications, and authorize the
appropriate officials to execute same. The motion was duly seconded
and upon the vote being taken:
Ayes: 4 - Mayor Cretekos, Councilmember Cundiff, Councilmember Hamilton,
and Councilmember Jonson
Nays: 1 - Councilmember Caudell
Motion carried.
Public Hearings - Not before 6:00 PM 8. Administrative Public Hearings – None. 9. Second Readings - Public Hearing
9.1 Adopt Ordinance 8789-16 on second reading, annexing certain real property located
on the west side of McMullen Booth Road approximately 1,054 feet south of East
Enterprise Road, which parcel is currently unaddressed, into the corporate limits of the
city and redefining the boundary lines of the city to include said addition.
Item withdrawn. No action taken.
9.2 Adopt Ordinance 8790-16 on second reading, annexing certain real property whose
post office address is 2425 McMullen Booth Road, Clearwater, Florida 33759,
together with certain abutting right-of-way of McMullen Booth Road, into the corporate
limits of the city and redefining the boundary lines of the city to include said addition.
Item withdrawn. No action taken.
9.3 Adopt Ordinance 8828-16 on second reading, annexing certain real property whose
post office address is 3128 Johns Parkway, Clearwater, Florida 33759 together with
all right-of-way of Johns Parkway abutting Lot 2 of Johns Parkway Subdivision, into
the corporate limits of the city and redefining the boundary lines of the city to include
said addition.
Ordinance 8828-16 was presented and read by title only.
Page 7 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Councilmember Cundiff moved to adopt Ordinance 8828-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.4 Adopt Ordinance 8829-16 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 address is 3128 Johns Parkway, Clearwater, Florida
33759, upon annexation into the City of Clearwater, as Residential Urban (RU).
Ordinance 8829-16 was presented and read by title only.
Councilmember Hamilton moved to adopt Ordinance 8829-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.5 Adopt Ordinance 8830-16 on second reading, amending the Zoning Atlas of the city
by zoning certain real property whose post office address is 3128 Johns Parkway,
Clearwater, Florida 33759, upon annexation into the City of Clearwater as Low
Medium Density Residential (LMDR).
Ordinance 8830-16 was presented and read by title only.
Councilmember Jonson moved to adopt Ordinance 8830-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.6 Adopt Ordinance 8839-16 on second reading, annexing certain real property whose
post office address is 2823 St. John Drive, Clearwater, Florida 33759, into the
corporate limits of the city and redefining the boundary lines of the city to include said
addition.
Ordinance 8839-16 was presented and read by title only.
Councilmember Caudell moved to adopt Ordinance 8839-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Page 8 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Councilmember Hamilton, and Councilmember Jonson
9.7 Adopt Ordinance 8840-16 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 address is 2823 St. John Drive, Clearwater, Florida
33759, upon annexation into the City of Clearwater, as Residential Low (RL).
Ordinance 8840-16 was presented and read by title only.
Councilmember Cundiff moved to adopt Ordinance 8840-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.8 Adopt Ordinance 8841-16 on second reading, amending the Zoning Atlas of the city
by zoning certain real property whose post office address is 2823 St. John Drive,
Clearwater, Florida 33759, upon annexation into the City of Clearwater as Low
Medium Density Residential (LMDR).
Ordinance 8841-16 was presented and read by title only.
Councilmember Hamilton moved to adopt Ordinance 8841-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.9 Adopt Ordinance 8842-16 on second reading, annexing certain real properties whose
post office addresses are 2124 and 2125 Bell Cheer Drive and 2143 and 2147
Pleasant Parkway, all within Clearwater, Florida 33764, together with certain
right-of-way of Bell Cheer Drive and all right-of-way of Pleasant Parkway, into the
corporate limits of the city and redefining the boundary lines of the city to include said
addition.
Ordinance 8842-16 was presented and read by title only.
Councilmember Jonson moved to adopt Ordinance 8842-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Page 9 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Councilmember Hamilton, and Councilmember Jonson
9.10 Adopt Ordinance 8843-16 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 2124 and 2125 Bell Cheer Drive and
2143 and 2147 Pleasant Parkway, all within Clearwater, Florida 33764, upon
annexation into the City of Clearwater, as Residential Low (RL) and Preservation (P).
Ordinance 8843-16 was presented and read by title only.
Councilmember Caudell moved to adopt Ordinance 8843-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.11 Adopt Ordinance 8844-16 on second reading, amending the Zoning Atlas of the city
by zoning certain real property whose post office addresses are 2124 and 2125 Bell
Cheer Drive and 2143 and 2147 Pleasant Parkway, all within Clearwater, Florida
33764, upon annexation into the City of Clearwater as Low Medium Density
Residential (LMDR).
Ordinance 8844-16 was presented and read by title only.
Councilmember Cundiff moved to adopt Ordinance 8844-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
9.12 Adopt Ordinance 8883-16 on second reading, amending the Operating Budget for the
Fiscal Year ending September 30, 2016 to reflect increases and decreases in
revenues and expenditures for the General Fund, Special Development Fund, Special
Program Fund, Solid Waste and Recycling Fund, Marine Fund, and Parking Fund.
Ordinance 8883-16 was presented and read by title only.
Councilmember Hamilton moved to adopt Ordinance 8883-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Page 10 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
Councilmember Hamilton, and Councilmember Jonson
9.13 Adopt Ordinance 8884-16 on second reading, amending the Capital Improvement
Budget for the Fiscal Year ending September 30, 2016 to reflect a net increase of
$3,380,879.
Ordinance 8884-16 was presented and read by title only.
Councilmember Jonson moved to adopt Ordinance 8884-16 on
second and final reading. The motion was duly seconded and upon
roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
10. City Manager Reports
10.1 Approve the District Seven Highway Landscape Reimbursement and Maintenance
Memorandum of Agreement between the Florida Department of Transportation and
the City of Clearwater for the installation and maintenance of landscaped medians
within the Missouri Avenue corridor (southern section), authorize the City Manager to
execute all documents related to the agreement, and adopt Resolution 16-09.
The Florida Department of Transportation has notified the City of the award of
up to $99,500 to assist in the development of landscape medians in the
Missouri Avenue corridor from Kingsley Street south to Bayview Drive through
the Highway Landscape program.
The Resource Committee approved applying for the grant at their August 5,
2015 meeting. This project was brought to the City Council for guidance for
project submission at the August 20, 2015 meeting. This project was not
funded through the initial funding proposed through the 2015/16 Florida
Highway Beautification Council Grant (FHBCG), but received award through
the FDOT District 7 reimbursement program.
The award will fund up to $99,500 for the design, purchase, installation and
establishment of plant materials for the 5 medians in the project area.
Although matching is not required by the instrument, the reimbursement will
not fund irrigation, which will be provided in the project.
This section consists of 5 medians, and is estimated to cost approximately
$157,275 or $31,455 per median.
The agreement is for a period of 10 years, with renewal options. If the City
terminates the agreement, the City will be responsible for the removal of the
project.
Page 11 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016
APPROPRIATION CODE AND AMOUNT:
The City's match was provided by a FY14-15 third quarter budget amendment
allocating General Fund reserves in the amount of $190,000 to Capital
Improvement Project 315-93322, Missouri Avenue Median Beautification.
Councilmember Caudell moved to approve the District Seven
Highway Landscape Reimbursement and Maintenance
Memorandum of Agreement between the Florida Department of
Transportation and the City of Clearwater for the installation and
maintenance of landscaped medians within the Missouri Avenue
corridor (southern section), authorize the City Manager to execute
all documents related to the agreement. The motion was duly
seconded and carried unanimously.
Resolution 16-09 was presented and read by title only.
Councilmember Caudell moved to adopt Resolution 16-09. The
motion was duly seconded and upon roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton, and Councilmember Jonson
10.2 Elect Vice Mayor
The Charter requires, at the first meeting in April, the Council to appoint one of
its members as Vice-Mayor.
Councilmember Hamilton moved to elect Councilmember Jonson
to serve as the Vice Mayor. The motion was duly seconded and
carried unanimously.
The City Manager said a confirmed EF-0 tornado moved though the City this
morning with winds reaching 76 mph. 15 structures were effected in the area
of McMullen Booth Road and Drew Street. He said those that received the
weather alert found it helpful and the notification framework that is being
perfected does have some effect.
11. City Attorney Reports – None. 12. Other Council Action – None. Page 12 City of Clearwater Draft
City Council Meeting Minutes April 7, 2016 13. Closing comments by Councilmembers (limited to 3 minutes) Councilmember Caudell cautioned the public regarding hiring unlicensed
general contractors and arborists. She encouraged all to visit the Department
of Professional Regulations website to verify a licensed contractor. She
reported that Senator Latvala was able to secure $500,000 for the Clearwater
Historical Society and encouraged St. Petersburg College and local schools to
support the historical society.
Vice Mayor Jonson thanked Council for the election to Vice Mayor. He
congratulated the Mayor and Councilmember Caudell for their re-election and
said he looked forward to working with Councilmember Cundiff. He said he is
optimistic about the ability of Council to serve and respond to citizens.
Councilmember Hamilton recognized the passing of Dan Carlisle and Dick
Jacobson. They were instrumental and contributed to local charities and
organizations. Clearwater is a better place because of them.
Councilmember Cundiff thanked Council and staff for their help during his first
week. He thanked all who wished him well during this transition. He said
one of his goals is to be a voice for Clearwater, to listen to residents and learn
new ideas.
14. Closing Comments by Mayor
Mayor Cretekos reviewed recent and upcoming events, welcomed Dr.
Cundiff to the City Council, and said the Clearwater City Council is an
open government body that operates in the Sunshine and does not
participate in backroom deals or bribes as alluded earlier. 15. Adjourn
The meeting adjourned at 7:56 p.m.
Mayor
City of Clearwater
Attest
City Clerk
Page 13 City of Clearwater Draft
City Council Meeting Minutes March 30, 2016
City of Clearwater
City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
Meeting Minutes
Wednesday, March 30, 2016
2:30 PM
Special Meeting - FWC Florida Boating Improvement Grant
Council Chambers
City Council
Page 1 City of Clearwater Draft
City Council Meeting Minutes March 30, 2016
Roll Call
Present: 5 - Mayor George N. Cretekos, Councilmember Doreen Caudell,
Councilmember Bob Cundiff, Councilmember Hoyt Hamilton and
Councilmember Bill Jonson
Also Present: William B. Horne II – City Manager, Jill S. Silverboard – Assistant City
Manager, Pamela K. Akin - City Attorney, Rosemarie Call - City Clerk,
and 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 Cretekos
The meeting was called to order at 2:30 p.m. at City Hall. 2. Citizens to be heard re items not on the agenda – None. 3. City Manager Reports
3.1 Authorize the Marine and Aviation Director to apply for and administer the Florida Fish
and Wildlife Conservation Commission (FWC) Florida Boating Improvement Program
(FBIP) Grant on behalf of the City of Clearwater, establish a new Capital Improvement
Project, Seminole Boat Ramp Improvements (315-93425), authorize a mid-year
amendment transferring initial funding of $100,000 from General Fund Reserves, and
adopt Resolution 16-10.
The Marine & Aviation Department desires to apply for a FWC FBIP Grant to
make much needed improvements to the Seminole Boat Ramp parking lot.
The Seminole Boat Ramp is an 8-lane public boat ramp with parking consisting
of 118 truck/trailer spaces and 41 single car spaces, which includes 2 ADA
accessible parking spaces. The Seminole Boat Ramp is one of the largest boat
ramp facilities in the area. It is located less than 10 minutes from Clearwater
pass, providing quick access to the Gulf of Mexico. The boat ramp is so
popular, despite having so many parking spaces; it still reaches capacity on
weekends. Due to the extensive use, the parking lot is in need of milling and
repaving to repair extensive cracking and potholes.
Proposed improvements would include milling and repaving the existing
asphalt boat trailer parking lot and pavement striping estimated at a total cost
of $248,103.00. The parking lot is currently in poor condition. In the past, the
Department has annually patched potholes and applied seal coatings to the
Page 2 City of Clearwater Draft
City Council Meeting Minutes March 30, 2016
parking lot for a temporary fix. With the extensive use, the asphalt in the
parking lot is crumbling and there is widespread cracking with increasing
potholes in size and number. Milling deep enough to stabilize the underlayment
and repaving the parking lot would greatly improve safe public access
removing significant tripping hazards and frequent pothole development.
This project ties into the North Marina Master Plan. If the project is awarded,
the City has agreed to provide a $100,000.00-match to the grant for necessary
landscaping and irrigation, which would be funded through General Fund
Reserves as necessary or appropriate and budgeted for the specific purpose
delineated. The only necessary permit is a general City of Clearwater
construction permit. The City Resource Committee approved applying for the
grant funding on March 24, 2016.
Adoption of Resolution 16-10 will authorize the Marine and Aviation
Department Director to apply for and administer the FBIP Grant on behalf of
the City.
APPROPRIATION CODE AND AMOUNT:
A mid-year budget amendment will provide a transfer of $100,000 from
General Fund Reserves to capital improvement project 315-93425, Seminole
Boat Ramp Improvements to fund the initial cash match for this project.
USE OF RESERVE FUNDS:
Funding for this contract will be provided by a mid-year budget amendment
allocating General Fund reserves in the amount of $100,000 to capital
improvement project 93425, Seminole Boat Ramp Improvements. A net total
of $1,543,646 of General Fund reserves has been used to date to fund
expenditures in the 2015/16 operating budget. The remaining balance in
General Fund reserves is approximately $30.2 million, or 24.2% of the current
General Fund operating budget.
Marine and Aviation Director Bill Morris said the estimated total cost for
landscaping and irrigation is $102,268.65.
In response to questions, Mr. Morris said the project will encompass the
parking area and the apron in front of the ramps. The parking area
needs to be properly stabilized. The proposed visual enhancements to
the area are part of the ULI plan and include landscaping borders and
walkways. The enhancements for the grass lot and a cueing area as
recommended by the ULI study will not be part of this project. The entire
parking area will be milled. The grant application is due tomorrow; the
grant award is expected to occur within three months. Mr. Morris said
staff will come before Council with a grant agreement if awarded.
Page 3 City of Clearwater Draft
City Council Meeting Minutes March 30, 2016
Councilmember Hamilton moved to authorize the Marine and
Aviation Director to apply for and administer the Florida Fish and
Wildlife Conservation Commission (FWC) Florida Boating
Improvement Program (FBIP) Grant on behalf of the City of
Clearwater, establish a new Capital Improvement Project, Seminole
Boat Ramp Improvements (315-93425), authorize a mid-year
amendment transferring initial funding of $100,000 from General
Fund Reserves. The motion was duly seconded and carried
unanimously.
Resolution 16-10 was presented and read by title only.
Councilmember Caudell moved to adopt Resolution 16-10. The
motion was duly seconded and upon roll call, the vote was:
Ayes: 5 - Mayor Cretekos, Councilmember Caudell, Councilmember Cundiff,
Councilmember Hamilton and Councilmember Jonson
4. City Attorney Reports – None. 5. Closing comments by Councilmembers (limited to 3 minutes) – None. 6. Closing Comments by Mayor – None. 7. Adjourn
The meeting adjourned at 2:44 p.m.
Mayor
City of Clearwater
Attest
City Clerk
Page 4 City of Clearwater Draft
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2320
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Finance
Agenda Number: 7.1
SUBJECT/RECOMMENDATION:
Approve a contract (purchase order) with APG Electric, Inc. for services necessary for the
City’s compliance with the requirements of the National Fire Protection Association Standard,
NFPA 70E, Handbook for Electrical Safety in the Workplace, 2015 edition, price not to exceed
$530,219; and authorize the appropriate officials to execute same. (consent)
SUMMARY:
The National Fire Protection Association has produced NFPA 70E, a standard established to
protect electricians from arc flash hazards. A single arc flash incident can cause catastrophic
injury or death. Compliance with NFPA 70E is required by the Occupational Safety and Health
Administration (OSHA). While the City is not regulated by OSHA, the City is voluntarily
compliant with OSHA standards in the interest of employee safety.
City staff has identified a need for a third party expert to assist the City in becoming compliant
with NFPA 70E. The City issued RFP 05-16 on November 10, 2015. Among the five
respondents, the City requested three firms to deliver verbal presentations. APG Electric,
Inc., d.b.a. APG Engineering (APG), was the successful respondent. Their services under the
contract will include an analysis of 4,929 electrical components. Deliverables include the
following:
·Complete Engineering Analysis and Review of electrical distribution systems to include
Short Circuit, Fault Current, Protective Device Coordination Study, and Arc Flash
Analysis with detailed engineering analysis and recommendations by a State of Florida
Certified Professional Engineer
·Prepare report with findings and recommendations
·Provide Arc Flash Hazard label per NFPA-70E
·Training and/or training documentation
·Assist the City with upgrading its electrical safety program
Recommendations to be provided by APG will be aimed at reducing the potential for an arc
flash incident. This contract will provide for each electrical component, with the potential to
produce an arc flash, to be labeled. The label will inform the electrician of the hazard level
and the required personal protective equipment to be used. Ultimately, the service to be
provided by APG under this contract will result in a safer work environment for city electricians
and contractors.
APPROPRIATION CODE AND AMOUNT:
A mid-year amendment will increase the City’s Central Insurance Fund, cost code
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2320
0590-07590-530100-519 (Professional Services) to fund this contract. Offsetting revenues will
be recognized from Central Insurance Fund reserves.
USE OF RESERVE FUNDS:
After appropriation of the above $530,219, remaining available Central Insurance Fund
reserves total $17,320,036.
Page 2 City of Clearwater Printed on 4/21/2016
CONTRACT
THIS CONTRACT, entered into this __________ day of ___________,
2016, by and between the CITY OF CLEARWATER, a Florida municipal
corporation, hereinafter referred to as “City, “ P.O. Box 4748, Clearwater, Florida
33758 and APG Electric, Inc., a Florida Corporation, d.b.a. APG Engineering,
referred to as “APG,” 4825 140th Avenue North, Clearwater, Florida 33762.
WHEREAS, the City is seeking the services of APG with respect to the
City’s compliance with the requirements of the National Fire Protec tion
Association Standard, NFPA 70E, Handbook for Electrical Safety in the
Workplace, 2015 edition (NFPA 70E); and
WHEREAS, APG agrees to provide all services and fulfill all requirements
as fully defined within the City of Clearwater RFP #05-16 for a maximum of 4,929
components of electrical equipment.
NOW THEREFORE, in consideration of the promises stated herein, the
City and APG mutually agree as follows:
1. SCOPE OF PROJECT.
APG agrees to provide Electrical Engineering and other related services
under the terms and conditions set forth in Request for Proposal (RFP) No.05-16,
National Fire Protection Association Standard 70E Compliance , and APG’s
Page 2 of 5
response dated December 9, 2015, and described in attached Exhibit A –
Scope of Work.
2. TIME OF PERFORMANCE.
The initial Contract Term shall commence on April 25, 2016 and end April
25, 2017. This Contract may be extended for an additional period of three
months upon the mutual agreements of the Parties.
3. COMPENSATION.
The City will pay APG a sum not to exceed $530,219 as described in
attached Exhibit B – Fee Schedule, inclusive of all reasonable and necessary
direct expenses. The City may, from time to time, require changes in the scope
of the project of APG to be performed hereunder. Such changes, including any
increase or decrease in the amount of APG’s compensation and changes in the
terms of this Contract which are mutually agreed upon by and between City and
APG shall be effective when incorporated in written amendment to this Contract.
4. METHOD OF PAYMENT.
APG’s invoices shall be submitted to the City for approval for payment on
a Net 30 basis. The City agrees to pay after approval under the terms of the
Florida Prompt Payment Act F.S. 218.70.
The City’s performance and obligation to pay under this Co ntract is
contingent upon an annual appropriation of the City’s budget.
Page 3 of 5
5. NOTICES AND CHANGES OF ADDRESS.
Any notice required or permitted to be given by the provisions of this
Contract shall be conclusively deemed to have been received by a party hereto
on the date it is hand delivered to such party at the address indicated below (or
at such other address as such party shall specify to the other party in writing), or
if sent by registered or certified mail (postage prepaid) on the fifth (5th) business
day after the day on which such notice is mailed and properly addressed.
APG City of Clearwater
Michael Dobbs, Principal Chuck Lane, Risk Manager
4825 140th Avenue North P.O. Box 4748
Clearwater, Florida 33732 Clearwater, Florida 33758
Telephone # (727) 223-0202 Telephone # (727) 562-4655
Facsimile # (727) 530-0045 Facsimile # (727) 562-4659
6. TERMINATION OF CONTRACT.
Termination by the City is pursuant to RFP No. 05-16 Terms and
Conditions.
7. INDEMNIFICATION AND INSURANCE.
APG agrees to comply with all terms, provisions, and requirements
contained in RFP No.05-16 National Fire Protection Association Standard 70E
Compliance, made a part hereof as if said document were fully set forth at length
herein.
Page 4 of 5
8. PROPRIETARY MATERIALS.
Upon termination of this Contract, APG shall transfer, assign and
make available to City or its representatives all property and materials in APG’s
possession belonging to or paid for by the City.
9. INTERESTS OF PARTIES.
APG covenants that its officers, employees and shareholders have no
interest and shall not acquire any interest, direct or indirect, which would conflict
in any manner or degree with the performance and/or provision of services
required under the terms and conditions of this Contract.
10. CONFORMANCE WITH LAWS.
APG agrees to comply with all applicable federal, state and local
laws during the life of this Contract.
11. ATTORNEY FEES.
In the event that either party seeks to enforce this Contract through
attorneys at law, then the parties agree that each party sha ll bear its own
attorney fees and costs.
12. GOVERNING LAW AND VENUE.
The laws of the State of Florida shall govern this Contract, and any action
brought by either party shall lie in Pinellas County, Florida.
Page 5 of 5
IN WITNESS WHEREOF, the parties hereto have executed this Contract
as of the date set forth above.
CITY OF CLEARWATER, FLORIDA
Countersigned:
_______________________ By: ________________________
George N. Cretekos William B. Horne II
Mayor City Manager
Approved as to form: Attest:
_______________________ ____________________________
Paul R. Hull Rosemarie Call
Assistant City Attorney City Clerk
APG ELECTRIC, INC., d.b.a. APG
ENGINEERING
Attest:
__________________________ By: _____________________________
Print Name: ________________ Print Name: ______________________
Secretary Title: ___________________________
EXHIBIT “A”
Scope of Work
The project will include services necessary for the City’s compliance with the
requirements of the National Fire Protection Association Standard, NFPA 70E,
Handbook for Electrical Safety in the Workplace, 2015 edition. APG will perform a
complete equipment inventory/data study by collecting relative data, analyze the results
received, provide the resulting data to the City, provide equipment labels, label the
relevant equipment, and provide training guidance to the City. APG will also assist the
City in developing an Electrical Safety Program.
APG Engineering will provide all services and fulfill all requirements as fully defined
within the City of Clearwater RFP #05-16 Scope of Work, for an estimated 4,929 pieces
of electrical equipment.
Deliverables to include the following:
Complete Engineering Analysis and Review of electrical distribution system to
include Short Circuit, Fault Current, Protective Device Coordination Study, and
Arc Flash Analysis with detailed engineering analysis and recommendations by a
State of Florida Certified Professional Engineer
Prepare report with findings and recommendations
Provide Arc Flash Hazard labels per NFPA-70E
Training and/or training documentation
Owner shall be responsible for furnishing access to facilities during normal business
hours for gathering pertinent information and/or applying labels to equipment. Owner
shall also provide access to all available electrical plans and power diagrams necessary
to complete the arc flash risk assessment. The arc flash risk assessment is a
representation of the incident energy levels based on existing conditions. Any change to
the power system (circuit breaker settings, adding major equipment, etc.) will affect the
incident energy levels/PPE requirements of the arc flash risk assessment. Recognizing
that the study is based upon the validity of the power system study at a given point in
time, all changes to the power system after APG Engineering begins their work will be
considered a “Change In Service” and subject to additional fee to modify/re -evaluate the
arc flash risk assessment.
EXHIBIT “B”
Fee Schedule
Based on the scope of work as described above to perform services on 4,929 electrical components, APG
Engineering’s fee is a lump sum not-to-exceed, all-inclusive price of Five Hundred Four Thousand Nine
Hundred Seventy Dollars ($504,970.00). This lump sum shall be adjusted upward pro rata if the scope
increases from the above. The contract price of $530,219 contains a 5% contingency should the actual
electrical component count increase above 4,929 during the life of the Contract. Should the actual
electrical component count decrease below 4,929 during the life of the Contract, this lump sum shall be
adjusted downward accordingly.
APG’s fee has been assembled as follows:
For hourly work, or work considered "Change in Service", APG Engineering will be reimbursed on an
hourly basis at the rates indicated below:
Principal: $230
Project Manager/Senior Engineer: $185
Engineer/Senior Designer: $165
Designer: $125
CAD Operator: $95
Administrative: $75
APG’s original fee of $421,145.00, as proposed in APG’s response to RFP #05-16, was based on the
estimated 4,106 electrical components provided by the City of Clearwater. The adjusted fee of
$504,970.00 reflects the increase in scope to an estimated 4,929 electrical components. This adjusted
fee is based on the following:
Fixed Fee for Engineering Services: $3,050
Fee per estimated electrical component: $101.83
APG recognizes that analysis of electrical components of less than 151 Volts AC may incur a
cost of less than $101.83 per component. For invoicing purposes, APG will calculate the
price of assessing such components accordingly.
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2321
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Gas System
Agenda Number: 7.2
SUBJECT/RECOMMENDATION:
Approve an annual blanket purchase order (contract) to Florida Gas Contractors, Inc., in the
amount of $3,700,000, with the option for two, one-year term extensions to provide the
installation of natural gas mains and service lines (ITB 11-16), and authorize the appropriate
officials to execute same. (consent)
SUMMARY:
Florida Gas Contractors (FGC), Inc., located at PO Box 280, Dade City FL 33526, was the
lowest and most responsive bidder for Invitation to Bid (ITB) 11-16. FGC currently holds the
contract for the installation of gas mains and service lines and has performed satisfactory
work for Clearwater Gas System (CGS) over the last year. FGC has also provided a
Performance Bond and Proof of Insurance for the period April 1, 2016 through March 31,
2017.
APPROPRIATION CODE AND AMOUNT:
CGS has budgeted funds available in account codes 315-96378-563800 ($1,850,000) Pasco
New Mains and Service Lines and 315-96377-563800 ($1,850,000) Pinellas New Mains and
Service Lines.
USE OF RESERVE FUNDS:
N/A
Page 1 City of Clearwater Printed on 4/21/2016
v. 11/2015 Purchasing Office
100 S Myrtle Ave
Clearwater FL 33756-5520
PO Box 4748 33758-4748
INVITATION TO BID
Installation of Natural Gas Main, Service Lines, and House Piping
# 11 -16
February 4, 2016
NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Clearwater (City) until 10:00
A.M., Local Time, March 3, 2016 to provide Installation of Natural Gas Main, Service Lines, and
House Piping.
Brief Description: The Clearwater Gas System (CGS) seeks qualified bidders to provide all labor,
materials, incidental items and equipment necessary for Installation of Natural Gas Main, Service Lines,
and House Piping Services.
Bids must be in accordance with the provisions, specifications and instructions set forth herein and will be
received by Purchasing until the above noted time, when they will be publicly acknowledged and
accepted.
Bid packets, any attachments and addenda are available for download at
http://www.myclearwater.com/apps20/cityprojects/invitationtobid.aspx.
Please read the entire solicitation package and submit the bid in accordance with the instructions. This
document (less this invitation and the instructions) and any required response documents, attachments,
and submissions will constitute the bid.
Questions concerning this solicitation should be directed , IN WRITING, to the following project contacts or
their designees:
Issued by:
Alyce Benge, CPPO, C.P.M.
Purchasing Manager
City of Clearwater
Questions concerning this solicitation should be directed, IN WRITING, to:
Alyce Benge, CPPO, C.P.M.
Purchasing Manager
Finance Department
Fax: 727-562-4535
AlyceBenge@myclearwater.com
INSTRUCTIONS
Natural Gas Line Installation 2 ITB # 11-16
i.1 VENDOR QUESTIONS: All questions regarding the contents of this solicitation, and solicitation
process (including requests for ADA accommodations), shall be directed solely to the Purchasing
Manager. Questions should be submitted in writing via letter, fax or email. Questions received
less than seven (7) calendar days prior to the due date and time may be answered at the
discretion of the City.
i.2 ADDENDA/CLARIFICATIONS: Any changes to the specifications will be in the form of an
addendum. Addenda are posted on the City website and mailed to those who register on the City
website when downloading solicitations no less than seven (7) days prior to the Due Date.
Vendors are cautioned to check the Purchasing Website for addenda and clarifications
prior to submitting their bid. The City cannot be held responsible if a vendor fails to receive
any addenda issued. The City shall not be responsible for any oral changes to these
specifications made by any employees or officer of the City. Failure to acknowledge receipt of an
addendum may result in disqualification of a bid.
i.3 VENDOR CONFERENCE / SITE VISIT: Yes No
Mandatory Attendance: Yes No
If so designated above, attendance is mandatory as a condition of submitting a bid. The
conference/site visit provides interested parties an opportunity to discuss the City's needs,
inspect the site and ask questions. During any site visit you must fully acquaint yourself with the
conditions as they exist and the character of the operations to be conducted under the resulting
contract.
i.4 DUE DATE & TIME FOR SUBMISSION AND OPENING:
Date: March 3, 2016
Time: 10:00 A.M. (Local Time)
The City will open all bids properly and timely submitted, and will record the names and other
information specified by law and rule. All bids become the property of the City and will not be
returned except in the case of a late submission. Respondent names, as read at the bid opening,
will be posted on the City website. Once a notice of intent to award is posted or 30 days from day
of opening elapses, whichever occurs earlier, bids are available for inspection by contacting
Purchasing. .
i.5 BID FIRM TIME: 90 days from Opening
Bid shall remain firm and unaltered after opening for the number of days shown above. The City
may accept the bid, subject to successful contract negotiations, at any time during this time.
i.6 BID SECURITY: Yes 100% of annual bid amount
If so designated above, a bid security in the amount specified must be submitted with the bid. The
security may be submitted in any one of the following forms: an executed surety bond issued by a
firm licensed and registered to transact such business with the State of Florida ; cash; certified
check, or cashier's check payable to the City of Clearwater (personal or company checks are not
acceptable); certificate of deposit or any other form of deposit issued by a financial institution and
acceptable to the City. Such bid security shall be forfeited to the City of Clearwater should the
bidder selected fail to execute a contrac t when requested.
PERFORMANCE SECURITY: Yes $ 0.00 No
If required herein, the Contractor, simultaneously with the execution of the Contract, will be
required to furnish a performance security. The security may be submitted in one -year increments
and in any one of the following forms: an executed surety bond issued by a firm licensed and
registered to transact such business with the State of Florida; cash; certified check, cashier's
check or money order payable to the City of Clearwater (personal and company checks are not
acceptable); certificate of deposit or any other form of deposit issued by a financial institution and
acceptable to the City. If the Contractor fails or refuses to fully comply with the terms and
INSTRUCTIONS
Natural Gas Line Installation 3 ITB # 11-16
conditions of the contract, the City shall have the right to use all or such part of said security as
may be necessary to reimburse the City for loss sustained by reason of such breach. The
balance of said security, if any, will be returned to Contractor upon the expiration or termination of
the contract.
i.7 SUBMIT BIDS TO: Use label at the end of this solicitation package
City of Clearwater
Attn: Purchasing
100 S Myrtle Ave, 3rd Floor, Clearwater FL 33756-5520
or
PO Box 4748, Clearwater, FL 33758-4748
Bids will be received at this address. Bidders may mail or hand-deliver bids. E-mail or fax
submissions will not be accepted.
No responsibility will attach to the City of Clearwater, its employees or agents for premature
opening of a bid that is not properly addressed and identified.
i.8 LATE BIDS. The bidder assumes responsibility for having the bid delivered on time at the place
specified. All bids received after the date and time sp ecified shall not be considered and will be
returned unopened to the bidder. The bidder assumes the risk of any delay in the mail or in
handling of the mail by employees of the City of Clearwater, or any private courier, regardless
whether sent by mail or by means of personal delivery. You must allow adequate time to
accommodate all registration and security screenings at the delivery site. A valid photo I.D. may
be required. It shall not be sufficient to show that you mailed or commenced delivery before the
due date and time. All times are Clearwater, Florida local times. The bidder agrees to accept the
time stamp in the City Purchasing Office as the official time.
i.9 COMMENCEMENT OF WORK. If bidder begins any billable work prior to the City’s final
approval and execution of the contract, bidder does so at its own risk.
i.10 RESPONSIBILITY TO READ AND UNDERSTAND. Failure to read, examine and understand
the solicitation will not excuse any failure to comply with the requirements of the solicitation or any
resulting contract, nor shall such failure be a basis for claiming additional compensation. If a
vendor suspects an error, omission or discrepancy in this solicitation, the vendor must
immediately and in any case not later than seven (7) business days in advance of the due date
notify the contact on page one (1). The City is not responsible for and will not pay any costs
associated with the preparation and submission of the bid. Bidders are cautioned to verify their
bids before submission, as amendments to or withdrawal of bids submitted after time specified for
opening of bids may not be considered. The City will not be responsible for any bidder errors or
omissions.
i.11 FORM AND CONTENT OF BIDS. Unless otherwise instructed or allowed, bids shall be submitted
on the forms provided. An original and the designated number of copies of each bid are required.
Bids, including modifications, must be submitted in ink, typed, or printed form and signed by an
authorized representative. Please line through and initial ra ther than erase changes. If the bid is
not properly signed or if any changes are not initialed, it may be considered non -responsive. In
the event of a disparity between the unit price and the extended price, the unit price shall prevail
unless obviously in error, as determined by the City. The City may require that an electronic copy
of the bid be submitted. The bid must provide all information requested and must address all
points. The City does not encourage exceptions. The City is not required to g rant exceptions
and depending on the exception, the City may reject the bid.
i.12 SPECIFICATIONS. Technical specifications define the minimum acceptable standard. When the
specification calls for “Brand Name or Equal,” the brand name product is acceptable. Alternates
will be considered upon demonstrating the other product meets stated specifications and is
equivalent to the brand product in terms of quality, performanc e and desired characteristics.
INSTRUCTIONS
Natural Gas Line Installation 4 ITB # 11-16
Minor differences that do not affect the suitability of the supply or service for the City’s needs may
be accepted. Burden of proof that the product meets the minimum standards or is equal to the
brand name, product, is on the bidder. The City reserves the right to reject bids that the City
deems unacceptable.
i.13 MODIFICATION / WITHDRAWAL OF BID. Written requests to modify or withdraw the bid
received by the City prior to the scheduled opening time will be accepted and will be corrected
after opening. No oral requests will be allowed. Requests must be addressed and labeled in the
same manner as the bid and marked as a MODIFICATION or WITHDRAWAL of the bid.
Requests for withdrawal after the bid opening will only be granted upon proof of undue hardship
and may result in the forfeiture of any bid security. Any withdrawal after the bid opening shall be
allowed solely at the City’s discretion.
i.14 DEBARMENT DISCLOSURE. If the vendor submitting this bid has been debarred, suspended,
or otherwise lawfully precluded from participating in any public procurement activity, including
being disapproved as a subcontractor with any federal, state, or local government, or if any such
preclusion from participation from any public procurement activity is currently pending, the bidder
shall include a letter with its bid identifying the name and address of the governmental unit, the
effective date of this suspension or debarment, the duration of the suspension or debarment, and
the relevant circumstances relating the suspension o r debarment.
i.15 RESERVATIONS. The City reserves the right to reject any or all bids or any part thereof; to rebid
the solicitation; to reject non-responsive or non-responsible bids; to reject unbalanced bids; to
reject bids where the terms, prices, and/or awards are conditioned upon another event; to reject
individual bids for failure to meet any requirement; to award by item, part or portion of an item,
group of items, or total; to make multiple awards; to waive minor irregularities, defects, omissions,
technicalities or form errors in any bid. The City may seek clarification of the bid from bidder at
any time, and failure to respond is cause for rejection. Submission of a bid confers on bidder no
right to an award or to a subsequent contract. The City is charged by its Charter to make an
award that is in the best interest of the City. All decisions on compliance, evaluation, terms and
conditions shall be made solely at the City’s discretion and made to favor the City. No binding
contract will exist between the bidder and the City until the City executes a written contract or
purchase order.
i.16 OFFICIAL SOLICITATION DOCUMENT. Changes to the solicitation document made by a
bidder may not be acknowledged or accepted by the City. Award or execution of a contra ct does
not constitute acceptance of a changed term, condition or specification unless specifically
acknowledged and agreed to by the City. The copy maintained and published by the City shall be
the official solicitation document.
i.17 COPYING OF BIDS. Bidder hereby grants the City permission to copy all parts of its bid,
including without limitation any documents and/or materials copyrighted by the bidder. The City’s
right to copy shall be for internal use in evaluating the proposal.
i.18 CONTRACTOR ETHICS. It is the policy of the City to promote courtesy, fairness, impartiality,
integrity, service, professionalism, economy, and government by law in the Procurement process.
The responsibility for implementing this policy rests with each individual who participate s in the
Procurement process, including Respondents and Contractors.
To achieve the purpose of this Article, it is essential that Respondents and Contractors doing
business with the City also observe the ethical standards prescribed herein. It shall be a breach
of ethical standards to:
a. Exert any effort to influence any City employee or agent to breach the standards of ethical
conduct.
b. Intentionally invoice any amount greater than provided in Contract or to invoice for Materials
or Services not provided.
c. Intentionally offer or provide sub -standard Materials or Services or to intentionally not comply
with any term, condition, specification or other requirement of a City Contract.
INSTRUCTIONS
Natural Gas Line Installation 5 ITB # 11-16
i.19 GIFTS. The City will accept no gifts, gratuities or advertising products from bidders or
prospective bidders and affiliates. The City may request product samples from vendors for
product evaluation.
i.20 PROTESTS AND APPEALS. If a Respondent believes there is a mistake, impropriety, or defect
in the solicitation, believes the City improperly rejected its proposal, and/or believes the selected
proposal is not in the City’s best interests, the Respondent may submit a written protest. All
protests and appeals are governed by the City of Clearwater Purchasing Policy and Procedures.
If any discrepancy exists between this Section and the Purchasing Policy, the language of the
Purchasing Policy controls.
Protests based upon alleged mistake, impropriety, or defect in a solicitation that is apparent
before the bid opening must be filed with the Procurement Officer no later than five (5) business
days before Bid Opening. Protests that only become apparent after the Bid Opening must be
filed within ten (10) business days of the alleged violation of the applicable purcha sing ordinance.
The complete protest procedure can be obtained by contacting Purchasing.
ADDRESS PROTESTS TO:
Alyce Benge, CPPO, C.P.M.
Purchasing Manager
100 S. Myrtle Ave., 3rd Floor
Clearwater, FL 33756-5520
or
PO Box 4748
Clearwater, FL 33758-4748
INSTRUCTIONS – EVALUATION
Natural Gas Line Installation 6 ITB # 11-16
i.21 EVALUATION PROCESS. Bids will be reviewed by Purchasing and representative(s) of the
respective department(s). The City staff may or may not initiate discussions with bidders for
clarification purposes. Clarification is not an opportunity to change the bid. Bidders shall not
initiate discussions with any City employee or official.
i.22 PRESENTATIONS/INTERVIEWS. The bidder must provide a formal presentation/interview upon
request.
i.23 CRITERIA FOR EVALUATION AND AWARD. The City evaluates three categories of
information: responsiveness, responsibility, and price. All bids must meet the following
responsiveness and responsibility criteria to be considered further.
a) Responsiveness. The City will determine whether the bid complies with the instructions for
submitting bids including completeness of bid which encompasses the inclusion of all
required attachments and submissions. The City must reject any bids that are submitted
late. Failure to meet other requirements may result in rejection.
b) Responsibility. The City will determine whether the bidder is one with whom it can or should
do business. Factors that the City may evaluate to determine "responsibility" include, but
are not limited to: excessively high or low priced bids, past performance, references
(including those found outside the bid), compliance with applicable laws -including tax laws,
bidder's record of performance and integrity - e.g. has the bidder been delinquent or
unfaithful to any contract with the City, whether the bidder is qualified legally to contract with
the City, financial stability and the perceived ability to perform completely as specified. A
bidder must at all times have financial resources sufficient, in the opinion of the City, to
ensure performance of the contract and must provide proof upon request. City staff may
also use Dun & Bradstreet and/or any generally available industry information. The City
reserves the right to inspect and review bidder’s facilities, equipment and personn el and
those of any identified subcontractors. The City will determine whether any failure to supply
information, or the quality of the information, will result in rejection.
c) Price. We will then evaluate the bids that have met the requirements above.
i.24 COST JUSTIFICATION. In the event only one response is received, the City may require that
the bidder submit a cost proposal in sufficient detail for the City to perform a cost/price analysis to
determine if the bid price is fair and reasonable.
i.25 CONTRACT NEGOTIATIONS AND ACCEPTANCE. Bidder must be prepared for the City to
accept the bid as submitted. If bidder fails to sign all documents necessary to successfully
execute the final contract within a reasonable time as specified, or negotiations do not result in an
acceptable agreement, the City may reject bid or revoke the award, and may begin negotiations
with another bidder. Final contract terms must be approved or signed by the appropriately
authorized City official(s). No binding contract will exist between the bidder and the City until the
City executes a written contract or purchase order.
i.26 NOTICE OF INTENT TO AWARD. Notices of the City’s intent to award a Contract are posted to
Purchasing’s website. It is the bidder’s responsibility to check the City of Clearwater’s
Purchasing website to view relevant bid information and notices;
http://www.myclearwater.com/apps20/cityprojects/invitationtobid.aspx .
i.27 BID TIMELINE. Dates are tentative and subject to change.
Release ITB: February 4, 2016
Advertise Tampa Bay Times: February 6, 2016
Bids due: March 3, 2016
Review bids: March 3 – 9, 2016
Award recommendation: March 10, 2016
Council authorization: April 7, 2016
Contract begins: April 2016
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 7 ITB # 11-16
S.1 DEFINITIONS. Uses of the following terms are interchangeable as referenced: “vendor,
contractor, supplier, proposer, company, parties, persons”, “purchase order, PO, contract,
agreement”, “city, Clearwater, agency, requestor, parties”, “bid, proposal, response, quote”.
S.2 INDEPENDENT CONTRACTOR. It is expressly understood that the relationship of Contractor to
the City will be that of an independent contractor. Contractor and all persons employed by
Contractor, either directly or indirectly, are Contractor’s employees, not City employees.
Accordingly, Contractor and Contractor’s employees are not entitled to any benefits provided to
City employees including, but not limited to, health benefits, enrollment in a retirement system,
paid time off or other rights afforded City employees. Contractor employees will not be regarded
as City employees or agents for any purpose, including the payment of unemployment or
workers’ compensation. If any Contractor employees or subcontractors assert a claim for wages
or other employment benefits against the City, Contractor will defend, indemnify and hold
harmless the City from all such claims.
S.3 SUBCONTRACTING. Contractor may not subcontract work under this Agreement without the
express written permission of the City. If Contractor has received authorization to subcontract
work, it is agreed that all subcontractors performing work under the Agreement must comply with
its provisions. Further, all agreements between Co ntractor and its subcontractors must provide
that the terms and conditions of this Agreement be incorporated therein.
S.4 ASSIGNMENT. This Agreement may not be assigned either in whole or in part without first
receiving the City’s written consent. Any attemp ted assignment, either in whole or in part, without
such consent will be null and void and in such event the City will have the right at its option to
terminate the Agreement. No granting of consent to any assignment will relieve Contractor from
any of its obligations and liabilities under the Agreement.
S.5 SUCCESSORS AND ASSIGNS, BINDING EFFECT. This Agreement will be binding upon and
inure to the benefit of the parties and their respective permitted successors and assigns.
S.6 NO THIRD PARTY BENEFICIARIES. This Agreement is intended for the exclusive benefit of the
parties. Nothing set forth in this Agreement is intended to create, or will create, any benefits,
rights, or responsibilities in any third parties.
S.7 NON- EXCLUSIVITY. The City, in its sole discretion, reserves the right to request the materials
or services set forth herein from other sources when deemed necessary and appropriate. No
exclusive rights are encompassed through this Agreement.
S.8 AMENDMENTS. There will be no oral changes to this Agreement. This Agreement can only be
modified in a writing signed by both parties. No charge for extra work or material will be allowed
unless approved in writing, in advance, by the City and Contractor.
S.9 TIME OF THE ESSENCE. Time is of the essence to the performance of the parties’ obligations
under this Agreement.
S.10 COMPLIANCE WITH APPLICABLE LAWS.
a. General. Contractor must procure all permits and licenses, and pay all charges and fees
necessary and incidental to the lawful conduct of business. Contractor must stay fully
informed of existing and future federal, state, and local laws, ordinances, and regulations that
in any manner affect the fulfillment of this Agreement and must comply with the same at its
own expense. Contractor bears full responsibility for training, safety, and providing necessary
equipment for all Contractor personnel to achieve throughout the term of the Agreement.
Upon request, Contractor will demonstrate to the City's satisfaction any programs,
procedures, and other activities used to ensure compliance.
b. Drug-Free Workplace. Contractor is hereby advised that the City has adopted a policy
establishing a drug-free workplace for itself and those doing business with the City to ensure
the safety and health of all persons working on City contracts and projects. Contractor will
require a drug-free workplace for all Contractor personnel working under this Agreement.
Specifically, all Contractor personnel who are working under this Agreement must be notified
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 8 ITB # 11-16
in writing by Contractor that they are prohibited from the manufacture, distribution,
dispensation, possession, or unlawful use of a controlled substance in the workplace.
Contractor agrees to prohibit the use of intoxicating substances by all Contractor personnel,
and will ensure that Contractor personnel do not use or possess illegal drugs while in the
course of performing their duties.
c. Federal and State Immigration Laws. Contractor agrees to comply with the Immigration
Reform and Control Act of 1986 (IRCA) in performance under this Agreement and to permit
the City and its agents to inspect applicable personnel records to verify such compliance as
permitted by law. Contractor will ensure and keep appropriate records to demonstrate that all
Contractor personnel have a legal right to live and work in the United States.
(i) As applicable to Contractor, under this provision, Contractor hereby warrants to th e City
that Contractor and each of its subcontractors will comply with, and are contractually
obligated to comply with, all federal immigration laws and regulations that relate to their
employees (hereinafter “Contractor Immigration Warranty”).
(ii) A breach of the Contractor Immigration Warranty will constitute as a material breach of
this Agreement and will subject Contractor to penalties up to and including termination of
this Agreement at the sole discretion of the City.
(iii) The City retains the legal right to inspect the papers of all Contractor personnel who
provide services under this Agreement to ensure that Contractor or its subcontractors are
complying with the Contractor Immigration Warranty. Contractor agrees to assist the City
in regard to any such inspections.
(iv) The City may, at its sole discretion, conduct random verification of the employment
records of Contractor and any subcontractor to ensure compliance with the Contractor
Immigration Warranty. Contractor agrees to assist the City in r egard to any random
verification performed.
(v) Neither Contractor nor any subcontractor will be deemed to have materially breached the
Contractor Immigration Warranty if Contractor or subcontractor establishes that it has
complied with the employment verification provisions prescribed by Sections 274A and
274B of the Federal Immigration and Nationality Act.
d. Nondiscrimination. Contractor represents and warrants that it does not discriminate against
any employee or applicant for employment or person to whom it provides services because of
race, color, religion, sex, national origin, or disability, and represents and warrants that it
complies with all applicable federal, state, and local laws and executive orders regarding
employment. Contractor and Contractor’s personnel will comply with applicable provisions of
Title VII of the U.S. Civil Rights Act of 1964, as amended, Section 504 of the Federal
Rehabilitation Act, the Americans with Disabilities Act (42 U.S.C. § 12101 et seq.), and
applicable rules in performance under this Agreement.
S.11 SALES/USE TAX, OTHER TAXES. Contractor is responsible for the payment of all taxes
including federal, state, and local taxes related to or arising out of Contractor’s services under this
Agreement, including by way of illustration but not limitation, federal and state income tax, Social
Security tax, unemployment insurance taxes, and any other taxes or business license fees as
required. If any taxing authority should deem Contractor or Contractor employees an employee
of the City, or should otherwise claim the City is liable for the payment of taxes that are
Contractor’s responsibility under this Agreement, Contractor will indemnify the City for any tax
liability, interest, and penalties imposed upon the City.
The City is exempt from paying state and local sales/use taxes and certain federal excise taxes
and will furnish an exemption certificate upon request.
S.12 AMOUNTS DUE THE CITY. Contractor must be current and remain current in all obligations due
to the City during the performance of services under the Agreement. Payments to Contractor
may be offset by any delinquent amounts due the City or fees and charges owed to the City.
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 9 ITB # 11-16
S.13 OPENNESS OF PROCUREMENT PROCESS. Written competitive proposals, replies, oral
presentations, meetings where vendors answer questions, other submissions, correspondence,
and all records made thereof, as well as negotiations or meetings where negotiation strategies
are discussed, conducted pursuant to this Invitation to Bid (ITB), shall be handled in compliance
with Chapters 119 and 286, Florida Statutes.
Proposals or replies received by the City pursuant to this ITB are exempt from public disclosure
until such time that the City provides notice of an intended decision or until 30 days after opening
the proposals, whichever is earlier. If the City rejects all proposals or replies pursuant to this ITB
and provides notice of its intent to reissue the ITB, then the rejected proposals or replies remain
exempt from public disclosure until such time that the City provides notice of an intended decision
concerning the reissued ITB or until the City withdraws the reissued ITB. A proposal or reply shall
not be exempt from public disclosure longer than 12 months after the initial City notice rejecting
all proposals or replies.
Oral presentations, meetings where vendors answer questions, or meetings convened by City
staff to discuss negotiation strategies, if any, shall be closed to the public (and other proposers) in
compliance with Chapter 286 Florida Statutes. A complete recording shall be made of such
closed meeting. The recording of, and any records presented at, the exempt m eeting shall be
available to the public when the City provides notice of an intended decision or until 30 days after
opening proposals or final replies, whichever occurs first. If the City rejects all proposals or replies
pursuant to this ITB and provides notice of its intent to reissue the ITB, then the recording and
any records presented at the exempt meeting remain exempt from public disclosure until such
time that the City provides notice of an intended decision concerning the reissued ITB or until the
City withdraws the reissued ITB. A recording and any records presented at an exempt meeting
shall not be exempt from public disclosure longer than 12 months after the initial City notice
rejecting all proposals or replies.
S.14 AUDITS AND RECORDS. Contractor must preserve the records related to this Agreement for
five (5) years after completion of the Agreement . The City or its authorized agent reserves the
right to inspect any records related to the performance of work specified herein. In addition, the
City may inspect any and all payroll, billing or other relevant records kept by Contractor in relation
to the Agreement. Contractor will permit such inspections and audits during normal business
hours and upon reasonable notice by the City. The audit of records may occur at Contractor’s
place of business or at City offices, as determined by the City.
S.15 BACKGROUND CHECK. The City may conduct criminal, driver history, and all other requested
background checks of Contractor personnel who would perform services under the Agreement or
who will have access to the City’s information, data, or facilities in accordance with the City’s
current background check policies. Any officer, employee, or agent that fails the background
check must be replaced immediately for any reasonable cause not prohibited by law.
S.16 SECURITY CLEARANCE AND REMOVAL OF CONTRACTOR PERSONNEL. The City will
have final authority, based on security reasons: (i) to determine when security clearance of
Contractor personnel is required; (ii) to determine the nature of the security clearance, up to and
including fingerprinting Contractor personnel; and (iii) to determine whether or not any individual
or entity may provide services under this Agreement. If the City objects to any Contractor
personnel for any reasonable cause not prohibited by law, then Contractor will, upon notice from
the City, remove any such individual from performance of services under this Agreement.
S.17 DEFAULT.
a. A party will be in default if that party: (i) is or becomes insolvent or is a party to any voluntary
bankruptcy or receivership proceeding, makes an assignment for a creditor, or there is any
similar action that affects Contractor’s capability to perform under the Agreement; (ii) is the
subject of a petition for involuntary bankruptcy not removed within sixty (60) calendar days;
(iii) conducts business in an unethical manner or in an illegal manner; or (iv) fails to carry out
any term, promise, or condition of the Agreement.
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 10 ITB # 11-16
b. Contractor will be in default of this Agreement if Contractor is debarred from participating in
City procurements and solicitations in accordance with the City’s Purchasing Policy and
Procedures Manual.
c. Notice and Opportunity to Cure. In the event a party is in default then the oth er party may,
at its option and at any time, provide written notice to the defaulting party of the default. The
defaulting party will have thirty (30) days from receipt of the notice to cure the default; the
thirty (30) day cure period may be extended by mutual agreement of the parties, but no cure
period may exceed ninety (90) days. A default notice will be deemed to be sufficient if it is
reasonably calculated to provide notice of the nature and extent of such default. Failure of
the non-defaulting party to provide notice of the default does not waive any rights under the
Agreement.
d. Anticipatory Repudiation. Whenever the City in good faith has reason to question
Contractor’s intent or ability to perform, the City may demand that Contractor give a wri tten
assurance of its intent and ability to perform. In the event that the demand is made and no
written assurance is given within five (5) calendar days, the City may treat this failure as an
anticipatory repudiation of the Agreement.
S.18 REMEDIES. The remedies set forth in this Agreement are not exclusive. Election of one remedy
will not preclude the use of other remedies. In the event of default:
a. The non-defaulting party may terminate the Agreement, and the termination will be effective
immediately or at such other date as specified by the terminating party.
b. The City may purchase the services required under the Agreement from the open market,
complete required work itself, or have it completed at the expense of Contractor. If the cost of
obtaining substitute services exceeds the contract price, the City may recover the excess
cost by: (i) requiring immediate reimbursement to the City; (ii) deduction from an unpaid
balance due to Contractor; (iii) collection against the proposal and/or performance security , if
any; (iv) collection against liquidated damages (if applicable); or (v) a combination of the
aforementioned remedies or other remedies as provided by law. Costs includes any and all,
fees, and expenses incurred in obtaining substitute services and exp ended in obtaining
reimbursement, including, but not limited to, administrative expenses, attorneys’ fees, and
costs.
c. The non-defaulting party will have all other rights granted under this Agreement and all rights
at law or in equity that may be available to it.
d. Neither party will be liable for incidental, special, or consequential damages.
S.19 CONTINUATION DURING DISPUTES. Contractor agrees that during any dispute between the
parties, Contractor will continue to perform its obligations until the dispute is settled, instructed to
cease performance by the City, enjoined or prohibited by judicial action, or otherwise required or
obligated to cease performance by other provisions in this Agreement.
S.20 TERMINATION FOR CONVENIENCE. The City reserves the right to terminate this Agreement in
part or in whole upon thirty (30) calendar days’ written notice.
S.21 TERMINATION FOR CONFLICT OF INTEREST Florida Statutes Section 112. Pursuant to
F.S. Section 112, the City may cancel this Agreeme nt after its execution, without penalty or
further obligation, if any person significantly involved in initiating, securing, drafting, or creating
the Agreement for the City becomes an employee or agent of Contractor.
S.22 TERMINATION FOR NON-APPROPRIATION AND MODIFICATION FOR BUDGETARY
CONSTRAINT. The City is a governmental agency which relies upon the appropriation of funds
by its governing body to satisfy its obligations. If the City reasonably determines that it does not
have funds to meet its obligations under this Agreement, the City will have the right to terminate
the Agreement without penalty on the last day of the fiscal period for which funds were legally
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 11 ITB # 11-16
available. In the event of such termination, the City agrees to provide written notice of its in tent to
terminate thirty (30) calendar days prior to the stated termination date.
S.23 PAYMENT TO CONTRACTOR UPON TERMINATION. Upon termination of this Agreement,
Contractor will be entitled only to payment for those services performed up to the date of
termination, and any authorized expenses already incurred up to such date of termination. The
City will make final payment within thirty (30) calendar days after the City has both completed its
appraisal of the materials and services provided and received Contractor’s properly prepared final
invoice.
S.24 NON-WAIVER OF RIGHTS. There will be no waiver of any provision of this agreement unless
approved in writing and signed by the waiving party. Failure or delay to exercise any rights or
remedies provided herein or by law or in equity, or the acceptance of, or payment for, any
services hereunder, will not release the other party of any of the warranties or other obligations of
the Agreement and will not be deemed a waiver of any such rights or remedies.
S.25 INDEMNIFICATION/LIABILITY.
a. To the fullest extent permitted by law, Contractor agrees to defend, indemnify, and hold the
City, its officers, agents, and employees, harmless from and against any and all liabilities,
demands, claims, suits, losses, damages, causes of acti on, fines or judgments, including
costs, attorneys’, witnesses’, and expert witnesses’ fees, and expenses incident thereto,
relating to, arising out of, or resulting from: (i) the services provided by Contractor personnel
under this Agreement; (ii) any negligent acts, errors, mistakes or omissions by Contractor or
Contractor personnel; and (iii) Contractor or Contractor personnel’s failure to comply with or
fulfill the obligations established by this Agreement.
b. Contractor will update the City during the cou rse of the litigation to timely notify the City of
any issues that may involve the independent negligence of the City that is not covered by this
indemnification.
c. The City assumes no liability for actions of Contractor and will not indemnify or hold
Contractor or any third party harmless for claims based on this Agreement or use of
Contractor-provided supplies or services.
S.26 WARRANTY. Contractor warrants that the services and materials will conform to the
requirements of the Agreement. Additionally, Contractor warrants that all services will be
performed in a good, workman-like and professional manner. The City’s acceptance of service or
materials provided by Contractor will not relieve Contractor from its obligations under this
warranty. If any materials or services are of a substandard or unsatisfactory manner as
determined by the City, Contractor, at no additional charge to the City, will provide materials or
redo such services until in accordance with this Agreement and to the City’s reasonable
satisfaction.
Unless otherwise agreed, Contractor warrants that materials will be new, unused, of most current
manufacture and not discontinued, will be free of defects in materials and workmanship, will be
provided in accordance with manufacturer's standa rd warranty for at least one (1) year unless
otherwise specified, and will perform in accordance with manufacturer's published specifications.
S.27 THE CITY’S RIGHT TO RECOVER AGAINST THIRD PARTIES. Contractor will do nothing to
prejudice the City’s right to recover against third parties for any loss, destruction, or damage to
City property, and will at the City’s request and expense, furnish to the City reasonable
assistance and cooperation, including assistance in the prosecution or defense of suit and the
execution of instruments of assignment in favor of the City in obtaining recovery.
S.28 NO GUARANTEE OF WORK. Contractor acknowledges and agrees that it is not entitled to
deliver any specific amount of materials or services or any materials or services at all under this
Agreement and acknowledges and agrees that the materials or services will be requested by the
City on an as needed basis at the sole discretion of the City. Any document referencing
quantities or performance frequencies represent the City's best estimate of current requirements,
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 12 ITB # 11-16
but will not bind the City to purchase, accept, or pay for materials or services which exceed its
actual needs.
S.29 OWNERSHIP. All deliverables, services, and information provided by Contractor or the City
pursuant to this Agreement (whether electronically or manually generated) including without
limitation, reports, test plans, and survey results, graphics, and technical tables, originally
prepared in the performance of this Agreement, are the property of the City and will not be used
or released by Contractor or any other person except with prior written permission by the City.
S.30 USE OF NAME. Contractor will not use the name of the City of Clearwater in any advertising or
publicity without obtaining the prior written consent of the City.
S.31 PROHIBITED ACTS. Pursuant to Florida Constitution Article II Section 8 , a current or former
public officer or employee within the last two (2) years shall not represent another organization
before the City on any matter for which the officer or employee was directly concerned and
personally participated in during their service or employment or over which they had a substantial
or material administrative discretion.
S.32 FOB DESTINATION FREIGHT PREPAID AND ALLOWED. All deliveries will be FOB
destination freight prepaid and allowed unless otherwise agreed.
S.33 RISK OF LOSS. Contractor agrees to bear all risks of loss, injury, or destruction of goods or
equipment incidental to providing these services and such loss, injury, or destruction will not
release Contractor from any obligation hereunder.
S.34 SAFEGUARDING CITY PROPERTY. Contractor will be responsible for any damage to City real
property or damage or loss of City personal property when such property is the responsibility of or
in the custody of Contractor or its employees.
S.35 WARRANTY OF RIGHTS. Contractor warrants it has title to, or the right to allow the City to use,
the materials and services being provided and that the City may use same wi thout suit, trouble or
hindrance from Contractor or third parties.
S.36 PROPRIETARY RIGHTS INDEMNIFICATION. Without limiting the foregoing, Contractor will
without limitation, at its expense defend the City against all claims asserted by any person that
anything provided by Contractor infringes a patent, copyright, trade secret or other intellectual
property right and must, without limitation, pay the costs, damages and attorneys' fees awarded
against the City in any such action, or pay any settlement of such a ction or claim. Each party
agrees to notify the other promptly of any matters to which this provision may apply and to
cooperate with each other in connection with such defense or settlement. If a preliminary or final
judgment is obtained against the City’s use or operation of the items provided by Contractor
hereunder or any part thereof by reason of any alleged infringement, Contractor will, at its
expense and without limitation, either: (a) modify the item so that it becomes non -infringing; (b)
procure for the City the right to continue to use the item; (c) substitute for the infringing item other
item(s) having at least equivalent capability; or (d) refund to the City an amount equal to the price
paid, less reasonable usage, from the time of installation acceptance through cessation of use,
which amount will be calculated on a useful life not less than five (5) years, plus any additional
costs the City may incur to acquire substitute supplies or services.
S.37 CONTRACT ADMINISTRATION. The contract will be administered by the Purchasing
Administrator and/or an authorized representative from the using department. All questions
regarding the contract will be referred to the administrator for resolution. Supplements may be
written to the contract for the additio n or deletion of services. Payment will be negotiated and
determined by the contract administrator(s).
S.38 FORCE MAJEURE. Failure by either party to perform its duties and obligations will be excused
by unforeseeable circumstances beyond its reasonable contr ol, including acts of nature, acts of
the public enemy, riots, fire, explosion, legislation, and governmental regulation. The party whose
performance is so affected will within five (5) calendar days of the unforeseeable circumstance
notify the other part y of all pertinent facts and identify the force majeure event. The party whose
performance is so affected must also take all reasonable steps, promptly and diligently, to prevent
STANDARD TERMS AND CONDITIONS
Natural Gas Line Installation 13 ITB # 11-16
such causes if it is feasible to do so, or to minimize or eliminate the effe ct thereof. The delivery or
performance date will be extended for a period equal to the time lost by reason of delay, plus
such additional time as may be reasonably necessary to overcome the effect of the delay,
provided however, under no circumstances will delays caused by a force majeure extend beyond
one hundred-twenty (120) calendar days from the scheduled delivery or completion date of a task
unless agreed upon by the parties .
S.39 COOPERATIVE USE OF CONTRACT. The City has entered into various cooperative
purchasing agreements with other Florida government agencies, including the Tampa Bay Area
Purchasing Cooperative. Under a Cooperative Purchasing Agreement, any contract may be
extended for use by other municipalities, school districts and government agencies in the State of
Florida with the approval of Contractor. Any such usage by other entities must be in accordance
with the statutes, codes, ordinances, charter and/or procurement rules and regulations of the
respective government agency.
Orders placed by other agencies and payment thereof will be the sole responsibility of that
agency. The City is not responsible for any disputes arising out of transactions made by others.
S.40 FUEL CHARGES AND PRICE INCREASES. No fuel surcharges will be accepted. No price
increases will be accepted without proper request by Contractor and response by the City’s
Purchasing Division.
S.41 NOTICES. All notices to be given pursuant to this Agreement must be delivered to the parties at
their respective addresses. Notices may be (i) personally delivered; (ii) sent via certified or
registered mail, postage prepaid; (iii) sent via overnight courier; or (iv) sent via facsimile. If
provided by personal delivery, receipt will be deemed effective upon delivery. If sent via certified
or registered mail, receipt will be deemed effective three (3) calendar days after being deposited
in the United States mail. If sent via overnight courier or facsimile, receipt will be deemed
effective two (2) calendar days after the sending thereof.
S.42 GOVERNING LAW, VENUE. This Agreement is governed by the laws of the State of Florida.
The exclusive venue selected for any proceeding or suit in law or equity arising from or incident to
this Agreement will be Pinellas County, Florida.
S.43 INTEGRATION CLAUSE. This Agreement, including all attachments and exhibits hereto,
supersede all prior oral or written agreements, if any, between the parties and constitute s the
entire agreement between the parties with respect to the work to be performed.
S.44 PROVISIONS REQUIRED BY LAW. Any provision required by law to be in this Agreement is a
part of this Agreement as if fully stated in it.
S.45 SEVERABILITY. If any provision of this Agreement is declared void or unenforceable, such
provision will be severed from this Agreement, which will otherwise remain in full force and effect.
The parties will negotiate diligently in good faith for such amendment(s) of this Agreement as may
be necessary to achieve the original intent of this Agreement, notwithstanding such invalidity or
unenforceability.
S.46 SURVIVING PROVISIONS. Notwithstanding any completion, termination, or other expiration of
this Agreement, all provisions which, by the terms of reasonable interpretation thereof, set forth
rights and obligations that extend beyond completion, termination, or other expiration of this
Agreement, will survive and remain in full force and effect. Except as specifically provided in this
Agreement, completion, termination, or other expiration of this Agreement will not release any
party from any liability or obligation arising prior to the date of termination.
DETAILED SPECIFICATIONS
Natural Gas Line Installation 14 ITB # 11-16
1. INTRODUCTION. The City of Clearwater (City) is located on the West Coast of Florida in the
Tampa Bay region. It is the third largest city in the region with an estimated population of
110,000 residents. The City of Clearwater is also a major tourist destination – Clearwater Beach
was named “Florida’s Best Beach Town 2013” by USA Today and was on the “Top Ten List of
Best Beaches from Maine to Hawaii”. The City of Clearwater is home to the Philadelphia Phillies
Spring Training and Clearwater Threshers Minor League Baseball and hosts several sports
tournaments through the year that attract visitors from across the country. Clearwater is home for
Winter the Dolphin and the Clearwater Marine Aquarium. Winter’s story has made it all the way
to Hollywood in the motion pictures “Dolphin Tale” and “Dolphin Tale 2”, both filmed in
Clearwater.
2. BACKGROUND. The City of Clearwater (“City”), doing business as the Clearwater Gas System
(“CGS”), owns and operates a natural gas distribution system (“System”) within portions of
Pinellas and Pasco County, Florida that serves approximate ly 19,000 natural gas customers.
CGS has approximately 875 miles of distribution gas mains that operate between 8 – 60 PSI.
The 330 square mile service territory of CGS extends from north Pinellas County (north of
Ulmerton Road) to Southwest Pasco County (the Pinellas/Pasco county line to State Road 52
and Ehren Cutoff Road) and includes the beach communities starting from Clearwater and
traveling south to Redington Beach (see Attachment C: Clearwater Gas System – Overview).
The awarded Contractor will work independently to complete the services for CGS, with minimal
assistance or supervision from CGS.
3. SCOPE OF WORK.
A. SERVICE REQUIREMENTS:
1. The work to be performed under this contract shall co nsist of the furnishing of all labor,
materials, equipment, and administrative paperwork, necessary to satisfactorily complete:
Installation of natural gas distribution mains and service lines, including meter
set, excess flow valves, testing, pigging, purging, connecting to gas main, final
gassing and restoration;
Written logs, as-built drawing of gas service line piping installations, pressure
test charts
Directional drilling bore logs
Provide all meter/customer piping connections
Applicable turn-on and meter set paperwork
Testing of customer’s piping with documentation and establishment/
reestablishment of gas service
All gas joining equipment to be used, including nitrogen gas purging, shall be
certified by CGS to be in good working condition
Include all necessary construction, including live tie-in connections in order to
provide a complete main or service line installation ready for the transportation of
natural gas according to Clearwater Gas System’s Construction Manual
DETAILED SPECIFICATIONS
Natural Gas Line Installation 15 ITB # 11-16
2. Gas Main and Service line installation may include the following materials:
Various piping, to include PE and Steel;
PE tapping tees, 3-way tees, weld tees, or smaller tapping tees, stop cock, riser;
Gas meters, Regulators, valves, and valve boxes, valve box concrete rings ;
Fittings, tracer wire, test stations, line marker, poles, barricades, bumper poles ;
MOT signage-maintenance required per FDOT specifications for traffic control.
3. All workmanship shall be fully guaranteed for a period of one (1) year after date of
acceptance by the Owner. All Testing shall be paid by the Contractor. All Professional
Surveying and job stake out including placement elevations shall be paid by the
Contractor.
4. All ditch lines and bell holes must be machine compacted to approved density. Required
environmental protection, such as the installation of silt fencing adjacent to wet lands and
placement of straw bales or similar approved devices at storm inlets.
5. In the event it becomes necessary to continue work beyond the n ormal hours of
operation, the contractor will obtain approval from CGS, a minimum of two (2) working
days in advance, except for an emergency condition when notification is required as soon
as possible. The contractor agrees to pay CGS inspection after-hours expenses, prior to
CGS releasing the project for service and authorizing payment for completed work.
B. PE- UNDERGROUND EXTERIOR HOUSE PIPING:
From outlet side of meter set to the exterior appliances or house piping stub. Will include
risers on each end, stop cock, valves and miscellaneous fittings. Must be noted as
House Piping on all invoices. Air test at 15 pounds per square inch (PSI) for 24 hours
required for final approval and tagged with pressure, date and time. Must be a licensed
Plumber or LP/ Natural Gas contractor and qualified in this discipline. Contractor is
responsible for all code deficiencies and must furnish payment for code violations, such
as loss of pressure test, improper depth, no tracer wire etc. Underground house piping
installation also includes the placement and installation of temporary sight (4” PE) tubes
for inspectional purposes.
C. ABOVE GROUND EXTERIOR HOUSE PIPING METER CONNECT:
This work to be performed, shall consist of the contractor furnishing all necessary labo r,
tools, equipment, materials, pipe & fittings, supplies, manufactured articles, electric
power, and essential customer communication, labor, and other operations necessary for
the modification of existing natural gas house plumbing to accommodate reloca tion of
gas meters including: obtaining required permits if applicable; installation of new house
gas pipes by threading pipe, measuring/ fitting and assembling pipe and fittings, new
shut off valves, gas meters and regulators and connecting customer pip ing from a new
location and, subsequent integrity pressure testing (Drop Test - utilizing a manometer) of
the entire consumers owned gas plumbing system, and passing required inspections.
The requirement also extends to completing and submitting the requ ired gas service
account, meter card and integrity testing paperwork timely.
CGS will require the reestablishing of the gas service and relighting the applicable
appliances that pass the integrity pressure test. Contractor shall immediately notify CGS
dispatcher of the “on gas” and complete the required paperwork, including the drop test
DETAILED SPECIFICATIONS
Natural Gas Line Installation 16 ITB # 11-16
form, and submit, no later than the following business day (within 24 hours). The
contractor shall also notify gas dispatch (727 -462-6633) immediately of any gas account
that does not pass the integrity test or where access to premise is unavailable. The work
shall be complete and performed in strict accordance with the Contract Specifications,
and in compliance with all applicable codes, CGS requirements, Florida Fuel Ga s Code
and industry standards. All work, materials, and services not expressly shown or called
for in the Contract Documents, which may be necessary for the complete and proper
construction of the work in good faith, shall be performed, furnished, and ins talled by the
Contractor as though originally so specified or shown, at no increase in cost to the City.
Gas pipe fitters and plumbers shall be thoroughly trained and experienced in the skill set
required, and shall be completely familiar with the design and application of work
described. All applicable plumbing and gas fitters licensing documents shall be furnished
to CGS.
D. RESIDENT NOTIFICATION PERFORMED BY CONTRACTOR:
The Contractor shall notify all residents along the construction route with a printed door
hanger notice indicating the following information about the proposed construction and
the Contractor performing the work: CGS logo (provided to Contractor on disk); the
scheduled start date; the type of construction; general sequence and scheduling o f
construction events; Contractor’s name; Contractor’s address; Contractor’s phone
number; and Managers’ name. A sample door hanger is attached to this document and
shall be printed on brightly colored card stock and a minimum of 4 ¼” x 11” in size. A
sample door hanger including proposed language shall be approved by CGS prior to the
start of construction.
Notification (door hanger) shall be posted to residences and businesses directly affected
by the Contractor’s activities no later than two (2) days p rior to start of construction.
Directly affected by Contractor’s activities shall mean all Contractor operations including
staging areas, equipment and material storage, principal access routes across private
property, etc. Contractor cannot start withou t proper two (2) day notice period to
residents. Contractor is also required to maintain sufficient staff to answer resident
inquiries during normal business hours and to maintain message recording equipment to
receive resident inquiries after business hours. Contractor Manager and Supervisor
emergency contact phone number shall be provided, maintained and answered 24 hours
a day, 365 days a year; updates shall be provided as necessary to the CGS Dispatch and
CGS inspector personnel.
E. SITE CONDITIONS:
Any information on site or soil conditions made available to the prospective bidders
through data collected by test borings and presented on the Engineer's drawings or
available in preliminary reports prepared by the Engineer or obtained verbally from a
representative of the Owner or the Engineer does not guarantee that such site or soil
conditions will be as described, and are made available only upon waiver of all
responsibility of the Owner and Engineer. It is the Contractor's sole risk and responsibility
to verify such information in order that he may complete the project as specified and
shown on the contract documents. Under no condition will a variation in the information
obtained by the Engineer on site or soil conditions, including underground soil or
groundwater conditions at the job site, be accepted as a basis in any claim for extra
compensation.
It is recommended that Bidder review the proposed work area and become familiar with
local conditions which may in any manner affect the work to be performe d, or affect the
equipment, materials, and labor required. The Bidder shall carefully evaluate the service
area and the specifications, conditions, and requirements of this contract. No additional
allowances shall be made because of lack of knowledge of any site conditions.
DETAILED SPECIFICATIONS
Natural Gas Line Installation 17 ITB # 11-16
F. APPROVED MATERIALS AND EQUIPMENT :
Whenever a material, article or piece of equipment is identified on the plans or in the
specifications by reference to manufacturers' or vendors' names, trade names, catalog
numbers, etc., it is intended to establish a standard of quality and it will be presumed,
unless specifically excepted by the bidder, that the base bid includes the materials or
articles so named, and that the Contractor's proposal, if accepted, will constitute a
contractual obligation to furnish the standard named materials or articles and no other. To
assist the Engineer in making an adequate evaluation, the bidder shall submit with his
proposal, at the time bids are received, detailed information and data on the items he
proposes to furnish as equally acceptable to the named terms. The data furnished shall
include as applicable and needed for evaluation, manufacturer's name, model
identification, descriptive brochures, specifications, performance data, guaranteed
efficiencies, and list of installations in similar service. Such alternate material, article or
piece of equipment shall not be purchased or installed by the Contractor without the
Engineer's written approval. Any revisions to the Drawings as a result of alternate
equipment shall be at the expense of the Contractor.
G. BID ITEMS AND ESTIMATED QUANTITIES:
The Owner may increase, decrease or omit the estimated quantity of the work to be done
under any item in the best interests of the project and the unit price as submitted in the
proposal shall be the unit price which the Contractor will receive for any work specified to
be done under that item.
All work herein specified or implied in any way in the drawings or specifications shall be
done regardless of whether or not the work is specifically defined in any bid item.
The Contractor agrees that the estimated quantities shown in the Bid Schedule are only
for the purpose of comparing bids and that he/she is satisfied with, and will at no time
dispute, the said estimates as means of comparing the aforesaid bids, that he/she will
make no claim for loss of profits or anticipated profits because of any difference between
the said estimated quantities and the quantities of various classes of work actually
furnished or performed, that the Owner shall not be held responsible if any of the said
estimated quantities should vary by any amount from those actually measured during
performance of the work.
BID ITEMS:
MAIN LINE - PLASTIC
Diameter, 2 inch, 4 inch, 6 inch, and 8 inch; pricing per foot.
MAIN LINE - STEEL
Diameter, 2 inch, 4 inch, 6 inch, and 8 inch; pricing per foot.
SERVICE LINE – PLASTIC (LUMP SUM, 100 FT or less per location)
Diameter, 5/8 & ¾ inch, 1 inch, 2 inch, 4 inch; pricing per location.
SERVICE LINE – PLASTIC (UNIT PRICE, greater than 100 feet per location)
Diameter, 5/8 & ¾ inch, 1 inch, 2 inch, 4 inch; pricing per foot.
DETAILED SPECIFICATIONS
Natural Gas Line Installation 18 ITB # 11-16
SERVICE LINE - STEEL
Diameter, 5/8 & ¾ inch; 1 inch, 2 inch, 4 inch, 6 inch, 8 inch, pricing per foot.
SERVICE LINE – CUT AND CAP AT MAIN (any material)
Diameter, 2 inch or less per service location.
Must include site restoration.
CASING PUSH / MISSILE
Diameter, 5/8 & ¾ inch, 1 inch, 2 inch; pricing per foot.
Boring includes insertion of the carrier pipe within the casing, restoration, cleanup,
insulators, end seals, and vent poles. For all bores, payment will be for actual distance of
the bore, not to include footage of entrance and exit pits and installation of tracer wire or
carrier pipe.
JACK AND/OR BORE - STEEL
4 inch, 6 inch, 8 inch; pricing per foot.
DIRECTIONAL BORE - PLASTIC
Directional Boring installations shall not exceed four feet (4’) in depth without CGS written
approval.
5/8 & 3/4 inch; 1 inch; 2 inch; 4 inch, 6 inch, 8 inch, 12 inch; pricing per foot.
STEEL-WELD, MECANICAL & PE TAPPING TEES
Welder shall be OQ qualified, 3rd party non destructive tested and CGS destructive
tested and certified prior to welding on CGS facilities)
2 inch Williamson, 5/8 inch Weld Punch Tees, ¾ inch Weld Punch Tees, 1inch
Weld Punch Tees; pricing per each.
Mechanical or PE Fused Service Tee (saddle clamp, saddle tee, PE tee, and
wrap around); pricing per each.
SOD
Sod material will be supplied, placed, watered and maintained for three (3) weeks by
Contractor and acceptable to the Right of Way authority.
Bahia / Floratan; pricing per square foot, including all related costs
MAINTENANCE OF TRAFFIC (MOT)
METER AND REGULATOR INSTALLATION
Installing Residential & Light Commercial Meters (Meter Set Only); pricing per
each meter
Above Ground Exterior House Piping and Meter Connect (Includes meter set and
connection to customer’s piping system, safety inspection, drop test relight of
customer’s appliances and permits where applicable. Pricing per each meter.
DETAILED SPECIFICATIONS
Natural Gas Line Installation 19 ITB # 11-16
SURFACE RESTORATION
Cut, remove, and replace. Restoration material provided by Contractor .
Asphalt; pricing per inch thickness
Limerock; pricing per inch thickness
Concrete; pricing per square feet.
Shell, pricing per square feet.
Brick / Paver removal; pricing per square feet.
Brick/ Paver replacement; pricing per square feet.
Seed and mulch; pricing per square feet.
PIPE REMOVAL
Diameter, 2 inch, 4 inch, and 6+ > inch; pricing per foot.
PE – UNDERGROUND EXTERIOR HOUSE PIPING
Diameter, 5/8 & ¾ inch, 1 inch, 2 inch, 4 inch, 6 inch; pricing per foot.
PE Fused Service Type Tap Tees; pricing per each.
3-way PE Tees; pricing per each.
OTHER PAY ITEMS
As itemized on bid pages
4. MINIMUM QUALIFICATIONS. Bidder shall have the capability to perform and complete the
services in all respects in accordance with the solicitation documents. The Bidder shall be
licensed and competent in the required discipline of locating gas mains, services and
underground customer piping systems and related gas meter connections.
A. Bidders shall have successfully completed two (2) contracts for similar work during the
past three (3) years, in an amount comparable (within 25%) to the amount of the
proposed bid total.
B. Bidders' employees and CGS approved subcontractors must meet the requirements and
intent of the Code of Federal Regulations (CFR) 49 Part 192.801, 192.803, 192.805,
192.807 and 192.809 relating to “Operator Qualification” (OQ) with mandatory
knowledge, skill and abilities, training to be completed by March 1, 2016. OQ. and all
training docum entation shall be furnished, via email, upon request. The Bidders’ Operator
Qualification Plan must also explain how their employees have the ability to identify and
react to natural gas related Abnormal Operating Conditions that may be encountered
while working on the gas pipeline facility. Contractor Employee Operator Qualification,
Knowledge, Skill and Ability records will be kept for a five (5) year period. Failure to
provide proof of Operator Qualification compliance, and successful maintenance is a
breach of contract and may result in contract cancellation. Training records shall be
made available to CGS for auditing. The Contractor shall provide prior to starting work
and updating quarterly "Resume of Experience" for key employees.
The Contractor must state in writing that their Operator Qualification plan is i n
conformance with the intent of Federal Operator Qualification Regulations and is at least
equal to and applicable to Clearwater Gas System’s ASME B31Q Operator Qualification
Plan. Provide all OQ Training Documentation records shall be furnished upon requ est.
The Contractor’s Operator Qualification Plan must also explain how their employees have
the ability to identify and react to natural gas related Abnormal Operating Conditions that
may be encountered while working on the gas pipeline facility. Contrac tor Employee
Operator Qualification, Knowledge, Skill and Ability records will be kept for a five (5) year
period. Failure to provide proof of Operator Qualification compliance, and
DETAILED SPECIFICATIONS
Natural Gas Line Installation 20 ITB # 11-16
successful maintenance will disqualify the bidder from consideration for the award
of this bid. Training records shall be made available to CGS for auditing .
C. The Bidder confirms that it has in place, or will implement a Drug and Alcohol Training
and Testing Program for their employees that comply with the requirements of the U nited
States Department of Transportation, Title 49, Pipeline Safety Regulations, Part 199.
The awarded bidder will furnish quarterly statistical reports to CGS’s Operations
Manager, or designee, to show active compliance. A copy of the Alcohol and Drug
Testing Program will be included in the response to this Invitation to Bid.
D. Vendor must attest to the Certification regarding Scrutinized Companies List, certifying
that it is not listed on either the Scrutinized Companies with Activities in Sudan List or the
Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created
pursuant to Section 215.473, Florida Statutes. Pursuant to Section 287.135(5), Florida
Statutes. The Contractor agrees the Department may immediately terminate th is
Contract for cause if the Contractor is found to have submitted a false certification or if
the Contractor is placed on the Scrutinized Companies with Activities in Sudan List or the
Scrutinized Companies with Activities in the Iran Petroleum Energy Sec tor List during the
term of the Contract.
E. Vendor shall attest to comply with the Department of Labor Safety and Health
Regulations for construction promulgated under the Occupational and Health Act of 1970
(PL596) and under Sec. 107 of the Contract Work H ours and Safety Standards Act (PL
91-54). The Contractor shall comply with OSHA 1926 Subpart P Excavation, the State of
Florida Trench Safety Act and the City Of Clearwater Trench Safety Regulations during
the term of the Contract.
5. INSURANCE REQUIREMENTS. The Vendor shall, at its own cost and expense, acquire and
maintain (and cause any subcontractors, representatives or agents to acquire and maintain)
during the term with the City, sufficient insurance to adequately protect the respective interest of
the parties. Coverage shall be obtained with a carrier having an AM Best Rating of A -VII or
better. In addition, the City has the right to review the Contractor’s deductible or self -insured
retention and to require that it be reduced or eliminated.
Specifically the Vendor must carry the following minimum types and amounts of insurance on an
occurrence basis or in the case of coverage that cannot be obtained on an occurrence basis, then
coverage can be obtained on a claims-made basis with a minimum three (3 ) year tail following the
termination or expiration of this Agreement:
a. Commercial General Liability Insurance coverage, including but not limited to, premises
operations, products/completed operations, products liability, contractual liability, advertising
injury, personal injury, death, and property damage in the minimum amount of $2,000,000
(two million dollars) per occurrence and $4,000,000 (four million dollars) general aggregate.
b. Commercial Automobile Liability Insurance coverage for any owned, non-owned, hired or
borrowed automobile is required in the minimum amount of $1,000,000 (one million dollars)
combined single limit.
c. Unless waived by the State of Florida and proof of waiver is provided to the City, statutory
Workers’ Compensation Insurance coverage in accordance with the laws of the State of
Florida, and Employer’s Liability Insurance in the minimum amount of $1,000,000 (one
million dollars) each employee each accident, $1,000,000 (one million dollars) each
employee by disease, and $1,000,000 (one million dollars) disease policy limit. Coverage
should include Voluntary Compensation, Jones Act, and U.S. Longshoremen’s and Harbor
Worker’s Act coverage where applicable. Coverage must be applicable to employees,
contractors, subcontractors, and volunteers, if any.
DETAILED SPECIFICATIONS
Natural Gas Line Installation 21 ITB # 11-16
d. Pollution Liability Insurance coverage, which covers any and all losses caused by pollution
conditions (including sudden and non -sudden pollution conditions) arising from the servicing
and operations of Vendor (and any subcontractors, representatives, or agents) involved in the
work/transport, in the minimum amount of $1,000,000 (one million dollars) per occurrence
and $2,000,000 (two million dollars) general aggregate.
The above insurance limits may be achieved by a combination of primary and
umbrella/excess liability policies.
Other Insurance Provisions.
a. Prior to the execution of this Agreement, and then annually upon the anniversary date(s) of
the insurance policy’s renewal date(s) for as long as this Agreement remains in effect, the
Vendor will furnish the City with a Certificate of Insurance(s) (using appropriate ACORD
certificate, SIGNED by the Issuer, and with applicable endorsements) evidencing all of the
coverage set forth above and naming the City as an “Additional Insured” on the Commercial
General Liability Insurance and Commercial Automobile Liability Insurance. In addition when
requested in writing from the City, Vendor will provide the City with cer tified copies of all
applicable policies. The address where such certificates and certified policies shall be sent or
delivered is as follows:
City of Clearwater
Attn: Purchasing Department, ITB # 11-16
P.O. Box 4748
Clearwater, FL 33758-4748
b. Vendor shall provide thirty (30) days written notice of any cancellation, non -renewal,
termination, material change or reduction in coverage.
c. Vendor’s insurance as outlined above shall be primary and non -contributory coverage for
Vendor’s negligence.
d. Vendor reserves the right to appoint legal counsel to provide for the Vendor’s defense, for
any and all claims that may arise related to Agreement, work performed under this
Agreement, or to Vendor’s design, equipment, or service. Vendor agrees that the City shall
not be liable to reimburse Vendor for any legal fees or costs as a result of Vendor providing
its defense as contemplated herein.
The stipulated limits of coverage above shall not be construed as a limitation of any
potential liability to the City, and City’s failure to request evidence of this insurance shall
not be construed as a waiver of Vendor’s (or any contractors’, subcontract ors’,
representatives’ or agents’) obligation to provide the insurance coverage specified.
MILESTONES
Natural Gas Line Installation 22 ITB # 11-16
1. BEGINNING AND END DATE OF INITIAL TERM. April 2016 through March 2017.
If the commencement of performance is delayed because the City does not execute the contract
on the start date, the City may adjust the start date, end date and milestones to reflect the
delayed execution.
2. EXTENSION. The City reserves the right to extend the term of this contract, provided however,
that the City shall give written notice of its intentions to extend this contract no later than thirty
(30) days prior to the expiration date of the contract.
3. RENEWAL. At the end of the initial term of this contract, the City may initiate renewal(s) as
provided. The decision to renew a contract rests solely with the City. The City will give written
notice of its intention to renew the contract no later than thirty (3 0) days prior to the expiration.
Two (2), one (1) year renewals possible at the City’s option.
4. PRICES. All pricing shall be firm for the initial term of one (1) year; except where otherwise
provided by the specifications, and include all transportation, i nsurance and warranty costs. The
City shall not be invoiced at prices higher than those stated in any contract resulting from this bid.
a. The Contractor certifies that the prices offered are no higher than the lowest price the
Contractor charges other buyers for similar quantities under similar conditions. The
Contractor further agrees that any reductions in the price of the goods or services
covered by this bid and occurring after award will apply to the undelivered balance. The
Contractor shall promptly notify the City of such price reductions.
b. During the sixty (60) day period prior to each annual anniversary of the contract effective
date, the Contractor may submit a written request that the City increase the prices for an
amount for no more than the twelve month change in the Producer Price Index for Non-
Residential Construction Trades, Not Seasonally Adjusted as published by the U.S.
Department of Labor, Bureau of Labor Statistics (http://www.bls.gov/ppi/home.htm). The
City shall review the request for adjustment and respond in writing; such response and
approval shall not be unreasonably withheld.
At the end of the initial term, pricing may be adjusted for amounts other than inflation
based on mutual agreement of the parties after review of appropriate documentation.
Renewal prices shall be firm for at least one year, and may be adjusted thereafter as
outlined in the previous paragraph.
c. No fuel surcharges will be accepted.
RESPONSE ELEMENTS
Natural Gas Line Installation 23 ITB # 11-16
1. BID SUBMISSION. In a sealed container, using the mailing label provided, submit:
one (1) signed original bid,
one (1) copy of the bid, and
one (1) copy in a digital format on a CD or Thumb Drive.
2. BIDDER RESPONSE CHECKLIST. This checklist is provided for your convenience. It is not
necessary to return a copy of this solicitation’s Instructions, Terms and Conditions, or Detailed
Specifications with your bid response. Only submit the requested forms and any other requested
or descriptive literature.
Bid security (if requested) included
Original and proper number of copies with electronic format (if requested) included
Bid container properly labeled
Bid Pricing form completed and included
W -9 Request for Taxpayer Identification Number and Certification form completed and
included (http://www.irs.gov/pub/irs-pdf/fw9.pdf)
Exceptions/Additional Materials/Addenda form completed and included
Vendor Information form completed and included
Offer Certification form completed and included
Scrutinized Companies and Business Operations Certification Form
Drug and Alchohol training program information
CLEARWATER GAS SYSTEM - OVERVIEW
CUT ALONG THE DOTTED LINE AND AFFIX TO THE FRONT OF YOUR BID CONTAINER
Natural Gas Line Installation 36 ITB # 11-16
MAILING LABEL
CUT ALONG THE DOTTED LINE AND AFFIX TO THE FRONT OF YOUR BID CONTAINER
Natural Gas Line Installation 37 ITB # 11-16
--------------------------------------------------------------------------------- For US Mail ------------------------------------------------------------------------------
SEALED BID
City of Clearwater
Attn: Purchasing
PO Box 4748
Clearwater, FL 33758-4748
--------------------------------------------------------------------------------- For US Mail ------------------------------------------------------------------------------
---------------------------------------------- For Hand Deliveries, FEDEX, UPS or Other Courier Services ------------------------------------------------
SEALED BID
Submitted by:
Company Name:
Address:
City, State, Zip:
ITB #11-16, Natural Gas Line Installation
Due Date: March 3, 2016, at 10:00 A.M.
City of Clearwater
Attn: Purchasing, 3rd Floor
100 South Myrtle Avenue
Clearwater, FL 33756-5520
---------------------------------------------- For Hand Deliveries, FEDEX, UPS or Other Courier Services ------------------------------------------------
Submitted by:
Company Name:
Address:
City, State, Zip:
ITB #11-16, Natural Gas Line Installation
Due Date: March 3, 2016, at 10:00 A.M.
Page 1 of 10
EXHIBIT B – SPECIAL TERMS AND CONDITIONS
RFP #11-16
1. DEFINITIONS.
The Contract Documents consist of the Advertisement for Bids, Instructions to Bidders, Summary
of Information to Bidders, Method of Payment, Proposal (as accepted), Contract, General
Conditions, the Technical Specifications and the Drawings, including all modifications and
addenda thereof incorporated in the documents before their execution. These form the Contract.
The Owner as used herein shall refer to and designate a public body or authority, corporation,
association, partnership or individual for whom the work is to be performed, or his or their
authorized representative or agent.
The Contractor is the individual, partnership, corporation or other entity undertaking to do the
work herein specified, or his or their heirs, legal representatives, successors or assigns. When
more than one prime contract is awarded for a single project the general contractor shall be so
designated by the Owner.
The Engineer shall be Clearwater Gas System. The word Engineer shall include the officers,
agents, inspectors and employees of Clearwater Gas System.
A Subcontractor shall be an individual, partnership, corporation or other entity having a direct
contract with the Contractor to furnish material, work to a special design according to the plans
and specifications of this work, or supplying specialized labor and materials for this work. This
does not include one who merely furnishes material or labor not particular to this project.
Written Notice shall be deemed to have been fully served if delivered in person to the individual,
or to a member of the firm, or to an officer of the corporation, for whom it is intended, or if
delivered at or sent by registered mail to the last business address known to him who gives
notice.
The term "Work" of the Contractor or the Subcontractor includes labor or materials, or both,
equipment, transportation, or other facilities necessary to complete the contract.
All time limits stated in the Contract Documents are the ess ence of the Contract.
Whenever the word "approved" is used herein, it shall be held, unless otherwise specified, to
mean as approved by the Owner. Similar use will be made of the words "directed," "required,"
"permitted," and words of like import.
2. EXTENT OF CONTRACT.
The Advertisement for Bids, Instructions to Bidders, Summary of Information to Bidders, Method
of Payment, Proposal (as accepted), Contract, General Conditions, the Technical Specifications,
and the Drawings are, and shall be taken to be, parts of this Contract. All work and materials
mentioned in the specifications and not shown on the drawings and all work and materials shown
on the drawings and not mentioned in the specifications, and all work and materials necessary for
the completion of the work according to the true intent and meaning of the contract drawings and
specifications, and all work and materials required to complete the entire facility as described in
the Advertisement shall be furnished, performed and done, as if the same were both mentioned in
the specifications and shown on the drawings.
The drawings which accompany the specifications are herein designated contract drawings and
are for the purpose of illustrating the general character and extent of the work and are subject to
such modifications and elaboration’s by the Owner and Engineer as may be found necessary or
advisable, either before or during the prosecution of the work, and the Contractor shall conform to
and abide by whatever supplementary drawings and explanations that may be furnished by the
Engineer for the purpose of illustrating the work. The Engineer shall decide as to the true
meaning or intention of any portion of the specifications and drawings where the same may be
found unclear or in conflict.
Page 2 of 10
Should anything be omitted from the contract drawings or specifications which is necessary for a
clear understanding of the work, or should any error appear either in any of the various
instruments furnished or in the work done by other Contractors affecting the work included under
this contract, the Contractor shall promptly notify the Engineer of such omissions or errors, and in
the event of the Contractor's failure to do so, he shall make good any damage to or defect in his
work caused thereby. He will not be allowed to take advantage of any error or omission on the
contract drawings, as full instructions will be furnished by the Engineer, should such error or
omission be discovered, and the Contractor shall carry out such instructions as if originally
specified.
3. OBLIGATIONS OF CONTRACTOR.
The Contractor shall, at his own cost and expense unless otherwise specified, furnish all the
necessary materials, labor, supervision, manager, a 24-hour/7 days a week direct reliable
communication devices, tools, equipment and appliances, and shall construct, finish, test and
purge, connect in a safe, substantial and workmanlike manner the work of this contract within the
time and in the manner specified and in accordance with the contract drawings.
The Contractor shall complete the entire work to the satisfaction and approval of the Owner and
shall accept in consideration of, and as full compensation for the work, the sums set opposite the
respective classes of work and materials named in the Contract and proposals herein conta ined,
the said sums being the amount at which the Contract therefore was awarded to the Contractor.
Acceptance or approval of the work or materials by the Owner does not relieve the Contractor
from liability for poor or defective workmanship and/or materials and any such acceptance or
approval is understood to relate to work or materials which can be observed and does in no way
pertain to latent defects or defects ascertainable through testing.
4. SUBCONTRACTS.
The Contractor shall not assign or sublet the whole or any part of the work without the written
consent of the Owner and without the written approval by the Owner of the specific party to whom
it is proposed to assign or sublet the same. No such consent and approval, and no approval of
the form of such assignment or subletting, shall release or relieve the Contractor from any of the
obligations and liabilities assumed by him under this Contract, and, as between the parties
hereto, the Contractor shall remain responsible and liable as if no such assignment or subletting
had been made.
Nothing contained in the Contract documents shall create any contractual relationship between
any subcontractor and the Owner. The Contractor shall comply with the ASME B31Q Code,
which meets the requirements of Federal CFR 49 Part 192 Subpart N, particularly the “Span of
Control” ratio which requires the supervision of non-qualified personnel by OQ certified individuals
depending on the performance of the covered task
5. SEPARATE CONTRACTS.
The owner reserves the right to let other contracts in connection with this work. The Contractor
shall afford other contractors reasonable opportunity for the introduction and storage of their
materials and the execution of their work, and shall properly connect and coordinate hi s work with
theirs.
If any part of the Contractor's work depends for proper execution or results upon the work of any
other contractor, the Contractor shall inspect and promptly report to the Owner any defects in
such work that render it unsuitable for such proper execution and results. His failure to so inspect
and report shall constitute an acceptance of the other contractor's work as fit and proper for the
reception of his work except as to defects which may develop in the other contractor's work after
the execution of his work.
To insure the proper execution of his subsequent work, the Contractor shall measure work
already in place and shall at once report to the Owner any discrepancy between the executed
work and the drawings.
Page 3 of 10
Wherever work being done by the Owner's forces or by other contractors is contiguous to work
covered by this Contract, the respective rights of the various interests involved shall be
established by the Owner, to secure the completion of the various portions of the work in general
harmony.
6. BONDS.
The bidder to whom the Contract is awarded must, within ten (10) calendar days following notice
of award, present himself to the place designated in the official notice of acceptance, for signing
of the Contract and the plans, and to substitute for the bid security, a surety performance -
payment bond in the amount of thirty percent (30%) of the Contract price, conditioned that the
Contractor will faithfully perform all work of this contract and promptly pay for all materials
furnished and labor supplied or performed in the prosecution of all work. All bonds and insurance
shall be issued by companies authorized to transact business in the State of Florida and
acceptable to the Owner.
7. ACCIDENTS AND CLAIMS.
The Contractor shall be held responsible for all accidents and shall indemnify and protect the
Owner and Engineer from all suits, claims and actions brought against it, and all cost for liability
to which the Owner or Engineer may be put for any injury or alleged injury to the person or
property of another resulting from negligence or carelessness in the performance of the work, or
in protection of the project site, or from any improper or inferior workmanship, or from inferior
materials used in the work.
8. MUTUAL RESPONSIBILITY OF CONTRACTORS.
Should a Contractor in the performance of his Contract cause damage to any person, any
property, or work of another Contractor working on this project, he shall, upon due notice to do so
from the Owner or other party to the damage, arrange for an amicable settlement thereon. It is
agreed by all parties herein that such disputes shall not delay completion of the work, nor be
cause for claim against the Owner or Engineer. Work shall be continued by the party claiming
damages at his expense, subject to such damages as may be obtained by due course of law.
9. CONTRACTOR'S LIABILITY.
The status of the Contractor in the work to be performed by him under this Contract is that of an
independent Contractor and that as such he shall properly safeguard against any and all injury or
damage to any person, to public and private property, materials and things; and that, as such, he
alone shall be responsible for any and all damage, loss or injury to persons or property that may
rise, or be incurred, in or during the conduct or progress of said work without regard to whether or
not the Contractor, his subcontractors, agents, or employees have been negligent; and that
Contractor shall keep the Owner and Engineer free from, and shall discharge any and all
responsibility and therefore of any sort or kind. The Contractor shall assume all responsibility for
risks or casualties of every description, for any or all damage, loss or injury to persons or property
arising out of the nature of the work, from the action of the elements, or from any unforeseen or
unusual difficulty, including losses of associated business revenue resulting from utility damage,
the Contractor shall assume and be liable for all blame and loss of whatsoever nature by reason
of neglect or violation of any federal, state, county, or local laws, regulations or ordinances; that
Contractor shall indemnify and save harmless the Owner and Engineer all their officers, agents,
and employees, from all suits or actions at law of any kind whatsoever in connection w ith this
work and shall, if required by the Owner, produce evidence of settlement of any such action
before final payment shall be made by the Owner. Contractor acknowledges receipt of one dollar
as full and specific consideration for this indemnity agreement.
10. FAMILIARITY WITH CONTRACT REQUIREMENT.
It is the responsibility of, and it is hereby agreed that, the Contractor has, prior to signing of the
Contract, satisfied himself as the nature and location of the work, the conformation of the ground,
the character, quality, and the quantity of the materials which will be required, the character of
equipment and facilities needed preliminary to and during the prosecution of the work, the general
Page 4 of 10
and local conditions, and of all other matters which can in any way affect the scope of the work
under this Contract.
Information concerning the general condition of the project site existing at the time of bidding is
presented in the plans and specifications solely for information and convenience in describing the
work to be accomplished and the use by the Contractor of such information cannot in any way
relieve the Contractor of his responsibilities as outlined herein for determining the actual
conditions existing at the site and for basing his bid price upon such conditions.
No verbal agreement or conversation with any officer, agent, employee of the Owner, or the
Engineer, either before or after the execution of this Contract, shall affect or modify any of the
terms or obligations herein contained. Failure to com ply with any or all of the requirements will not
relieve Contractor from the responsibility of properly estimating the difficulty or costs of successful
completion of the work nor from the responsibility for the faithful performance of the provisions of
this Contract.
11. PERMITS AND LICENSES.
Permits and licenses of a temporary nature necessary for the prosecution of the work shall be
secured and paid for by the Contractor unless otherwise specified. Permits, licenses and
easements for CGS gas mains and services classified as CGS permanent structures or
permanent changes in existing facilities will be secured and paid for by the Owner, unless
otherwise specified. Contractor will also be responsible for obtaining gas permits related to
house piping connections to gas meter if required, and maintenance of appropriate trade licenses
to perform the specific scope of work described in this contract, including consumer’s
underground house piping and gas meter relocation piping and connections. They also will be
noted as contractor of record on the applicable permits and be licensed as a contractor in the
disciplines of plumbing or Natural / LP gas contracting in the State of Florida and registered in
Pinellas and or Pasco counties to perform all underground house piping related work and meter
connections.
The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations
bearing on the conduct of the work as drawn and specified. If the Contractor observes that the
drawings and specifications are at variance therewith, he shall promptly notify the Engineer in
writing, and any necessary changes shall be adjusted as provided in the contract for changes in
the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances,
rules and regulations, and without such notice to the Engineer, he shall bear all costs arising
there from.
12. LAWS AND REGULATIONS.
The Contractor at all times shall observe and comply with all Federal, State, Local, and/or
Municipal laws, ordinances, rules, and regulations in any manner and those which may be
enacted later, or bodies or tribunals having jurisdiction or authority over the work and shall
indemnify and save harmless the Owner against any claim or liability arising from, or b ased on,
the violation of any such law, ordinance, rule, regulation, order, or decree.
The bidder is assumed to have made himself familiar with all Federal, State, Local, and Municipal
laws, ordinances, rules, and regulations which in any manner affect those engaged or employed
in the work, or the materials or equipment used in or upon the work, or in any way affect the work
and no plea of misunderstanding will be considered an excuse for the ignorance thereof. The
Contractor shall be licensed and competent in the required discipline of installing gas mains,
services, underground customer piping systems and related gas meter connections.
13. PLANS, SPECIFICATIONS AND SHOP DRAWINGS.
The specifications are intended to supplement and clarify the plans. Work is sometimes called for
in the specifications that is not shown completely on the plans; and the plans sometimes indicate
work that is not mentioned in the specifications. Both plans and specifications must be complied
with completely in order to fulfill the Contract requirements; and whether or not the work is
specifically defined in any bid item, any work called for by either is as binding as if it were called
Page 5 of 10
for by both. The construction drawings, as prepared prior to receiving bids, are intended to
describe the general scope of the work and to form the basis of comparable bids and may be
supplemented after award of the contract with manufacturer's shop drawings, detailed working
drawings and other detailed data necessary to thoroughly describe the requ irements of the
finished facility. In no case, however, will such supplemental information form the basis of claims
by the Contractor for increased compensation and in no case will the required work described by
the supplemental information be considered as extra work. In case of conflict between plans and
specifications, the Engineer shall be the sole judge of which shall prevail. The Engineer shall
make all necessary explanations as to the true meaning and intent of the plans and
specifications. Any errors or omissions in the plans and specifications may be corrected by the
Engineer when such corrections are necessary for the proper completion of the work.
The Contractor shall sign and stamp approved all shop or setting drawings for items of equipment
on which he has bid and proposes to install, to verify field dimensions, design criteria, and
materials. After the Contractor has signed and approved the as built drawings, they shall be
promptly submitted to the Owner in quadruplicate for review for conformance with the design
concepts of the project. The Contractor shall call Owner's attention to any deviation in the shop
drawings or submittals from the requirements of the plans and specifications. No deviation from
the plans and specifications shall be appr oved without a written Change Order. Changes or
corrections may be noted by the Owner and one copy will be returned to the Contractor. The
Contractor shall make any corrections required by the Owner and shall return the required
number of corrected copies of shop drawings until no exception is taken. The Contractor shall
direct specific attention in writing to revisions on resubmitted shop drawings other than the
corrections called for by the Owner on previous submissions. Contractor's stamp of approval on
any shop drawings shall constitute a representation to the Owner that the Contractor has either
verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and
similar data or he assumes full responsibility for doing so and that he has reviewed or coordinated
each shop drawing with the requirements of the work and the Contract documents.
The shop drawings in no way become a part of the Contract documents but are furnished for
informational purposes only. Regardless of corrections made in, review or approval given to such
drawings by the Engineer, the Contractor shall be responsible for the accuracy of such drawings
and for their conformity to the Contract plans and specifications.
14. WORKING SCHEDULES AND PROGRESS CHARTS.
The Contractor shall prepare and submit to the Owner for approval prior to initiating construction
activities a working schedule showing the locations and the order in which the Contractor
proposes to undertake the construction. A schedule will include an ticipated starting and
completion dates for the various sections and items included in this Contract and will also indicate
scheduled delivery date for all mechanical equipment. All work provided to the contractor,
including service lines shall be scheduled within a 72 hour turn around; emergency work will have
an immediate response. FDOT, County and Municipal permit utilization right of way and road
crossing permit installations shall be prioritized to recover from the delay associated with
obtaining the permit.
Accompanying this schedule shall be a chart sufficiently large to be suitable for recording the
progress of the work. The Contractor will be required to indicate actual progress on this chart and
printed copies shall be made available at the end o f each month. These progress charts will be
used in preparing the monthly estimates to the Owner. The contractor shall furnish an electronic
copy of the daily work schedule in advance of the work being done preferably prior to the
beginning of the work day. Copies include Construction Inspection, Gas Sales, Dispatch and
Senior Accountant. The contractor shall also provide an electronic copy of the daily completed
work being done preferably at the end of that work day or the beginning of the next work day.
15. SUPERVISION AND RESPONSIBILITY OF THE CONTRACTOR.
The Contractor shall give the work the constant attention necessary to facilitate the progress
thereof and shall cooperate with the Owner and with other contractors in every way possible. The
Page 6 of 10
Contractor shall at all times have an OQ competent superintendent and field supervisors, capable
of reading and thoroughly understanding the drawings and specifications, as his agent on the
work, who shall, as the Contractor's agent, supervise, direct and otherwise conduct the work.
Such superintendent shall be furnished irrespective of the amount of work sublet.
The Contractor shall be solely and wholly responsible for delivering the completed work in a
good, safe and workmanlike condition and for the good condition of the work and materials until
final acceptance and his formal release from his obligations. He shall bear all losses resulting on
account of the weather, fire, the elements, or other causes of every kind or nature.
The Contractor shall indemnify and hold harmless (to a limit of $10,000,000) the Owner and the
Engineer and their agents and employees from and against all claims, damages, losses and
expenses, including attorneys' fees arising out of or resulting from the performance of the work,
provided that any such claim, damage, loss or expenses is:
(a) attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property (other than the work itself), including the loss of
use resulting there from and,
(b) is caused in whole or in part by any negligent act or omission of the Contractor,
any Subcontractor, anyone directly or indirectly employed by any of them or
anyone for whose acts any of them may be liable, regardless of whether or not it
is caused in part by a party indemnified hereunder.
In any and all claims against the Owner or the Engineer or any of their agents or employees by
any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any
of them or anyone for whose acts any of them may be liable, the indemnification obligation shall
not be limited in any way by any limitation on the amount or type of damages, compensation or
benefits payable by or for the Contractor or any Subcontractor under Worker's Compensation
Acts, Disability Benefits Acts or other employee benefit acts.
The Contractor shall be held responsible for any violation of laws or ordinances affecting in any
way the conduct of all persons engaged, or the materials or methods used by him, on the work.
The Contractor shall provide and maintain at his own expense, in a sanitary condition, such
portable chemical toilets accommodations for the use of his employees as are necessary to
comply with the requirements and regulations of the State Department of Health & Rehabilitative
Services or the County Health Department. He shall commit no public nuisance. Sanitary facilities
shall be at least 500-feet from the nearest water well or waterway. Portable toilets shall have
incorporated therein holding containers which s hall be tightly closed and all waste shall be
pumped out and transported away from the site of the work weekly and disposed of properly. The
portable toilet facilities shall be sanitized weekly and not become a nuisance
Any instructions, directions, or ord ers from the Owner shall be given to the Contractor through his
authorized representative. The Owner, except in the absence of the representative, has no
authority to give directions, orders or instructions directly to the Contractor.
16. SERVING NOTICE.
Any notice to be given the Contractor under this contract shall be deemed to be served if the
same be delivered to the person in charge of any office used by the Contractor or his
superintendent or agent at or near the work, or deposited in a post office, postpaid, addressed to
the Contractor at his place of business as set forth in this contract.
17. OBSERVATION OF THE WORK.
The Owner or his authorized representative-CGS inspector shall have free access to the
materials and the work at all times for measuring or observing the same, and the Contractor shall
afford him all necessary facilities and assistance for so doing. The contractor shall furnish to
CGS a daily work schedule and list of all completed jobs. The notification shall be sent before the
start of the work day and a distribution list shall be provided with necessary updates. After written
Page 7 of 10
authorization to proceed with the work and the Engineer has been engaged to act as the Owners
representative, the Engineer shall:
A. Make visits to the site at intervals appropriate to the various stages of construction to
observe the progress and quality of the executed work and to determine in general if the
work is proceeding in accordance with the Contract Documents; he will not be required to
make exhaustive or continuous on-site observations to check the quality or quantity of the
work, he will not be responsible for the construction means, methods, procedures,
techniques and sequences of construction and he will not be responsible for the
Contractor's failure to perform the construction work in accordance with the Contract
Documents; he will not be responsible for safety precautions and procedures in
connection with the work; and during such visits and on the basis of his on-site
observations as an exper ienced and qualified design professional he will keep the Owner
informed of the progress of the work, will endeavor to guard the Owner against defects
and deficiencies in the work of Contractors and may disapprove work as failing to
conform to the Contract Documents.
B. Review samples, catalog data, schedules, shop drawings, laboratory, shop and mill tests
of materials and equipment and other data which the Contractor is required to submit,
only for conformance with the design concept of the project and compliance with the
information given by the Contract Documents, and assemble written guarantees which
are required by the Contract Documents. Review of shop drawings by Engineer shall not
relieve Contractor from his responsibility to perform his work in ac cordance with the plans
and specifications.
C. Consult with and advise the Owner, act as the Owner's representative at the project site,
issue all instructions of the Owner to the Contractor and prepare routine Change Orders
as required.
D. Based on his on-site observations as an experienced and qualified design professional
and on his review of the Contractor's applications for payment, determine the amount
owing to the Contractor and approve in writing payment to the Contractors in such
amounts; such approvals of payment to constitute a representation to the Owner, based
on such observations and review of the data comprising such applications, that the work
has progressed to the point indicated and that, to the best of his knowledge, information
and belief, the quality of the work is in accordance with the Contract Documents, subject
to the results of any subsequent test called for in the Contract Documents and any
qualifications stated in his approval. Such partial and final payments will be as specified
elsewhere herein except as modified in this paragraph.
E. Conduct, in company with the Owner, a final site visit of the project for general
conformance with the design concept of the project and general compliance with the
information given by the Contract Documents, and recommend in writing final payment to
the Contractor.
18. EXAMINATION OF THE WORK.
The authority and duties of the resident project representatives when provided and authorized as
employees of the Engineer and when the employment thereo f is authorized and paid by the
Owner, are limited to examining the material furnished, observing the work done and reporting
their findings to the Engineer. The Engineer does not underwrite, guarantee or insure the work
done by the Contractor. It is the Contractor's responsibility to perform the work in all details in
accordance with the Contract Documents, and the Engineer shall never be responsible or liable
to either the Owner or the Contractor or any other party by reason of the Contractor's failure t o do
so. Failure by the Engineer or by any project representative or other representative of the Owner
engaged in on site observation to discover defects or deficiencies in the work of the Contractor
shall never, under any circumstances, relieve the Contractor from his responsibility therefore to
the Owner, or subject the Engineer to any liability to the Owner, the Contractor, or any other party
for any such defect or deficiency.
Page 8 of 10
Project representatives shall have no authority to permit deviation from or to modify any of the
provisions of the Drawings or Specifications without the written permission or instruction of the
Engineer, or to delay the Contractor by failure to observe the materials and work with reasonable
promptness.
The Engineer, his representatives, employees, or any resident project representative in the
employment of the Engineer will not have authority to supervise, direct, expedite or otherwise
control and instruct or order the Contractor or his employees in the fulfillment of the Contracto r's
obligation. The Owner's instructions, orders, directions and/or orders to the Contractor shall be
given only through the Engineer, or his employees. The Engineer may only advise the Contractor
when it appears to the Engineer that the work and/or materials do not conform to the
requirements of the Contract Documents, including the Drawings and Specifications.
The payment of any compensation, irrespective of its character or form, or the giving of any
gratuity, or the granting or any valuable favor, directly or indirectly, by the Contractor to any
project representative, is strictly prohibited, and any such act on the part of the Contractor will
constitute a violation of the contract.
If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority
having jurisdiction require any work to specifically be inspected, tested, or approved by someone
other than the Contractor, the Contractor will give the Engineer timely notice of readiness
therefore. The Contractor will furnish the Engineer the required certificates of inspection, testing
or approval. All such tests will be in accordance with the methods prescribed by the American
Society for Testing and Materials, or such other applicable organization as may be required by
law or the Contract Documents. If any such work required so to be inspected, tested or approved
is covered without written approval of the Engineer, it must, if requested by the Engineer, be
uncovered for observation at the Contractor's expense. The cost of all such inspections, tests and
approvals shall be borne by the Contractor unless otherwise provided.
19. PROTECTION OF WORK AND PROPERTY.
The Contractor shall continuously maintain adequate protection of all his work from damage and
shall protect the Owner's property from injury or loss arising in connection with this Contract. He
shall make good any such damage, injury, or loss, except such as maybe directly due to errors in
the Contract Documents, or caused by agents or employees of the Owner. He shall ade quately
protect adjacent property as provided by law and the Contract Documents. He shall provide and
maintain all passage ways, guard fences, lights, and other facilities for protection required by
public authority or local conditions.
From the start of the work until the completion and acceptance of the work, the Contractor shall
be solely responsible for the work covered by this contract and for the materials delivered at the
site intended to be used in the work and all injury or damage done to the same from whatever
cause as well as any damage done by him, his agents, employees and for subcontractors in the
performance of the work, shall be made good by him at his own expense before the final payment
is made. The Contractor shall be responsible for the preservation of all trees along and adjacent
to the work and shall use every precaution necessary to prevent damage or injury thereto. The
Contractor shall not willfully or maliciously injure or destroy trees or shrubs, and he shall not
remove or cut them without proper authorization from the Owner. Any limbs or branches of trees
broken during such operations shall be trimmed with a clean cut and painted with an approved
tree healing compound. The Contractor will be liable for all damages or at the option of the Owner
may be required to replace or restore at his own expense, all vegetation not protected and
preserved that may be destroyed or damaged.
The Contractor shall provide suitable means of protection for all materials intended to be used in
the work and for all work in progress, as well as for completed work.
The Contractor shall furnish all the necessary equipment, shall take all necessary precautions
and shall assume the entire cost of handling any sewage, seepage, storm, surface and flood
flows which may be encountered at any time during the construction of the work. The manner
providing for these occurrences shall meet with the approval of the Owner, and the entire cost of
Page 9 of 10
said work shall be considered as having been included in the unit prices submi tted for the several
items of the work to be done under this contract.
20. USE OF COMPLETED PORTIONS.
The Owner shall have the right to take possession of and use any completed or partially
completed portions of the work, notwithstanding that the time for completing the entire work or
such portions may not have expired but such taking possession and use shall not be deemed an
acceptance of any work not completed in accordance with the Contract Documents. If such prior
use increases the cost of or delays the work, the Contractor shall be entitled to such extra
compensation, or extension of time, or both, as the Owner may determine.
21. CHANGES IN THE WORK.
If for any reason it be deemed necessary in the opinion of the Owner to make any variations in
the scope or nature of the work, which variations increase or decrease the quantities of the work
specified, or change the location to an extent not unreasonably affecting the conditions of the
work, and further interpreted by the Owner as involving no classes of work other than those called
for by this contract, the Contractor shall, upon written order from the Owner to that effect, make
such variations. If such variations diminish the quantity of the work to be done, no claim for
damages or for anticipated profits on the work that may be dispensed with shall there by accrue
to the Contractor, and the value of the work dispensed with will not be included in any payments
made to the Contractor. If such variations increase the amount of the work, the value of suc h
increase shall be determined and fixed by the Owner in accordance with the quantity of such
work actually done, and at the unit prices stipulated in the contract.
All major changes will be issued in a standard form which will contain a description of the work
involved in the change, a reference to the proper construction drawings or revised drawings and
will not be effective until signed by the Owner and Contractor.
Such alterations or changes as are mentioned in this section shall not vitiate or annul th e
obligations of the contract or the agreement for the work.
Should, in the opinion of the Owner, any contemplated change in the quantities of the work, or
alterations thereof, materially affect the character of the work, or any part thereof, or materially
affect the compensation for the same, then the work shall be classed as extra work.
22. EXTRA WORK / INCREASED COMPENSATION.
The Owner may at any time, by a written order, without notice to the Sureties, and without
invalidating the contract, require the performance of such extra work or substantial changes in the
work as it may find necessary or desirable. The amount of compensation to be paid to the
Contractor for any extra work, as ordered, shall be determined as follows:
(a) By unit prices named in contract and subsequently agreed upon.
(b) By a lump sum mutually agreed upon by the Owner and the Contractor; or
(c) If no such unit prices are set forth and if the parties cannot agree upon a lump
sum, then by the actual net cost in money to the Contractor of the wages of
applied labor (including premiums for Worker's Compensation Insurance, and
Social Security taxes); plus twenty per centum (20%) as compensation for all
items of profit, administration, overhead, superintendence, insurance other than
Worker's Compensation Insurance, materials used in temporary structures,
allowances made by the Contractor to subcontractors, additional premiums upon
the performance bond of the Contractor and the use of small tools; plus the net
cost to the Contractor for the materials required in the extra work; plus the cost of
rental for plant equipment (other than small tools) required and approved for the
extra work.
23. DEFECTIVE WORK OR MATERIALS.
If at any time any materials or workmanship should be discovered which do not comply with the
Page 10 of 10
plans, specifications and contract drawings, such defective work and/or material shall
immediately be removed or corrected by the Contractor when notified to do so by the Owner, and
such defects shall be replaced or corrected at the Co ntractor's expense. Any work or materials
condemned by the Owner as unsuitable, potentially unsafe or improperly done shall be removed
and repaired or otherwise remedied by replacement, as the Owner may require. Any defective
work regulated by an established OQ covered task shall require the individual, responsible for
such failure, to be OQ recertified prior to performing such covered task.
If the Contractor shall neglect or refuse to remove or replace defective work or materials within
seven (7) days from the date of the notice from the Owner to do so, then the Owner may remove
or cause the same to be removed and satisfactorily replaced by contract or otherwise, as they
may deem expedient, and they may and are empowered, to charge the expense thereof to the
Contractor. The expense so charged will be deducted and paid by the Owner out of such monies
as are or may become due under this agreement, or if such monies are not sufficient to meet said
expense, the additional monies shall be furnished by the Contr actor, and if he refuses or neglects
to provide the necessary monies they shall be provided by his Surety.
Page 1 of 30
EXHIBIT C - TECHNICAL SPECIFICATIONS
RFP #11-16
B. GENERAL CONDITIONS
T.1 MATERIALS SUPPLIED BY THE OWNER
Clearwater Gas System shall supply the following materials: piping (carrier and casing); valves
and valve boxes; concrete valve rings; fittings; tracer wire; marker tape; marker poles; and splice
kits. The contractor shall supply the labor necessary for loading the materials supplied by CGS.
The contractor shall provide all other materials necessary to complete the work. The contractor
shall be responsible for all materials disbursed including accurately inventory of such materials.
Contractor shall provide a trailer capable of transporting 40' or longer lengths of polyethylene pipe
without damaging pipe.
T.2 PERMITS
The Contractor shall perform all work in strict accordance with the requirements of the following
permits which will be obtained by the Owner: Pinellas County Use Permit, Various City Use
Permits, Florida Department of Transportation Utility Permit, CSX railroad, Army Corps of
Engineers permit and the Florida Department of Environmental Protection Dredge and Fill
Exemption. The contractor is responsible for obtaining any necessary permits with gas meter
relocations and shall be listed as the contractor of record for underground gas h ouse piping
installations.
T.3 JOINING OF PLASTIC PIPE
The Contractor shall get prior approval from Clearwater Gas System to use electric fusion
couplings. If electric fusion couplings are used for non-contractor convenience, they shall be
supplied at an additional cost to the Contractor.
The Contractor shall provide either an Central, Innogaz or Friatec universal electro fusion control
box, capable of storing a minimum of 100 fusion records, pipe alignment clamp, tapping tee
alignment clamp, tapping wrench, pipe scraper, and all other tooling specified by the Electro
Fusion machine manufacturer in their respective installation procedures.
Contractor shall provide the necessary electric power supply to meet the power requirements as
specified by the manufacturer of the fusion equipment. Pipe support stands shall be utilized to
support pipe during fusion joining, directional boring pull in, and while lowering of the pipe into the
trench. Pipe support stands shall not be spaced greater than 15' apart for directional boring pull
in. Pipe shall be supported with stands at all time it is placed on pavement to avoid scratching the
pipe surface.
The Contractor shall provide a pyronometer capable of testing the temperature of the heating
iron, while at fusion t
heating iron shall be verified each morning in the presence of the CGS Inspector. More frequent
testing may be required at the discretion of CGS Inspector. Both sides of the heater p lates shall
be checked for temperature accuracy
Note: All fusion and related equipment must be in good working order and properly maintained
during project installation. The CGS will inspect the preceding items and reject those not in
compliance. The CGS shall have the right to reject any or all equipment judged inadequate to
properly fuse Polyethylene Pipe and its Fittings.
Page 2 of 30
B. GENERAL REQUIREMENTS
T.4 TRAFFIC CONTROL
The Contractor shall provide and maintain traffic within the limits of the project for the duration of
the construction period, in accordance with the requirements of FDOT Section 102 of the
"Standard Specifications", as amended herein.
The local streets shall be kept open to two-way traffic for the duration of the construction period,
except that one lane of traffic will be permitted provided that flagmen are used. The Contractor
will not be permitted to isolate access to residences or places of business. Traffic on County
roads and State highways shall be controlled in accordance with the current standards of the
appropriate agency. The contractor shall only utilize Florida certified Maintenance of Traffic
(MOT) personnel when installing and maintaining approved work zone maintenance of traffic
devices. No roadway shall be closed without proper advanced notification to Clearwater Gas
System and the authority having jurisdiction, such as local police and fire.
The Contractor shall furnish, erect and maintain all necessary traffic control and safety devices, in
accordance with the Florida Department of Transportation "ROADWAY AND TRAFFIC DESIGN
STANDARDS", applicable edition, and State of Florida "MANUAL OF TRAFFIC CONTROL AND
SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION MAINTENANCE AND
UTILITY OPERATIONS", applicable edition, and shall take all necessary precautions for the
protection of the work force personnel and the safety of the traveling public for the duration of the
construction period.
T.5 PROGRESS PHOTOGRAPHS
The Contractor shall furnish digital photographs, as directed by the Owner, showing the job,
before, during and upon completion of the construction.
T.6 STANDARDS
Wherever in these Contract documents reference is made to any of the following, or other,
specifications, codes, standards, and requirements, by abbreviation or name, it shall be
understood that the specifications, codes, standards, and requirements in effect on the date of
advertisement for bids shall govern.
ASTM American Society for Testing Materials
ASME American Society for Mechanical Engineers
ASA American Standards Association
AWWA American Water Works Association
NEMA National Electric and Manufacturers Association
AIEE American Institute of Electrical Engineers
AASHTO American Association of State Highway and Transportation Officials
NBFU National Board Fire Underwriters
NEC National Electric Code
ACI American Concrete Institute
AGA American Gas Association
AISC American Institute Steel Construction
AWPA American Wood Preservers Association
Fed. Spec. Federal Specifications U.S. Government
SBC Southern Building Code
Page 3 of 30
FDOT Florida Department of Transportation
NFPA 54 National Fuel Gas Code
IFGC International Fuel Gas Code
FBC-FG Florida Building Code Fuel Gas
"Standard Specifications" - FDOT Standard Specifications for Road and Bridge Construction,
latest edition, including all supplemental specifications, indices and other directives in effect.
T.7 SAFETY AND HEALTH REGULATIONS
The Contractor shall comply with the Department of Labor Safety and Health Regulations for
construction promulgated under the Occupational and Health Act of 1970 (PL596) and under Sec.
107 of the Contract Work Hours and Safety Standards Act (PL 91 -54). The Contractor shall
comply with OSHA 1926 Subpart P Excavation, the State of Florida Trench Safety Act and th e
City Of Clearwater Trench Safety Regulations.
T.8 USE OF CHEMICALS
All chemicals used during project construction or furnished for project operation, whether
herbicide, pesticide, disinfectant, polymer, reactant or of other classification, must show app roval
of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict
conformance with instructions. All drill mud and hydraulic oil shall be EPA approved and
environmentally friendly.
T.9 REPAIR OF DAMAGED SEWER LINES
The Contractor shall schedule his work so as to either minimize or completely eliminate any by-
pass of raw sewage during construction. All damaged sewer lines shall be repaired immediately
and upon notification.
T.10 TESTS
Tests of material, where required by the specifications, shall be paid for by the Contractor. The
selection of bureaus, laboratories, and/or agencies for the inspection and testing of supplies,
materials or equipment shall be subject to the approval of the Engineer. Satisfactory
documentary evidence that the materials have passed the required inspections and tests must be
furnished to the Owner.
Steel Pipe Inspection Radiography Using X-Ray and Gamma γ Ray on Welds - Radiography
is one of the most useful of the non-destructive tests which can be applied for assessing the
quality of the welded joints. Radiograph has been used for the inspection of welds of all types and
thicknesses ranging from minute welds in electronic components to welds up to half meter thick
employed in heavy fabrications. All potential welder operating on CGS facilities shall be weld
tested by both destructively and non- destructively methods of evaluation. Welding certification is
limited to 6 months before requalification is required.
Radiography can detect flaws or discontinuities in welds such as:
(i) Cracks.
(ii) Porosity and blow holes.
(iii) Slag, flux or oxide inclusions.
(iv) Lack of fusion between the weld metal and the parent metal
(v) Incomplete penetration
Page 4 of 30
T.11 WATER AND ELECTRIC POWER
The cost of all water for construction and testing purposes, as well as the expense of having the
water conveyed to and about the work, must be borne by the Contractor and the cost of this work
shall be considered as having been included in the unit or lump sum prices stipula ted for the
several items of work to be done under this contract.
Unless otherwise specifically permitted by the Engineer, all water used for construction purposes
shall be obtained from the public water supply main through appropriate metering.
The Contractor shall make his own arrangements for electric light and power, as may be required
for his work. Electric light and power and water shall not be utilized from any location without
written consent of the property owner.
T.12 DETOURS
The Contractor must so schedule his work that in no case are two adjoining parallel streets
closed for utility construction at any one time. If, in the opinion of the Owner, a traffic hazard or an
unreasonable long detour is caused by the Contractor's plan of work, he shall immediately revise
his working schedule and reopen whatever streets are required for maintenance of traffic. The
Contractor will, in no case, be permitted to start work in any new location without permission of
the Owner. If the Contractor shall disregard the instructions of the Owner concerning traffic
control, it will be considered sufficient cause to invoke that section of the specifications entitled
"The Owner's Right to Terminate Contract." The Contractor will be responsible for placing and
maintaining "Detour" signs when required, or when directed by the Owner. The local fire
department and 911 dispatch center shall be notified of any street closures in advance of such
closure.
T.13 EXISTING UTILITIES
The Contractor will be required, at his own expense, to do everything necessary to locate,
protect, support, sustain and avoid conflicts with existing water, gas and service pipes, storm and
sanitary sewers, existing structures, electric light and power lines, telephone poles, conduits,
roads and other fixtures on the site of the work. In case any of the said water, gas, and service
pipes, storm and sanitary sewers, existing structures, electric light and power lines, telephone
poles, conduits, roads and other fixtures be damaged, they shall be repaired, but the cost thereof
shall be considered as having been included in the prices stipulated for the various items of work
to be done under contract; per OSHA 1026.651.
T.14 SANITARY MEASURES
Sanitary, portable chemical toilets, conveniences for the use of all persons employed on the work
shall be provided and maintained by the Contractor in sufficient number, in such manner and in
such places as shall be approved by the Owner. All persons connected with this work shall be
obliged to use them, and any employees found violating these provisions shall be discharged and
not again employed without written consent. All necessary precautions, including the care of
employees, and prevention of any pollution of the existing water supply shall at all times be
satisfactory to the governing authorities. The Contractor shall promptly and fully comply with all
orders and regulations in regard to these matters.
Page 5 of 30
T.15 CLEANING UP
As the work progresses, the Contractor shall remove from the site and dispose of debris and
waste material. Particular attention shall be given to minimizing any fire hazard from combustibles
as may be used in connection with the work. On or before the date of the final estimate for the
work, the Contractor shall tear down and remove all temporary structures built by him, shall
remove all construction plant used by him and shall repair and replace all parts of existing
embankments, fences, sidewalks, shrubbery or structures which were removed or injured by the
Contractor's operations or by employees of the Contractor; shall thoroughly clean out all sewers,
drains, pipes, manholes and miscellaneous structures and shall remove all rubbish and leave
ground, thoroughfares, and right of ways in a neat and satisfactory condition.
T.16 FAILURE TO CLEAN UP
Upon failure of the Contractor to keep the sites of his operations clean, to the satisfaction of the
Owner may upon twenty-four (24) hours' notice to the Contractor, remove any rubbish, materials,
earth, etc., which the Owner may deem necessary, charging the cost thereof to the Contractor
and may deduct the amount from any money that may be due him.
T.17 RESTORATION OF SURFACE
The Contractor shall replace all surface material, and shall restore paving with hot asphalt (unless
otherwise stipulated), curbing, sidewalks, gutters, shrubbery, fences, sod, and other surfaces
disturbed to a condition equal to that before the work began, furnishing all labor and materials
incidental thereto. In restoring paved surfaces, new pavement is required except that gra nite
paving blocks, sound brick, or asphalt paving blocks may be reused. Restoration work should be
expedited.
T.18 PROJECT RECORD DRAWINGS (AS- BUILTS)
The Contractor shall maintain continuous "record" data for the project, including accurate records
of location, length, pressure test charts, elevation of all pipe lines and piping installed and all
architectural, mechanical, or structural features of the Contract and will provide specific
information to Clearwater Gas System as required. A set of drawings will be provided to the
Contractor to be kept at the job site for this purpose. After completion of any portion of the job
site, the Contractor shall deliver to CGS a professional drawing of completed work, with accurate
notations recorded thereon as necessary to revise the drawings for record purposes. Information
to be shown for Gas mains and service lines shall include the location of valves, tees, and offsets
dimensions to the nearest permanent objector monument two road centerline measurements.
Information to be shown on a submitted as built or service line installation card shall include the
distance to the nearest cross street center line, length of service line, measurement from building
corner, a north arrow and building number served. The C ontractor will be held responsible for the
accuracy of such data and shall bear any monetary costs incurred in finding gas utilities as a
result of incorrect data furnished by the Contractor. The contractor shall provide all rod sheets
associated with directional boring.
Page 6 of 30
C. TRENCHING, BACKFILLING AND COMPACTING FOR UTILITY SYSTEMS
PART 1 - GENERAL
T.19 WORK INCLUDED
A. The work included under this Section consists of clearing, excavating, grading and backfilling
as required for the construction of the utility systems consisting of piping and appurtenances
as shown on the Drawings and specified herein.
PART 2 - PRODUCTS
T.20 BEDDING MATERIAL
A. Bedding material for use below the water table or in wet trenches shall be pea rock, drain
field lime rock or similar material as approved by the Owner’s Representative. Pipe bedding
material for use in dry trenches shall be lime rock screenings, sand or other fine inorganic
material as approved by the Owner’s Representative.
T.21 ADDITIONAL BACKFILL MATERIAL
A. Additional backfill material shall be a noncohesive, nonplastic granular mixture of local sand
and rock and shall be free from vegetation, organic material, marl, silt or muck. No stones or
rocks shall be larger than 6-inches in diameter, and when placed within 1-foot of piping and
appurtenances stones or rocks shall be no larger than 2-inches in diameter (1-inch for PVC).
T.22 ROCK SHIELDING
A. Rock Shield is a flexible padding designed for the protection of the corrosion coating on
pipelines when rocky backfill is encountered. Rock shield shall be placed in all areas where
gas mains placement encounter rock type soil conditions that can damage and further impair
epoxy coatings or plastic pipelines
PART 3 - EXECUTION
T.23 CLEARING
A. The Contractor shall perform all clearing necessary for the proper installation of all piping and
appurtenances in the locations shown on the Drawings. Plantings, shrubbery, trees, utility
poles or structures subject to damage resulting from the excavation shall be transplan ted,
relocated, braced, shored, or otherwise protected, pre served, replaced and restored unless
otherwise directed by the Owner’s Representative.
T.24 EXCAVATION
A. The Contractor shall perform all excavation of every description and of whatever substa nces
encountered, to the dimensions and depth shown on the Drawings, or as directed. The
contractor shall employ an OSHA 1926 subpart P competent person at each excavation site
to promote safe excavation practices. All excavations shall be made by open cut. All existing
Page 7 of 30
utilities such as pipes, poles and structures shall be carefully supported and protected from
injury, and in case of damage, they shall be restored at no cost to the utility Owner's
Representative.
B. Trench walls shall be kept to protect the safety of workmen, the general public, this or other
work or structures, or to maintain trench widths within the limits hereinafter specified, shall be
properly sheeted and braced in accordance with the Florida Trench Safety Act and
Occupational Safety & Health Administration (OSHA) safety standards 29 C.F.R.S.1926.650
Subpart P. Where wood sheeting or certain designs of steel sheeting are used, the sheeting
shall be cut off at a level 2-feet above the top of the installed pipe and that portion below that
level shall be left in place. If interlocking steel sheeting is used, it may be removed providing
removal can be accomplished without disturbing the bedding, pipe or alignment of the pipe.
Any damage to the sheeting shall be cause for rejection of the affected portion of the work.
Not more than 100-feet of trench shall be opened ahead of pipe laying operations at one time
unless the Owner’s Representative approves a greater length of open trench.
C. In areas where trench widths are not limited by right-of-way, and/or easement widths,
property line restrictions, existing adjacent improvements, including pavements, structures
and other utilities, and maintenance of traffic, the trench sides may be sloped to a stable
angle of repose of the excavated material. A substantially and safely constructed movable
trench box shield, "box" or "mole" may be used in place of sheeting when the trench is
opened immediately ahead of the shield and closed immediately behind the shield as pipe
laying proceeds inside the shield.
D. Ladders or steps shall be provided for and used by workmen to enter and leave trenches.
E. Pipe trenches for utility lines shall be excavated to a width within the limits of the top of the
pipe and the trench bottom so as to provide a clearance on each side of the pipe barrel,
measured to the face of the excavation or sheeting, if used, of 8 -inches to 12-inches. Where
the pipe size exceeds 12-inches, the clearance shall be from 12-inches to 18-inches. All pipe
trenches shall be excavated to a level 8-inches below the outside bottom of the proposed
pipe barrel.
F. Excavation for appurtenances shall be sufficient to provide a clearance between their outer
surfaces and the face of the excavation or sheeting, if used, of not less than 12 -inches.
Manhole excavations shall be carried to sufficient depth to permit their construction on the
undisturbed bottom of the excavation.
G. Materials removed from the trenches shall be stored and disposed of in such a manner that
they will not interfere unduly with traffic on public streets and sidewalks and they shall not be
placed on private property. In congested areas, such materials as cannot be stored adjacent
to the trench or used immediately as backfill shall be removed to convenient places of
storage.
H. All materials suitable for use as backfill shall be hauled to and used in areas where not
enough suitable material is available from the excavation.
I. Suitable material in excess of backfill requirements and all unsuitable or contaminated
material shall become the property of the Contractor and shall be removed from the work and
disposed of by the Contractor at his expense.
J. Excess suitable material shall remain the property of the Owner and shall be disposed of
within the limits of the project as directed by the Owner's Representative. The disposal area
shall be finish graded upon completion of the work.
K. Any unsafe excavation condition observed by the CGS inspector shall result in the immediate
stoppage of the work operation, until the unsafe condition is mitigated
Page 8 of 30
T.25 REMOVAL OF WATER
A. It is a basic requirement of these specifications that excavations shall be free from water
before pipe or structures are installed. However, it is realized that in certain sections of the
work this cannot be accomplished economically and the Contractor may elect to use the
Alternate Method of Construction, when approved by CGS.
B. The Contractor shall provide all necessary pumps, underdrains, well -point systems, and other
means for removing water from trenches and other parts of the work. The Contractor shall
continue dewatering operations until the backfill has progressed to a sufficient depth over the
pipe to prevent flotation or movement of the pipe in the trench and so that it is above the
natural water table.
C. Water from the trenches and excavation shall be disposed of in such a manner as will not
cause injury to public health, to public or private property, to the work completed or in
progress, to the surface of the streets, or cause any interference wi th the use of the same by
the public. CGS is not responsible for, or the disposal of, or any associated costs relating to
the disposal of any contaminated ground water. The Contractor shall submit his proposed
methods of handling trench water and locations at which the water will be disposed of to the
Owner’s Representative for approval and shall receive approval before starting the
excavation.
T.26 PIPE BEDDING
A. As described above, all pipe trenches shall be excavated to a level 8 -inches below the
outside bottom of the proposed pipe barrel. The resulting excavation shall be backfilled with
approved pipe bedding materials that are free of rock, sharp objects and debris, up to the
level of the lower one-third of the proposed pipe barrel. This backfill shall be tamped and
compacted to provide a proper bedding for the pipe and shall then be shaped to receive the
pipe. Bedding shall be provided under the branch of all fittings to furnish adequate support
and bearing under the fitting.
B. Any excavation below the levels required for installation of the pipe bedding, except for
"Additional Excavation", as hereinafter specified, shall be backfilled with approved bedding
material, tamped, compacted and shaped to provide proper support for the proposed pipe , at
no additional cost to the Owner's Representative.
T.27 TRENCH STABILIZATION
A. No claim for extras or additional payment will be considered for cost incurred in the
stabilization of trench bottoms, which are rendered soft or unstable as a result of c onstruction
methods, such as improper or inadequate sheeting, dewatering or other causes. In no event
shall pipe be installed when such conditions exist and the Contractor shall correct such
conditions so as to provide proper bedding or foundations for the proposed installation at no
additional cost to the Owner.
T.28 BACKFILL
A. Backfilling of utility trenches will not be allowed until the work has been approved by the
Owner's Representative, pressure tested if required, and the Owner's Representative
indicates that backfilling may proceed. Any work which is covered or concealed without the
knowledge and consent of the Owner's Representative shall be uncovered or exposed for
inspection at no cost to the Owner's Representative. Partial backfill may be ma de to restrain
the pipe during pressure testing. Sight tubes will be installed on underground house piping
installations as appropriate intervals for inspection.
Page 9 of 30
B. Backfill material shall be non-cohesive, non-plastic material free of all debris, organic
material, lumps, clods and broken paving. Backfill material placed within 1 -foot of piping and
appurtenances shall not contain any stones or rocks
C. If a sufficient quantity of suitable backfill material is not available from the trench or other
excavations within the site of the work, the Owner's Representative will order the Contractor
to provide additional material suitable for this purpose. The additional material shall be
installed as specified herein.
D. Selected backfill material containing no stone or rocks shall be placed in 6-inch layers and
thoroughly tamped to a depth of 12-inches over the top of the pipe. Particular attention and
care shall be exercised in obtaining thorough support for the branch of all service connection
fittings. Care shall be taken to preserve the alignment and gradient of the installed pipe.
E. After the backfill has been placed to a level 12-inches over the gas line pipe, the remainder of
the backfill shall be placed in layers, not to exceed 9-inches, and compacted with mechanical
vibrators or other suitable equipment to obtain a density of the backfilled material of not less
than 95 percent of its maximum density as hereinafter defined, unless otherwise specified on
the plans.
F. After selected backfill has been placed to a depth of 12-inches over the gas line pipe,
backfilling shall proceed to a depth of 30-inches over the pipe by placing the backfill material
in 6-inch layers and thoroughly compacting it with mechanical vibrators. Backfill in this
portion of the work shall be compacted to 100 percent of maximum density of the material as
hereinafter defined, unless otherwise specified on the plans.
G. After the backfill has been placed to a level 30-inches over the gas line pipe, the remainder of
the backfill shall be placed in layers, not to exceed 9-inches, and compacted with mechanical
vibrators or other suitable equipment to obtain a density of the backfilled material of not less
than 95 percent of its maximum density as hereinafter defined, unless otherwise spe cified on
the plans.
H. Within paved areas of trench excavation, the base and surfacing shall be reconstructed as
specified under Section 02574 Pavement Removal and Replacement.
I. No more than 800-feet of trench with pipe in place shall be partially backfilled at any time.
J. Shut Down of Work: When work has shut down for each day, all lines shall be capped,
sealed, and pressured to 90 pounds with air. When a Project is not immediately tied-in, plug
and seal all openings in the pipe and maintain a minimum of 90 pounds of air pressure. If a
pipeline is to be abandoned in place, then disconnect the gas supply source, purge all of t he
gas utilizing nitrogen for all gas lines exceeding 1,000 linear feet or 4” pipe size and larger;
any length, from the abandoned system, and seal all of the ends.
T.29 COMPACTION AND DENSITIES
A. Methods of control and testing of backfill construction to be employed in this work are:
1. Maximum density of the material in trenches s hall be determined by AASHTO
Designation T-180, unless otherwise noted.
2. Field density of the backfill material in place shall be determined by AASHTO Designation
T-238.
B. Laboratory and field density tests, which, in the opinion of the Owner's Represen tative, are
necessary to establish compliance with the compaction requirements of these specifications,
will be conducted at the Contractor’s expense. Tests will be made at depths and locations
selected by the Owner's Representative.
Page 10 of 30
C. Trench backfill which does not comply with the specified densities, as indicated by such tests,
shall be reworked and recompacted until the required compaction is secured, at no additional
cost to the Owner. The Costs for retesting such work shall be paid for the Contractor.
T.30 ADDITIONAL EXCAVATION AND BACKFILL
A. Where organic material, such as roots, muck, or other vegetable matter, or other material
which, in the opinion of the Owner’s Representative, will result in unsatisfactory foundation
conditions, is encountered below the level of the proposed pipe bedding material, it shall be
wholly or partially removed as directed by the Owner's Representative and wasted. Sheeting
shall be installed if necessary to maintain pipe trenches within the specified limits. The
resulting excavation shall be backfilled with suitable backfill material, placed in 6-inch layers,
tamped and compacted up to the level of the bottom of the proposed pipe bedding material.
Sufficient compaction of this material shall be performed to protect the proposed pipe against
settlement. Construction shall then proceed in accordance with the provisions of Article 3.04
Pipe Bedding.
B. Additional excavation shall be performed only when ordered by the Owner's Representative.
Where organic or other unsuitable material is encountered in the excavation, the Contractor
shall bring the condition to the attention of the Owner’s Representative and obtain his
determination as to whether or not the material will require removal, prior to preparing the
pipe bedding.
C. Additional backfill material, if required, shall be furnished in accordance with the provisions
therefore in Article 3.08 Backfill.
T.31 ALTERNATE METHOD OF CONSTRUCTION
A. General:
1. A combination of conditions in the substrata, water table, or method of disposal may be
encountered during the course of the work, which make dewatering impossible, or only
possible through the use of unusual methods, the cost of which is excessive. When such
conditions are encountered, but only after all reasonable means to dewater the
excavation have been employed without success, the Contractor, with the concurrence of
the Owner's Representative, may elect to employ the following alternate method of
construction. The concurrence of the Owner's Representative shall be obtained in writing
and shall limit the use of the alternate method of construction to such specific portions of
the work as the Owner's Representatives shall determine.
2. The construction specifications contained in the preceding parts of this sectio n shall
establish the required standards of construction quality for this work. Use of the alternate
method of construction described hereinafter shall in no way be construed as relieving
the Contractor of his basic responsibility for satisfactory complet ion of the work. No
additional payment will be made to the Contractor for excavation, backfill, sheeting or any
costs incurred for work or materials, or any other costs incurred as a result of the use of
this alternate method of construction. The unit and lump sum prices established in the
Proposal shall be full payment for the various items of work.
3. Subject to all of the requirements stated hereinabove, including written approval of the
Owner, construction will be permitted in accordance with the foll owing specifications. All
requirements of Article 3.01 through Article 3.09, inclusive, of these specifications shall
apply to this construction unless otherwise specifically modified herein.
Page 11 of 30
T.32 RESTORATION OF EXISTING SURFACES
A. Paved and grassed areas disturbed by the operations required under this Section shall be
restored as indicated on the Drawings and/or specified herein. All materials required for
temporary and permanent street repairs shall include base materials.
PART 4 - MEASUREMENT AND PAYMENT
T.33 MEASUREMENT
A. The quantity of Trenching, Backfilling and Compacting for Utility Systems for which payment
will be made shall be the actual number of units measured in place and accepted. The units
measured shall be as listed in the Bid Schedule . If a payment item for Trenching, Backfilling
and Compacting for Utility Systems is not specifically included in the Bid Schedule, the
quantity for which payment will be made shall be the quantity required to complete the work.
T.34 PAYMENT
A. Payment for Trenching, Backfilling and Compacting for Utility Systems shall be made at the
prices stated in the Bid Schedule. If a payment item for Trenching, Backfilling and
Compacting for Utility Systems is not specifically included in the Bid Schedule, payment for
the work specified in this Section shall be included in the several unit and lump sum prices for
all applicable items of work.
D. PAVEMENT REMOVAL AND REPLACEMENT
PART 1 - GENERAL
T.35 WORK INCLUDED
A. Work includes all labor and materials under this Section for cutting, removing, protecting and
replacing existing pavements of the various types encountered including roadways,
driveways and sidewalks.
B. Permits: The Contractor shall obtain the necessary permits prior to any roadway work.
Additionally, the Contractor shall provide advance notice to the appropriate authority, as
required, prior to construction operations.
C. Protection of Existing Improvements: The Contractor shall be responsible for the protection
of all types of pavements, sidewalks and other improvements within the work area. All
damage to such improvements, as a result of the Contractor's operations, beyond the
limits of the work of pavement replacement as described herein, shall be repaired by the
Contractor at his expense.
Page 12 of 30
PART 2 - PRODUCTS
T.36 MATERIALS
A. Materials, including lime rock, bituminous prime and tack coat, and asphaltic concrete for the
above work shall meet the requirements established therefore by current FDOT
Specifications.
1. Lime rock shall be Miami or Ocala Lime rock.
2. Bituminous prime coat material shall be cutback asphalt Grade RC-70.
3. Bituminous tack coat material shall be emulsified asphalt Grade RS-2.
4. Hot Asphaltic concrete shall be Type S-I or S-III.
5. Concrete material shall be Class I or II, and/or as otherwise required to meet FDOT
specifications.
6. Welded wire fabric, joint reinforcing welded wire fabric shall conform to ASTM-A185 and
ASTM-A615.
PART 3 - EXECUTION
T.37 PREPARATION
A. Pedestrian or school crossings: Where the work crosses or interferes with school or
pedestrian crossings, extreme care shall be taken by the Contractor to insure the safety of
school children or other pedestrians. Contractor shall also make necessary acc ommodations
to provide a safe path for handicap individuals traveling through the work zone, compliant to
ADA.
T.38 PERFORMANCE
A. Removals:
1. Pavement Removal:
a. Where existing pavement is to be removed, the surfacing shall be mechanical saw
cut prior to trench excavation, leaving a uniform and straight edge, with minimum
disturbance to the remaining adjacent surfacing. The width of cut for this phase of
existing pavement removal shall be minimal.
b. Immediately following the specified backfilling and compaction, a temporary sand
seal coat surface shall be applied to the cut areas. This temporary surfacing shall
provide a smooth traffic surface with the existing roadway and shall be
maintained until final restoration. Said surfacing shall remain for 10 days in order to
assure the stability of the backfill under normal traffic conditions. Following this
period and prior to 15 days after application, the temporary surfacing shall be
removed and final roadway surface restoration accomplished.
c. In advance of final restoration, the temporary surfacing shall be removed and the
existing pavement mechanically sawed straight and clean to the stipulated
dimensions. Following the above operation, the Contractor shall proceed
immediately with final pavement restoration in accordance with these requirements.
Page 13 of 30
2. Sidewalk, Drive, & Curb Removal: Concrete sidewalks, curbs, combination curb and
gutter, walks, drive ribbons, or driveways shall be removed by initially sawing the
structure, with a suitable power saw, as specified above for pavement. When a formed
joint in the concrete is within 3-feet of the proposed saw cut and parallels the proposed
saw cut, the removal line shall be extended to the formed joint. After sawing, the material
shall be removed.
B. Restorations:
1. General: Cut and removed driveway or roadway pavement in connection with trench
excavation shall be replaced or restored in equal or better condition than the original and
as may be shown on the Drawings. The Drawings indicate minimum req uirements.
Backfill shall comply with the other sections o f these Specifications or FDOT Standards,
whichever are more stringent.
2. Pavement Restoration - Asphalt:
a. Lime rock base course shall be compacted for its full thickness to not less than 98
percent of maximum density as determined by AASHTO Designation T 180 field
density of lime rock base in place shall be determined by AASHTO Designation T
238.
b. Construction methods and equipment shall generally meet the requirements
therefore as established in the FDOT Specifications.
c. After the application of the prime coat on the base, the prime coat shall be allowed to
cure without sanding for a period of 24-hours. The Contractor shall take all
necessary precautions to protect the primed surface against damage during this
interval. If, at the end of 24-hours, it is not proposed to proceed at once with the
application of the surface course, primed surface shall be given a light application of
clean sand and opened to traffic.
d. Joints with existing surface and base shall be sawed cut straight and neat. If
necessary to obtain a straight net joint, the contractor shall cut out sufficient ex isting
material and replace it with new material.
e. The upper surface of the completed base course shall be compacted to an elevation
to permit the full depth of the surface course to be constructed without deviating from
the grade of the pavement surface. The completed surface shall match the line and
grade of the existing surface. When pavement is removed to the edge of the
roadway, the replaced base course shall extend not less than 6-inches beyond the
edge of the surfacing.
f. After the base course construction in the trench area has been completed and
primed, the surface shall be tack coated and the thickness of Type S-I hot asphaltic
concrete shall be constructed in accordance with the plans or requirements specified
above for pavement restoration.
g. Cold patch bagged asphalt is not considered a permanent repair and shall only
remain for a period of not exceeding 15 days, whereupon it shall be replaced with
FDOT approved “Hot” asphalt.
3. Driveway Restoration - Asphalt: Driveway pavement with lime rock base cut and
removed in connection with trench excavation shall be replaced or restored as specified
above for street or roadway pavement, except the new lime rock base course shall be
equivalent the existing base course in thickness, except that in no case shall new
driveway base course be less than 6-inches in thickness. Muck or unsuitable material
found under existing driveway construction will not be removed and replaced.
Page 14 of 30
4. Concrete, Sidewalk, Walkway, Driveway Ribbon and Curb Restoration:
a. Concrete sidewalks, walkways, driveways, driveway ribbons and curbs required to be
removed for the installation of facilities under this Contract shall be restored. Class I
concrete shall be used in all cases.
b. Replaced portions of these items shall conform to the lines, grades and cross
sections of the removed portions. Concrete sidewalks and walkways shall be of 4-
inch minimum thickness; concrete driveways and driveway ribbons shall be 6-inch
minimum thickness. Replaced concrete curb and/or gutter shall join neatly to the
remaining section.
5. Pavement Restoration - Concrete: Rigid pavement shall be replaced in kind with Class I
concrete, using high early strength cement. The subgrade course for rigid pavement
shall be replaced with stabilized subgrade or cleanfill material and compacted to a
thickness to match the existing base.
a. The Contractor shall saw cut and remove the existing concrete to the nearest joint as
directed in the field by the Owner's Representative. Provision for expansion joints
(minimum ½" preformed joint filler) and saw cut joints shall be a part of the
restoration work for the drivewa y and roadway.
6. Asphaltic Concrete Surface Course Overlay:
a. The work under this section includes asphaltic concrete surface course overlay
paving as and where directed by the Owner or his authorized representative. Where
this paving is directed it shall take the place of asphaltic concrete pavement
restoration as specified herein above. This surface course overlay shall extend over
the reconstructed base course and the existing pavement to the limits directed by the
Owner or his authorized representative, which generally shall be full width of the
roadway.
b. After the base course construction in the trench area has been completed and
primed, the surface shall be tack coated and the thickness of Type S-III asphaltic
concrete shall be constructed in accordance with the plans or requirements specified
above for pavement restoration.
7. Nonsurfaced streets, alleys and driveways shall be restored with 6-inches of compacted
lime rock base material placed in the top of the trench.
PART 4 - MEASUREMENT AND PAYMENT
T.39 MEASUREMENT
A. The quantity of Pavement Removal and Replacement for which payment will be made shall
be the actual number of units measured in place and accepted. The units measured shall
be as listed in the Bid Schedule. If a payment item for Pavement Removal and
Replacement is not specifically included in the Bid Schedule, the quantity for which payment
will be made shall be the quantity required to complete the work.
T.40 PAYMENT
A. Payment for Pavement Removal and Replacement shall be made at the prices stated in the
Bid Schedule. If a payment item for Pavement Removal and Replacement is not specifically
included in the Bid Schedule, payment for the work specified in this Section shall be
included in the several unit and lump sum prices for all applicable items of work.
Page 15 of 30
E. NATURAL GAS PIPELINE INSTALLATIONS
PART 1 - GENERAL
T.41 WORK INCLUDED
A. The work specified under this Section consists of all labor, services, equipment, materials,
labor, testing, associated paperwork and purging required to complete the construction of
the gas mains and services; including meter sets and connection to the consumer’s piping
system with integrity testing performed of the customer’ system and reinitiating of gas
service; consisting of, but not limited to, piping, appurtenances and other accessories as
shown on the Drawings and or specifications.
PART 2 - PRODUCTS
T.42 MATERIALS
A. Clearwater Gas System will furnish all gas related material in connection with the installation
of gas mains and service lines. Materials will be available for pick -up by the Contractor at
400 North Myrtle Avenue, Clearwater, Florida, 33755. Warehouse hours are 7:00 AM until
9:30 AM and 2:30 PM until 3:30 PM. The contractor may pick up materials during these
hours only. The contractor shall supply the labor and equipment necessary for loading the
materials supplied by the City of Clearwater. The CGS will not provide any items, unless
specifically stated in the contract. The contractor is responsible for all materials obtained and
must adhere to the requirements of contractor vehicle and warehouse audits. Contractor will
be responsible for all shortages and monetary reimbursement is required.
PART 3 - EXECUTION
T.43 LOADING, STORING AND STRINGING
A. When loading or unloading lengths of plastic pipe, a nylon sling will be used so as not to
damage the pipe itself. When unloading lengths of plastic pipe, it shall be done by hand in
such a manner as not to damage the pipe itself, nor to endanger the safety of the main.
B. When storing, plastic material and fittings shall be placed on skids and covered with a sheet
of polyethylene or like material to protect it from sunlight.
C. When stringing pipe on the job site, the area will be cleared of all sharp objects, and pipe will
be placed in the ground in the same manner as unloading, so as not to damage the pipe
itself. While stringing lengths of pipe, a nylon sling shall be used in such a manner so as not
to damage the pipe itself. Pipe shall not be dragged along the ground surfaces.
Page 16 of 30
T.44 INSTALLATION
A. Installation shall include excavation whether by trenching machine, backhoe, directional
drilling, by hand or other methods which may be necessary to prepare a trench in which the
pipe will be laid. The word "ditching" is used here and shall mean the maintenance of ditch,
including temporary damming, pumping, bailing and draining and dewatering, wherever
required, and the furnishing and placing of any temporary shoring used to maintain the ditch.
When the gas line parallels other lines, not less than one foot clearance will be permitted
from other lines, but the required clearance from parallel lines shall be obtained from moving
the ditch lines laterally rather than through reduction of normal minimum cover of the gas
line. The foregoing clearances shall be minimum clearances allowable unless owners of the
interfering lines require greater clearances from gas lines. Then their requirements shall be
met if at all possible.
1. Trench shall be free of debris, sharp rocks, etc., before adding the sand bed for the
new gas main. Sand bed shall have a minimum thickness of 4" below and 12” above
the gas main.
2. Before each section of pipe is installed in the line, internal surface shall be suitably
clean.
3. The pipeline shall be pigged and safely purged prior to final acceptance.
4. The open ends of all sections of joined and/or installed pipe (not in service) shall be
closed at night to prevent animals or foreign material from entering the pipe line or
pipe section. Extreme care must be exercised when moving plastic pipe, support
stands and rollers shall be used when fusing and lowering pipe into the trench or
bore hole. POLYETHYLENE PIPE SHALL NOT BE DRAGGED ON THE GROUND
OR ON PAVED SURFACES. Support/Stands must be used at all time that pipe is
placed on paved surfaces.
5. Waterproof nightcaps of approved design may be used but they will be so
constructed that they will prevent the entrance of any type of natural precipitation into
the pipe and will be fastened to the pipe in such a manner that the wind cannot blow
them loose.
6. The practice of stuffing cloth or paper in the open ends of the pipe will not be
tolerated.
7. Where possible, the pipe will be raised and supported at a suitable distance from the
open end such that the open end will be below the level of the pipe at the point of
support.
8. Plastic pipe must be installed below ground level and shall have a minimum 36 -inch
depth of cover unless shown otherwise. No gas line shall be installed at a depth
of less than 36 inches or greater than 48” inches below finish grade without
written approval of the owner. Unless otherwise specified a minimum of 12 inches
vertically and 24 inches horizontally shall be maintained between the pipe surface
and other utility lines or adjacent foreign structures. In the event that it is not possible
to maintain required vertical clearance from other structures, the Contractor shall
case the gas main in steel pipe or plastic sheeting topped with concrete at the
discretion of the CGS's inspector.
9. Width of ditch shall be no less than twice the pipe diameter.
10. Plastic pipe is not to be installed in a vault or any other below-grade enclosure.
11. Plastic pipe must be installed so as to minimize shear or tensile stresses.
12. Pipe that has scratches, notches, cuts or any other abrasions that exceed 10% of the
pipe wall thickness shall be disposed of. The Contractor shall use pipe stands,
rollers, spooling devices, or other means to avoid damaging the pipe during
Page 17 of 30
installation. Observe pipe during installation for scratches, gouges or other defects. If
defects are present, remove and discard defective section of pipe. The CGS
Inspector must be notified of all defects and subsequent repairs.
13. Thermoplastic pipe that is not encased must have a minimum wall thickness of 0.090
inches and labeled D 2513.
14. Any fittings, valves, crosses or laterals shall be accomplished with fusion welds and
the installation shall be included in the unit cost of the pipe installation.
B. All lines shall be marked by #12 insulated copper tracer wire installed 12 inches above the
pipe. Gas mains, valves and locating stations shall also be marked by adhesive
identification disk affixed to the permanent curb or pavement. In addition, all mains 4 -inches
or larger shall be marked by 4-inch wide non-metallic marking tape installed 18 inches
above the pipe. Tracer wire shall be looped-up, uncut, into every valve box including main
valves and service valves. Installations where 500 feet of pipe is laid between valves, empty
test station boxes shall be installed over the gas main with tracer wire looped up every 500
feet. In commercially zoned areas, plastic marker poles with tracer wire looped up and
attached may be substituted for gas test station type valve boxes wi th the inspector's
approval. All tracer wire splices shall be made by the use of a direct bury splice kit, electric
and duct tape connections are prohibited. Upon completion of the project, and before final
payment, the contractor will perform the contin uity check of the tracer wire to ensure and
demonstrate to the CGS inspector that there are no separations, and the tracer wire can be
used for locating purposes. The Contractor shall be responsible for repairing any damaged,
broken or otherwise separated tracer wire. All tracer wire, gas marking tape, valve boxes,
valve box concrete rings, marker poles and splice kits will be supplied by Clearwater Gas
System and the installation cost shall be included in the unit cost of pipe installation.
C. Each plastic main must be installed with sufficient clearance, or must be insulated from any
source of heat, so as to prevent the heat from impairing the serviceability of pipe. Locating
wire is to be considered a source of heat, with the exception of directio nal drilling placement.
D. Valves shall be maintained and protected from outside damage throughout the length of the
project and shall be kept accessible. The Contractor shall be responsible for repairing
valves, valve boxes, marker poles and test stations that are damaged by construction
activities. The Contractor shall also make any adjustments to valve boxes that may be
required to be flush with final grade. Valves and Valve Boxes: Install valves and valve boxes
plumb. All boxes shall be installed flush with the finished grade. Support valve box with
prefabricated valve box rings or other approved formed and poured concrete material.
Adequate backfill shall be placed around the valve boxes and valve extension boxes to
prevent any damage or settlement to the pipeline that may be transferred to the pipe through
the valve box. Protective sleeves shall be installed over fusion joints and extend through the
valve boxes on the polyethylene valve installations. Plastic valves shall be restrained from
torque with approved restraints. Gas valves shall be marked by adhesive identification disks
affixed to the permanent curb or the permanent pavement and marker poles installed if
warranted for visibility. Valves shall be installed at the design marked locations. Val ve
restraints are required for 2" valves and larger. Valves shall be installed with the operating
nut on top, facing vertically up. CGS will not accept valves that are cocked or oriented in any
direction except up.
E. Prior to joining, all individual gas main lengths shall be swabbed. All gas mains shall be
double pigged prior to initiation of gas service, but after joining has been complete. The pigs
used shall be suitable for different size pipes and be designed for polyethylene pipe use.
Any pig that could damage the pipe, such as wire brush type pigs suitable for steel pipe shall
not be acceptable for use inside plastic mains. Only use of compressed air to drive the pig
through the pipe shall be permitted.
Page 18 of 30
F. Marker Poles: As the pipeline installation has progressed and before completion, the
Contractor shall install marker poles and posts at the locations designated by the CGS
construction standard of not to exceed 500 linear foot intervals and prominent locations such
as offsets and valve locations Bury the anchor end of all 5- foot posts approximately one-
foot deep to attain a uniform height of 4- feet above ground exposure as recommended by
the manufacturer and to promote safety in the line of sight.
G. All newly installed gas service lines and m ains will be located by the utilization of flags,
yellow paint or stakes upon completion of construction and final restoration.
T.45 QUALIFICATION OF JOINING PROCEDURES
A. Joining procedures shall be in accordance with Section 192.283 of the US Depart ment of
Transportation, Title 49, Pipeline Safety Regulations, Part 192.
B. Procedures for making joints in plastic pipe may be tested by the pipe and fitting
manufacturers and these tests may be accepted by the operator for qualification of the
procedure used by the contractor.
C. A copy of each written procedure being used for joining plastic pipe must be available to the
persons making and inspecting joints at the site where joining is accomplished.
D. The Construction Coordinator will furnish a copy of the manufacturers recommended Heat
Fusion Joining Procedures Manual at the time of certification.
E. Butt Fusions:
1. All butt fusions must only be performed by the person(s) qualified by CGS to butt fuse,
as certified by testing of the applicable pipe size category. Contractor’s supervisor shall
be present during all pipe fusions to insure that all required procedures are adhered to
and to witness the quality of each joint.
2. Pipe fusion shall be conducted in accordance with the "Clearwater Gas System
Polyethylene Gas Pipe Training Procedures", Ambient temperature shall be between
55° F and 90° F prior to pipe fusion; otherwise pipe shall be protected from direct
sunlight and cooled down until the ambient temperature falls within the above
temperature range.
T.46 QUALIFICATIONS OF PERSONNEL
A. Any person joining polyethylene gas pipe must receive training in accordance with Section
192.285 of the US Department of Transportation, Title 49, Pipeline Safety Regulations, Part
192.
B. No person shall make a joint in a plastic pipe unless that person has been certified through
knowledge, skills and ability evaluation. The Gas Construction Inspector will conduct such
evaluation initially and on an annual basis. Records shall be maintained of personnel
qualified to make joints. NON-QUALIFIED CONTRACTOR EMPLOYEES SHALL NOT BE
ALLOWED TO PERFORM POLYETHYLENE JOINING. CGS fusion certifications shall
remain in effect for up to one calendar year.
C. The Contractor’s Operator Qualification Plan must explain how their em ployees have the
ability to identify and safely react to natural gas related Abnormal Operating Conditions that
may be encountered. The contractor’s emergency action plan must also describe the
necessary actions their employees will take to protect people and then property in the event
of gas pipeline failure resulting in a hazardous, flammable atmosphere.
Page 19 of 30
T.47 INSPECTION OF PLASTIC JOINTS
A. Each joint must be inspected to ensure that it is acceptable. The person who inspects joints
in plastic pipes must be qualified by appropriate training and experience in evaluating the
acceptability of plastic pipe joints made under the applicable joining method. The inspector
must be approved by the Operations Coordinator with concurrence of the Operations
Manager.
1. CGS will have OQ certified; polyethylene qualified construction inspector at the various
gas construction job sites. The Inspector has the right to sample and evaluate field fusion
joints, and reject any fusions not meeting CGS requirements. The Contracto r shall
replace all fusions not meeting CGS requirements at his own expense.
2. The Contractor shall also designate a polyethylene qualified supervisor who will be
present on site at all times to observe pipe fuser(s).
3. The CGS’s Inspector will employ non-destructive testing methods on polyethylene
fusions and reject all deficient fusions. The CGS inspector can request any amount of
random fusion samples, cut away from a joined pipeline for destructive testing.
T.48 JOINING PLASTIC PIPE
A. In general, all plastic joining shall be in accordance with American Standards Code for
Pressure Piping, as outlined.
B. A plastic pipe joint that is joined by heat fusion may not be disturbed until it has been properly
set. Plastic pipe may not be joined by a threaded joint. Miter joints are prohibited.
C. Each heat fusion joint on plastic pipe must comply with the following:
1. A heat fusion joint must be joined by a device that holds the heater element square to the
ends of the piping, compresses the heated ends together, and holds the pipe in proper
alignment while the plastic hardens.
2. Heat may not be applied with a torch or other open flame.
T.49 TESTING
A. Each segment of a plastic pipeline must be pressure tested. The test procedure must insure
discovery of all potentially hazardous leaks in the segment being tested. The plastic pipeline
installation shall be pressure tested to 90 pounds per square inch for MD PE 2406, 150 lbs
per square inch for HDPE 3408, or no less than the Maximum Allowable Operating Pressure
of the Distribution System. The temperature of thermoplastic material must not be more
than 100 degrees Fahrenheit during the test. These tests shall be recorded on a chart -type
pressure instrument, initially starting at the “0” increment mark and progressing to the testing
increment, as testing medium is introduced. Test duration shall be a minimum of 24 hours
and longer as required, depending on the complexity and developed length. A 24 -hour test
shall be placed on the entire system of mains prior to initiation of gas service. If a portion of
the gas service has met the requirements of the leak test and it is possible for the other
sections to be tested independently, then the CGS inspector or the designated
representative of CGS may approve initiation of gas service for that portion.
B. Each day’s work shall be tied into the preceding day’s work and tested overnight. A
pressure-time clock gauge with a range no greater than 0 – 200 psig. and in good working
order shall be furnished by the Contractor. All testing shall comply with D.O.T. Title 49, Part
192, Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety
Standards.” The location of the project along with the temperature at the time the test
pressure is placed upon the pipe shall be recorded on the pressure chart. The pressure
charts shall be given to the CGS inspector or the designated representative. In order to
Page 20 of 30
facilitate daily testing, appropriate testing apparatus shall be used. Leaks shall be repaired in
a manner approved by the CGS or the designated representative of CGS before additional
lengths of pipe that need to be tested are added to the main.
C. Fusion joints shall be a one-half inch molten bead of uniform appearance after completion.
This bead shall be visible and examined for penetration 360 degrees around the pipe
diameter.
D. Purging Pipes and Fittings: A combustible gas indicator shall be used when purging mains,
services and house piping. When purging gas from abandoned lines, the air and the gas
must be discharged aboveground at a minimum height of 8’ above grade, and directed away
from electric power lines or structures. When purging air from new lines, installation of a 5/8
service saddle and a grounded metallic riser is required at the end or with in four (4) feet
from each dead end on all new installations of pipe in order to purge air from all dead ends
simultaneously. Release gas into new lines at a rate that will prevent formation of a
hazardous mixture of gas and air or precede natural gas with a slug of inert gas, such as
nitrogen provided by the contractor at no additional cost to CGS.
E. If service lines are installed at the same time as the mains, then service lines shall be
included in the testing of the mains. If service lines are installed after gas service has been
initiated, then the Contractor shall test each service line individually to stand up to an air test
of 90- psig. for thirty (30) minutes. If a leak is discovered, then the Contractor shall
immediately make the appropriate repairs, in a method approved by the CGS inspector or
the designated representative of CGS. All existing service lines that are disconnected from
the main temporarily shall be tested as if they are new lines before being placed back into
service. The pressure shall not decrease during the test period. Air pressure shall be held
until after soap testing. Soap test the service connection by brushing/ spraying an approved
liquid leak detection solution around the tapping tee base at the main, both ends o f the
outlet coupling, the outlet connection of the excess flow valve, and the pipe to riser
connection in the customer’s yard or business location, and at the meter valve inlet and
outlet. If any leaks appear, the CGS’s Inspector will direct appropriate repair procedures.
T.50 INSTALLATION - SERVICES
A. Service Lines Connected to a Polyethylene Main. All hot taps shall be made by qualified
fusers using self-tapping tees Contractor shall install tapping tees at the locations marked by
CGS. Bell holes shall be excavated, if installing the gas mains by boring methods, at each
tapping tee installation site to provide an adequate work area for installation and inspection of
tapping tees. The tapping tees shall be installed in accordance with the CGS Procedures by
the person(s) qualified by CGS to install tapping tees. All tapping tee fusions must be left
open to be inspected by the CGS Inspector. TAPPING TEES SHALL ONLY BE INSTALLED
ON THE TOP OF MAIN.
B. The main shall be tapped after the tapping tee fitting and final connections have cooled for
the time period specified by the manufacturer and the service line has been soaped and
pressure tested. The manufacturer supplied tapping wrench or fitting shall be the only tool
used for turning the tapping tee cutter to avoid tapping the backside of the main or loss of the
cutter into the main, Allen wrenches shall not be used.
C. Mechanical Joints. Compression type mechanical joints to connect polyethylene pipe to steel
pipe shall be designed for natural gas use and the gasket material in the coupling must be
compatible with the polyethylene pipe. The coupling must be used in combination with an
internal tubular rigid stiffener. The preferred method is the utilization of a transition fitting to
allow a steel to steel connection using a compression dresser style coupling that can be
readily restrained from pull out by a mechanical or welding a rod type clamping device.
Joints shall be designed and installed to effectively sustain the longitudinal pull-out forces
caused by contraction of the piping or by external loading. Compression couplings shall not
Page 21 of 30
be used in above ground installations. All mechanical joint connections shall be noted on the
submitted as built drawing, including the coupling manufacturer’s pertinent informatio n.
T.51 NATURAL GAS HOUSE (PIPING) PLUMBING
A. It is a mandatory requirement of the Natural Gas House (Piping) Plumbing Section that the
contractor possesses either a Master Plumbers certified or registered with the State of Florida
and locally or a Gas Contractor license registered locally with either PCCLB or Pasco County
Building Department, depending where jurisdictionally the work will be performed.
B. The work to be performed shall consist of furnishing all necessary labor, tools, equipment,
materials, pipe & fittings, supplies, manufactured articles, power, and essential customer
communication, labor, and other operations necessary for the modification of existing natural
gas house plumbing to accommodate relocation of gas meters including: obtaining r equired
permits if applicable; installation of new house gas pipes by threading pipe, measuring/ fitting
and assembling pipe and fittings, new shut off valves, gas meters and regulators and
connecting customer piping from a new location and, existing gas piping system code
compliant review and subsequent pressure testing – leak check (Drop Test- utilizing a
manometer))of the entire house gas plumbing system, and passing required inspections.
CGS will reserve the right to mandate the turning on the gas and relighting the applicable
appliances. Contractor shall immediately notify CGS dispatch of the “on gas” and complete
the required paperwork, including the drop test integrity system testing form, and submit, no
later than the following business day. The work shall be complete and performed in strict
accordance with the Contract specifications, and in compliance with all applicable codes,
CGS requirements, Florida Fuel Gas Code and industry standards. All work, materials, and
services not expressly shown or called for in the Contract Documents, which may be
necessary for the complete and proper construction of the work in good faith, shall be
performed, furnished, and installed by the Contractor as though originally so specified or
shown, at no increase in cost to CGS. Gas pipe fitters and plumbers shall be Florida licensed
qualified and thoroughly trained and experienced in the skills required, and shall be
completely familiar with the design and application of work described.
T.52 EXISTING GAS HOUSE PIPING (PLUMBING)
A. The modification of the existing gas house piping plumbing shall be performed by the
contractor only after receiving written approval from the CGS construction inspector. With
the inspector’s authorization the Contractor shall perform all modifications required for gas
meter set clearance code compliance of existing natural gas plumbing.
B. The Contractor shall remove and dispose of all abandoned existing gas plumbing piping. The
Contractor shall not cut into the existing gas plumbing until the CGS inspector verifies the
new meter stub-out location.
T.53 TESTING
A. Contractor shall pay for all testing and retesting required to show compliance with the
Contract Specifications, Codes, Regulations, and all other applicable laws.
1. CUSTOMER SYSTEM PRESSURE TEST
The Contractor will conduct leakage tests at one and half times the gas delivery
pressure for minimum time of 15 minutes on the new completed gas plumbing or as
required by the City- County Building Inspector. The pressure shall not decrease or
increase during the test period.
Page 22 of 30
2. CODE COMPLIANCE TESTING: Before turning gas on
Before gas is introduced into a system of gas piping, the entire system shall be inspected
to determine that there are no open fittings or ends and that all valves at unused outlets
are closed and plugged or capped.
3. LEAK DETECTION METHODS
The leakage shall be located by means of an approved gas detector, a noncorrosive
detection fluid or other approved leak detection methods
B. The following is an approved procedure for leak testing customer piping systems:
Leak tests are required any time there is an interruption of service meaning the flow of gas
was stopped for any reason. Florida Fuel Gas Code 406.6.3 (NFPA 54 -8.2.3) states that
"Immediately after the gas is turned on into a new system or into a system that has been
initially restored after an interruption of service, the piping system shall be tested for leakage.
If leakage is indicated, the gas supply shall be shut off until the necessary repairs have been
made".
The leak test will indicate any leaks within the propane piping system due to interruption of
service or out of gas situation. The leakage test is simply testing the integrity of the system
plumbing joints and the seal of the pipe joint compound, pip ing fittings, pipe, gas equipment &
appliances, valves etc. This is the safety reasoning behind leak testing. The purpose a leak
test is performed is the life-safety factor “Protect Life and Then Property and because it is
required by Federal Pipeline Safety Laws of CFR 49.192, Florida Building Code adopted law/
ordinance and the gas industry.
The leak check tests for leakage throughout the system of piping and appliances. It is used
for new and existing gas systems. It is conducted after a system has been successfully
pressure tested, inspected and approved.
Normally, the leak check is conducted when one of the following occurs:
• A system of new gas or modified gas piping is placed into service for the first time (drop
test)
• A gas leakage is suspected (investigation of an odor complaint)
• A gas meter is replaced
• An appliance or appliance connector is replaced
• An out of gas condition occurs (interruption of service)
The pressure test and leak check are often confused. A pressure test is required for new piping
installations, while a leak check is required whenever the gas system is initially placed into
service or when the gas is turned back on after it has been turned off. Leak checks differ from the
pressure test in that it requires no special preparations. The medium used for a leak check is fuel
gas at normal supply pressure. The gas is applied to the total system .
T.54 LEAK CHECK PROCEDURE
The procedure for the leak check is not specified in the NFPA 54- National Fuel Gas Code or the
ICC Fuel Gas Code- Florida Fuel Gas Code. Any CGS accepted method can be used, as long as
it finds leaks. It is recommended that a written procedure for the method be developed and the
steps be taken to ensure that all employees follow the method established; conseq uently every
system is tested identically.
Page 23 of 30
T.55 TESTING FOR LEAKAGE
This test can be done by one of the following methods:
For Any Gas System - To an appropriate checkpoint attach a manometer or an appropriate
pressure gauge between the inlet to the piping system and the first regulator in the piping system,
momentarily turn on the gas supply and observe the gauging device for pressure drop with the
gas supply shut off. No evident drop in pressure should occur during a period of 3 minutes.
For Gas Systems Using Undiluted Liquefied Petroleum Gas System - Preparation for propane. A
leak check performed on an LP Gas System being placed back into service should include all
regulators, including appliance regulators, and control valves in the system. Accordingly, each
individual equipment shutoff valve should be supplying pressure to its appliance for the leak
check. This check will prove the integrity of the 100 percent pilot shut off of each gas valve in the
on position. Pilot not incorporating a 100 percent pilot shut off valve and all manual gas valves not
incorporating safety shutoff systems are to be placed in the off position prior to leak checking, by
using the following methods:
By inserting a pressure gauge between the container gas shutoff valve and the first regulator in
the system, admitting full container gas pressure to the system and closing the container shutoff
valve. Enough gas should be released from the system to lower the pressure gauge reading by
10psi. The system should then be allowed to stand for 3 minutes without showing an increase or
decrease in the pressure gauge reading.
For systems serving appliances that receive gas at a pressure of ½ psi or less, by inserting a
water manometer or appropriate pressure gauge into the system downstream of the final
regulator, pressurizing the system with either fuel gas or air to test pressure of 9 in. water column
and observing the device for a pressure change. If fuel gas is used as a pressure source, it is
necessary to pressurize the system to full operating pressure, close the container service valve,
and then release enough gas from the system through a range burner valve or other suitable
means to drop the system pressure to 9 in water column. This ensures that all regulators in the
system are unlocked and that a leak anywhere in the system is communicated to the gauging
device. The gauging device should indicate no lose or gain of pressure for a period of 3 minutes.
T.56 WHEN LEAKAGE IS DETECTED
When pressure drops on the gauge or manometer is noted, all equipment or outlets supplied
through the system should be examined to see whether they are shut off and do not leak. If they
are found tight, there is a leak in the piping system.
Where leakage is indicated, the gas supply at the meter shall be shut off, locked and slugged until
the necessary repairs have been made. CGS dispatch shall be notified ASAP
Where leakage or other defects are located, the affected portion of the piping system shall be
repaired or replaced and retested. Matches, candles, open flames or other methods that could
provide a source of ignition shall not be used.
T.57 PLACING GAS EQUIPMENT IN OPERATION
Gas utilization equipment / appliances shall be permitted to be placed in operation after the piping
system has been tested and determined to be free of leakage and purged in accordance with
Section 406.7.2. of the Florida Fuel Gas Code.
The Contractor will conduct leakage tests at one and a half times the gas delivery pressure for
minimum time of 15 minutes on the existing gas house plumbing or as required by the City-
County Building Inspector. The pressure shall not decrease or increase during the test period.
Other inspections and tests required by the City – County Building Inspector, codes, ordinances,
or other legally constituted authority shall be the responsibility of and shall be paid for by the
Contractor.
Testing of the existing gas house piping plumbing shall be perform ed prior to connecting the new
supply line.
Page 24 of 30
T.58 TESTING
Testing will be in accordance with the Florida Building Code and the CGS leakage testing
requirements.
T.59 CONTRACTOR'S CONVENIENCE TESTING
Inspection and testing performed exclusively for the Contractor's convenience by CGS shall be at
the convenience of CGS if available and normal labor rates may be applicable.
T.60 SCHEDULE FOR TESTING
1. If applicable, testing shall be scheduled with the Building Department in advance.
2. At least 48 hours notice shall be provided to the Building Department, when permits and testing
is required.
T.61 COOPERATION WITH THE BUILDING DEPARTMENT
Building Inspectors shall have access to the work at all times and all locations where the work is
in progress. Contractor shall provide such access to enable the Building Department to perform
its functions properly.
A. Revising schedule: When changes of construction schedule are necessary during construction,
Contractor shall coordinate all such changes with the Building Department as required.
B. Adherence to Schedule: When the Building Department is ready to inspect, but is prevented,
correction notices fees will be paid for by the contractor .
T.62 NATURAL GAS DISTRIBUTION SYSTEM
Any incompleteness of the work, all extra charges for testing attributable to the delay will be back-
charged to the Contractor and shall not be borne by the CGS.
T.63 COORDINATION WITH CUSTOMERS
The Contractor is responsible for coordinating access to private property with the homeowners.
The Contractor shall notify the property owner/ resident at least 14 days in advance of performing
work. Prior to starting work at a specific location the Contractor shall schedule the work with the
homeowner or resident, as the customer’s presence during the meter upgrades/ change out work
is required.
The Contractor shall relight all pilot lights the same day after they install the new gas meter and
regulator. Contractor will confirm the regulator settings for the specific flow.
No residence shall be shall be left out of gas service overnight. Each residence shall be
reconnected and all pilot lights re-lit before the end of the daily work day.
Page 25 of 30
F. DIRECTIONAL DRILL UTILITY PLACEMENT
PART 1 – GENERAL
T.64 WORK INCLUDED
A. The work specified under this Section consists of furnishing and installing underground gas
utilities by directional drill methods. This work shall include all services, equipment,
materials, labor and testing required completing the gas utility installation and restoring any
disturbed areas to their existing or better conditions. The maximum depth of installed gas
facilities shall not exceed four feet unless prior approval is received, since CGS must readily
access the facility for maintenance in the future. All underground utilities shall be located and
potholed prior to the start of boring.
PART 2 - PRODUCTS
T.65 MATERIALS
A. Plastic Pipe: For all gas pipes over 1" diameter plastic pipe must meet or exceed the
following strength and composition standards PE (Polyethylene) ASTM D 2513.
1. Couplings: Plastic pipe couplings shall meet or exceed all applicable ASTM strength and
composition standards for the particular type pipe being used.
2. Joints: Plastic pipe joints shall be made in accordance with applicable ASTM standards. In
all cases, the joints shall be made sufficiently strong to withstand the stresses of installation,
with joints completely set and cured prior to placement of the pipe.
B. Drilling Fluids: Drilling Fluids shall consist of a mixture of potable water and gel-forming
colloidal material such as bentonite, or a polymersurfactant mixture producing a slurry of
custard-like consistency. All drilling and hydraulic fluids shall be environmentally frie ndly and
approved by the EPA.
T.66 EQUIPMENT
A. All equipment used in the execution of work shall have the built -in capacity, stability and
necessary safety features required to fully comply with these specifications without showing
evidence of undue stress or failure.
B. It shall be the responsibility of the Contractor to assure that the equipment to be used in the
crossing operation is in sound operating condition. Backup equipment may be required
where job site conditions indicate that severe damage to the roadway or a hazardous
condition may result in the event of an equipment breakdown and where the condition of the
equipment to be used indicates that routine component replacement or repair will likely be
necessary during the crossing.
C. General Arrangement of Tunnel Boring System : The tunnel boring equipment shall consist of
truck-mounted field power unit and a trailer or dolly mounted drill unit. A minimum crew of
three people is required to operate the units.
1. Field Power Unit: The field power unit shall be a self-contained truck-mounted system
designed to provide a supply of high pressure bentonite cutting fluid to the drill unit. It
shall contain a 1,000 gallon (3,800 liter) fluid storage tank and a complete bentonite
mixing system. The cutting fluid is to be mixed on site without the need for an external
water supply. It shall permit changes to be made to the bentonite concentration during
Page 26 of 30
tunneling in response to changing soil conditions. The field power unit shall contain the
power-takeoff-driven high pressure bentonite pumping system.
2. Directional Drill System: A dolly mounted version of the drill system shall include a thrust
frame. Both the trailer mounted and dolly mounted drill system shall be designed to
rotate and push 10-foot (3-meter) minimum hollow drill sections into the tunnel being
created by the boring head. The drill sections shall be made of high strength steel which
permits them to bend to a 30-foot (9-meter) radius without yielding. Drill end fittings shall
permit rapid make-up of the drill sections while meeting the torque, pressure and lineal
load requirements of the system. The boring head itself shall house a watertight battery-
operated electronic system used to determine tool depth and location from surfac e and to
orient the head for steering.
3. All tunneling systems shall be in sound operating condition with no broken welds,
excessively worn parts, badly bent or otherwise misaligned components. All ropes,
cables, clamps and other non-mechanical but essential items shall be in sound condition
and replaced immediately when need is apparent.
4. Other: Devices or utility placement systems for providing horizontal thrust other than
those previously defined in the preceding sections shall not be used unless approved by
the Engineer prior to commencement of the work. Consideration for approval will be
made on an individual basis for each specified location. The proposed device or system
will be evaluated prior to approval or rejection on its potential ability to complete the utility
placement satisfactorily without undue stoppage and to maintain line and grade within the
tolerances prescribed by the particular conditions of the project.
5. Water sluicing methods, jetting with compressed air, or boring or tunne ling devices with
vibrating type heads that do not provide positive control of the line and grade shall not be
allowed.
D. Spoils Equipment: Vacuum truck shall be a self-contained truck which has sufficient
vacuum and capacity to remove excess bentonite m ixture from the project site as required
or directed by the Owner's Representative.
PART 3 - EXECUTION
T.67 PERSONNEL REQUIREMENTS
A. Responsible representatives of the Contractor and Subcontractor(s) shall be present at all
times during the actual crossing operations. A responsible representative as specified
herein is defined as a person experienced in the type of work being performed and who has
the authority to represent the Contractor in a routine decision making capacity concerning
the manner and method of carrying out the work specified herein.
B. The Contractor and Subcontractor(s) shall have sufficient number of competent workers on
the project at all times to ensure the utility placement is made in a timely and otherwise
satisfactory manner. Adequate personnel for carrying out all phases of the actual crossing
operation (where applicable: tunneling system operators, operator for removing spoil
material, and laborers as necessary for various related tasks) must be on the job site at the
beginning of work. A competent and experienced supervisor representing the Contractor or
Subcontractor that is thoroughly familiar with the equipment and type of work to be
performed, must be in direct charge and control of the operation at all times. In all cas es
the supervisor must be continually present at the project site during the actual crossing
operation.
Page 27 of 30
T.68 COORDINATION OF THE WORK
A. The Contractor shall notify the Owner and Engineer at least 24 hours in advance of starting
work. In addition, the actual crossing operation shall not begin until the Engineer or his
representative is present at the project site and agrees that proper preparations for the
crossing have been made. The Engineer's approval for beginning the crossing shall in no
way relieve the Contractor from the ultimate responsibility for the satisfactory completion of
the work.
B. The Contractor and the Engineer shall select a mutually convenient time for crossing
operation to begin in order to avoid schedule conflicts.
T.69 PROCEDURE
A. Erection or installation of appropriate safety and warning devices in accordance with the
Florida Department of Transportation (FDOT) Manual on Traffic Control and Safe Practices
shall be completed prior to beginning work.
B. Subsurface Soil and Drainage Investigation: To correctly plan individual crossing
procedures such as dewatering, use of cutting heads, positioning of auger within the casing
and to accurately locate potential problem areas, an adequate subsurface investigation
shall be made by the Contractor.
C. Equipment Set-Up:
1. The general operating sequence of the tunneling system shall be as follows:
a. The trailer or dolly is positioned at the starting location.
b. The tool head and first drill pipe are loaded onto the thrust frame.
c. The proper cutting fluid pressure is set on the field power unit.
d. The tool is advanced and steered level at the proper depth using the locator to
sense tool position.
e. More drill pipe is added as the tool is advanced.
f. After each new drill pipe is advanced into the ground, the tool is located and a
computer generates the steering command for the next length of drill pipe to keep
the tool on course.
g. Steps "e" and "f" are repeated until the tool advances to the end of the run.
h. At the end of the run the drilling head is removed and a reamer is attached to
enlarge (if necessary) the hole for the utility.
i. The utility is attached to the reamer.
j. The drill pipe is withdrawn from the hole pulling the utility.
k. Utility connections are made.
l. The area is restored.
D. Crossing Operation: The actual crossing operation shall be accomplished during daylight
hours and shall not begin after the hour pre-established as the latest starting time that will
allow completion during daylight hours except as noted below:
1. In emergency situations, or where delay would increase the likelihood of a failure,
nighttime work will only be allowed to complete a delayed crossing. In addition, where
the obvious hazards of nighttime work are carefully considered and determined to be
insignificant, nighttime work will be allowed to complete a properly planned crossing if the
Engineer agrees that the delay was caused by reasonably unavoidable circumstances,
Page 28 of 30
when such nighttime work is necessary to avoid placing an undue hardship on the
Contractor.
2. Planned nighttime work is expressly prohibited and will not be allowed except for
extenuating circumstances. Any nighttime work shall be in strict conformance with the
Florida Department of Transportation (FDOT) Manual on T raffic Control and Safe
Practices.
E. Equipment Breakdowns or Other Unforeseen Stoppages: If forward motion of the tunneling
tool has halted at any time other than for reasons planned for in advance and prevention of
voids under paved areas cannot be assured, the tunnel must be filled with bentonite by
injection as soon as possible and abandoned.
When an obstruction is encountered that cannot be passed or an existing utility is damaged,
open cutting for inspection may be allowed if approved by the Engineer when consideration
of all pertinent facts indicate such action is warranted. Any such authorized excavation shall
be repaired according to the appropriate specifications herein or otherwise directed.
T.70 WAIVER OF REQUIREMENTS
A. These specifications are appropriate for most common crossing situations. Under unusual
conditions, not adequately covered herein, these requirements may be altered or waived
when their strict adherence would increase the likelihood of crossing failure. Any such
alteration or waiver shall be based on sound engineering judgment and must be fully
documented as further specified herein. Any alteration or waiver must be approved by the
Engineer.
T.71 REPORTING PROCEDURES
A. An accurate drill log shall be kept by the Contractor o n all crossings. The purpose of this log
is to record and report the data necessary to isolate and identify all common factors
associated with underground crossing failures. The log shall also be for the inspector's use
as a checklist of essential items pertaining to the crossing. The data shall be recorded on the
job site during the actual crossing operation. The log shall include elevation readings of the
utility every 10 feet along the crossing. All drill logs shall be submitted to CGS at the time of
work invoicing.
PART 4 - MEASUREMENT AND PAYMENT
T.72 MEASUREMENT
A. The quantity of Directional Drill Utility Placement for which payment will be made shall be the
actual number of units measured in place and accepted. The units measured shall be as
listed in the Bid Schedule. If a payment item for Directional Drill Utility Placement is not
specifically included in the Bid Schedule, the quantity for which payment will be made shall
be the quantity required to complete the work.
T.73 PAYMENT
A. Payment for Directional Drill Utility Placement shall be made at the prices stated in the Bid
Schedule. If a payment item for Directional Drill Utility Placement is not specifically included
in the Bid Schedule, payment for the work specified in this Section shall be included in the
several unit and lump sum prices for all applicable items of work.
Page 29 of 30
G. SODDING
PART 1 - GENERAL
T.74 WORK INCLUDED
A. The work specified in this section consists of the establishing of a stand of grass, within the
areas indicated on the Drawings and/or areas disturbed by construction activities, by the
furnishing and placing of grass sod, fertilizing, watering and maintaining the sodded areas to
assure a healthy stand of grass, until rooted.
PART 2 – PRODUCTS
T.75 GRASS SOD
A. Grass sod shall match existing grass type and shall be well matted with grass roots. The sod
shall be taken up in rectangles, preferably 12-inch by 24-inch, shall be a minimum of 2-inches
in thickness and shall be live, fresh and uninjured at the time of planting. It shall be
reasonably free of weeds and other grasses and shall have a soil mat of sufficient thickness
adhering firmly to the roots to withstand all necessary handling. The sod shall be planted as
soon as possible after being dug and shall be shaded and kept moist until it is planted. After
sod is installed it shall be maintained until it is rooted, which will necessitate watering
frequently
T.76 WATER FOR GRASSING
A. The water used in the sodding operations may be obtained from any approved spring, pond,
lake, stream or municipal water system. The water shall be free of excess and harmful
chemicals, acids, alkalies, or any substance which might be harmful to plant growth or
obnoxious to traffic. Salt water shall not be used.
PART 3 - EXECUTION
T.77 PREPARATION OF GROUND
A. The area over which the sod is to be placed shall be scarified or loosened to a suitable depth
and then raked smooth and free from rocks or stones. Where the soil is sufficiently loose, the
Owner's Representative, at his discretion, may authorize the elimination of ground
preparation.
T.78 PLACING SOD
A. The sod shall be placed on the prepared surface, with edges in close contact and shall be
firmly and smoothly embedded by light tamping with appropriate tools.
B. Where sodding is used in drainage ditches, the setting of the pieces shall be staggered so as
to avoid a continuous seam along the line of flow. Alon g the edges of such staggered areas,
the offsets of individual strips shall not exceed 6 -inches. In order to prevent erosion caused
by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce
a featheredge effect.
Page 30 of 30
C. On steep slopes, the Contractor shall, if so directed by the Owner's Representative, prevent
the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth,
at suitable intervals.
D. Sod which has been cut for more than 72 hours s hall not be used unless specifically
authorized by the Owner's Representative after his inspection thereof. Sod which is not
planted within 24 hours after cutting shall be stacked in an approved manner and maintained
and properly moistened. Any pieces of sod which, after placing, show an appearance of
extreme dryness shall be removed and replaced by fresh, uninjured pieces.
E. Sodding shall not be performed when weather and soil conditions are, in the Owner's
Representative opinion, unsuitable for proper results.
T.79 WATERING
A. The areas on which the sod is to be placed shall contain sufficient moisture, as determined
by the Owner's Representative, for optimum results. After being placed, the sod shall be kept
in a moist condition to the full depth of the rooting zone for at least 2 weeks. Thereafter, the
Contractor shall apply water as needed until the sod roots and starts to grow for a minimum
of 60 days (or until final acceptance, whichever is latest).
T.80 MAINTENANCE
A. The Contractor shall, at his expense, maintain the sodded areas in a satisfactory condition
until final acceptance of the project. Such maintenance shall include repairing of any
damaged areas and replacing areas in which the establishment of the grass sta nd does not
appear to be developing satisfactorily.
B. Replanting or repair necessary due to the Contractor's negligence, carelessness or failure to
provide routine maintenance shall be at the Contractor's expense. Replanting necessary due
to factors determined to be beyond the control of the Contractor shall be paid for under the
appropriate contract pay items.
PART 4 - MEASUREMENT AND PAYMENT
T.81 MEASUREMENT
A. The quantity of sodding for which payment will be made shall be the actual number of units
measured in place and accepted. The units measured shall be as listed in the Bid Schedule.
If a payment item for sodding is not specifically included in the Bid Schedule, the quantity for
which payment will be made shall be the quantity required to complete the work.
T.82 PAYMENT
A. Payment for sodding shall be made at the prices stated in the Bid Schedule. If a payment
item for sodding is not specifically included in the Bid Schedule, payment for the work
specified in this Section shall be included in the several unit and lump sum prices for all
applicable items of work.
2/11/2016
Addendum # 1
ITB #11-16, Installation of Natural Gas Lines Services
February 11, 2016
NOTICE IS HEREBY GIVEN that the following addendum serves to provide clarification and to
answer the questions received on ITB # 11-16, Installation of Natural Gas Lines Services.
Please note that Corrections/Additions have been made to the Bid document (copies of
corrected pages are attached):
Remove: Page 2 (dated original ITB)
Replace: Page 2 (2/11/2016)
Please add this new page to your copy of the Invitation to Bid and remove the original version of
page 2.
Page 2, INSTRUCTIONS i.6 has been corrected to require the PERFORMANCE SECURITY
and not the BID SECURITY.
End of Corrections.
All other dates and terms and conditions remain the same in this Invitation to Bid.
Vv2015.mm
Addendum # 2
ITB #11-16, Installation of Natural Gas Lines Services
February 23, 2016
NOTICE IS HEREBY GIVEN that the following addendum serves to provide clarification and to
answer the questions received on ITB # 11-16, Installation of Natural Gas Lines Services.
Note that bid references to "material provided by the contractor" should read
"incidental materials provided by the contractor". All primary materials, including
pipe, fittings, tees, meters, valves, etc., will be provided by Clearwater Gas
System.
Question 1: How are we to bid Labor and Equipment Costs?
Answer to Question 1: The necessary labor and equipment costs are per occurrence (i.e.
Unit of Measure in Bid Pricing) and to be included in the "unit price" of each bid element.
"Other Pay Items" page 29, does accommodate less common equipment utilization and
labor activities.
Question 2: Will CGS be furnishing Rolled Bore Pipe for Bores?
Answer to Question 2: PE (plastic) Pipe up to and including 2" pipe is rolled pipe; and
will be provided by CGS (see note above).
Question 3:What material is the contractor responsible to furnish?
Answer to Question 3: The contractor is responsible for all labor, incidental materials,
equipment, and administrative paperwork necessary to perform the work. The primary
materials will be available from CGS' inventory, in which case the contractor is
responsible for reimbursement of all issued materials lost or shortages related to issued
material inventory audits.
Question 4: The previous contract under ABOVE GROUND EXTERIOR HOUSE PIPING AND
METER CONNECT included the meter relight. We do not see this section in the new pricing.
How are we to price the meter relight?
Answer to Question 4: See ITB #11-16 page 18 for METER AND REGULATOR
INSTALLATION for specifications; and page 27 for BID PRICING – METER AND
REGULATOR INSTALLATION.
End of Questions and Answers
All dates and terms and conditions remain the same in this Invitation to Bid.
End of Addenda
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2303
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Engineering Department
Agenda Number: 7.3
SUBJECT/RECOMMENDATION:
Approve a construction agreement with CSX Transportation of Jacksonville, Florida in the
amount of $374,644.00 for the establishment of a quiet zone along the CSX railroad line
between Lakeview Road and Drew Street and authorize the appropriate officials to execute
same. (consent)
SUMMARY:
Under the Federal Railroad Administration’s (FRA) Train Horn Rule, locomotive engineers
must sound the train horn in advance of all public grade crossings. To mitigate the impacts of
the high decibel train horn, the FRA offers the option of establishing a quiet zone. For
crossings within a quiet zone the CSX locomotive engineer would cease sounding the train
horn at public grade crossings unless an emergency situation arises.
Establishing a quiet zone between Lakeview Road and Drew Street, based on direction from
City Council in October 2014, requires that the City upgrade the CSX railroad crossing at
Pinellas Street along with upgrading the wiring and circuitry along the CSX corridor.
The crossing at Pinellas Street is required to be upgraded with quad gates (railroad arms) to
improve safety. The T-intersection crossings at Hendricks Street and Grove Street are also
required to be permanently closed in order to establish the quiet zone.
Traffic Operations has coordinated with the FRA, CSX, and the State of Florida on the
establishment of the quiet zone and there is a possibility that the State of Florida may
reimburse the City all or part of the $374,644.00.
Additional forms and coordination shall be carried out by Traffic Operations staff upon
execution of the agreement and work shall begin thereafter on the above mentioned
improvements and upgrades.
APPROPRIATION CODE AND AMOUNT:
0315-92559-563700-541-000-0000 $374,644
Sufficient funds are available in Capital Improvement Program project 0315-92559, City-Wide
Intersections Improvements.
Page 1 City of Clearwater Printed on 4/21/2016
Lane Width:20 ft.Lane Width:30 ft.Lane Width:24 ft.S EAST AVE PARK STDRUID RDDREW STPIERCE STA STTURNER STCOURT STPINE STPINELLAS STFRANKLIN STLAURA STCLEVELAND STJEFFORDS STCHESTNUT STN GARDEN AVES GARDEN AVE
HENDRICKS STMAGNOLIA DRGRAND CENTRAL STROGERS STLAKEVIEW RDGROVE STTUSKAWILLA STWELLS CTHAROLD CTJASMINE WAYMAGNOLIA DRCSX QUIET ZONE
Cristian Rubiano
04/01/2016Date:
Engineering DepartmentTraffic Engineering Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750www.myClearwater.com
Lakeview Road to Drew Sreet
Document Path: U:\ArcGIS\MXDs\Greenlea-Otten_Project.mxd
Overview
0 490 980245Feet Approved by:Author:Himanshu Patni, PE
S MYRTLE AVE PINELLAS ST JEFFORDS ST GRAND CENTRAL STTUSKAWILLA STTUSKCSX QUIET ZONE
Cristian Rubiano
04/01/2016Date:
Engineering DepartmentTraffic Engineering Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750www.myClearwater.com
Pinellas Street Improvements
Document Path: U:\ArcGIS\MXDs\Greenlea-Otten_Project.mxd
PAGE:LOC #1
0 80 16040Feet Approved by:Author:Himanshu Patni, PE
N EAST AVELAURA ST GROVE ST HENDRICKS ST CSX QUIET ZONE
Cristian Rubiano
04/01/2016Date:
Engineering DepartmentTraffic Engineering Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750www.myClearwater.com
Grove ST / Hendricks ST Closure
Document Path: U:\ArcGIS\MXDs\Greenlea-Otten_Project.mxd
PAGE: LOC #2
0 30 6015Feet Approved by:Author:Himanshu Patni, PE
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
1
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
CONSTRUCTION AGREEMENT
This Construction Agreement (“Agreement”) is made as of ______________________,
20____, by and between CSX TRANSPORTATION, INC., a Virginia corporation with its
principal place of business in Jacksonville, Florida (“CSXT”), and the City of Clearwater a
body corporate and political subdivision of the State of Florida (“Agency”).
EXPLANATORY STATEMENT
1. Agency has proposed to construct, or to cause to be constructed, signal improvements at
Pinellas Street, which includes the installation of 4-quad gates with sidelights (in the
NE, NW, and SW quadrants), 8x8 house with remote monitoring and a GCP-4000, and
AC meter service. Install cantilever/gate combos (with back-to-back tip lights) in the
NE and SW quadrants; DOT 626794S, RRMP SY 875.58, (the “Project”).
2. Agency has obtained, or will obtain, all authorizations, permits and approvals from all local,
state and federal agencies (including Agency), and their respective governing bodies and
regulatory agencies, necessary to proceed with the Project and to appropriate all funds
necessary to construct the Project.
3. Agency acknowledges that: (i) by entering into this Agreement, CSXT will provide services
and accommodations to promote public interest in this Project, without profit or other
economic inducement typical of other Agency contractors; (ii) neither CSXT nor its affiliates
(including their respective directors, officers, employees or agents) will incur any costs,
expenses, losses or liabilities in excess of payments made to CSXT, by or on behalf of
Agency or its contractors, pursuant to this Agreement; and (iii) CSXT retains the paramount
right to regulate all activities affecting its property and operations.
4. It is the purpose of this Agreement to provide for the terms and conditions upon which the
Project may proceed.
NOW, THEREFORE, in consideration of the foregoing Explanatory Statement and other
good and valuable consideration, the receipt and sufficiency of which are acknowledged by the
parties, the parties agree as follows:
1. Project Plans and Specifications
1.1 Preparation and Approval. Pursuant to Exhibit A of this Agreement, all plans,
specifications, drawings and other documents necessary or appropriate to the design
and construction of the Project shall be prepared, at Agency’s sole cost and expense, by
Agency or CSXT or their respective contractors. Project plans, specifications and
drawings prepared by or on behalf of Agency shall be subject, at CSXT’s election, to
the review and approval of CSXT. Such plans, specifications and drawings, as
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
2
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
prepared or approved by CSXT, are referred to as the “Plans”, and shall be
incorporated and deemed a part of this Agreement. Plans prepared or submitted to and
approved by CSXT as of the date of this Agreement are set forth in Exhibit B to this
Agreement.
1.2 Effect of CSXT Approval or Preparation of Plans. By its review, approval or
preparation of Plans pursuant to this Agreement, CSXT signifies only that such Plans
and improvements constructed in accordance with such Plans satisfy CSXT’s
requirements. CSXT expressly disclaims all other representations and warranties in
connection with the Plans, including, but not limited to, the integrity, suitability or
fitness for the purposes of Agency or any other persons of the Plans or improvements
constructed in accordance with the Plans.
1.3 Compliance with Plans. The Project shall be constructed in accordance with the Plans.
2. Allocation and Conduct of Work
Work in connection with the Project shall be allocated and conducted as follows:
2.1 CSXT Work. Subject to timely payment of Reimbursable Expenses as provided by
Section 4, CSXT shall provide, or cause to be provided, the services as set forth by
Exhibit A to this Agreement. Agency agrees that CSXT shall provide all services that
CSXT deems necessary or appropriate (whether or not specified by Exhibit A) to
preserve and maintain its property and operations, without impairment or exposure to
liability of any kind and in compliance with all applicable federal, state and local
regulations and CSXT’s contractual obligations, including, but not limited to, CSXT’s
existing or proposed third party agreements and collective bargaining agreements.
2.2 Agency Work. Agency shall perform, or cause to be performed, all work as set forth by
Exhibit A, at Agency’s sole cost and expense.
2.3 Conduct of Work. CSXT shall commence its work under this Agreement following: (i)
delivery to CSXT of a notice to proceed from Agency; (ii) payment of Reimbursable
Expenses (as provided by Section 4.1) as required by CSXT prior to the
commencement of work by CSXT; (iii) issuance of all permits, approvals and
authorizations necessary or appropriate for such work; and (iv) delivery of proof of
insurance acceptable to CSXT, as required by Section 9. The initiation of any services
by CSXT pursuant to this Agreement, including, but not limited to, the issuance of
purchase orders or bids for materials or services, shall constitute commencement of
work for the purposes of this Section. The parties intend that all work by CSXT or on
CSXT property shall conclude no later than one calendar year from date of executed
agreement, unless the parties mutually agree to extend such date.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
3
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
3. Special Provisions. Agency shall observe and abide by, and shall require its contractors
(“Contractors”) to observe and abide by the terms, conditions and provisions set forth in
Exhibit C to this Agreement (the “Special Provisions”). To the extent that Agency performs
Project work itself, Agency shall be deemed a Contractor for purposes of this Agreement.
Agency further agrees that, prior to the commencement of Project work by any third party
Contractor, such Contractor shall execute and deliver to CSXT Schedule I to this Agreement
to acknowledge Contractor’s agreement to observe and abide by the terms and conditions of
this Agreement.
4. Cost of Project and Reimbursement Procedures
4.1 Reimbursable Expenses. Agency shall reimburse CSXT for all costs and expenses
incurred by CSXT in connection with the Project, including, without limitation: (1) all
out of pocket expenses, (2) travel and lodging expenses, (3) telephone, facsimile, and
mailing expenses, (4) costs for equipment, tools, materials and supplies, (5) sums paid
to CSXT’s consultants and subcontractors, and (6) CSXT labor in connection with the
Project, together with CSXT labor overhead percentages established by CSXT pursuant
to applicable law (collectively, “Reimbursable Expenses”). Reimbursable Expenses
shall also include expenses incurred by CSXT prior to the date of this Agreement to the
extent identified by the Estimate provided pursuant to Section 4.2.
4.2 Estimate. CSXT has estimated the total Reimbursable Expenses for the Project as
shown on Exhibit D (the “Estimate”, as amended or revised). In the event CSXT
anticipates that actual Reimbursable Expenses for the Project may exceed such
Estimate, it shall provide Agency with the revised Estimate of the total Reimbursable
Expenses, together with a revised Payment Schedule (as defined by Section 4.3.1), for
Agency’s approval and confirmation that sufficient funds have been appropriated to
cover the total Reimbursable Expenses of such revised Estimate. CSXT may elect, by
delivery of notice to Agency, to immediately cease all further work on the Project,
unless and until Agency provides such approval and confirmation.
4.3 Payment Terms.
4.3.1 Agency shall pay CSXT for Reimbursable Expenses in the amounts and on the
dates set forth in the Payment Schedule as shown on Exhibit E (the “Payment
Schedule”, as revised pursuant to Section 4.2). CSXT agrees to submit invoices
to Agency for such amounts and Agency shall remit payment to CSXT at the later
of thirty (30) days following delivery of each such invoice to Agency or, the
payment date (if any) set forth in the Payment Schedule.
4.3.2 Following completion of the Project, CSXT shall submit to Agency a final
invoice that reconciles the total Reimbursable Expenses incurred by CSXT
against the total payments received from Agency. Agency shall pay to CSXT the
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
4
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
amount by which Reimbursable Expenses exceed total payments as shown by the
final invoice, within thirty (30) days following delivery of such invoice to
Agency. In the event that the payments received by CSXT from Agency exceed
the Reimbursable Expenses, CSXT shall remit such excess to Agency.
4.3.3 In the event that Agency fails to pay CSXT any sums due CSXT under this
Agreement: (i) Agency shall pay CSXT interest at the lesser of 1.0% per month or
the maximum rate of interest permitted by applicable law on the delinquent
amount until paid in full; and (ii) CSXT may elect, by delivery of notice to
Agency: (A) to immediately cease all further work on the Project, unless and until
Agency pays the entire delinquent sum, together with accrued interest; and/or (B)
to terminate this Agreement.
4.3.4 All invoices from CSXT shall be delivered to Agency in accordance with Section
16 of this Agreement. All payments by Agency to CSXT shall be made by
certified check and mailed to the following address or such other address as
designated by CSXT’s notice to Agency:
CSX Transportation, Inc.
P.O. Box 116651
Atlanta, GA 30368-6651
4.4 Effect of Termination. Agency’s obligation to pay to CSXT Reimbursable Expenses in
accordance with Section 4 shall survive termination of this Agreement for any reason.
5. Appropriations Agency represents to CSXT that: (i) Agency has appropriated funds
sufficient to reimburse CSXT for the Reimbursable Expenses encompassed by the Estimate
attached as Exhibit D; (ii) Agency shall use its best efforts to obtain appropriations necessary
to cover Reimbursable Expenses encompassed by subsequent Estimates approved by
Agency; and (iii) Agency shall promptly notify CSXT in the event that Agency is unable to
obtain such appropriations.
6. Easements and Licenses
6.1 Agency Obligation. Agency shall acquire all necessary licenses, permits and easements
required for the Project.
6.2 Temporary Construction Licenses. Insofar as it has the right to do so, CSXT hereby
grants Agency a nonexclusive license to access and cross CSXT’s property, to the
extent necessary for the construction of the Project (excluding ingress or egress over
public grade crossings), along such routes and upon such terms as may be defined and
imposed by CSXT and such temporary construction easements as may be designated on
the Plans approved by CSXT.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
5
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
6.3 Permanent Easements. Insofar as it has the right to do so, CSXT shall grant, without
warranty to Agency, easements for the use and maintenance of the Project wholly or
partly on CSXT property as shown on the Plans approved by CSXT, if any, on terms
and conditions and at a price acceptable to the parties. Upon request by CSXT, Agency
shall furnish to CSXT descriptions and plat plans for the easements.
7. Permits At its sole cost and expense, Agency shall procure all permits and approvals
required by any federal, state, or local governments or governmental agencies for the
construction, maintenance and use of the Project, copies of which shall be provided to CSXT.
8. Termination
8.1 By Agency. For any reason, Agency may, as its sole remedy, terminate this Agreement
by delivery of notice to CSXT. Agency shall not be entitled to otherwise pursue claims
for consequential, direct, indirect or incidental damages or lost profits as a consequence
of CSXT’s default or termination of this Agreement or Work on the Project by either
party.
8.2 By CSXT. In addition to the other rights and remedies available to CSXT under this
Agreement, CSXT may terminate this Agreement by delivery of notice to Agency in
the event Agency or its Contractors fail to observe the terms or conditions of this
Agreement and such failure continues more than ten (10) business days following
delivery of notice of such failure by CSXT to Agency.
8.3 Consequences of Termination. If the Agreement is terminated by either party pursuant
to this Section or any other provision of this Agreement, the parties understand that it
may be impractical for them to immediately stop the Work. Accordingly, they agree
that, in such instance a party may continue to perform Work until it has reached a point
where it may reasonably and safely suspend the Work. Agency shall reimburse CSXT
pursuant to this Agreement for the Work performed, plus all costs reasonably incurred
by CSXT to discontinue the Work and protect the Work upon full suspension of the
same, the cost of returning CSXT’s property to its former condition, and all other costs
of CSXT incurred as a result of the Project up to the time of full suspension of the
Work. Termination of this Agreement or Work on the Project, for any reason, shall not
diminish or reduce Agency’s obligation to pay CSXT for Reimbursable Expenses
incurred in accordance with this Agreement. In the event of the termination of this
Agreement or the Work for any reason, CSXT’s only remaining obligation to Agency
shall be to refund to Agency payments made to CSXT in excess of Reimbursable
Expenses in accordance with Section 4.
9. Insurance In addition to the insurance that Agency requires of its Contractor, Agency shall
acquire or require its Contractor to purchase and maintain insurance in compliance with
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
6
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
CSXT’s insurance requirements attached to this Agreement as Exhibit F. Neither Agency
nor Contractor shall commence work on the Project until such policy or policies have been
submitted to and approved by CSXT’s Risk Management Department.
10. Ownership and Maintenance
10.1 By Agency. Agency shall maintain and repair, at its sole cost and expense, all parts
comprising the permanent aspects of the Project, as shown by the Plans, consisting of
roadway pavement up to the outer ends of the railroad cross ties, sidewalks, guardrails,
and curbs, in good and safe condition to CSXT’s satisfaction. In the event Agency fails
to do so after reasonable notice from CSXT (unless an emergency condition exists or is
imminent in the opinion of CSXT that requires immediate action), CSXT may perform
such maintenance and repair, at Agency’s sole cost and expense.
10.2 By CSXT. CSXT shall maintain and repair the crossing surface between the ends of its
cross ties and its signal facilities at the crossing, at Agency’s sole cost and expense.
10.3 Alterations. Agency shall not undertake any alteration, modification or expansion of the
Project, without the prior written approval of CSXT, which may be withheld for any
reason, and the execution of such agreements as CSXT may require. CSXT may
undertake alterations of its property, track or facilities and shall be reimbursed by
Agency for the expenses incurred by CSXT with respect to the removal and restoration
of the crossing in connections with such alteration.
11. Indemnification
11.1 Generally. To the maximum extent permitted by applicable law, Agency and its
Contractors shall indemnify, defend, and hold CSXT and its affiliates harmless from
and against all claims, demands, payments, suits, actions, judgments, settlements, and
damages of every nature, degree, and kind (including direct, indirect, consequential,
incidental, and punitive damages), for any injury to or death to any person(s)
(including, but not limited to the employees of CSXT, its affiliates, Agency or its
Contractors), for the loss of or damage to any property whatsoever (including but not
limited to property owned by or in the care, custody, or control of CSXT, its affiliates,
Agency or its Contractors, and environmental damages and any related remediation
brought or recovered against CSXT and its affiliates), arising directly or indirectly from
the negligence, recklessness or intentional wrongful misconduct of the Contractors,
Agency, and their respective agents, employees, invitees, contractors, or its contractors’
agents, employees or invitees in the performance of work in connection with the Project
or activities incidental thereto, or from their presence on or about CSXT’s property.
The foregoing indemnification obligation shall not be limited to the insurance coverage
required by this Agreement, except to the extent required by law or otherwise expressly
provided by this Agreement.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
7
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
11.2 Compliance with Laws. Agency shall comply, and shall require its Contractors to
comply, with any federal, state, or local laws, statutes, codes, ordinances, rules, and
regulations applicable to its construction and maintenance of the Project. Agency’s
Contractors shall indemnify, defend, and hold CSXT and its affiliates harmless with
respect to any fines, penalties, liabilities, or other consequences arising from breaches
of this Section.
11.3 “CSXT Affiliates”. For the purpose of this Section 11, CSXT’s affiliates include CSX
Corporation and all entities, directly or indirectly, owned or controlled by or under
common control of CSXT or CSX Corporation and their respective officers, directors,
employees and agents.
11.4 Notice of Incidents. Agency and its Contractor shall notify CSXT promptly of any
loss, damage, injury or death arising out of or in connection with the Project work.
11.5 Survival. The provisions of this Section 11 shall survive the termination or expiration
of this Agreement.
11.6 Notwithstanding anything contained herein to the contrary, Section 11 shall not be
construed as a waiver of any immunity to which Agency is entitled or the extent of any
limitation of liability pursuant to Florida Statute 768.28. Furthermore, this section is
not intended to nor shall it be interpreted as limiting or in any way affecting any
defense Agency may have under Florida Statute 768.28, or as consent to be sued by
third parties.
12. Independent Contractor The parties agree that neither Agency nor its Contractors shall be
deemed either agents or independent contractors of CSXT. Except as otherwise provided by
this Agreement, CSXT shall exercise no control whatsoever over the employment, discharge,
compensation of, or services rendered by Agency or Agency’s Contractors, or the
construction practices, procedures, and professional judgment employed by Agency or its
Contractor to complete the Project. Notwithstanding the foregoing, this Section 12 shall in
no way affect the absolute authority of CSXT to prohibit Agency or its Contractors or anyone
from entering CSXT’s property, or to require the removal of any person from its property, if
it determines, in its sole discretion, that such person is not acting in a safe manner or that
actual or potential hazards in, on or about the Project exist.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
8
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
13. “Entire Agreement” This Agreement embodies the entire understanding of the parties, may
not be waived or modified except in a writing signed by authorized representatives of both
parties, and supersedes all prior or contemporaneous written or oral understandings,
agreements or negotiations regarding its subject matter. In the event of any inconsistency
between this Agreement and the Exhibits, the more specific terms of the Exhibits shall be
deemed controlling.
14. Waiver If either party fails to enforce its respective rights under this Agreement, or fails to
insist upon the performance of the other party’s obligations hereunder, such failure shall not
be construed as a permanent waiver of any rights or obligations in this Agreement.
15. Assignment CSXT may assign this Agreement and all rights and obligations herein to a
successor in interest, parent company, affiliate, or future affiliate. Upon assignment of this
Agreement by CSXT and the assumption of CSXT’s assignee of CSXT’s obligations under
this Agreement, CSXT shall have no further obligation under this Agreement. Agency shall
not assign its rights or obligations under this Agreement without CSXT’s prior consent,
which consent may be withheld for any reason.
16. Notices All notices, consents and approvals required or permitted by this Agreement shall be
in writing and shall be deemed delivered upon personal delivery, upon the expiration of three
(3) days following mailing by first class U.S. mail, or upon the next business day following
mailing by a nationally recognized overnight carrier, to the parties at the addresses set forth
below, or such other addresses as either party may designate by delivery of prior notice to the
other party:
If to CSXT: CSX Transportation, Inc.
500 Water Street, J-301
Jacksonville, Florida 32202
Attention: Director Project Management – Public Projects
If to Agency: Paul Bertels
Manager Traffic Operations
City of Clearwater
100 S. Myrtle Avenue
Clearwater, FL 33756
17. Severability The parties agree that if any part, term or provision of this Agreement is held to
be illegal, unenforceable or in conflict with any applicable federal, state, or local law or
regulation, such part, term or provision shall be severable, with the remainder of the
Agreement remaining valid and enforceable.
18. Applicable Law This Agreement shall be governed by the laws of the State of Florida,
exclusive of its choice of law rules. The parties further agree that the venue of all legal and
equitable proceedings related to disputes under this Agreement shall be situated in Duval
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
9
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
County, Florida, and the parties agree to submit to the personal jurisdiction of any State or
Federal court situated in Pinellas County, Florida.
REMAINDER OF PAGE LEFT INTENTIONALLY BLANK
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
10
Clearwater, Pinellas County, FL; Signal Improvements; DOT 626794S; RRMP SY 875.58
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed in
duplicate, each by its duly authorized officers, as of the date of this Agreement.
CITY OF CLEARWATER
By:
Name:
Title:
CSX TRANSPORTATION, INC.
By:
Tony C. Bellamy
Director Project Management – Public
Projects
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
A-1
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
EXHIBIT A
ALLOCATION OF WORK
Subject to Section 2.1, work to be performed in connection with the Project is allocated as
follows:
A. Agency shall let by contract to its Contractors:
1. Maintenance of Traffic (MOT)
2. Roadway signage, including pavement markings
B. CSXT shall perform or cause to be performed:
1. Installation of flashing lights and gates, etc.
2. Changes in communication and signal lines.
3. Flagging services and other protective services and devices as may be
necessary.
4. Construction engineering and inspection to protect the interests of
CSXT.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
B-1
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
EXHIBIT B
PLANS AND SPECIFICATIONS
Plans, Specifications and Drawings:
As of the date of this Agreement, the following plans, specifications and drawings have
been submitted by Agency to CSXT for its review and approval:
SHEET DESCRIPTION PREPARER DATE
1 of 1 Proposed Crossing Layout (H01) Xorail 02/09/2016
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-1
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
EXHIBIT C
CSXT SPECIAL PROVISIONS
DEFINITIONS:
As used in these Special Provisions, all capitalized terms shall have the meanings ascribed to
them by the Agreement, and the following terms shall have the meanings ascribed to them
below:
“CSXT” shall mean CSX Transportation, Inc., its successors and assigns.
“CSXT Representative” shall mean the authorized representative of CSX Transportation, Inc.
“Agreement” shall mean the Agreement between CSXT and Agency dated as of
_______________________________, as amended from time to time.
“Agency” shall mean the City of Clearwater.
“Agency Representative” shall mean the authorized representative of the City of Clearwater.
“Contractor” shall have the meaning ascribed to such term by the Agreement.
“Work” shall mean the Project as described in the Agreement.
I. AUTHORITY OF CSXT ENGINEER
The CSXT Representative shall have final authority in all matters affecting the safe maintenance
of CSXT operations and CSXT property, and his or her approval shall be obtained by the
Agency or its Contractor for methods of construction to avoid interference with CSXT
operations and CSXT property and all other matters contemplated by the Agreement and these
Special Provisions.
II. INTERFERENCE WITH CSXT OPERATIONS
A. Agency or its Contractor shall arrange and conduct its work so that there will be
no interference with CSXT operations, including train, signal, telephone and
telegraphic services, or damage to CSXT’s property, or to poles, wires, and other
facilities of tenants on CSXT’s Property or right-of-way. Agency or its
Contractor shall store materials so as to prevent trespassers from causing damage
to trains, or CSXT Property. Whenever Work is likely to affect the operations or
safety of trains, the method of doing such Work shall first be submitted to the
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-2
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
CSXT Representative for approval, but such approval shall not relieve Agency or
its Contractor from liability in connection with such Work.
B. If conditions arising from or in connection with the Project require that immediate
and unusual provisions be made to protect train operation or CSXT’s property,
Agency or its Contractor shall make such provision. If the CSXT Representative
determines that such provision is insufficient, CSXT may, at the expense of
Agency or its Contractor, require or provide such provision as may be deemed
necessary, or cause the Work to cease immediately.
III. NOTICE OF STARTING WORK. Agency or its Contractor shall not commence any
work on CSXT Property or rights-of-way until it has complied with the following
conditions:
A. Notify CSXT in writing of the date that it intends to commence Work on the
Project. Such notice must be received by CSXT at least ten business days in
advance of the date Agency or its Contractor proposes to begin Work on CSXT
property. The notice must refer to this Agreement by date. If flagging service is
required, such notice shall be submitted at least thirty (30) business days in
advance of the date scheduled to commence the Work.
B. Obtain authorization from the CSXT Representative to begin Work on CSXT
property, such authorization to include an outline of specific conditions with
which it must comply.
C. Obtain from CSXT the names, addresses and telephone numbers of CSXT’s
personnel who must receive notice under provisions in the Agreement. Where
more than one individual is designated, the area of responsibility of each shall be
specified.
IV. WORK FOR THE BENEFIT OF THE CONTRACTOR
A. No temporary or permanent changes to wire lines or other facilities (other than
third party fiber optic cable transmission systems) on CSXT property that are
considered necessary to the Work are anticipated or shown on the Plans. If any
such changes are, or become, necessary in the opinion of CSXT or Agency, such
changes will be covered by appropriate revisions to the Plans and by preparation
of a force account estimate. Such force account estimate may be initiated by
either CSXT or Agency, but must be approved by both CSXT and Agency.
Agency or Contractor shall be responsible for arranging for the relocation of the
third party fiber optic cable transmission systems, at no cost or expense to CSXT.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-3
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
B. Should Agency or Contractor desire any changes in addition to the above, then it
shall make separate arrangements with CSXT for such changes to be
accomplished at the Agency or Contractor’s expense.
V. HAUL ACROSS RAILROAD
A. If Agency or Contractor desires access across CSXT property or tracks at other
than an existing and open public road crossing in or incident to construction of the
Project, the Agency or Contractor must first obtain the permission of CSXT and
shall execute a license agreement or right of entry satisfactory to CSXT, wherein
Agency or Contractor agrees to bear all costs and liabilities related to such access.
B. Agency and Contractor shall not cross CSXT’s property and tracks with vehicles
or equipment of any kind or character, except at such crossing or crossings as may
be permitted pursuant to this section.
VI. COOPERATION AND DELAYS
A. Agency or Contractor shall arrange a schedule with CSXT for accomplishing
stage construction involving work by CSXT. In arranging its schedule, Agency or
Contractor shall ascertain, from CSXT, the lead time required for assembling
crews and materials and shall make due allowance therefore.
B. Agency or Contractor may not charge any costs or submit any claims against
CSXT for hindrance or delay caused by railroad traffic; work done by CSXT or
other delay incident to or necessary for safe maintenance of railroad traffic; or for
any delays due to compliance with these Special Provisions.
C. Agency and Contractor shall cooperate with others participating in the
construction of the Project to the end that all work may be carried on to the best
advantage.
D. Agency and Contractor understand and agree that CSXT does not assume any
responsibility for work performed by others in connection the Project. Agency
and Contractor further understand and agree that they shall have no claim
whatsoever against CSXT for any inconvenience, delay or additional cost
incurred by Agency or Contractor on account of operations by others.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-4
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
VII. STORAGE OF MATERIALS AND EQUIPMENT
Agency and Contractor shall not store their materials or equipment on CSXT’s property
or where they may potentially interfere with CSXT’s operations, unless Agency or
Contractor has received CSXT Representative’s prior written permission. Agency and
Contractor understand and agree that CSXT will not be liable for any damage to such
materials and equipment from any cause and that CSXT may move, or require Agency or
Contractor to move, such material and equipment at Agency’s or Contractor’s sole
expense. To minimize the possibility of damage to the railroad tracks resulting from the
unauthorized use of equipment, all grading or other construction equipment that is left
parked near the tracks unattended by watchmen shall be immobilized to the extent
feasible so that it cannot be moved by unauthorized persons.
VIII. CONSTRUCTION PROCEDURES
A. General
1. Construction work on CSXT property shall be subject to CSXT’s
inspection and approval.
2. Construction work on CSXT property shall be in accord with CSXT’s
written outline of specific conditions and with these Special Provisions.
3. Contractor shall observe the terms and rules of the CSXT Safe Way
manual, which Agency and Contractor shall be required to obtain from
CSXT, and in accord with any other instructions furnished by CSXT or
CSXT’s Representative.
B. Blasting
1. Agency or Contractor shall obtain CSXT Representative’s and Agency
Representative’s prior written approval for use of explosives on or
adjacent to CSXT property. If permission for use of explosives is granted,
Agency or Contractor must comply with the following:
a. Blasting shall be done with light charges under the direct
supervision of a responsible officer or employee of Agency or
Contractor.
b. Electric detonating fuses shall not be used because of the
possibility of premature explosions resulting from operation of
two-way train radios.
c. No blasting shall be done without the presence of an authorized
representative of CSXT. At least 10 days’ advance notice to
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-5
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
CSXT Representative is required to arrange for the presence of an
authorized CSXT representative and any flagging that CSXT may
require.
d. Agency or Contractor must have at the Project site adequate
equipment, labor and materials, and allow sufficient time, to (i)
clean up (at Agency’s expense) debris resulting from the blasting
without any delay to trains; and (ii) correct (at Agency’s expense)
any track misalignment or other damage to CSXT’s property
resulting from the blasting, as directed by CSXT Representative,
without delay to trains. If Agency’s or Contractor’s actions result
in delay of any trains, including Amtrak passenger trains, Agency
shall bear the entire cost thereof.
e. Agency and Contractor shall not store explosives on CSXT
property.
2. CSXT Representative will:
a. Determine the approximate location of trains and advise Agency or
Contractor of the approximate amount of time available for the
blasting operation and clean-up.
b. Have the authority to order discontinuance of blasting if, in his or
her opinion, blasting is too hazardous or is not in accord with these
Special Provisions.
IX. MAINTENANCE OF DITCHES ADJACENT TO CSXT TRACKS
Agency or Contractor shall maintain all ditches and drainage structures free of silt or
other obstructions that may result from their operations. Agency or Contractor shall
provide erosion control measures during construction and use methods that accord with
applicable state standard specifications for road and bridge construction, including either
(1) silt fence; (2) hay or straw barrier; (3) berm or temporary ditches; (4) sediment basin;
(5) aggregate checks; and (6) channel lining. All such maintenance and repair of
damages due to Agency’s or Contractor’s operations shall be performed at Agency’s
expense.
X. FLAGGING / INSPECTION SERVICE
A. CSXT has sole authority to determine the need for flagging required to protect its
operations and property. In general, flagging protection will be required
whenever Agency or Contractor or their equipment are, or are likely to be,
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-6
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
working within fifty (50) feet of live track or other track clearances specified by
CSXT, or over tracks.
B. Agency shall reimburse CSXT directly for all costs of flagging that is required on
account of construction within CSXT property shown in the Plans, or that is
covered by an approved plan revision, supplemental agreement or change order.
C. Agency or Contractor shall give a minimum of 10 days’ advance notice to CSXT
Representative for anticipated need for flagging service. No work shall be
undertaken until the flag person(s) is/are at the job site. If it is necessary for
CSXT to advertise a flagging job for bid, it may take up to 90-days to obtain this
service, and CSXT shall not be liable for the cost of delays attributable to
obtaining such service.
D. CSXT shall have the right to assign an individual to the site of the Project to
perform inspection service whenever, in the opinion of CSXT Representative,
such inspection may be necessary. Agency shall reimburse CSXT for the costs
incurred by CSXT for such inspection service. Inspection service shall not relieve
Agency or Contractor from liability for its Work.
E. CSXT shall render invoices for, and Agency shall pay for, the actual pay rate of
the flagpersons and inspectors used, plus standard additives, whether that amount
is above or below the rate provided in the Estimate. If the rate of pay that is to be
used for inspector or flagging service is changed before the work is started or
during the progress of the work, whether by law or agreement between CSXT and
its employees, or if the tax rates on labor are changed, bills will be rendered by
CSXT and paid by Agency using the new rates. Agency and Contractor shall
perform their operations that require flagging protection or inspection service in
such a manner and sequence that the cost of such will be as economical as
possible.
XI. UTILITY FACILITIES ON CSXT PROPERTY
Agency shall arrange, upon approval from CSXT, to have any utility facilities on or over
CSXT Property changed as may be necessary to provide clearances for the proposed
trackage.
XII. CLEAN-UP
Agency or Contractor, upon completion of the Project, shall remove from CSXT’s
Property any temporary grade crossings, any temporary erosion control measures used to
control drainage, all machinery, equipment, surplus materials, falsework, rubbish, or
temporary buildings belonging to Agency or Contractor. Agency or Contractor, upon
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
C-7
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
completion of the Project, shall leave CSXT Property in neat condition, satisfactory to
CSXT Representative.
XIII. FAILURE TO COMPLY
If Agency or Contractor violate or fail to comply with any of the requirements of these
Special Provisions, (a) CSXT may require Agency and/or Contractor to vacate CSXT
Property; and (b) CSXT may withhold monies due Agency and/or Contractor; (c) CSXT
may require Agency to withhold monies due Contractor; and (d) CSXT may cure such
failure and the Agency shall reimburse CSXT for the cost of curing such failure.
CSX TRANSPORTATION, INC.
FORCE ACCOUNT ESTIMATE
Page 1
Project Summary Sheet
ACCT. CODE : 709 - FL2078
ESTIMATE SUBJECT TO REVISION AFTER: 8/30/2016 DOT NO.: 626794S
CITY:COUNTY:Pinellas STATE:FL
DIVISION:Jacksonville SUB-DIV:Clearwater MILE POST:SY 875.58
AGENCY PROJECT NUMBER:City of Clearwater
PRELIMINARY ENGINEERING:
212 Contracted & Administrative Engineering Services -$
Subtotal -$
CONSTRUCTION ENGINEERING/INSPECTION:
212 Contracted & Administrative Engineering Services 4,000$
Subtotal 4,000$
FLAGGING SERVICE: (Contract Labor)
070 Labor (Conductor-Flagman)Days @ 350.00$ -$
050 Labor (Foreman/Inspector)Days @ 392.00$ -$
070 Additive 113.98% (Transportation Department)-$
050 Additive 118.39% (Engineering Department)-$
230 Per Diem (Engineering Department)Days @ 75.00$ -$
230 Expenses Days @ 45.00$ -$
Subtotal -$
SIGNAL & COMMUNICATIONS WORK:336,586$
TRACK WORK:-$
PROJECT SUBTOTAL 340,586$
900 CONTINGENCIES:10.00%34,059$
GRAND TOTAL *****************************************************374,644$
DIVISION OF COST:
Agency 100.00%374,644$
Railroad -$
TOTAL *****************************************************374,644$
NOTE: Estimate is based on FULL CROSSING CLOSURE during work by Railroad Forces.
Office of Assistant Chief Engineer Public Projects--Jacksonville, Florida
Estimated prepared by:C. Showman Approved by:JAS CSXT Public Project Group
DATE: 3/3/2016 REVISED: DATE: 03/03/16
This estimate has been prepared based on site conditions, anticipated work duration periods, material prices, labor rates, manpower and resource availability, and
other factors known as of the date prepared. The actual cost for CSXT work may differ based upon the agency's requirements, their contractor's work procedures,
and/or other conditions that become apparent once construction commences or during the progress of the work
Pinellas Street: Modify the crossing to accommodate a quiet zone - install 4-quad gates with
sidelights, new house with remote monitoring and constant warning detection, and new AC meter
service. Install cantilever/gate combos in the NE and SW quadrants.
DESCRIPTION:
Clearwater
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
E-1
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
EXHIBIT E
PAYMENT SCHEDULE
Advance Payment in Full
Upon execution and delivery of notice to proceed with the Project, Agency will deposit with
CSXT a sum equal to the Reimbursable Expenses, as shown by the Estimate. If CSXT
anticipates that it may incur Reimbursable Expenses in excess of the deposited amount, CSXT
will request an additional deposit equal to the then remaining Reimbursable Expenses which
CSXT estimates that it will incur. CSXT shall request such additional deposit by delivery of
invoices to Agency. Agency shall make such additional deposit within 30 days following
delivery of such invoice to Agency.
.
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
F-1
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
EXHIBIT F
INSURANCE REQUIREMENTS
I. Insurance Policies:
Agency and Contractor, if and to the extent that either is performing work on or about
CSXT’s property, shall procure and maintain the following insurance policies:
1. Commercial General Liability coverage at their sole cost and expense with limits of
not less than $5,000,000 in combined single limits for bodily injury and/or property
damage per occurrence, and such policies shall name CSXT as an additional named
insured.
2. Statutory Worker’s Compensation and Employers Liability Insurance with limits of
not less than $1,000,000, which insurance must contain a waiver of subrogation
against CSXT and its affiliates (if permitted by state law).
3. Commercial automobile liability insurance with limits of not less than $1,000,000
combined single limit for bodily injury and/or property damage per occurrence, and
such policies shall name CSXT as an additional named insured.
4. Railroad protective liability insurance with limits of not less than $5,000,000
combined single limit for bodily injury and/or property damage per occurrence and an
aggregate annual limit of $10,000,000, which insurance shall satisfy the following
additional requirements:
a. The Railroad Protective Insurance Policy must be on the ISO/RIMA Form of
Railroad Protective Insurance - Insurance Services Office (ISO) Form CG 00 35.
b. CSX Transportation must be the named insured on the Railroad Protective
Insurance Policy.
c. Name and Address of Contractor and Agency must be shown on the Declarations
page.
d. Description of operations must appear on the Declarations page and must match
the Project description, including project or contract identification numbers.
e. Authorized endorsements must include the Pollution Exclusion Amendment - CG
28 31, unless using form CG 00 35 version 96 and later.
f. Authorized endorsements may include:
Clearwater, Pinellas County, FL
Signal Improvements at Pinellas Street,
DOT 626794S; RRMP SY 875.58
Jacksonville Division, Clearwater Subdivision
OP NO. FL2078
F-2
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
(i). Broad Form Nuclear Exclusion - IL 00 21
(ii) 30-day Advance Notice of Non-renewal or cancellation
(iii) Required State Cancellation Endorsement
(iv) Quick Reference or Index - CL/IL 240
g. Authorized endorsements may not include:
(i) A Pollution Exclusion Endorsement except CG 28 31
(ii) A Punitive or Exemplary Damages Exclusion
(iii) A “Common Policy Conditions” Endorsement
(iv) Any endorsement that is not named in Section 4 (e) or (f) above.
(v) Policies that contain any type of deductible
5. All insurance companies must be A. M. Best rated A- and Class VII or better.
6. Such additional or different insurance as CSXT may require.
II. Additional Terms
1. Contractor must submit the original Railroad Protective Liability policy,
Certificates of Insurance and all notices and correspondence regarding the insurance
policies to:
Insurancedocuments@csx.com
2. Neither Agency nor Contractor may begin work on the Project until it has
received CSXT’s written approval of the required insurance.
I-1
Clearwater, Pinellas County, FL; Quiet Zone near; DOT 626794S; RRMP SY 875.58
SCHEDULE I
CONTRACTOR’S ACCEPTANCE
To and for the benefit of CSX Transportation, Inc. (“CSXT”) and to induce CSXT to
permit Contractor on or about CSXT’s property for the purposes of performing work in
accordance with the Agreement dated _______________________, 20___, between the City of
Clearwater and CSXT, Contractor hereby agrees to abide by and perform all applicable terms of
the Agreement, including, but not limited to Exhibits C and F to the Agreement, and Sections 3,
9 and 11 of the Agreement.
Contractor: ___________________________
By: ___________________________
Name: _________________________
Title: __________________________
Date: __________________________
\\COR\130459.7
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2304
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Engineering Department
Agenda Number: 7.4
SUBJECT/RECOMMENDATION:
Approve Change Order 1 to Layne Inliner, LLC for Sewer Cleaning and Televising Inspection
in the amount of $840,000; Change Order 1 to Hinterland Group, Inc. for Trenchless Repairs
of the Sanitary Sewer Collection System in the amount of $360,000 and authorize the
appropriate officials to execute same. (consent)
SUMMARY:
The City has initiated a comprehensive maintenance program to clean, inspect,
rehabilitate and repair existing sanitary sewer pipelines and manholes throughout the City
of Clearwater. The program objective is to maintain the integrity of the sanitary sewer
system and minimize disruptions in service to our citizens.
February 5, 2015, City Council awarded 2-year contracts to Layne Inliner, LLC for Sewer
Cleaning and Televised Inspections and Hinterland Group, Inc. for Trenchless
Rehabilitation based on unit prices.
Layne Inliner’s contract includes cleaning and TV inspection of selected sanitary sewer
systems. This process restores capacity by removing sediment and obstructions and
also accurately identifies defects that require corrective action.
Hinterland Group’s contract includes lining of selected sewer pipeline to rebuild the pipes ’
structural integrity according to City Standard Specifications, limiting inflow and
infiltration.
From televised inspections staff reviewed and found it is necessary to have more
cleaning and trenchless rehabilitation work done to stop major infiltration and pipe
failures.
Both contractors have performed excellent work for the City and agreed to hold their
competitive unit pricing to continue the work for the City.
Public Utilities staff will coordinate and direct contractors, on an ongoing basis, to those
areas as needed to meet program goals.
APPROPRIATION CODE AND AMOUNT:
0315-96665-563800-535-000-0000 $840,000
0327-96665-563800-535-000-0000 $360,000
Funding is available in Capital Improvement Program project 0315-96665, Sanitary
Sewer Repair and Replacement, in the amount of $840,000.00, and Utility Renewal and
Replacement Program project 0327-96665, Sanitary Sewer Repair and Replacement, in
the amount of $360,000.00 for total funding in the amount of $1,200,000.
Page 1 City of Clearwater Printed on 4/21/2016
CHANGE ORDER 1 DATE:March 14, 2016
PROJECT: PROJECT NUMBER: 14-0025-UT
2013-14 Sanitary Sewer & Manhole -
Sanitary Sewer CIPP Rehabilitation PO REFERENCE: ST111382
CONTRACTOR: COUNCIL AWARD:February 5, 2015
Hinterland Group, Inc.
5401 N Haverhill Road, Unit 6 114 DATE OF CONTRACT: February 27, 2015
West Palm Beach, Fl 33407
CODE: 0327-96665-563800-535-000-0000
SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT
STATEMENT OF CONTRACT AMOUNT ACCEPTED BY:
Hinterland Group, Inc.
ORIGINAL CONTRACT AMOUNT 360,000.00$
360,000.00$ By: (Seal)
NEW CONTRACT AMOUNT 720,000.00$ Daniel Duke, President
APPROVED AS TO FORM: Date:
Witnesses (2):
Camilo Soto, Assistant City Attorney
George N Cretekos, Mayor
ATTEST:
Recommended By:
Rosemarie Call, City Clerk City of Clearwater
Date:
CITY OF CLEARWATER, in Lan-Anh Nguyen, PE, Project Manager
PINELLAS COUNTY, FLORIDA
William B. Horne, II City Manager Michael D Quillen, PE, City Engineer
Change Order 1 - City Council - 4/7/2016
to increase funding with all unit prices, terms and conditions remaining the same-see attached for details.
RE: Change Order 1 - 2013-14-10 Sanitary Sewer and Manhole Rehabilitation Cured in Place Pipe Lining
ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST
Increases:
1.0 CIPP
a 8” Dia. Sanitary Sewer Mains 6.0 mm
Normal Thickness
LF 4000 25.00$ 100,000.00$
b 10” Dia. Sanitary Sewer Mains 7.5
mm Normal Thickness
LF 2500 30.00$ 75,000.00$
c 12” Dia. Sanitary Sewer Mains 7.5
mm Normal Thickness
LF 1000 35.00$ 35,000.00$
d 15” Dia. Sanitary Sewer Mains 7.5
mm Normal Thickness
LF 300 40.00$ 12,000.00$
e 18” Dia. Sanitary Sewer Mains 9.0
mm Normal Thickness
LF 100 51.00$ 5,100.00$
f 21” Dia. Sanitary Sewer Mains9.0 mm
Normal Thickness
LF 100 56.00$ 5,600.00$
g 24” Dia. Sanitary Sewer Mains9.0 mm
Normal Thickness
LF 100 66.00$ 6,600.00$
2.0 CIPP Sectional Repair
a 6” Dia. Sanitary Sewer Mains
2’-10’EA 1 1,000.00$ 1,000.00$
10.1’-20’EA 1 1,600.00$ 1,600.00$
20.1’-30’EA 1 2,200.00$ 2,200.00$
b 8” Dia. Sanitary Sewer Mains
2’-10’EA 1 1,100.00$ 1,100.00$
10.1’-20’EA 1 1,700.00$ 1,700.00$
20.1’-30’EA 1 2,200.00$ 2,200.00$
c 10” Dia. Sanitary Sewer Mains
2’-10’EA 1 $ 1,200.00 1,200.00$
10.1’-20’EA 1 $ 1,800.00 1,800.00$
20.1’-30’EA 1 $ 2,300.00 2,300.00$
d 12” Dia. Sanitary Sewer Mains
2’-10’EA.1 1,300.00$ 1,300.00$
10.1’-20’EA.1 1,900.00$ 1,900.00$
20.1’-30’EA.1 2,400.00$ 2,400.00$
e 15” Dia. Sanitary Sewer Mains
2’-10’EA.1 1,400.00$ 1,400.00$
10.1’-20’EA.1 2,400.00$ 2,400.00$
20.1’-30’EA.1 3,100.00$ 3,100.00$
f 18” Dia. Sanitary Sewer Mains
2’-10’EA.1 1,500.00$ 1,500.00$
10.1’-20’EA.1 2,700.00$ 2,700.00$
20.1’-30’EA.1 3,500.00$ 3,500.00$
g 21” Dia. Sanitary Sewer Mains
2’-10’EA.1 1,600.00$ 2,800.00$
10.1’-20’EA.1 2,800.00$ 3,500.00$
20.1’-30’EA.1 3,500.00$ 3,500.00$
h 24” Dia. Sanitary Sewer Mains
2’-10’EA.1 1,600.00$ 1,600.00$
10.1’-20’EA.1 2,900.00$ 2,900.00$
20.1’-30’EA.1 4,000.00$ 4,000.00$
3. Ancillary Services
a. Mobilization/Demobilization
including Traffic Control
LS 5 1,500.00$ 7,500.000$
b. Easement Access, additional
< or = 15” Diameter LF 2500 1.50$ 3,750.000$
> 15” Diameter LF 900 2.50$ 2,250.000$
Page 2 of 3
RE: Change Order 1 - 2013-14-10 Sanitary Sewer and Manhole Rehabilitation Cured in Place Pipe Lining
ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST
c. Service with Pressure Grouting EA 65 230.00$ 14,950.000$
d. Standard Service Reconnection EA 90 95.00$ 8,550.000$
e. Heavy Cleaning -$
8”-10” Diameter LF 600 2.00$ 1,200.000$
12”-15” Diameter LF 300 3.00$ 900.000$
16”-24” Diameter LF 400 4.00$ 1,600.000$
f. Root Removal -$
8”-10” Diameter LF 500 8.00$ 4,000.000$
12”-15” Diameter LF 300 8.00$ 2,400.000$
16”-24” Diameter LF 300 8.00$ 2,400.000$
g. Tuberculation Cleaning -$
8”-10” Diameter LF 470 10.00$ 4,700.000$
12”-15” Diameter LF 100 10.00$ 1,000.000$
16”-24” Diameter LF 100 15.00$ 1,500.000$
h. Bypass Pump setup with Piping -$
8”-12” Diameter EA 10 400.00$ 4,000.000$
15”-18” Diameter EA 3 800.00$ 2,400.000$
24” Diameter EA 2 2,000.00$ 4,000.000$
Total Increases: 360,000.000$
Page 3 of 3
CHANGE ORDER 1 DATE: March 15, 2016
PROJECT: PROJECT NUMBER:14-0025-UT
2013-2014 Sanitary Sewer and Manhole Rehabilitation -
Sanitary Sewer Cleaning and Televising Inspection PO REFERENCE: ST111379
CONTRACTOR: COUNCIL AWARD: February 5, 2015
Layne Inliner, LLC
14413 62nd Street North DATE OF CONTRACT:February 27,2015
Clearwater, FL
CODE: 0315-96665-563800-535-000-0000
SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT
STATEMENT OF CONTRACT AMOUNT ACCEPTED BY:
Layne Inliner, LLC
ORIGINAL CONTRACT AMOUNT $840,000.00
840,000.00$ By: (SEAL)
NEW CONTRACT AMOUNT 1,680,000.00$ Mark Harris, Vice President
APPROVED AS TO FORM: Date:
Witnesses (by 2):
Camilo Soto, Assistant City Attorney
George N Cretekos, Mayor
ATTEST:
Recommended By:
Rosemarie Call, City Clerk City of Clearwater
Date:
CITY OF CLEARWATER, in Lan-Anh Nguyen, PE, Project Manager
PINELLAS COUNTY, FLORIDA
William B. Horne, II City Manager Michael D Quillen, PE, City Engineer
to increase funding with all unit prices, terms and conditions remaining the same-see attached for details.
Change Order 1 - City Council - 4/21/2016
Change Order 1 - 2013-14 Sanitary Sewer and Manhole Rehabilitation Sanitary Sewer Cleaning and Televising Inspection
ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST
Increases:
a. Mobilization/Demobilization including
Traffic Control on City streets
LS/work assignment 10 $ 0.01 $ 0.10
b.Traffic Control on non-City streets Per Day 20 $ 50.00 $ 1,000.00
c. Heavy Cleaning
8”-10” Diameter LF 200,000 $ 0.01 $ 2,000.00
12”-15” Diameter LF 100,000 $ 0.01 $ 1,000.00
16”-24” Diameter LF 50,000 $ 0.01 $ 500.00
30”-36” Diameter LF 1,000 $ 0.01 $ 10.00
d. Root Removal
8”-10” Diameter LF 100000 $ 1.00 $ 100,000.00
12”-15” Diameter LF 50000 $ 0.01 $ 500.00
16”-24” Diameter LF 5000 $ 0.01 $ 50.00
30”-36” Diameter LF 5000 $ 0.01 $ 50.00
e. Easement access, additional
8”-10” Diameter LF 100,000 $ 0.30 $ 30,000.00
12”-15” Diameter LF 3,000 $ 0.01 $ 30.00
16”-24” Diameter LF 4,000 $ 0.01 $ 40.00
30”-36” Diameter LF 1,000 $ 0.01 $ 10.00
f. Tuberculation Cleaning
8”-10” Diameter LF 985 $ 0.01 $ 9.85
12”-15” Diameter LF 1,000 $ 0.01 $ 10.00
16”-24” Diameter LF 1,000 $ 0.01 $ 10.00
30”-36” Diameter LF 1,000 $ 0.01 $ 10.00
g. EA 4702 $ 10.00 $ 47,020.00
a. Mobilization/Demobilization including Traffic Control on City streetsLS/work 5 $ 0.01 $ 0.05
b. Traffic Control on non-City streets Per day 10 $ 50.00 $ 500.00
c. CCTV pipe inspection
8”-10” Diameter LF 200,000 $ 1.25 $ 250,000.00
12”-15” Diameter LF 80,000 $ 2.00 $ 160,000.00
16”-24” Diameter LF 50,000 $ 3.50 $ 175,000.00
30”-36” Diameter LF 3,500 $ 14.00 $ 49,000.00
d. Manhole Inspection EA 50 $ 15.00 $ 750.00
e. Smoke Testing LF 45,000 $ 0.50 $ 22,500.00
Total Increases: $ 840,000.00
2. CCTV pipe and manhole inspection with PACP/CUES Granite XP
Page 2 of 2:
1 Sewer Line Cleaning
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2306
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Engineering Department
Agenda Number: 7.5
SUBJECT/RECOMMENDATION:
Approve the Contract for Purchase of Real Property by the City of Clearwater (Purchase
Contract) of certain real property owned by Clearwater Christian College Private School, Inc.
and Easterland Properties, LLC, with a purchase price of $1,360,000 and total expenditures
not to exceed $1,400,000 and authorize the appropriate officials to execute same, together
with all other instruments required to affect closing. (consent)
SUMMARY:
The subject property is generally located north of Gulf to Bay Boulevard, east of Bayshore
Boulevard and west of the Clearwater Christian College campus. The property is comprised
of approximately 80 acres of wetlands and six acres of uplands (the Property). Clearwater
Christian College Private School, Inc. (College) owns the majority of the wetlands and
Easterland Properties, LLC owns an eight-acre parcel along Bayshore that is comprised of
wetlands and uplands. The College is the principal owner of Easterland Properties, LLC
(Easterland).
Under the proposed Purchase Contract, the City will purchase the Property through a
combination of warranty and quitclaim deeds. The quitclaim deed will be from the College and
is intended to eliminate the potential for any future title conflicts.
The Property is encumbered by a Development Agreement between the City and the College,
and the proposed Purchase Contract is subject to the termination of the Development
Agreement. The Property is also encumbered by that certain Settlement Agreement by and
between the City, the College and three private party petitioners dated April 26, 2011 (the
Settlement Agreement). The petitioners were nearby residents who challenged a certain land
use plan amendment, applicable to the Property, which was approved prior to the
Development Agreement. The Settlement Agreement preserves certain environmental
elements and imposes certain development restrictions on the Property. At the College’s
request, the proposed Purchase Contract contemplates the conditional approval of an
amendment or release of the Settlement Agreement as long as the City’s intended use for the
property survives. If the College brings forth an amendment or release of the Settlement
Agreement that does not impose restrictions with respect to the City’s intended use of the
Property, staff will present same to City Council at a later date.
This proposed acquisition presents a unique opportunity for the City to provide water quality
benefits to Tampa Bay, an impaired water body with a federally-recognized Total Maximum
Daily Load (TMDL) for Nitrogen. Tampa Bay is comprised of four bay segments, Old Tampa
Bay, Middle Tampa Bay, Lower Tampa Bay and Hillsborough Bay. The City currently holds
FDEP Wastewater and Stormwater Permits which allow for discharges into the waters of Old
Tampa Bay, surrounding this property. The City is obligated by those permits to meet Nitrogen
loading allocations along with water quality improvements mandates. The City will use these
lands for the purpose of implementing water quality improvement projects with regional benefit
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2306
for years to come.
As to the purchase price, City staff obtained five value estimates from three independent
appraisals. Two appraisals were performed on behalf of the City and the other was performed
for the College. Appraisals by James Millspaugh and Associates, Inc and Lee Pallardy, Inc.
with valuation dates of October 23, 2015 and November 15, 2015 respectively were performed
on behalf of the City. Integra Realty Resources, Tampa Bay performed an appraisal of the
Easterland property on behalf of the College with a valuation date of June 2, 2015.
Upland Valuation Wetland Valuation
James Millspaugh & Associates, Inc.$960,000 $180,000
Lee Pallardy, Inc.$1,000,000 $135,000
Integra Realty Resources, Tampa Bay $1,180,000 N/A
Acquisition Costs:
Purchase Price $1,360,000
Survey $28,040
Closing Costs $6,900
TOTAL $1,394,940
APPROPRIATION CODE AND AMOUNT:
0181-99704-560100-539-000-0000 $463,303
0315-96168-560100-539-000-0000 $936,697
Funding is available in Special Program project 0181-99704, Sembler Mitigation, in the
amount of $463,303 and Capital Improvement Program project 0315-96168, Stormwater
System Expansion, in the amount of $936,697 for total funding of $1,400,000.
Page 2 City of Clearwater Printed on 4/21/2016
CONTRACT FOR PURCHASE OF REAL PROPERTY
BY THE CITY OF CLEARWATER, FLORIDA
PARTIES: CLEARWATER CHRISTI AN COLLEGE PRIVATE SCHOOL, INC. (herein referred to as
“CCC”), a Florida non-profit corporation whose post office address is 3400 Gulf to Bay Boulevard,
Clearwater, Florida 33759 and EASTERLAND PROPERTIES, LLC (herein referred to as “Easterland”),
a Florida limited liability company whose post office address is 3400 Gulf to Bay Boulevard, Clearwater,
Florida 33759, (together herein referred to as "Seller"), as their interests may appear, and the CITY OF
CLEARWATER, FLORIDA, a municipal corporation of the State of Florida (herein referred to as "Buyer"
or "City"), whose principal address is 112 South Osceola Avenue, Clearwater, FL 33756, (each
individually referred to herein as “Party”, or collectively as the "Parties") hereby agree that the Seller
shall sell and Buyer shall buy the following real property ("Property") upon the terms and conditions
stated herein.
1. PROPERTY DESCRIPTION
Four (4) tracts of land generally described as follows:
• Parcel “A” - Portions of Pinellas County Property I.D. #s 16-29-16-00000-130-0200, 16-29-16-
00000-120-0100, 16-29-16-00000-110-0100 and 16-29-16-00000-140-0100, depicted in
Exhibit “A” attached hereto and by this reference made a part hereof
• Parcel “B” - Pinellas County Property I.D. # 16-29-16-00000-130-0300, previously deeded to
Easterland by virtue of that certain Statutory Warranty Deed recorded in Book 16135, Page
2664 of the Official Records of Pinellas County, Florida, more particularly described in Exhibit
“B” attached hereto and by this reference made a part hereof
• Parcel “C” - Pinellas County Property I.D. # 16-29-16-00000-130-0310, previously deeded to
CCC by virtue of that certain Warranty Deed (corrective) recorded in Book 10311, Page 1231
of the Official Records of Pinellas County, Florida
• Parcel “D” - Portions of submerged lands acquired by CCC by virtue of deeds recorded in
Book 10311, Page 1231 and Book 4248, Page 1059 of the official Records of Pinellas County,
Florida and other submerged lands to which Seller may own an interest, as may be determined
by a boundary survey, lying within, or adjacent to, Section 16, Township 29 South, Range 16
East
Parcels “A”, “B”, “C” and “D” shall be more particularly described by a boundary survey as provided
for in Paragraph 12 herein.
PERSONALTY: NONE
2. FULL PURCHASE PRICE ...........................................……………………………….……... $1,360,000
3. MANNER OF PAYMENT: Wire transfer in U.S. funds at time of closing ……………...... $1,360,000
4. PURCHASE PRICE
The full Purchase Price as shown herein has been reached through negotiations with the Seller by City
staff. The Purchase Price is based upon appraisals by James Millspaugh and Associates, Inc., Lee
Pallardy, Inc., and Integra Realty Resources – Tampa Bay.
[GM15-1311-008/180352/2] Page 2 of 9
5. TIME FOR ACCEPTANCE; APPROVALS
Following execution of this contract by Seller, the price, terms and conditions as contained herein shall
remain unchanged and be held unconditionally open for a period of 60 days following delivery in
duplicate original to City Manager of the City of Clearwater for acceptance and approval, counter-offer,
or rejection by action of the Clearwater City Council ("Council"). If this agreement is accepted and
approved by the Council, it will be executed by duly authorized City officials and delivered to Seller
within 10 days thereafter. If a counter-offer is approved by the Council, it shall be delivered to Seller in
writing within 10 days of such action by the City Council, and Seller shall have 10 days thereafter to
deliver to Buyer written notice of acceptance or rejection of such counter-offer. If written notice of
acceptance is not timely delivered, or if the counter-offer is rejected by Seller, this contract shall
thereafter be null and void in all respects. If this contract is rejected by the Council upon initial
presentation to the Council, this contract shall be null and void in all respects and Seller shall be so
informed in writing within 5 days of such action.
6. TITLE
Seller warrants legal capacity to Parcels “A” and “B” and shall convey marketable title to Parcels “A”
and “B” by Statutory Warranty Deed, subject only to matters contained in Paragraph 7 acceptable to
Buyer. Otherwise title shall be free of liens, easements and encumbrances of record or known to
Seller, but subject to property taxes for the year of closing; covenants, restrictions and public utility
easements of record; and no others provided there exists at closing no violation of the foregoing. Seller
shall convey Parcels “C” and “D” by Quitclaim Deed. Seller shall disclose all liens, easements and
encumbrances of record or known to Seller that may affect Parcels “C” and “D”.
7. TITLE EVIDENCE
Seller shall, at Buyer’s expense and within 15 days prior to closing date deliver to Buyer a title
insurance commitment issued by a Florida licensed title insurer agreeing to liens, encumbrances,
exceptions or qualifications set forth in this Contract, and those which shall be discharged by Seller at
or before closing. Seller shall convey marketable title to Parcels “A” and “B” subject only to liens,
encumbrances, exceptions or qualifications as agreed to for the purposes of conveying marketable title
as provided herein. Marketable title shall be determined according to applicable Title Standards
adopted by The Florida Bar and in accordance with law. Buyer shall have 5 days from receiving
evidence of title to examine it. If title is found defective, Buyer shall, within 3 days thereafter, notify
Seller in writing specifying defect(s). If the defect(s) render title unmarketable, Seller will have 120 days
from receipt of notice to elect to remove the defect(s), failing which Buyer shall have the option of either
accepting the title as it then is or withdrawing from this Contract.
8. DEVELOPMENT AGREEMENT
Portions of the property are encumbered by that certain Development Agreement between Clearwater
Christian College Private School, Inc. and the City of Clearwater dated August 12, 2010 and recorded
in Book 17005, Pages 630-679 of the Official Records of Pinellas County, Florida and amended by that
certain First Amendment to Development Agreement dated October 27, 2010 and recorded in Book
17078, Pages 179-197 of the Official Records of Pinellas County, Florida (collectively “Development
Agreement”). Closing on this contract shall be subject to the termination of the Development
Agreement. Seller shall be solely responsible for submitting appropriate application and information for
the City Council of the City of Clearwater to consider Seller’s request to terminate the Development
[GM15-1311-008/180352/2] Page 3 of 9
Agreement. Termination of the Development Agreement shall occur simultaneous to closing, prior to
conveyance of the Property, it being the intention of the Parties that termination of the Development
Agreement is not to occur should this transaction not close. Failure to obtain approval of the
termination of the Development Agreement shall not be deemed a breach of this contract by either
Party hereto.
9. SETTLEMENT AGREEMENT.
Portions of the property are encumbered by that certain Settlement Agreement between Clearwater
Christian College Private School, Inc., the City of Clearwater, and Jinene L. Harvey, Christiane D.
Perreve, and Kathleen Knapp, dated April 28, 2011 and recorded in Book 17243, Pages 718-731 of the
Official Records of Pinellas County, Florida (“Settlement Agreement”). Buyer, through its City Council,
hereby conditionally consents to the Release or Amendment of the Settlement Agreement, as long as
the property restrictions provided for in any such Amendment are not more restrictive as to Buyers
intended use of the property as determined by Buyer in its sole discretion. More specifically, the parties
hereto expressly acknowledge that the Mitigation Bank contemplated in the Settlement Agreement has
not been approved by state and federal agencies and is not financially viable. Therefore, in any
amendment to the Settlement Agreement, Buyer shall be, at a minimum, allowed to proceed with
mitigation projects as described Exhibit “C”, paragraph 4, as permitted by regulatory authorities.
10. TRANSFER OF DEVELOPMENT RIGHTS
Seller may, at Seller’s sole Discretion, transfer development rights from Parcel A to lands owned by
Seller prior to or in conjunction with this transaction. Said transfer of development rights shall be in
accordance with applicable law and shall be performed at Seller’s expense.
11. COMPLIANCE WITH SECTION 286.23, FLORIDA STATUTES
Owner shall execute and deliver to the City the “Disclosure of Beneficial Interests” required pursuant to
Section 286.23, Florida Statutes.
12. SURVEY
Buyer, at Buyer's expense, within time allowed to deliver evidence of title and to examine same, may
have Real Property surveyed and certified to the Buyer by a registered Florida land surveyor. If survey
shows any encroachment on Real Property, or that improvements located on Real Property encroach
on setback lines, easements, lands of others, or violate any restrictions, contract covenants or
applicable governmental regulation, the same shall constitute a title defect and Buyer shall object to
such defect within the Inspection Period as provided for in Paragraph 19a herein. The survey shall be
performed to minimum technical standards of the Florida Administrative Code and may include a
description of the property under the Florida Coordinate System as defined in Chapter 177, Florida
Statutes.
13. CLOSING PLACE AND DATE
Seller shall designate closing agent and this transaction shall be closed in the offices of the designated
closing agent in Pinellas County, Florida, no later than July 15, 2016, unless extended by other
provisions of this contract including but not limited to time allotted for the removal of title defects as
provided for in Paragraph 7 above. The allotted time as provided for in Paragraph 7 shall also apply to
title defects discovered by virtue of a survey as provided for in Paragraph 12 above. If either party is
[GM15-1311-008/180352/2] Page 4 of 9
unable to comply with any provision of this contract within the time allowed, and be prepared to close as
set forth above, after making all reasonable and diligent efforts to comply, then upon giving written
notice to the other party, time of closing may be extended up to 60 days without effect upon any other
term, covenant or condition contained in this contract. The Parties agree to close this contract as
quickly as reasonably possible provided all terms and conditions established herein are satisfied and
each party is able to complete its respective due diligence as provided herein.
14. CLOSING DOCUMENTS
Seller shall furnish closing statements for the respective parties, deed, bill of sale (if applicable),
mechanic's lien affidavit, assignments of leases, tenant and mortgage estoppel letters, and corrective
instruments. If Seller is a corporation, Seller shall deliver a resolution of its Board of Directors
authorizing the sale and delivery of the deed and certification by the corporate Secretary certifying the
resolution and setting forth facts showing the conveyance conforms with the requirements of local law.
15. CLOSING EXPENSES
Documentary stamps on the deed, unless this transaction is exempt under Chapter 201.24, Florida
Statutes, shall be paid by the Seller. Seller shall also pay the costs of recording any corrective
instruments. Recordation of the deed shall be paid by Buyer.
16. PRORATIONS; CREDITS
Taxes, assessments, rent (if any) and other revenue of the Property shall be prorated through the day
before closing. Closing agent shall collect all ad valorem taxes uncollected but due through day prior to
closing and deliver same to the Pinellas County Tax Collector with notification to thereafter exempt the
Property from taxation as provided in Chapter 196, Florida Statutes. If the amount of taxes and
assessments for the current year cannot be ascertained, rates for the previous year shall be used with
due allowance being made for improvements and exemptions. Any deposits held by Seller in trust for
third parties in occupancy of the Property shall be credited to Buyer at time of closing. Assessments for
any improvements that are substantially complete at time of closing shall be paid in full by Seller.
17. OCCUPANCY
Seller warrants that there are no parties in occupancy other than the Seller, or as otherwise disclosed
herein. If Property is intended to be rented or occupied beyond closing, the fact and terms thereof shall
be stated herein, and the tenant(s) or occupants disclosed pursuant to Paragraph 18. Seller agrees to
deliver occupancy of the Property at time of closing unless otherwise stated herein. If occupancy is to
be delivered before closing, Buyer assumes all risk of loss to Property from date of occupancy, shall be
responsible and liable for maintenance from that date, and shall be deemed to have accepted Property
in its existing conditions as of the time of taking occupancy unless otherwise stated herein or in
separate writing. Notwithstanding anything to the contrary contained herein, the Parties acknowledge
that the Florida Department of Transportation currently occupies portions of Parcel “C”.
18. LEASES
Seller warrants that there are no tenants occupying the Property, other than as disclosed in Paragraph
17, and that no leases exist, recorded or unrecorded, authorizing such occupancy and any authorized
tenancy or lease for use of the property created by Seller prior to closing or prior to the expiration
hereof, shall constitute a material breach of this Contract.
[GM15-1311-008/180352/2] Page 5 of 9
19. PROPERTY CONDITION
Seller shall deliver the Property to Buyer at time of closing in its present "as is" condition, ordinary wear
and tear excepted, and shall maintain the landscaping and grounds in a comparable condition. Seller
makes no warranties other than is disclosed herein in Paragraph 24 (“SELLER WARRANTIES”) and
marketability of title. Buyer’s covenant to purchase the Property “as is” is more specifically represented
in the following paragraph.
a. As Is With Right of Inspection: Buyer may, at Buyer expense within 60 days following the
effective date hereof ("Inspection Period"), conduct inspections, tests, environmental and any other
investigations of the Property Buyer deems necessary to determine suitability for Buyer's intended use.
Upon Seller’s execution hereof, Seller shall grant reasonable access to the Property to Buyer, its
agents, contractors and assigns for the purposes of conducting the inspections provided, however, that
all such persons enter the Property and conduct the inspections and investigations at their own risk.
Seller will, upon reasonable notice, provide utilities services as may be required for Buyer's inspections
and investigations. Buyer shall not engage in any activity that could result in a mechanics lien being
filed against the Property without Seller's prior written consent. Buyer may terminate this contract by
written notice to Seller prior to expiration of the Inspection Period if the inspections and/or investigations
reveal conditions which are reasonably unsatisfactory to Buyer. In the alternative, at the Buyer’s sole
discretion, if Seller offers to repair or otherwise remedy such conditions to Buyer satisfaction, Buyer
may accept such offer; or Buyer, at its option, may elect to accept a credit at closing of the total
estimated repair costs as determined by a licensed general contractor of Buyer's selection and
expense. If Buyer terminates this contract, and this transaction does not close, Buyer agrees, at Buyer
expense, to repair all damages to the Property resulting from the inspections and investigations and
return the Property to its present condition.
20. WALK-THROUGH INSPECTION
At a time mutually agreeable between the parties, but not later than the day prior to closing, Buyer may
conduct a final "walk-through" inspection of the Property to determine compliance with any Seller
obligations and to insure that all Property is in and on the premises. No new issues may be raised as a
result of the walk-through.
21. RISK OF LOSS
If the Property is damaged by fire or other casualty before closing and cost of restoration does not
exceed 3% of the assessed valuation of the Property so damaged, cost of restoration shall be an
obligation of the Seller and closing shall proceed pursuant to the terms of this contract. If the cost of
restoration exceeds 3% of the assessed valuation of the improvements so damaged, Buyer shall have
the option of either taking the Property "as is", together with any insurance proceeds payable by virtue
of such loss or damage, or of canceling this contract.
22. PROCEEDS OF SALE; CLOSING PROCEDURE
The deed shall be recorded upon clearance of funds. Proceeds of sale shall be held in escrow by
Seller's attorney or by such other mutually acceptable escrow agent for a period of not longer than 5
days from and after closing, during which time evidence of title shall be continued at Buyer's expense to
show title in Buyer, without any encumbrances or change which would render Seller's title
unmarketable from the date of the last title evidence. If Seller's title is rendered unmarketable through
no fault of the Buyer, Buyer shall, within the 5 day period, notify the Seller in writing of the defect and
[GM15-1311-008/180352/2] Page 6 of 9
Seller shall have 30 days from the date of receipt of such notification to cure the defect. If Seller fails to
timely cure the defect, all funds paid by or on behalf of the Buyer shall, upon written demand made by
Buyer and within 5 days after demand, be returned to Buyer and simultaneously with such repayment,
Buyer shall vacate the Property and reconvey it to Seller by special warranty deed. If Buyer fails to
make timely demand for refund, Buyer shall take title "as is", waiving all rights against Seller as to any
intervening defect except as may be available to Buyer by virtue of warranties contained in the deed.
The escrow and closing procedure required by this provision may be waived if title agent insures
adverse matters pursuant to Section 627.7841, F.S. (2014), as amended.
23. DEFAULT
If this transaction is not closed due to any default or failure on the part of the Seller, other than to make
the title marketable after diligent effort, Buyer may seek specific performance or unilaterally cancel this
agreement upon giving written notice to Seller. If this transaction is not closed due to any default or
failure on the part of the Buyer, Seller may seek specific performance. If a Broker is owed a brokerage
fee regarding this transaction, the defaulting party shall be liable for such fee.
24. SELLER WARRANTIES
Seller has no knowledge of latent defects on the Property or any improvement located on the Property
except as set forth below: (Specify known defects. If none are known, write “NONE”)
___________________
Buyer shall have the number of days granted in Paragraph 19(a) above ("Inspection Period") to
investigate said matters as disclosed by the Seller, and shall notify Seller in writing whether Buyer will
close on this contract notwithstanding said matters, or whether Buyer shall elect to cancel this contract.
If Buyer fails to so notify Seller within said time period, Buyer shall be deemed to have waived any
objection to the disclosed matters and shall have the obligation to close on the contract.
25. RADON GAS NOTIFICATION
In accordance with provisions of Section 404.056(8), Florida Statutes (2014), as amended, Buyer is
hereby informed as follows:
RADON GAS: Radon is a naturally occurring radioactive gas that, when it has
accumulated in a building in sufficient quantities, may present health risks to persons
who are exposed to it over time. Levels of radon that exceed federal and state guidelines
have been found in buildings in Florida. Additional information regarding radon and radon
testing may be obtained from your county public health unit.
26. CONTRACT NOT RECORDABLE; PERSONS BOUND
Neither this contract nor any notice of it shall be recorded in any public records. This contract shall bind
and inure to the benefit of the parties and their successors in interest. Whenever the context permits,
singular shall include plural and one gender shall include all.
27. NOTICE
All notices provided for herein shall be deemed to have been duly given if and when deposited in the
United States Mail, properly stamped and addressed to the respective party to be notified, including the
[GM15-1311-008/180352/2] Page 7 of 9
parties to this contact, the parties attorneys, escrow agent, inspectors, contractors and all others who
will in any way act at the behest of the parties to satisfy all terms and conditions of this contract.
28. ASSIGNABILITY; PERSONS BOUND
This contract is not assignable. The terms "Buyer", "Seller", and "Broker" (if any) may be singular or
plural. This Contract is binding upon Buyer, Seller, and their heirs, personal representatives,
successors and assigns (if assignment is permitted).
29. ATTORNEY FEES; COSTS
In any litigation arising out of this contract, the prevailing party shall be entitled to recover reasonable
attorney's fees and costs.
30. TYPEWRITTEN OR HANDWRITTEN PROVISIONS
Typewritten or handwritten provisions shall control all printed provisions of contract in conflict with them.
31. BROKER REPRESENTATION
Neither Buyer nor Seller has been represented by a Real Estate Broker in this transaction. It either
Party chooses to be represented by a Licensed Real Estate Broker upon Seller’s execution hereof, then
that Party solely shall be responsible for any such Broker fee or expense due to said Broker.
32. EFFECT OF PARTIAL INVALIDITY
The invalidity of any provision of this contract will not and shall not be deemed to affect the validity of
any other provision. In the event that any provision of this contract is held to be invalid, the parties
agree that the remaining provisions shall be deemed to be in full force and effect as if they had been
executed by both parties subsequent to the expungement of the invalid provision.
33. GOVERNING LAW
It is agreed by and between the parties hereto that this contract shall be governed by, construed, and
enforced in accordance with the laws of the State of Florida.
34. COUNTERPARTS; FACSIMILE COPY
This contract may be executed in two or more counterparts, each of which shall be deemed an original
and all of which together shall constitute one instrument. A facsimile copy of this contract, including any
addendum, attachments and any written modifications hereof, and any initials or signature thereon shall
be deemed an original.
35. ENTIRE AGREEMENT
Upon execution by Seller and Buyer, this contract shall constitute the entire agreement between the
parties, shall supersede any and all prior and contemporaneous written and oral promises,
representations or conditions in respect thereto. All prior negotiations, agreements, memoranda and
writings shall be merged herein. Any changes to be made in this agreement shall only be valid when
expressed in writing, acknowledged by the parties and incorporated herein or attached hereto.
[GM15-1311-008/180352/2] Page 8 of 9
Signature Page (1 of 2) to
Contract for Purchase of Real Property by the City of Clearwater, Florida
EXECUTED this _____ day of ________________________, 2016 by Seller
CLEARWATER CHRISTIAN COLLEGE PRIVATE
SCHOOL, INC.
Attest:
______________________________ By: ___________________________
______________________________ ______________________________
Print Name Print Name
______________________________
______________________________
Print Name
EASTERLAND PROPERTIES, LLC
Attest:
______________________________ By: ___________________________
______________________________ ______________________________
Print Name Print Name
______________________________
______________________________
Print Name
[GM15-1311-008/180352/2] Page 9 of 9
Signature Page (2 of 2) to
Contract for Purchase of Real Property by the City of Clearwater, Florida
APPROVED BY BUYER & EFFECTIVE this _____ day of _________________________, 2016.
THE CITY OF CLEARWATER, FLORIDA
By: _____________________________
George N. Cretekos, Mayor
Approved as to form: Attest:
_________________________ ___________________________
Laura Lipowski Mahony Rosemarie Call
Assistant City Attorney City Clerk
DREW ST DREW ST BAYSHORE BLVD BAYSHORE BLVD C O U R T N E Y C A M P B E L L C S W Y
C O U R T N E Y C A M P B E L L C S W Y McMULLEN-BOOTH RD McMULLEN-BOOTH RD DOWNING ST DOWNING ST
GULF-TO-BAY BLVD GULF-TO-BAY BLVD DAMASCUS RD DAMASCUS RD LOCATION MAP
MBK
4/1/2016
Map Gen By:
Date:
Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com
ACQUISITION OF ENVIRONMENTAL LANDSFROM CLEARWATER CHR ISTIAN CO LLEGE
TOTAL ACQUIREDLAND
²
N.T.S.Scale:
Document Path: V:\GIS\Engineering\Location Maps\EnviroLandCCC.mxd
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2318
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Engineering Department
Agenda Number: 7.6
SUBJECT/RECOMMENDATION:
Approve a work order to Engineer- of- Record (EOR) Brown and Caldwell of Tampa, FL in the
amount of $178,849 for engineering services associated with the Marshall Street Water
Reclamation Facility (WRF) Odor Control System and authorize the appropriate officials to
execute same. (consent)
SUMMARY:
This work order provides for an evaluation of the existing odor control units that are not
functional at the Marshall Street WRF and design of proposed improvements.
The goal of this project is to design the rehabilitation of the existing system or to replace
the system all together to reduce hydrogen sulfide at the headworks of the plant providing
for a safe work environment for Operations staff in conformance with OSHA guidelines.
The bid documents for the project are anticipated to be completed 8 months after the
Notice to Proceed.
Brown and Caldwell is an EOR for the City of Clearwater, and this work order was
negotiated in accordance with the Consultants Competitive Negotiations Act.
APPROPRIATION CODE AND AMOUNT:
0315-96615-561300-535-000-0000 $178,849.00
Funding is available in Capital Improvement Program project 0315-96615, Odor Control, to
fund this project.
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2319
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Engineering Department
Agenda Number: 7.7
SUBJECT/RECOMMENDATION:
Approve the First Amendment to the agreement between the City of Clearwater and the
Clearwater Ferry Services, Inc. (FERRY) extending the Time of Performance for the
reimbursement through July 4, 2016 at no additional cost to the City and authorize the
appropriate officials to execute same. (consent)
SUMMARY:
March 3, 2016, Council approved an agreement to reimburse the FERRY at $1.00 per
one-way ticket during the hours of 10 a.m. to 8 p.m. for a period from March 1, 2016 through
April 30, 2016. Due to the success of the program, it is desired to extend the Time of
Performance through July 4, 2016 at no additional cost to the City.
During the period March 1, 2016 through April 3, 2016, the number of 8 am to 10 pm trips on
the FERRY has increased from less than one thousand to more than three thousand per
week. At this rate of usage, the time period of the agreement can be extended through July 4,
2016 without the need to add any additional funds.
Page 1 City of Clearwater Printed on 4/21/2016
FIRST AMENDMENT TO FERRY SERVICES AGREEMENT
THIS FIRST AMENDMENT TO FERRY SERVICES AGREEMENT made and entered
into this day of _ _, 2016, by and between CITY OF
CLEARWATER, FLORIDA, a Florida municipal corporation, hereinafter referred to as “City,”
P.O. Box 4748, Clearwater Florida 33758 and CLEARWATER FERRY SERVICES, INC., a
Florida corporation, hereinafter referred to as “Ferry,” 415 Laughing Gull Lane, Palm Harbor, FL
34683.
W I T N E S S E T H:
WHEREAS, City and Ferry entered into that certain Ferry Services Agreement dated
March 1, 2016, referred to herein as the “Services Agreement”; and,
WHEREAS, City and Ferry desire to extend Services Agreement termination date from
April 30, 2016 to July 4, 2016; and,
NOW, THEREFORE, the Parties in consideration of the undertakings, promises and
agreements herein contained, agree and covenant with each other as follows:
Paragraph 1, of the Services Agreement, as amended, is hereby revised by replacing
the existing paragraph with:
1. SCOPE OF PROJECT.
Ferry agrees to provide ferry service to Downtown Marina, Clearwater Municipal Marina and
East Bay Esplanade seven days a week from 10 am to 8 pm between March 1, 2016 and July
4, 2016.
Paragraph 2, of the Services Agreement, as amended, is hereby revised by replacing the
existing paragraph with:
2. TIME OF PERFORMANCE.
This Contract shall commence on March 1, 2016 and terminate on July 4, 2016.
All terms and conditions of the Services Agreement not expressly amended hereby shall remain
in full force and effect.
IN WITNESSES WHEREOF, the parties hereto have set their hands and seals the day
and year first above written.
THE CITY OF CLEARWATER, FLORIDA
By: _ William B. Horne, II, City Manager
Approved as to form: Attest:
_ _
Pamela K. Akin Rosemarie Call
City Attorney City Clerk
CLEARWATER FERRY
By: _
Patricia Rodriguez, President
Attest:
_
Dennis Rodriguez, Vice President
Clearwater Ferry Usage
Week Ending Total Passengers One Way Tickets 10 am to 8 pm
3/6/2016 1491 907
3/13/2016 2901 1943
3/20/2016 2819 1982
3/27/2016 5372 3496
4/3/2016 -3087
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2324
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Engineering Department
Agenda Number: 7.8
SUBJECT/RECOMMENDATION:
Approve a work order to Engineer of Record (EOR) Tetra Tech, Inc. in the amount of $99,980
for the Reclaimed Booster Pump Station Chlorine Control Improvements Project (16-0001-UT)
and authorize the appropriate officials to execute same. (consent)
SUMMARY:
This work order provides for the evaluation of alternatives, design, permitting, and bidding
of improvements at the Skycrest, Union and Drew Street Reclaimed Water Pump
Stations.
The design phase is anticipated to be completed by December 2016, followed up by the
construction phase currently anticipated to begin in April 2017.
Tetra Tech, Inc. is one of the City’s Engineers-of-record, and this work order was
negotiated in accordance with the Consultants Competitive Negotiations Act.
APPROPRIATION CODE AND AMOUNT:
0327-96654-561300-535-000-0000 $99,980
Funding is available in Utility Renewal and Replacement Program project 0327-96654,
Facilities Upgrade and Improvements to fund this project.
Page 1 City of Clearwater Printed on 4/21/2016
1 of 14 WO Initiation Form.docx 8/1/2014
Tetra Tech, Inc.
WORK ORDER INITIATION FORM
for the CITY OF CLEARWATER
Date: March 23, 2016
Project Number:
City Project Number: 16-0001-UT
Plan Set Number:
1. PROJECT TITLE:
Reclaimed Water Booster Pump Station Chlorine Feed System Improvements Design, Permitting
and Bidding
2. SCOPE OF SERVICES:
The City of Clearwater has identified the need for modifications to the existing chlorine injection
and chlorine residual monitoring facilities to improve the automated operational reliability at the
Skycrest, Union and Drew Street Reclaimed Water Pump Stations and has requested Tetra Tech,
Inc. (Tetra Tech) to provide a scope of services for the evaluation of alternatives, design,
permitting, and bidding of improvements at these facilities. The goal of these improvements is to
allow the City to institute automated operation of supplemental chlorine feed systems at each of
these facilities.
Specific details regarding the proposed facility improvements are presented below:
A. Skycrest Reclaimed Booster Pump Station: The Skycrest facility serves as a storage and
re‐pumping station for reclaimed water, and includes a 5.0 million gallon (MG) reclaimed
water storage tank. Hydraulic control valves control filling of the storage tank during
daytime hours, and the station pumps reclaimed water from the storage tank into the
distribution system during the night. The chlorine dosing system is currently designed for
use when the system is pumping water, however the City would like to include
consideration of dosing chlorine during tank filling operations as a possible alternative.
B. The Drew Street (Del Oro Park) and Union Street booster stations are both in‐line booster
pump stations that increase pressure in the downstream reclaimed water distribution
system based on control set points and remote operation. The condition of the existing
sodium hypochlorite storage tanks, feed pumps and piping will be reviewed and
2 of 14 WO Initiation Form.docx 8/1/2014
equipment will be replaced if necessary.
C. Controls will be provided through the existing programmable logic controller (PLC) and
SCADA HMI interface at each pump station.
D. The supply of electrical power will be through the existing MCC, starters, and power
distribution panels.
The following tasks will be completed as part of the preliminary and final designs of the
aforementioned facility improvements:
Prepare Technical Memoranda outlining alternatives for each of the pump stations
and conduct one (1) workshop to provide ranking of alternatives. This task will also
include field testing of the existing systems at two (2) booster pump stations to
help determine existing system operation.
Develop the contract documents (bidding and contract documents, engineering
drawings and technical specifications) for the procurement and construction of the
improvements.
In order to provide logical, orderly completion of this assignment, the project is presented in
phases. Tasks to be completed in each phase are described herein.
I. TECHNICAL MEMORANDA
Task 001 ‐ Data Request, Kickoff Meeting, Site Visits and Sampling
The purpose of the technical memoranda phase is to gather information, develop, evaluate,
and present the basis of design for the proposed improvements. Tasks to be completed in this
phase are described below.
A. Prepare a list of requested documents for the City to provide for Tetra Tech’s use in
evaluation and design of the proposed improvements. It is anticipated that at a minimum
the following information will be provided by the City:
1. Record Drawings and specifications from construction of the pump stations.
2. Specifications, shop drawings and O&M manuals, factory test performance
curves, and model and serial numbers for all equipment scheduled for
replacement under the proposed improvements.
3. Water quality and other available operational data from water reclamation
facilities including TDS, pH, hardness, alkalinity, TOC.
4. All available CAD files for the above record drawings.
3 of 14 WO Initiation Form.docx 8/1/2014
B. Facilitate a project kick‐off meeting and Site Visit with the City and Tetra Tech’s staff.
Tetra Tech will prepare and distribute meeting minutes to all attendees.
C. Facilitate collection and analysis of reclaimed water samples during site visits. One (1)
reclaimed water sample will be collected at each in‐line booster pump station and two (2)
reclaimed water samples will be collected at the storage and pumping station. Samples
will be used for measurement of chlorine residual and demand. The purpose of this
sampling is to capture a representative/typical reclaimed water sample at each pump
station. If operational conditions are not representative of typical water quality at the
time of the initial site visits, then additional sampling may be need to be performed by
the City and tested at the City’s expense.
Task 002 – Field Testing of Existing System (Two Sites)
Construction of the Drew and Union Street reclaimed water booster pump stations was
completed in 2007 and the Skycrest reclaimed water booster pump station was completed in
2010. The three projects were designed with similar layouts and features. Based on
operational observations made by the City’s utilities staff, the existing chemical injection and
monitoring locations for supplemental dosing of sodium hypochlorite at these facilities have
led to inconsistencies in the reclaimed water free chlorine residual when operated in
automated control mode. The existing system utilizes chemical injectors but without the aid
of static mixers or other means to provide mixing of the injected chemical with the reclaimed
water. Additionally, the chemical injection is located upstream of propeller style flow meters,
and there is insufficient space available to install static mixers without impacting the straight
piping requirements of the flow meters. Also, the length of piping between the sodium
hypochlorite injection point and the location where the reclaimed water is sampled for
chlorine residual is relatively short and may not be sufficient to allow for complete mixing and
reaction to occur within the piping prior to diversion of the sample stream. Furthermore, the
location of the chlorine residual analyzer with respect to the sample point may contributing
to a lag in the control response time from when dosing adjustments are made and when the
responses are measured by the control system. The combination of these factors is believed
to be contributing factors to the control system’s difficulty in achieving stable feedback
control of the chlorine residual.
The suspected challenges noted above will be evaluated for each of the reclaimed water
booster pump stations and summarized in a technical memorandum for each facility.
Additional site specific details are provided in the technical memorandum sections below.
Prior to the submittal of draft technical memoranda, Tetra Tech will develop a field testing
plan and submit it to the City for review and comment. The field testing plan will outline a
methodology for a field test that will consist of operating the existing system under controlled
conditions and without improvements in order to collect data for operating characteristics
such as the chemical mixing effectiveness and the sample measurement delay time. It is
4 of 14 WO Initiation Form.docx 8/1/2014
anticipated that the field testing for a pumping station will occur within a single day and
will include operation of the system at various chemical doses and reclaimed water flow
rates. Tetra Tech will coordinate with City utilities staff and provide on‐site engineering
staff for two (2) days to conduct field testing at two (2) booster pumping stations that are
operationally available to facilitate the various tests to be conducted. The City shall
confirm that existing system components are operational prior to commencing the field
testing, and shall provide temporary equipment as needed (chemical metering pump and/or
chemical tote and Tetra Tech to provide suggested temporary equipment specifications) to
facilitate chemical dosing if the installed equipment is not functional. Depending on the
results of field testing, it may be recommended to conduct similar testing at the remaining
one (1) booster pumping station. If such testing is requested by the City, Tetra Tech will
prepare a supplemental work order for additional field testing services.
Task 003 – Skycrest Reclaimed Water Booster Pump Station Tech Memo
Due to limited available space at the Skycrest Booster Pump Station site and the need for this
facility to remain on‐line during periods of peak seasonal demand, the ability to address these
operational issues through modifications to the existing discharge piping are expected to be
limited, and therefore, other alternatives may be necessary.
The City would like to evaluate alternatives to modify mechanical piping and chemical
mixing, and/or methods of monitoring to allow for reliable automated control. Tetra Tech will
provide preliminary concepts for four (4) alternatives;
1. Alternative that entails discharge piping modifications to provide sufficient chemical
mixing and hydraulic detention times within the pump discharge piping header prior
leaving the pump station site,
2. Alternative that will utilize either side stream pre‐dilution mixing or other advanced
chemical mixing technologies to allow a more complete reaction with reclaimed water
prior to sampling in order to minimize impacts to existing piping,
3. Alternative for injection of sodium hypochlorite with reclaimed water on the suction
header of the booster pumps, which may require refitting of seals and impeller materials
on the existing pumping equipment, and
4. Alternative for injection of sodium hypochlorite on the influent line to the storage tank.
For this final alternative, an evaluation of DBP formation potential will be conducted on
reclaimed water that is sampled from the system.
Depending on which alternative is selected for implementation, Tetra Tech will also evaluate
the potential benefits of relocating the Chlorine residual analyzer to reduce lag time in the
sample measurement.
Tetra Tech will prepare a draft technical memorandum to summarize the preliminary
concepts and rough‐order‐of‐magnitude budgetary costs of alternatives for addressing the
existing control deficiencies, and submit the memorandum to the City for review and
comments. Following the City’s initial review, Tetra Tech will present the concepts to City
5 of 14 WO Initiation Form.docx 8/1/2014
staff in an alternatives workshop (one meeting for all three pump stations) to
capture the operational advantages and disadvantages of each, and determine criteria
rankings for selection of a preferred alternative. The results of the workshop ranking will be
included in a finalized technical memorandum that will serve as a basis of design. The
memorandum will include a summary of the work including a list of existing chemical feed
pumps and/or storage tanks that are in need of replacement, any restrictions on allowable
impacts to the pump station operations that must be followed by the Contractor during
construction. The memoranda will also include the City’s equipment preferences to be used
as a basis of design.
Task 004 – Drew Street (Del Oro Park) Reclaimed Water Booster Pump Station Tech Memo
Operated as an in‐line booster pumping station, the existing Drew Street Booster Pump
Station site layout does provide some space that may allow for the installation of additional
piping or relocation of existing piping to address potential shortfalls in chemical mixing and/or
detention times.
Tetra Tech will provide preliminary concepts for three (3) alternatives;
1. Alternative that entails discharge piping modifications to provide sufficient chemical
mixing and hydraulic detention times within the pump discharge piping header prior
leaving the pump station site,
2. Alternative that will utilize either side stream pre‐dilution mixing or other advanced
chemical mixing technologies to allow a more complete reaction with reclaimed water
prior to sampling in order to minimize impacts to existing piping, and
3. Alternative for injection of sodium hypochlorite with reclaimed water on the suction
header of the booster pumps, which may require refitting of seals and impeller materials
on the existing pumping equipment.
Depending on which alternative is selected for implementation, Tetra Tech will also evaluate
the potential benefits of relocating the Chlorine residual analyzer to reduce lag time in the
sample measurement.
Tetra Tech will prepare a draft technical memorandum to summarize the preliminary
concepts and rough‐order‐of‐magnitude budgetary costs of alternatives for addressing the
existing control deficiencies, and submit the memorandum to the City for review and
comments. Following the City’s initial review, Tetra Tech will present the concepts to City
staff in an alternatives workshop (one meeting for all three pump stations) to
capture the operational advantages and disadvantages of each, and determine criteria
rankings for selection of a preferred alternative. The results of the workshop ranking will be
included in a finalized technical memorandum that will serve as a basis of design. The
memorandum will include a summary of the work including a list of existing chemical feed
pumps and/or storage tanks that are in need of replacement, any restrictions on allowable
impacts to the pump station operations that must be followed by the Contractor during
construction. The memoranda will also include the City’s equipment preferences to be used
as a basis of design.
6 of 14 WO Initiation Form.docx 8/1/2014
Task 005 – Union Street Reclaimed Water Booster Pump Station Tech Memo
Operated as an in‐line booster pumping station, the existing Union Street Booster Pump
Station site layout does provide some space that may allow for the installation of additional
piping or relocation of existing piping to address potential shortfalls in chemical mixing and/or
detention times. Suction piping is configured differently than other pumping stations, with
the suction header piping entering the building from the same side that the discharge piping
leaves the building. Once in the piping trench, the suction piping splits at a TEE fitting located
between two of the pumps.
Tetra Tech will provide preliminary concepts for three (3) alternatives;
1. Alternative that entails discharge piping modifications to provide sufficient chemical
mixing and hydraulic detention times within the pump discharge piping header prior
leaving the pump station site,
2. Alternative that will utilize either side stream pre‐dilution mixing or other advanced
chemical mixing technologies to allow a more complete reaction with reclaimed water
prior to sampling in order to minimize impacts to existing piping, and
3. Alternative for injection of sodium hypochlorite with reclaimed water on the suction
header of the booster pumps, which may require refitting of seals and impeller materials
on the existing pumping equipment.
Depending on which alternative is selected for implementation, Tetra Tech will also evaluate
the potential benefits of relocating the Chlorine residual analyzer to reduce lag time in the
sample measurement.
Tetra Tech will prepare a draft technical memorandum to summarize the preliminary
concepts and rough‐order‐of‐magnitude budgetary costs of alternatives for addressing the
existing control deficiencies, and submit the memorandum to the City for review and
comments. Following the City’s initial review, Tetra Tech will present the concepts to City
staff in an alternatives workshop (one meeting for all three pump stations) to
capture the operational advantages and disadvantages of each, and determine criteria
rankings for selection of a preferred alternative. The results of the workshop ranking will be
included in a finalized technical memorandum that will serve as a basis of design. The
memorandum will include a summary of the work including a list of existing chemical feed
pumps and/or storage tanks that are in need of replacement, any restrictions on allowable
impacts to the pump station operations that must be followed by the Contractor during
construction. The memoranda will also include the City’s equipment preferences to be used
as a basis of design.
Deliverables – One (1) electronic pdf file copy will be provided of the following documents:
Draft and Final Technical Memoranda for each pump station
7 of 14 WO Initiation Form.docx 8/1/2014
II. FINAL DESIGN PHASE
Task 001 – Final Design
Upon acceptance of the technical memoranda and selection of a preferred alternative by the City,
Tetra Tech will initiate final design of improvements for the each of the pump stations. The final
design will result in preparation of the bidding and contract documents, engineering drawings and
technical specifications, which will be submitted to the City for review at 75‐ and 100‐percent
completion levels. Design will be based on the City’s existing record documents. The proposed
improvements for all three (3) pump stations will be combined into one (1) set of contract
documents. The 75‐percent submittal shall include engineering drawings (all disciplines) plan
views, sections, and details; bidding, contractual, and technical specifications; and opinion of
probable construction costs. The 100‐percent submittal shall include updated engineering
drawings; updated bidding, contract and technical specifications and updated opinion of probable
construction costs incorporating the City’s comments. The project drawings will be prepared
utilizing Autodesk AutoCAD and/or Revit 2013 to allow for the production of two dimensional
drawings and bidding/specifications using MS WORD.
To ensure proper design of the facilities, Tetra Tech will obtain approval from the City for any
substantial changes in the technical memoranda prior to incorporation in the final design. Tasks
to be completed during this phase are summarized below:
1. Prepare construction drawings necessary to depict the improvements identified in the
technical memoranda. In addition to new facilities that are required for improvements, it is
also anticipated that some of the existing chemical metering pumps and storage tanks will be
scheduled for replacement due to age or non‐use. Such components will be included in the
proposed work as replacement with like kind, however it is assumed that replacement will
not require redesign of chemical piping systems or structural grating that are associated
with the existing chemical feed facilities. The construction drawings shall be compiled using
the City’s Deliverables Standards, as referenced in Attachment “A”. A preliminary list of
drawings used as the basis of pricing is presented below. For the purposes of providing a
scope of services through the bidding phase of the project, Tetra Tech has assumed that a
majority of the design work will be related to process piping modifications with minor
structural and electrical design work that will result from implementation of the selected
alternatives. Should the alternatives selected by the City result in the need for additional
design effort, Tetra Tech will prepare and submit a separate work order to the City for
additional design services.
General
Cover Sheet
Index of Drawings, Location Maps and General Notes
8 of 14 WO Initiation Form.docx 8/1/2014
Legend and Abbreviations
Process Flow Schematics
Structural
Structural Details
Process
Existing Site Plan – Demolition Plan (3 sheets, 1 per pump station)
Proposed Yard Piping Plan (3 sheets, 1 per pump station)
Process Flow Diagrams
Piping Plans and Sections (3 sheets, 1 per pump station)
Mechanical Details
Electrical
Electrical Symbols and Abbreviations
Electrical and Control Plan, Schedules (3 sheets, 1 per pump station)
2. Prepare a comprehensive project manual that contains the City’s bidding and contract
documents (Division 0 and 1) and technical specifications (Divisions 2 through 16) for
competitive bidding. The project manual and its contents will be formatted in accordance
with the Construction Specification Institute (CSI) and prepared using MS WORD.
3. Prepare and submit an opinion of probable construction costs with the 75‐ and 100‐
percent submittals based on vendor quotations and previous bid tabulations.
4. Prepare for and attend up to 2 project coordination meetings with the City during final
design. Prepare and distribute meeting minutes to all attendees.
5. A review meeting will be held with the City following each submission. Tetra Tech will
prepare comment tracking sheets at each completion level, document meeting minutes,
and distribute such minutes to all attendees over the project duration.
Deliverables – Three (3) 24x36 copies, two (2) 11x17 copies, and one (1) PDF electronic
copy will be provided for each submittal described below:
75‐ and 100‐percent submittals of the bidding and contract documents, engineering
drawings and technical specifications.
Project coordination meetings minutes (pdf copies only, distributed by e‐mail).
75‐ and 100‐percent submittal review meeting minutes and comment/response
tracking spreadsheet.
Opinion of probable construction costs at the 75‐ and 100‐percent completion levels.
III. PERMITTING
As noted under the final design task, the specific changes to existing facilities will not be
known until completion of the ranking of alternatives that will follow the draft technical
memoranda submittals, and the extent of permitting effort required for FDEP or SWFWMD
9 of 14 WO Initiation Form.docx 8/1/2014
permits is unknown. Therefore, Tetra Tech’s scope for permitting is limited to the preparing
and preparation of a FDEP notification letter for permitting determination and the submittal
of permit applications and supporting documentation to the City’s Planning Department to
obtain permits for construction of the proposed improvements. Tetra Tech will also respond
to requests for additional information (RAIs) from the City to clarify the original applications.
All permit application fees will be paid by the City. Anticipated permit related activities for
this project and associated work are as follows:
1. City of Clearwater Building Permit Application – Prepare materials for City Engineering
staff to use in coordinating with the City’s Planning and Development Department.
2. FDEP Permitting – Depending on the nature of the improvements, modifications to
reclaimed water and wastewater facilities that are regulated under FAC 62‐610 and 62‐
620 may require permitting through the Florida Department of Environmental Protection
(FDEP). Once a determination of specific improvements has been confirmed by the City,
Tetra Tech will summarize the proposed improvements and prepare a notification letter
to FDEP to request a determination if the activities will require a permit application. If
FDEP determines that formal permitting is required, Tetra Tech will prepare and submit a
separate work order to the City for FDEP permitting services. Any permit application fees
for FDEP permitting shall be paid by the City.
3. SWFWMD Permitting – The need for permitting through SWFWMD is unknown at this
time. If formal permitting is required due to the alternative selected for implementation,
Tetra Tech will prepare and submit a separate work order to the City for SWFWMD
permitting services. Any permit application fees for SWFWMD permitting shall be paid
by the City.
Deliverables – Five copies (5) and one (1) electronic pdf file copy of each station (3 submittals total)
to be provided of the following documents:
Draft and Final City Planning and Development Permit Applications
Meeting minutes of pre‐application and coordination meetings
IV. BIDDING ASSISTANCE
Bidding services are based upon the generation of one (1) set of construction documents for
the improvements at all three (3) pump stations to be bid as a single contract. Upon
authorization to proceed with the bidding phase of the project, Tetra Tech will complete the
following tasks:
10 of 14 WO Initiation Form.docx 8/1/2014
1. Provide one (1) signed and sealed copy of the Contract Documents (engineering drawings
and specifications) in PDF format for distribution to potential bidders by the City's
Purchasing Department.
2. Attend the pre‐bid meeting with the City.
3. Respond to questions as required to interpret, clarify or expand the bidding documents.
The City Purchasing Department will prepare and distribute all addenda.
4. Review and evaluate the apparent low bidder’s qualifications for undertaking the work
and make recommendations of contract award.
5. Prepare and provide three (3) conformed sets of the Contract Documents
(engineering drawings in AutoCAD and PDF format and specifications in MS Word and PDF
format) to the City.
3. PROJECT GOALS:
The following work products will be delivered to the City as part of this project:
Draft and Final Technical Memoranda
75%, and 100% Design Plans and Specifications
Draft and Final Permit Applications
One (1) conformed set of the Contract Documents
Five (5) hard copies and electronic pdf file copies of these documents will be provided to the City.
In addition, three (3) copies for each pump station at 75% design will be provided for the City’s
Planning and Development Department review. The project drawings will be produced utilizing
AutoCAD and/or Revit 2013. At the completion of the project, the record drawings will be
submitted in AutoCAD Release 2011 format.
4. BUDGET:
This price includes all labor and expenses anticipated to be incurred by Tetra Tech, Inc. for the
completion of these tasks in accordance with Professional Services Method “A” – Cost Times
Multiplier Basis , for a fee not to exceed ninety nine thousand, nine hundred eighty dollars
($99,980.00).
The City will be responsible for paying permit application fees.
5. SCHEDULE:
The project design and permitting is to be completed 10 months from issuance of notice‐to‐
proceed. The project deliverables are to be phased as follows:
Prepare Technical Memoranda 90 calendar days
75% construction documents 150 calendar days
Final (100%) construction documents 210 calendar days
11 of 14 WO Initiation Form.docx 8/1/2014
6. STAFF ASSIGNMENT (Consultant):
Many team members will be involved in this project. Tetra Tech’s primary staff assignments for
this project are as follows:
Project Manager ‐ Emilie Moore
Engineer of Record ‐ Scott Smith: Process, David Burger: Electrical and I&C
Quality Assurance/ Quality Control (QA/QC) – James Christopher, Jon Fox
Project Engineers – Dave MacNevin, Jennifer Roque, Jason Seignoret, Justin Coward
The City’s primary staff assignments for this project are as follows:
Project Manager – Khang Nguyen, P.E.
Project Team – David Porter, Kathryn McGrath, Kervin St. Aimie, Robert Fahey, Jack
Sadowski, Richard Gardner
7. CORRESPONDENCE/REPORTING PROCEDURES:
Engineer’s/Architect’s project correspondence shall be directed to Emilie Moore, PE, ENV SP. City
project correspondence shall be directed to Khang Nguyen, PE with copies to others as
appropriate.
8. INVOICING/FUNDING PROCEDURES:
Invoices for work performed shall be submitted monthly to the City of Clearwater, Engineering
Department, Attn.: Veronica Josef, Senior Staff Assistant, PO Box 4748, Clearwater, Florida 33758‐
4748.
City Invoicing Code: 327-96654-561300-535-000-0000
9. INVOICING PROCEDURES
At a minimum, in addition to the invoice amount(s) the following information shall be provided
on all invoices submitted on the Work Order:
A. Purchase Order Number and Contract Amount.
B. The time period (begin and end date) covered by the invoice.
C. A short narrative summary of activities completed in the time period.
D. Contract billing method – Lump Sum or Cost Times Multiplier.
E. If Lump Sum, the percent completion, amount due, previous amount earned and total earned
to date for all tasks (direct costs, if any, shall be included in lump sum amount).
F. If Cost Times Multiplier, hours, hourly rates, names of individuals being billed, amount due,
previous amount earned, total earned to date for each task and other direct costs (receipts
will be required for any single item with a cost of $50 or greater or cumulative monthly
expenses greater than $100).
G. If the Work Order is funded by multiple funding codes, an itemization of tasks and invoice
amounts by funding code.
12 of 14 WO Initiation Form.docx 8/1/2014
10. SPECIAL CONSIDERATIONS:
The consultant named above is required to comply with Section 119.0701, Florida Statutes (2013)
where applicable.
The City is responsible for paying all application fees for permits, registrations, and certifications.
PREPARED BY: APPROVED BY:
Vice President
Tetra Tech, Inc.
3-23-16
Michael D. Quillen, PE
City Engineer
City of Clearwater
Date Date
13 of 14 WO Initiation Form.docx 8/1/2014
Attachment “A”
WORK ORDER INITIATION FORM
CITY OF CLEARWATER DELIVERABLES STANDARDS
FORMAT:
The design plans shall be compiled utilizing one of the following standards:
City of Clearwater CAD standards or Consultant’s CAD standards (please provide all supporting
documents when utilizing Consultant’s Standards).
DATUM:
Horizontal and Vertical datum shall be referenced to North American Vertical Datum of 1988 (vertical)
and North American Datum of 1983/90 (horizontal). The unit of measurement shall be the United States
Foot. Any deviation from this datum will not be accepted unless reviewed by City of Clearwater
Engineering/Geographic Technology Division.
DELIVERABLES:
A minimum of two (2) signed and sealed Plans and Contract Documents (specifications book) labeled
“ISSUED FOR BID” shall be provided at the onset of the bid phase, as well as electronic copies. Electronic
plan copies in PDF and CAD and electronic contract documents in PDF and MS Word.
The design plans shall be produced on bond material, 24" x 36" at a scale of 1" = 20’ unless approved
otherwise. The consultant shall also deliver all digital files in CAD drawing format and PDF format together
with all project data in AutoCAD Civil 3D file format. All references, such as other drawings attached,
images and graphic files, custom fonts and shapes shall be included in hard copy and electronic copy.
Prior to the City Council award date, a minimum of two (2) copies of signed and sealed plans and contract
documents (specifications book) labeled “CONFORMED” shall be provided. All revisions made during the
bid phase shall be included in the plan sets and noted in the revision block or as a footnote. Copies of each
Addendum shall be included at the front of the contract and all revisions made during the bid phase shall
be incorporated into the Contract Documents.
Electronic copies of “CONFORMED” plans (PDF and CAD) and contract documents (PDF and MS Word)
shall be provided prior to the City Council award date.
NOTES:
If approved deviation from using Clearwater CAD standards, the consultant shall include all
necessary information to aid in manipulating and printing/plotting the drawings. Please address
any questions regarding file format to Mr. Tom Mahony, Geographic Technology Manager, at
(727) 562‐4762 or email address: tom.mahony@myclearwater.com.
14 of 14 WO Initiation Form.docx 8/1/2014
RECLAIMED WATER BOOSTER PUMP STATION CHLORINE FEED SYSTEM
IMPROVEMENTS
Design, Permitting and Bidding
Tetra Tech, Inc.
WORK ORDER INITIATION FORM
PROJECT BUDGET
Task Description Consultant
Services
Total
1.0 Technical Memoranda
1.1 Data Request, Kickoff Meeting, Site Visit $7,441
1.2 Field Testing of Existing System $13,587
1.3 Skycrest Reclaimed Storage and Pumping $8,985
1.4 Drew Street Reclaimed Booster $8,218
1.5 Union Street Reclaimed Booster $8,218
$46,449
2.0 Final Design
2.1 Project Management & Progress Meetings $3,717
2.2 QA/QC, Design Coordination, Cost Estimating $4,815
2.3 75% Design $21,603
2.4 100% Design $12,802
$42,937
3.0 Permitting
3.1 Meetings, Permits/Notifications Preparation $3,927
$3,927
4.0 Bidding Assistance
4.1 Prepare Bid Documents $724
4.2 Pre‐Bid Meeting, Respond to Bidding Questions $2,858
4.3 Bid Evaluation, Recommendation $694
4.4 Prepare Conformed Documents $2,391
$6,667
Total $99,980
ABBEY LAKE RDOak RidgeHOMESTEAD OAKS
RDOAK FOREST DR N
PRESTIGE
LnWoodsDr OAK FORESTDR EPOINT RDGlesherELYSIUMDIVINO DRBLVDCR-611CR-611CTHOMESTEAD
WAY
CIELO CIR S
MEADOWUNION ST BROOKCastle
Woods
MAIN STC.R. 576
DRScarlet OaksMajestic OaksLOCATION MAP
²Prepared by:Engineering Departm entGeographic Technology Division100 S. Myrtle Ave, Clearwater , FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com
PROJECTSITE
^
JA KN N.T.S.n/a n/a4/5/2016Map Gen By:Reviewed By:S-T-R :Grid #:Date:Scale:
Reclaim ed Water B ooste r Pum p Station -Chlorine Feed System
Document Path: V:\GIS\Engineering\Location Maps\RCWBooster.mxd
SAN
SAN
LNBAYCALAISSANMADERATHOMAS RD
WOLF E RD
SANGRAND VIEW
MERRILL
HOYT AVEMOSSAVE
AVE
F e a t h e r w o o d
BAY
"K" STLN
CH AMBLEE
BORDEAUX LN
LN
AVECleveland St CR-611AVEL A K E
Terrace View Ln
DR
OAK
AVEVISTA
GLEN
AVEKOVECIRKAPOKKAPOKKAPOK Crescent LnDR
Abbey Ct
ALAMEDAMONTEREYMATEO
BERNADINO
MacDonald
LN
C ooper'sA V E
PEDRO
JOSEAVE S A NAbbey
DREW ST
LOCATION MAP
²Prepared by:Engineering Departm entGeographic Technology Division100 S. Myrtle Ave, Clearwater , FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com
PROJECTSITE
^
JA KN N.T.S.n/a n/a4/5/2016Map Gen By:Reviewed By:S-T-R :Grid #:Date:Scale:
Reclaim ed Water B ooste r Pum p Station -Chlorine Feed System
Document Path: V:\GIS\Engineering\Location Maps\RCWBooster.mxd
SR-590
CASLER CT
AVEBAKERRICHARDSHOBART AVEGILBERT
DR
KENNETH
CASLERAIRPORT
Feathtree
Cir TREEDRerMcKIN LEY
AVEHARDINGDUNCAN AVEJUPITER AVEFEATHER MACRAE AVEDRNELSON
WEBBDRAVERIDGELYNNWEBB
LONG ARDENAVESTMURRAY
KEENE RDST AMBLESATURNLNBRANDONARCTURUSCR-1RidgewoodSt
HAR DING ST
LOCATION MAP
²Prepared by:Engineering Departm entGeographic Technology Division100 S. Myrtle Ave, Clearwater , FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com
PROJECTSITE
^
JA KN N.T.S.n/a n/a4/5/2016Map Gen By:Reviewed By:S-T-R :Grid #:Date:Scale:
Reclaim ed Water B ooste r Pum p Station -Chlorine Feed System
Document Path: V:\GIS\Engineering\Location Maps\RCWBooster.mxd
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2370
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: ReportIn Control: Planning & Development
Agenda Number: 7.9
SUBJECT/RECOMMENDATION:
Award a contract for professional services pursuant to Request for Proposals (RFP) 04-16 to
HR and A Advisors, Inc. for the Imagine Clearwater: Downtown Waterfront Master Plan
Project as described in the Scope of Services for a lump sum fee of $378,000, and authorize
the appropriate officials to execute same. (consent)
SUMMARY:
The creation of a master plan for the bluff /waterfront area was identified as a priority project
by the Urban Land Institute (ULI) Advisory Services Panel during their study of Downtown
Clearwater in June, 2014. RFP 4-16 was prepared to solicit consulting services to develop
such plan with the primary objectives of better connecting the bluff and the waterfront with the
remainder of downtown, creating a strategy for economic development, activating the
waterfront, defining a parking strategy and creating opportunities for waterfront events to
benefit downtown businesses. The RFP also called for the inclusion of a robust public
engagement process and an implementation strategy to transform the area into a signature
waterfront area connected to the commercial area.
On November 18, 2016, notice of RFP 04-16 was posted on the City ’s website, as well as the
websites of the American Planning Association and the Congress for New Urbanism. A total
of eight firms submitted proposals by the January 8, 2016 deadline including: Design
Collective; Dover, Kohl, & Partners; GAI Consultants, Inc .; HR & A Advisors, Inc.; Stantec’s
Urban Places Group; TBG Partners; Urban Design Associates and Zyscovich Architects.
On January 22, 2016, the City’s Evaluation Committee comprised of representatives of the
Planning and Development, Economic Development and Housing, Engineering, Parks and
Recreation and Marine and Aviation Departments short -listed six of those firms: Design
Collective; GAI Consultants; HR & A Advisors, Inc .; Stantec’s Urban places Group; Urban
Design Associates; and Zyscovich Architects. Interviews were conducted on February 25 and
26, 2016 and on March 3, 2016 HR & A Advisor’s, Inc. was selected as the top-ranked firm.
The proposed scope of services calls for the following major tasks in the development of the
waterfront master plan:
·review and analysis of existing conditions (demographic, economic, real estate market,
and physical conditions including circulation and parking, parks and open space, public
realm and opportunities assessment of major parcels and sites within the study area);
·development of framework plan that addresses circulation, open space and catalyst
projects;
·development of infrastructure cost estimates for public investments;
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2370
·development of action plan /implementation strategy (considers factors such as market
potential, property ownership, policy, etc.); and
·preparation of draft and final master plan
Each task builds upon the previous one and includes development of ideas and refinements
after public input is received. Two opportunities for City Council review and input will also
occur once the draft framework plan is prepared and then again after the draft master plan is
prepared. Public engagement with the citizens of Clearwater will occur at seven meetings at
three points during the master planning process. A stakeholder coalition made up of a diverse
group of community constituents will also be formed to participate in the process. Additionally,
social media and a project website will be used to provide information to the community, as
well as provide a mechanism for input. The Planning and Development Department will also
conduct outreach activities to community, business and neighborhood groups.
The Planning and Development Department recommends that City Council award the contract
to HR & A Advisors, Inc.
APPROPRIATION CODE AND AMOUNT:
Funding for this contract is available in the CRA Project Fund 388-94885, ULI Implementation,
to be authorized by the CRA at their April 18, 2016 meeting.
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 1
SCOPE OF SERVICES
CLEARWATER BLUFF/WATERFRONT MASTER PLAN
The HR&A Team proposes a scope of services that will meet the City of Clearwater’s need for a Master Plan
that will integrate the Bluff, Waterfront, and Downtown. The overarching goal of this plan will be to catalyze
new development, invigorate the local economy, manage stakeholder partnerships, and create a vibrant
waterfront.
Public engagement will be an ongoing effort throughout the plan’s duration. Our public engagement goals
for the Clearwater Bluff/Waterfront Master Plan are twofold. Successful public outreach will engage a
wide range of Clearwater’s residents to ensure that the plan’s design is grounded in the public’s aspirations
and sensitive to the public’s concerns, while also building the consensus and partnerships required to ensure
a successful implementation plan.
1) Project Kick-Off
Phase 1 provides an opportunity for the HR&A Team to review background information and engage with
the City to establish priorities for the plan. Phase 1 will take place over the first several weeks of the project,
with Task 1.3 occurring concurrently with initial Phase 2 activities.
Task 1.1: Review of Existing Plans and Data
The HR&A Team will review all existing plans related to the study area. Plans will include the Urban Land
Institute’s assessment, the Clearwater Downtown Redevelopment Plan, the Comprehensive Boating Plan, and
the City’s stormwater manual, among others. Furthermore, we will review any market studies and related
data sources provided by the City. This task will help set the stage for Phase 2, the Existing Conditions
Analysis.
Task 1.2: Initial Project Conference Call
HR&A will participate in a conference call with the City’s project lead. The purpose of this call will be to plan
the Team’s first trip to Clearwater.
Task 1.3: Project Kick-Off in Clearwater
To formally initiate the project, the HR&A Team will make a two-day trip to Clearwater (Trip #1) in order
to:
Hold a kick-off meeting with City officials to discuss the project’s schedule and work plan, in addition
to planning for the public engagement strategy that B2 Communications will assist with, including:
o Planning for public engagement activities;
o Project website content, launch, and maintenance; and
o Social media strategy and email list;
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 2
Hold a kickoff meeting with initial Stakeholder Coalition, described in Task 2.1a; and
Conduct a tour of the study area.
2) Public Engagement and Stakeholder Coalition Launch
The activities described in Phase 2, which include the creation of and engagement with a Stakeholder
Coalition, will overlap with specific activities throughout the entirety of the project scope of work. Please
reference the project schedule for an illustration of the relationship of the proposed activities.
Task 2.1: Form a Stakeholder Coalition
We will help to lay the groundwork for a robust coalition of stakeholder organizations that can articulate
the views of the City’s diverse constituents and play a supporting role in the Team and City’s robust outreach
process. Our work will include the following subtasks:
Subtask 2.1a. Initiate Stakeholder Coalition. During Trip #1, following our kick-off meeting with the
City, we will meet with the group of Clearwater stakeholders already identified by the City in order
to discuss a strategy to create a broader coalition of stakeholders. We will prepare a summary of
our findings and recommendations to share with the City and stakeholders, as referenced in the
deliverable description below.
DELIVERABLE: FEEDBACK FROM PROJECT KICK-OFF
After Phase II, HR&A will draft a memo to report back to the City staff and the Stakeholder Coalition
on feedback gathered during project kick-off and key considerations to guide the planning process,
including recommendations regarding the supporting role to be played by the Stakeholder
Coalition.
Subtask 2.1b. Refine Outreach Plan. Once we have established an initial set of goals and supporting
roles for the Stakeholder Coalition, we will return to Clearwater for Trip #2, timed to align with the
conclusion of the Existing Conditions phase, to discuss outreach progress with the group and the City,
acknowledging that the City will likely play the largest role in one-on-one outreach to neighborhood
groups and other community organizations in between the official public meetings. We will discuss
the Stakeholder Coalition’s role – and the role of specific members – in supporting the City’s
implementation of the outreach strategy, as well as any implications from the Team’s existing
conditions findings.
Subtask 2.1c. Conduct Initial Public Meetings. During Trip #2 we will conduct three highly-promoted
initial public meetings to gather initial input and suggestions from Clearwater’s citizens regarding
the broad direction of the waterfront planning effort and their vision for the site, as well as
understand their thoughts and aspirations for downtown. The public events will be designed in a
charrette-style to engage attendees in a highly interactive discussion of specific core areas of
interest, which might include waterfront recreation, parks and open space, or real estate
development. The events will be coordinated with the City of Clearwater to maximize public
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 3
participation, and we will likely vary location to reach a wide cross-section of Clearwater residents.
Our conversation will be informed by the Team’s existing conditions findings. B2 Communications will
work with the City to encourage event attendance by diverse Clearwater constituents via digital
and other outreach.
Task 2.2: Provide Ongoing Parallel Outreach Support
The City intends to take a leadership role in managing a parallel outreach process to be undertaken
primarily by the City and secondarily by key members of the Coalition. While the City will organize and
attend the majority of these meetings, it may discuss strategy regarding outreach targets, participation and
materials with the Team. We will be available throughout the master planning process to support the City
by helping staff tweak any templates created for earlier public meetings (e.g. presentation slides, visual
aids) for use during outreach meetings.
Task 2.3: Provide Ongoing Digital Engagement Strategy and Media Relations Efforts
Over the course of the project, B2 Communications will launch and oversee a digital engagement and media
relations strategy, as follows:
Subtask 2.3a. Digital Engagement Strategy. B2 Communications will coordinate with the City to
generate awareness and excitement about the master planning process and its community meetings.
B2 will support the maintenance of an email listserv that has already been developed by
the City, to be used throughout the project’s duration.
Simultaneously, B2 will work with the City to deploy social media, using outlets such as
Facebook and Twitter, as a means of communicating with the public and circulating
information.
B2 will support the City’s launch of a project website that will serve as a “command center”
for the planning process and complement the City’s existing MyClearwaterInput.com. The site
will be a place to publicly display aspects of the plan as it unfolds and may also serve as
forum to collect public feedback. The City will manage the development, maintenance and
hosting of the web portal.
Subtask 2.3b. Media Content and Relations. Throughout the master planning process, B2
Communications will coordinate with the City’s Public Communications Department to actively pursue
key media placements with reporters and publications to generate informative stories about the
planning process. These news articles and press releases will support the efforts of the City’s Public
Communications Department and ensure that messaging is targeted and accurate. B2 will provide
strategic guidance to the City regarding content for major social media postings, newspaper articles,
email announcements and website postings, while the City’s Public Communications Department and
other City leadership will handle announcements and other simple postings independently.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 4
3) Existing Conditions Analysis
In Phase 3, the HR&A Team will analyze economic trends and the physical conditions of the study area as a
platform for understanding the waterfront’s needs going forward.
Task 3.1: Demographic, Economic, and Real Estate Market Analysis
Subtask 3.1a. Demographic and Economic Analysis: HR&A will analyze demographic and
employment trends and indicators in the study area, as well as the Tampa-St. Petersburg-Clearwater
MSA in order to contextualize the study area within its greater context. HR&A will assess trends in
population, age, migration, educational attainment, and commuting patterns. We will also examine
the performance of the region’s key industry sectors in terms of employment and earnings trends in
order to assess employers’ potential space needs. The firm will conduct this analysis using third-party
data from the U.S. Census Bureau, ESRI Business Analyst, the U.S. Bureau of Labor Statistics, as well
as available local sources. This effort will provide a foundation of knowledge for the Master Plan.
Subtask 3.1b. Real Estate Market Analysis: HR&A will complete an analysis of Clearwater’s real
estate market. This study will address multiple asset classes, including retail, residential, commercial
office, and hotel in order to determine what mix of uses Clearwater’s market is likely to support.
HR&A will supplement third party data sources such as CoStar, REIS, Smith Travel Research, and
broker market reports, through interviews with real estate industry experts including real estate
brokers and developers. This real estate market analysis will include:
A review of recent trends in inventory, rents, and vacancy for residential, commercial office,
and retail uses.
A survey of recent market activity and the development pipeline for each asset class,
focused on the City of Clearwater and the region. HR&A will profile successful projects in
Clearwater and the region that could serve as precedents for future development.
A review of Clearwater’s existing housing stock and an analysis of the area’s resident
market in order to consider the potential for new residential development.
An analysis of the office market in Clearwater and the region that will include absorption
potential based on trends in supply and demand.
A retail gap analysis intended to identify potential categories of growth for Clearwater’s
retail market based on spending potential and existing sales.
A hotel analysis that identifies the potential for additional hotel development in Clearwater
based on recent trends in occupancy, average daily rate, revenue per available room, and
supply of hotel rooms.
Task 3.2: Physical Conditions Analysis
Subtask 3.2a. Circulation and Parking Conditions: Kimley-Horn will lead the HR&A Team’s analysis
of circulation and parking conditions. Kimley-Horn will study existing pedestrian, bicycle, vehicular,
and watercraft transit networks in order to determine how they perform individually and as a system
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 5
overall. Kimley Horn will also review existing parking conditions, including (i) an inventory of on-
and off-street parking facilities, which will include access points, wayfinding/signage, hours of
operation, and cost, and (ii) a study of parking occupancy counts within the study area for both a
typical weekday and weekend day. Kimley-Horn will review past, completed studies such as the
Urban Land Institute’s Advisory Services Panel Report, the Comprehensive Boating Plan, the
Clearwater Downtown Redevelopment Plan, and Pinellas County’s 2040 Long Range Transportation
Plan to supplement the Team’s own analysis with an understanding of broader planned and
proposed transportation infrastructure improvements.
Subtask 3.2b. Parks and Open Space Conditions: Sasaki will lead the HR&A Team’s analysis of
existing parks and open space. Sasaki will study discrete green spaces such as Coachman Park,
linear pathways such as the Pinellas Trail, and more general open space networks. Overall, the
Team will assess Clearwater’s open space assets for their ability to cater to a range of different
activities, including passive recreation and special programming, through their design and physical
conditions. Furthermore, the Team will consider the resiliency of the study area’s green spaces with
respect to usage, flooding, and environmental concerns. A key output of this analysis will be an
assessment of Coachman Park’s assets, challenges, and opportunities to support planning efforts
moving forward.
Subtask 3.2c. Existing Public Realm Conditions: Sasaki will lead the HR&A Team’s analysis of
existing urban realm conditions. The Team will study the design of the urban realm overall,
considering how its many land uses and multifaceted form facilitate or inhibit daily life. Layered on
top of our studies of circulation, parking, parks, and open space, this study of the urban realm will
reveal how Clearwater’s many systems interact.
Subtask 3.2d. Opportunities Assessment: The HR&A Team will build upon its analysis of Existing
Public Realm Conditions by assessing major parcels and sites within the study area, including those
specified in the RFP. This will allow the Team to vet key opportunities for catalyst projects that could
become essential “first steps” in activating the downtown waterfront. Specifically, HR&A and Sasaki
will develop a scorecard for each potential catalyst project to guide City priorities going forward.
Factors to be considered may include:
Property usage
Physical constraints
Access and adjacencies
Timing of potential availability
Current uses & future devt. plans
Infrastructure availability/requirements
Zoning restrictions
Other legal restrictions
Visions expressed in planning documents
Market analysis implications
The scorecard will include metrics by which to rank properties or areas according to the above criteria.
DELIVERABLE: EXISTING CONDITIONS PRESENTATION
The HR&A Team will prepare a presentation summarizing the findings of the existing conditions analysis. The
existing conditions analysis will document the study area’s economic outlook and real estate market,
circulation system, and opportunities to improve upon existing public spaces and activate catalyst the
projects. This analysis provides a necessary foundation for subsequent phases of the planning process.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 6
Task 3.3: Presentation of Existing Conditions Findings and Public Engagement Part II
The HR&A Team will make a two-day trip to Clearwater (Trip #2) to undertake the following activities:
The HR&A Team will preview our findings with City representatives, either in advance of Trip #2, or
during, in order to identify any changes necessary in advance of briefing the Stakeholder Coalition
and the public.
During Stakeholder Coalition Meeting #2 we will introduce the study, present preliminary existing
conditions findings, discuss potential opportunities and challenges, and provide a venue to comment
on the existing community vision for Downtown.
During Public Workshops #1, 2 and 3, as described in Task 2.1a, we will gather input from the public
on their priorities and vision for the waterfront.
Task 3.4: Conference Call with Client to Discuss Public Engagement Findings from Trip #2
The HR&A Team will join a conference call with the Client to discuss findings from the public engagement
activities completed during Trip #2. This call will help guide Phase 3 of the project by determining how to
best incorporate public feedback.
DELIVERABLE: FEEDBACK FROM ENGAGEMENT
The Team will prepare a summary of findings from our public engagement activities, including a summary
of goals, opportunities and challenges associated with waterfront redevelopment.
4) Development of Framework Plan
In Phase 4, the HR&A Team will build upon the existing conditions analysis and feedback from public
engagement to develop a Framework Plan. The Framework Plan will address salient issues through topical
chapters including circulation, open space, and catalyst projects, which the HR&A Team will then vet through
additional public engagement to confirm the elements of the final plan.
Task 4.1: Framework Plan Concept Development
The HR&A Team will meet internally to workshop the overall vision for the Master Plan and the key
framework elements being prepared by Team members. This workshop will be an opportunity to put forth
a number of hypotheses and ideas that can unite the components of the Framework Plan. Topics to be
considered will include the overall spatial ordering, identification of sites to prioritize, identification of
programmatic opportunities to pursue, and the overall vision for the study area’s future. The output of this
workshop will be up to three (3) conceptual scenarios that may vary by spatial arrangement, uses of catalytic
sites, or program of public amenities and spaces. The Team may propose a single conceptual scenario should
it seem appropriate.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 7
Task 4.2: High-Level Conceptual Framework Plan Components:
The HR&A Team will create high-level conceptual framework plans in order to steer further plan
development. The framework plans will flow from the scenarios outlined during an internal opportunities
workshop. Each framework plan will, based upon the scenarios developed, offer a set of alternative
strategies for improvement to be tested and refined through public engagement. These framework plans
will be executed on a high level so that more detail may be added at a later phase.
Subtask 4.2a. Catalyst Projects Framework Plan: HR&A and Sasaki will develop a conceptual
Catalyst Projects Framework Plan that will prioritize up to three alternative development strategies
based on the findings of the opportunities assessment. This plan will reflect the values of the
community in spatial terms to provide a clear phasing structure that will identify tangible, specific
“first steps.” The Catalyst Projects Framework Plan will delineate a mix of land uses both within the
study area and in immediately adjacent areas to ensure that sites, when redeveloped, have multiple
ripple effects on economic development, public realm enhancement and greater connectivity for the
City as a whole.
Subtask 4.2b. Parks, Open Space, and Public Realm Framework Plan: Our Team will develop a
conceptual Parks, Open Space, and Public Realm Framework Plan. The framework plan will provide
options for the overall physical structure for the Bluff/Waterfront Master Plan by prioritizing major
open space networks, and by giving form to the spatial character and function of the Bluff’s great
placemaking opportunity, Coachman Park. Opportunities for passive and active recreation will be
considered from the outset. Clear and inviting access will be the first critical step in creating a true
destination – Clearwater’s own vibrant city-scaled waterfront park and public realm network.
Furthermore, the Team will incorporate principles of Low Impact Design in order to mitigate
stormwater runoff and maximize the usability of the study area’s open spaces.
Subtask 4.2c. Circulation Framework Plan and Parking Strategy: Our Team, led by Kimley Horn, will
also develop a conceptual Circulation Framework Plan and parking strategy. This plan will unite the
previous two framework plans, providing options for a circulation system that will facilitate successful
new developments, exciting open spaces, and a functional, pleasant public realm. A high-level
transportation network will include walking and bicycle access, transit access/circulation, vehicular
traffic flow, watercraft access including water taxi, emergency vehicle access and staging,
maintenance access, deliveries (food service, etc.), and special event access and traffic circulation.
The overriding principle of the framework plan will be to set the stage for creating a walkable and
bike-able environment that is pleasant, interesting, and seamlessly connected and integrated with
downtown.
Kimley-Horn will also lead the Team in generating a parking strategy for the study area. The
parking strategy will assess the study area’s parking demand in light of both existing demand and
the proposed development program for catalyst sites. We will identify locations for new parking
facilities, in addition to opportunities for shared parking (public and private). The strategy will also
propose parking design guidelines, zoning code updates, and a management strategy, as
appropriate. Kimley-Horn’s approach to parking strategy is at the forefront of technology-driven
planning, an approach that the Team hopes to bring to Clearwater.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 8
DELIVERABLE: DRAFT FRAMEWORK PLAN
The HR&A Team will prepare the Conceptual Framework Plan in presentation format. The document will
utilize data visualization techniques, graphic drawings and renderings, and narrative text, among other
communicative means as needed. The presentation will convey the Conceptual Framework Plan’s different
scenarios in an accessible manner so that the Team may receive feedback on options from City
representatives, the Stakeholder Coalition and the public.
Task 4.3: Presentation of Framework Plan
The HR&A Team will visit Clearwater for a three-day trip (Trip #3) in order to:
Preview the Conceptual Framework Plan with the City representatives to solicit input in advance of
presenting to the Stakeholder Coalition.
Meet with the Stakeholder Coalition to receive feedback on the Conceptual Framework Plan. We will
present the alternative scenarios comprising each framework element so that members can voice
preferences for specific elements to be elaborated further in the final Framework Plan.
Conduct two public events to introduce the Conceptual Framework Plan to the local community. These
sessions will be an opportunity for the public to provide input on the options presented in the
scenarios, such as urban design initiatives, open space improvements and infrastructure priorities.
These sessions will be highly interactive and will occur after meetings with City representatives.
Workshop-style activities that utilize graphic materials will provide an accessible avenue for
community members to communicate their ideas, comments, and concerns. As before, B2
Communications will work with the City to drive diverse attendance through various forms of digital
outreach. B2 will also report back on the outcome(s) of the workshops.
Present the Conceptual Framework Plan to City Council for feedback. B2 Communications will
coordinate with the City in managing media relations prior to and after the meeting.
DELIVERABLE: FEEDBACK FROM ENGAGEMENT
The Team will prepare a summary of findings from our public engagement activities and how the
engagement exercises suggest refinements to the conceptual framework plan.
Task 4.4: Prepare Infrastructure Cost Estimates
Based on the overall development concept, the HR&A Team, led by Kimley-Horn, will prepare infrastructure
cost estimates for public investments. The Team’s approach to assisting in budget management and cost
estimating will be to employ cost mechanisms to establish Opinions of Probable Costs. Kimley-Horn will use
readily available construction cost guides to determine relevant unit price index for recent bids as well as
bids for private sector projects of similar magnitude.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 9
Task 4.5: Finalize Framework Plan
Following the feedback received from Trip #4, the HR&A Team will refine and finalize our Catalyst Projects,
Parks, Open Space, Public Realm, and Circulation Framework Plans into a synthesized Framework Plan. For
each of the elements, the Framework Plan may represent the selection of one alternative among the
scenarios, or hybrid plans that combine elements of one of more scenarios. The Framework Plan will
incorporate a greater degree of detail than the conceptual plans completed earlier in Phase 4.
DELIVERABLE: FRAMEWORK PLAN
The HR&A Team will prepare a presentation containing all aspects of the Framework Plan. This document
will utilize data visualization techniques, case studies, graphic drawings and renderings, and narrative text,
among other communicative means as needed. The Framework Plan will present a synthesis of the scenarios
proposed in the Draft Framework Plan, based on feedback from public engagement exercises.
5) Action Plan Development
In Phase 5, the HR&A Team will develop an Action Plan in order to guide the implementation of the
Framework Plan’s initiatives, which the Team will develop based on active consultation with City
representatives and the Stakeholder Coalition.
Task 5.1: Action Plan Production
In order to advance the work completed to date, the City will require an implementation strategy that
considers factors such as market potential, property ownership, and policy. Based on feedback from public
engagement on the Framework Plan, HR&A will produce an implementation strategy for:
Catalyst Projects
Capital Improvements for Open Spaces, the Public Realm, and Infrastructure Upgrades
Policy Changes
Private Stakeholder Actions/Collaborations
To begin to formulate this strategy, HR&A will participate in a conference call with the Client in order to
discuss key roles and responsibilities for the eventual implementation of the Master Plan. Building on previous
conversations, this conference call will allow HR&A to establish the parameters of the implementation
strategy. HR&A will subsequently establish clear, actionable guidance regarding which public and private
entities should take charge of specific projects, the phasing of such projects, and funding sources to support
each project. We will prepare a timeline to guide implementation actions over the next 1-2, 5, and 10
years. We will also assess local, state, and federal economic development strategies, funding sources, and
financing strategies in support of the proposed catalyst projects and capital improvements.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 10
DELIVERABLE: ACTION PLAN
HR&A will prepare a briefing book detailing the proposed Action Plan to guide the implementation of the
overall Master Plan. The Action Plan will become the final chapter of the synthesized Master Plan.
Task 5.2: Presentation and Refinement of Action Plan
The HR&A Team will present the Action Plan via 1-2 WebEx meetings with City representatives and the
leadership of the Stakeholder Coalition, in order to receive commentary so that the Team may refine the
Action Plan. These meetings will be an opportunity to outline responsibilities with regard to implementation.
6) Master Plan Development and Presentations
In Phase 7, the HR&A Team will synthesize all of its work to date into a cohesive Master Plan. The Team will
present the draft final plan to City representatives and the public via workshops.
Task 6.1: Draft Master Plan Production
Based on feedback from public engagement and the City on the initial Framework Plan and Implementation
Strategy, the HR&A Team, with graphic production led by Sasaki, will produce a Draft Master Plan outlining
our detailed recommendations. The Draft Master Plan will synthesize the analysis and strategies embedded
within the Framework Plan and Action Plan into a single, cohesive document.
DELIVERABLE: DRAFT MASTER PLAN
The HR&A Team will prepare a Draft Master Plan for the City of Clearwater’s downtown and waterfront in
the form of a narrative document. The deliverable will likely include charts, tables, case studies, graphic
drawings and renderings, and narrative text. The Draft Master Plan will be a comprehensive document that
can guide future development and City-led actions, the synthesis of the Framework Plan and the Action Plan.
The HR&A Team will also prepare a supplemental presentation in order to present the Draft Master Plan to
City representatives, the Stakeholder Coalition and the public.
Task 6.2: Presentation of the Draft Master Plan
The HR&A Team will travel to Clearwater (Trip #4) for a two-day trip in order to:
Review and discuss the Draft Master Plan with City representatives, receive comments, and further
discuss implementation roles, either in advance of the trip, or during. This will be the final opportunity
for the City to comment on the plan before it is finalized.
Meet with the Stakeholder Coalition to review the Draft Master Plan, receive comments, and further
discuss implementation roles. This will be the final opportunity for the Stakeholder Coalition to
comment on the plan before it is finalized.
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas | 11
Host two public events to present the Draft Master Plan and receive public feedback. These sessions
will be exciting events geared toward generating public support for the plan, centered around a
presentation of the plan and then breakout stations to receive feedback on specific components of
the plan and field questions. As before, B2 Communications will work with the City to drive diverse
attendance through various forms of digital outreach. The Team will also report back on the
outcome(s) of the workshops. Following these workshops the Draft Master Plan will be posted on the
project website in order to allow more community members to comment.
Present the Draft Master Plan to the City Council to receive feedback. B2 Communications will
coordinate with the City in managing media relations prior to and after the hearing.
DELIVERABLE: FINAL MASTER PLAN
The Final Master Plan will take the form of a narrative document, incorporating and synthesizing all of the
Team’s findings and proposals to date. We will update the document based on feedback received during
Trip #4. As with all previous deliverables, HR&A will provide electronic copies of the Final Master Plan in its
original format, as well as in PDF format, to facilitate the City’s incorporation of its content into the broader
Clearwater Downtown Plan.
City CouncilStakeholder CoalitionThe PublicOngoing Digital Outreach + Media RelationsPHASETrip #1Week 3Optional Introductory MeetingsInitiate Stakeholder Coalition; Discuss Strategy1Project Kick-OffWeeks 1-32Public Engagement and Stakeholder Coalition LaunchWeek 3-OngoingTrip #3Week 14Public Meetings #4 & #5: Discuss Development ScenariosDiscuss Development ScenariosDiscuss Development ScenariosInteractive sessions including design charrettes and other activities4Development of Framework PlanWeeks 9-17WebExWeek 21Present Action Plan5Action Plan DevelopmentWeeks 18-21Trip #4Week 25Present Draft Master PlanPublic sessions aimed at refining master plan & building supportPresent Draft Master PlanPublic Meetings #6 and #7:Present Draft Master Plan6Master Plan Development and PresentationsWeeks 22-25CLEARWATERBLUFF/WATERFRONTMASTERPLANPUBLICENGAGEMENTACTIVITIESTrip #2Week 8Public Meetings #1, 2, & 3:Existing Conditions, Goals & AspirationsDiscuss Existing Conditions, Goals, Aspirations & Outreach3Existing ConditionsAnalysisWeeks 4-8Interactive sessions including design charrettes and other activities
Clearwater Bluff/Waterfront Master Plan ScheduleWeek123456789101112131415161718192021222324253.4: Conference Call with Client to Discuss Public Engagement Findings From Trip #2Meeting(s) with City representatives/Stakeholder Coalition/City CouncilCommunity Meeting(s)4.3: Presentation of Framework Plan4.4: Prepare Infrastructure Cost EstimatesPhase 2: Public Engagement and Stakeholder Coalition Launch2.2: Provide Ongoing Stakeholder Coalition SupportPhase 1: Project Kick-off1.1: Review of Existing Plans and Data1.2: Initial Project Conference Call1.3: Project Kick-Off in Clearwater2.1: Form a Stakeholder CoalitionWork in Progress2.3: Provide Ongoing Digital Engagement Strategy and Media Relations Efforts6.1: Draft Master Plan Production6.2: Presentation of the Draft Master Plan4.5: Finalize Framework Plan5.1: Action Plan Production5.2: Presentation and Refinement of Action PlanPhase 6: Master Plan Development and PresentationsPhase 5: Action Plan DevelopmentPhase 3: Existing Conditions Analysis3.1: Demographic, Economic, and Real Estate Market Analysis3.2: Physical Conditions Analysis3.3: Presentation of Existing Conditions Findings and Public Engagement Part IIPhase 4: Development of Framework Plan4.1: Framework Plan Concept Development4.2: High-Level Conceptual Framework Plan Components
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas
UPDATED PROJECT BUDGET
CLEARWATER BLUFF/WATERFRONT MASTER PLAN
Our team will provide the Scope of Services for a fixed fee price of $378,000, inclusive of travel expenses
and data purchases. We have broken out the price proposal by both phase and firm below. We will invoice
monthly based on the percentage of work completed.
BUDGET BY TASK
Task Total
1. Project Kick-Off $20,000
2. Public Engagement and Stakeholder Coalition Launch* $108,000
3. Existing Conditions Analysis $58,000
4. Development of Framework Plan $118,000
5. Action Plan Development $39,000
6. Master Plan Development and Presentations $35,000
Total $378,000
* New task
BUDGET BY FIRM
Firm Total
HR&A Advisors $190,000
Kimley-Horn $77,000
Sasaki Associates $76,000
B2 Communications $35,000
Total $378,000
THE BLUFF / WATERFRONT MASTER PLAN
CITY OF CLEARWATER
HR&A Advisors, Inc. | New York | Los Angeles | Washington, D.C. | Dallas
HR&A Team – Hourly Rates
These hourly rates by staff member will be valid through the contract period assumed herein.
HR&A Public/Non-Profit Billing Rates
Personnel Hourly Rate
Chair / Vice Chair $435
Senior Advisor $405
Partner $405
Senior Principal $405
Principal $360
Director $310
Senior Analyst $225
Analyst $175
Research Analyst $140
Admin $100
Kimley-Horn Billing Rates
Personnel Range of
Hourly Rates
Principal $265 - 320
Senior Professional $195 – 280
Professional $115 - 205
Senior Technical Support $125 - 190
Technical Support $80 - 150
Support Staff $67.50 - 105
Sasaki Associates Billing Rates
Personnel Hourly Rates
Principal $250
Landscape Architect $150
B2 Communications Billing Rates
Personnel Hourly Rates
Firm Blended Rate $165
BLUFF/WATERFRONT MASTER PLAN FOR CITY OF CLEARWATER
This agreement made and entered into as of the __ day of __________________, 2016 by and between
the City of Clearwater (“Client”), and HR&A Advisors, Inc., a corporation organized and existing under the
laws of the State of New York (“Consultant”), who agree and contract as follows:
WITNESSETH THAT:
WHEREAS, Client desires to commission a master plan for the Bluff/Waterfont district of Downtown
Clearwater, and
WHEREAS, Client desires to retain the Consultant to lead a multi-disciplinary team to complete said master
plan;
NOW, THEREFORE, the parties hereto do mutually agree as follows:
1. Contracting of the Consultant
Client hereby agrees to contract with Consultant, and the Consultant hereby agrees to perform
services set forth hereinafter in connection with the Bluff/Waterfront Master Plan in accordance
with the terms and conditions set forth herein.
2. Term of Contract
Consultant services for the scope of work set forth hereinafter will be completed by ________
subject to modification by mutual agreement by the parties hereto.
3. Scope of Services
The Consultant agrees to satisfactorily render and provide services hereinafter set forth in “Exhibit
A, Scope of Services.”
4. Disposition of Work Materials
Upon prompt payment of all sums due under this Agreement, all contract documents and similar
work materials prepared by the Consultant in completing the scope of services shall be the
property of Client. Notwithstanding any other provision to the contrary, the Consultant shall
maintain copyright ownership of photographs and of all notes, terms and standard details included
in all project-related documents, models, photographs, and other forms of expression created by
the Consultant. Only with Client’s prior written approval may Consultant use and reproduce its
deliverables. The Consultant shall be permitted to retain copies of its deliverables and work
product for its records and for its future professional endeavors, so long as Client is not specifically
mentioned or utilized to promote such future professional endeavors. The Consultant grants Client a
non-exclusive license to use and reproduce such models, photographs, and other forms of
expressions created by the Consultant as long as payments due to the Consultant under this contract
are made as provided herein.
5. Personnel
The Consultant represents that it has, or will secure, at its own expense, all personnel or
subconsultants required in performing the services under this Agreement. Such personnel shall not
be employees of or have any contractual relationship with Client. All of the services required
hereunder will be performed by the Consultant or under its supervision, and all personnel engaged
in the work shall be fully qualified and shall be authorized under State, federal and local law to
perform such services.
6. Termination and Suspension for Cause
If, for any cause, the Consultant or Client shall fail to fulfill in a timely manner their obligations
under this Agreement, or if the Consultant or Client shall violate any of the covenants, agreements,
or stipulations of this Agreement, the other party shall thereupon have the right to terminate this
Agreement by giving written notice. The Consultant shall be entitled to receive just and equitable
compensation for work performed and expenses incurred as of the date of termination; likewise,
Client shall be entitled to ownership of all documents, data, studies, surveys, drawings, maps,
models, photographs and reports or other material prepared by the Consultant under this
Agreement for which it has compensated the Consultant.
If Client fails to make payments to the Consultant in accordance with this Agreement, in addition to
the right of termination of this Agreement as set forth herein, at the Consultant’s option and upon
written notice to Client, it may suspend some or all performance of services under this Agreement
and retain all Contract Documents and Work Materials for which payment is outstanding. In the
event of a suspension of some or all services, retention of Contract Documents and Work Materials
and/or the termination of the Agreement by the Consultant, the Consultant shall have no liability to
Client for delay or damage caused Client because of such suspension of services. Before resuming
services, the Consultant shall be paid all sums due prior to suspension and any expenses incurred in
the interruption and resumption of the Consultant’s services. The decision by the Consultant not to
cease or suspend services or any portion thereof, or the decision by the Consultant to suspend
certain but not all services under this Agreement shall not constitute a waiver of its right to suspend
or terminate performance of any or all services under this Agreement so long as payments of
undisputed amounts remain outstanding.
7. Changes
Client or Consultant may, from time to time, request changes in the terms of this Agreement. Such
changes, including any increase or decrease in the amount of compensation due to the Consultant,
shall be mutually agreed upon by the parties hereto and shall be executed and incorporated in
written amendments to this Agreement.
8. Compensation
The cost of the Scope of Services shall not exceed $378,000. The division of this not-to-exceed fee
is described below in “Budget by Task.” The cost of services will be invoiced by the Consultant on a
percent completion basis. Services performed outside of the Scope of Services shall be invoiced
based on the hourly rates established below in “Consultant Hourly Rates” and will include requests
for reimbursement of expenses incurred by the Consultant and its subconsultants at cost. Invoices
will be transmitted monthly by the Consultant to Client. Client shall remit payment for an approved
invoice within 30 days of receipt of the invoice provided all work is performed satisfactorily as
reasonably determined by Client.
9. Equal Employment Opportunity
The Consultant will not discriminate against any employee or applicant for employment with regard
to race, religion, sex, color, national origin, age, sexual orientation, gender identity or disability.
The Consultant will act to ensure that applicants are employed, and that employees are treated
during employment, without regard to race, religion, sex, color, national origin, age sexual
orientation, gender identity or disability.
10. Assignability
The Consultant shall not assign any interest in this Agreement and shall not transfer any interest in
the same, whether by assignment or notation without the prior written consent of Client thereto;
provided, however, that claims for money may be assigned to a bank, trust company, or other
financial institution without such approval. Notice of any such assignment or transfer shall be
furnished promptly by Client.
11. Conditions and Assurances
A. Access to Records: Consultant agrees that Client or any of its duly authorized
representatives shall have access to any books, documents, papers, and records of the
Consultant for the purposes of making audit, examination, excerpt, and transcripts.
B. Retention of Records: The Consultant will be required to comply with Section 119.0701,
Florida Statutes, specifically to:
i. Keep and maintain public records required by the City of Clearwater to perform
the service;
ii. Upon request from the City’s Custodian of Records, provide the City of
Clearwater with a copy of the requested records or allow the records to be
inspected or copied within a reasonable time at a cost that does not exceed the
cost provided in Chapter 119 or as otherwise provided by law;
iii. Ensure that public records that are exempt or confidential and exempt from
public records disclosure requirements are not disclosed except as authorized by
law for the duration of the contract term and following completion of the contract
if the contractor does not transfer to the City of Clearwater; and
iv. Upon completion of the contract, transfer, at no cost, to the City of Clearwater all
public records in possession of the contractor or keep and maintain public records
required by the City of Clearwater to perform the service. If the Consultant
transfers all public records to the City of Clearwater upon completion of the
contract, the Consultant shall destroy any duplicate public records that are
exempt or confidential and exempt from public records disclosure requirements.
If the Consultant keeps and maintains public records upon completion of the
contract, the Consultant shall meet all applicable requirements for retaining
public records. All records stored electronically must be provided to the City of
Clearwater, upon request from the City of Clearwater’s Custodian of Public
Records, in a format that is compatible with the information technology systems of
the City of Clearwater.
IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119,
FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO
THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, ROSEMARIE CALL AT 727-
562-4090, rosemarie.call@myclearwater.com, and/or 112 S. Osceola Ave., Clearwater, FL,
33617
12. Miscellaneous Provisions
A. This Agreement shall be construed in accordance with the laws of the State of Florida, and
venue for any dispute pertaining to this Agreement shall be in Pinellas County, Florida.
B. In case one or more of the provisions in the Agreement shall for any reason be held
invalid, illegal, or unenforceable in any respect, such as invalidity, illegality, or non-
enforceability, it shall not affect any other provision thereof, and this Agreement shall not
be effective unless consented to, in writing, by both parties.
C. Nothing contained herein shall be deemed by the parties hereto, nor any third parties, as
creating the relationship of principal and agent, employer and employee, or as a
partnership or joint venture between the parties. Consultant is the City’s independent
contractor, and nothing contained herein is intended to create any relationship other than
that between the parties.
D. This Agreement may be executed in one or more counterparts, each of which shall be
deemed an original and all of which shall be constitute one and the same instrument.
E. This Agreement shall be binding upon and inure to the benefit of each of the Consultant’s
and the Client’s respective successors and assigns.
13. Indemnification
A. Consultant shall indemnify, defend and hold harmless Client and its officers, employees,
agents and permitted assigns from and against any and all suits, claims, losses, damages,
charges, or expenses, whether direct or indirect, and liability of every name and nature to
which they or any of them may be put or subjected by reason of any personal injury or
damage to real or tangible property arising from or in connection with any acts or
omissions on the part of the Consultant or arising from any breach by Consultant under this
Agreement.
B. Subject to Florida statutory limits on sovereign immunity, the City agrees to indemnify the
Consultant and its officers, employees, agents, and permitted assigns from and against
liability or expenses incurred on account of the negligent acts of the City, its employees,
servants, or agents in relation to this Agreement. Nothing contained herein, however, shall
be construed as a waiver of or limitation of liability that the City may be entitled to under
section 768.28, Florida Statutes.
In no event shall any officer, shareholder, member, employee or agent of Consultant or Client (or
any of Consultant’s or Client’s affiliates) be personally liable for the performance of either party’s
obligations hereunder.
IN WITNESS WHEREOF, the City of Clearwater and the Consultant have executed this Agreement on this the
____ day of ____________________, 2016.
HR&A Advisors, Inc.
_______________________________ _____________________________
Cary Hirschstein, Partner ATTEST
_______________________________
Date
IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have
executed this Agreement, the day and year first above written.
CITY OF CLEARWATER
IN PINELLAS COUNTY, FLORIDA
By:
_______________________________
(SEAL)
William B. Horne, II,
City Manager
Attest:
_______________________________
Rosemarie Call,
City Clerk
Countersigned:
_______________________________
George N. Cretekos,
Mayor
Approved as to form:
_______________________________
Camilo A. Soto,
Assistant City Attorney
_______________________________
Date
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2293
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Public Utilities
Agenda Number: 7.1
SUBJECT/RECOMMENDATION:
Approve a Blanket Purchase Order (contract) to Water Specialists Technologies LLC of
Sanford, FL in the amount of $183,700.00 for the purchase of copper precipitant TR-50 for a
one-year period, May 1, 2016 through April 30, 2017, and authorize the appropriate officials to
execute same. (consent)
SUMMARY:
The City of Clearwater owns and operates three Water Reclamation Facilities (WRF) and
must comply with regulatory requirements as set forth in the operating permits issued through
the Florida Department of Environmental Protection (FDEP). TR-50 is a copper precipitant that
is used to maintain permit compliance for copper removal limitations in effluent discharged into
receiving surface waters. The FDEP permitted effluent limit for copper is 3.7 parts per billion.
This is a proprietary, sole source product as referenced in the Clearwater Code of Ordinances,
Section 2.564(1)(b). TR-50 was selected for use in 2006 after an extensive engineering study
was undertaken to select the product best capable of allowing the City’s facilities to meet
FDEP permit requirements, while not causing any toxicity, creating any chemical interaction
side effects, and being the most cost-effective. Water Specialists Technologies is the sole
source and manufacturer of TR-50. They hold patent number 4,943,377 for Thio-Red, a
method for removing dissolved heavy metals from waste oils, industrial wastewaters, or any
polar solvent. Thio-Red is the primary ingredient in TR-50, and Water Specialists
Technologies is the sole manufacturer of this product. Water Specialists Technologies does
not currently have any other TR-50 distributors within the state of Florida.
This product has met all expectations and has performed very well. It has not exhibited any
toxicity and has not created any chemical interaction related ill-effects. The plants have met
the FDEP/USEPA copper limitation ever since the chemical began being used.
Water Specialists Technologies has held Clearwater’s discounted price for this chemistry at or
below their distributors’ pricing for many years. The sole source letter also reflects our
arrangement for the return of used totes, an offer that is not extended to any of their other
customers.
APPROPRIATION CODE AND AMOUNT:
0421-01351-551000-535-000-0000 $77,154.00 Fiscal Year 15/16
0421-01351-551000-535-000-0000 $106,546.00 Fiscal Year 16/17
Sufficient funding is available in the Water & Sewer Utility Fund operating cost center
0421-01351, Wastewater Environmental Technologies Operations, in the amount of
$77,154.00 to fund the current fiscal year’s cost of the contract. The funding for the remaining
balance of $106,546.00 occurring in fiscal year 2017 will be included in the Water and Sewer
Utility Fund recommended operating budget from the Public Utilities Director.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2293
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
1515 Kastner Place Sanford, FL 32771 USA Phone: 321-7910 Fax: 407-321-3098
DATE:March 2, 2016
TO:Flo Reichert
SUBJ:TR-50 Precipitant
Water Specialists Technologies LLC is pleased to extend the current discounted pricing of
$0.55/lb. FOB our facility in Sanford, FL for totes of our TR-50 Precipitant to Clearwater for the
period from May 1, 2016 to April 30, 2017. This discounted price is contingent upon
Clearwater’s return of empty used totes in good condition (no punctures or markings) and the
original caps in place.
Please let me know if you have any questions or if more information is required.
Pam McKenzie
Business Manager
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2305
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Public Utilities
Agenda Number: 7.11
SUBJECT/RECOMMENDATION:
Approve an annual blanket purchase order (contract) to H and H Liquid Sludge Disposal, Inc.
of Branford, FL, in the annual amount of $596,400.00, with the option for two, one-year term
extensions for the purchase of biosolids services (ITB 21-16), and authorize the appropriate
officials to execute same. (consent)
SUMMARY:
The City of Clearwater’s Water Reclamation Facilities (WRF) produce a residual product
(biosolids) that requires hauling and disposal.
The contractor is required to provide two basic services: (1) remove and dispose of stabilized
(Class B) dewatered biosolids from the Marshall Street and Northeast WRFs; and (2)
transport unstabilized liquid domestic wastewater residuals from the City ’s East WRF to the
Northeast WRF for treatment and dewatering. In addition, alternate services as outlined in the
RFP, and for which unit prices were provided in the contractor ’s bid, may be provided at the
City’s direction should specific emergency conditions develop at one or more of our facilities.
The contractor accepts full responsibility and liability for the hauling and disposal of residuals
from the points of loading from the source facility, in accordance with Chapter 62-640, F.A.C.,
and shall be responsible to comply with existing Florida Department of Environmental
Protection (FDEP), the United States Environmental Protection Agency (USEPA) residuals
treatment and disposal regulations, all other applicable federal, state and local regulations,
and any changes made to these regulations during the contract period.
The City’s current contract for the hauling and disposal of biosolids expires April 30, 2016. In
response to the request for proposal ITB 21-16, three responses were received March 24,
2016. H and H Liquid Sludge Disposal, Inc. represented the lowest responsive, responsible
bidder for Base Bid Services at $26.05/wet ton for stabilized biosolids cake removal and
disposal and $0.0345/gallon for unstabilized liquid sludge transport.
The contract will be effective for an initial one -year period in the annual amount of
$596,400.00 with two, one-year renewal options. Years two and three allow for cost increases
based on the Consumer Price Index (CPI) or Producer Price Index (PPI), not to exceed 5% of
the prior annual amount; a maximum of $626,220.00 (year two) and $657,531.00 (year three).
APPROPRIATION CODE AND AMOUNT:
0421-01351-530300-535-000-0000 $250,700.00 Fiscal Year 15/16
0421-01351-530300-535-000-0000 $345,700.00 Fiscal Year 16/17
Sufficient funding is available in the Water and Sewer Utility Fund operating cost center
0421-01351, Wastewater Environmental Technologies Operations, in the amount of
$250,700.00 to fund the current fiscal year’s cost of the contract. The funding for the
remaining balance of $345,700.00 occurring in fiscal year 2017 will be included in the Water
and Sewer Utility Fund recommended operating budget from the Public Utilities Director.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2305
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
CITY OF CLEARWATER Apparent Low Bidder
ITB # 21-16 - Biosolids Management Services Vendor did not submit price
DUE DATE: March 24, 2016; 10:00 AM
BID TABULATION
Item No.Description Unit Price
Estimated
Annual
Quantity
Total Annual
Price Unit Price
Estimated
Annual
Quantity
Total Annual
Price
Estimated
Annual
Quantity
Total Annual
Price
1A
Stabilized (Class B) Biosolids (Dewatered
Cake) to Land Application, removed from
Northeast WRF $ 58.83
7,600
WET
TONS $ 447,108.00 $ 26.05
7,600
WET
TONS $ 197,980.00 $ 31.00
7,600
WET
TONS $ 235,600.00
1B
Stabilized (Class B) Biosolids (Dewatered
Cake) to Land Application,
Removed from Marshall Street WRF $ 58.83
5,500
WET
TONS $ 323,565.00 $ 26.05
5,500
WET
TONS $ 143,275.00 $ 31.00
5,500
WET
TONS $ 170,500.00
2
Unstabilized Liquid Sludge (approximately 5%
total solids) from East WRF to NE WRF (est.
65,000 gallons PER WEEK) $ 0.033
3,380,000
GALLONS $ 111,540.00 $ 0.0345
3,380,000
GALLONS $ 116,610.00 $ 0.0300
3,380,000
GALLONS $ 101,400.00
$ 882,213.00 $ 457,865.00 $ 507,500.00
Item No.Description Unit Price
Estimated
Annual
Quantity
Total Annual
Price Unit Price
Estimated
Annual
Quantity
Total Annual
Price Unit Price
Estimated
Annual
Quantity
Total Annual
Price
Alt. 1
Class B Biosolids Requiring Incorporation,
from the Marshal Street and/or the Northeast
WRF (est. 260 wet tons PER WEEK) $ 58.83
13,520
WET
TONS $ 795,381.60 $ 28.60
13,520
WET
TONS $ 386,672.00 $ 31.00
13,520
WET
TONS $ 419,120.00
Alt. 2
Unstabilized Sludge (Dewatered Cake) to
RMF, from the Marshall Street WRF and/or
the Northeast WRF $ 58.83
13,520
WET
TONS $ 795,381.60 N/A
13,520
WET
TONS $ - $ 71.00
13,520
WET
TONS $ 959,920.00
Alt. 3
Unstabilized Sludge (Dewatered Cake) to
Landfill, from the Marshall Street WRF and/or
the Northeast WRF $ 58.83
13,520
WET
TONS $ 795,381.60 $ 72.50
13,520
WET
TONS $ 980,200.00 $ 78.75
13,520
WET
TONS $ 1,064,700.00
Alt. 4
Unstabilized Liquid Sludge (approximately 5%
total solids) from Marshall Street WRF to
Northeast WRF (additional truck requirement,
est. 60,000 gallons PER WEEK) $ 0.06
3,120,000
GALLONS $ 187,200.00 $ 0.08
3,120,000
GALLONS $ 249,600.00 $ 0.030
3,120,000
GALLONS $ 93,600.00
Alt. 5
Unstabilized Liquid Sludge (approximately 5%
total solids) from East WRF to Marshall Street
WRF (est. 65,000 gallons PER WEEK) $ 0.06
3,380,000
GALLONS $ 202,800.00 $ 0.08
3,380,000
GALLONS $ 270,400.00 $ 0.030
3,380,000
GALLONS $ 101,400.00
$ 2,776,144.80 $ 1,886,872.00 $ 2,638,740.00 TOTAL ALTERNATE BID TOTAL ALTERNATE BID TOTAL ALTERNATE BID
Alternate Bid Items
Base Bid Items
Appalachian Material Services, Inc
Synagro South LLCAppalachian Material Services, Inc H & H Liquid Sludge Disposal, Inc
TOTAL BASE BID TOTAL BASE BID TOTAL BASE BID
H & H Liquid Sludge Disposal, Inc Synagro South LLC
Page 1 of 1
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2313
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 2
File Type: Action ItemIn Control: Official Records & Legislative Services
Agenda Number: 7.12
SUBJECT/RECOMMENDATION:
Reappoint Denise L. Rosenberger to the Airpark Advisory Board with a term to expire April 30,
2020. (consent)
SUMMARY:
APPOINTMENT WORKSHEET
BOARD: Airpark Advisory Board
TERM: 4 Years
APPOINTED BY: City Council
FINANCIAL DISCLOSURE: Not required
RESIDENCY REQUIREMENT: City of Clearwater
SPECIAL QUALIFICATIONS: None
MEMBERS: 5
CHAIRPERSON: Denise L. Rosenberger
MEETING DATES: Quarterly (1st Wed.) - Feb., May, Aug., Nov.
PLACE: Chambers - 3 p.m.
APPOINTMENTS NEEDED: 1
THE FOLLOWING ADVISORY BOARD MEMBER HAS A TERM WHICH EXPIRES AND
NOW REQUIRES REAPPOINTMENT FOR A NEW TERM. (AT THIS TIME THERE ARE NO
INTERESTED NOMINEES THAT WISH TO BE CONSIDERED)
1. Denise L. Rosenberger - 15 N. Meteor Ave., 33765 - Floral Designer
Original Appointment: 7/17/08
(0 Absences in the last year)
Interest in reappointment: Yes - (serving 2nd term until 4/30/16)
Zip codes of current members on board:
2 - 33755
1 - 33759
1 - 33765
1 - 33767
Note - At this time, there are no other applicants on file.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2313
Page 2 City of Clearwater Printed on 4/21/2016
CITY OF CLEARWATER - APPLICATION FOR ADVISORY BOARDS
must be Clearwater resident)
Please type or print clearly
Name: ..J t'1 l,S.
oiEs`
OFPr': M,! , :1- ,r - ' A
RECEIVED
Home Address:
11nn -
o 'E'q wo er Zip 337 &S
737- Vq `/- c»ig
7 a7- 3(0S- 06.7'
Telephone:
Cell Phone:
Office Address:
Zip
Telephone:
E -mail Address: % 1 ri Jcesr(5-- u io 1 C-CkY1
How long a resident of Clearwater? 1 he.-& 19- e'
II dd n
Employer: 1L C () 1 1 C (.dad dOccupation: Q IV
Field of Education: Other Work Experience:
aC v o o6 044;..4i+ f /jcdt S o
If retired, former occupation: N
Community Activities: 9q '3 G-Y a-vdo Ll-c h O2s L 4i- 1,, jiv‘tO *" (z-c- ,oeoc —
ci.,.„1
Other Interests: -Fi 64-a%tto , N dicyte, O_xN C;e -nC! c -4-V cr 1 r icri-
Board Service (current and past): Board Preference:
ucov i6d IAA), o 601 U 1s dt
Additional Comments:
lirkfACLKAAA-
2
Signature:''- Date: 3
See attached list for boards that require financial disclosure at time of appointment. Please return this
application and board questionnaire to the Official Records & Legislative Services Department, P. O. 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
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities?
I C VvL Ca1%l %fit te/1\ ` i I d a t./po d
u3-c- (A-A04-4wolfg- Ct 6:vid Q)18/0JA Aus ydirp-kAf
P
cd,k* ,` L SS lam_ + S o eic o O-no) !7'
14'<- c(41 CVu -"c`P
2. Have you ever observed a board meeting either in person or on C -View, the City's TV station?
Vla ccAvrtacia cd-c acith-so4czvot
Qiudwo ye,A, 60.cat eat,Acittd-o_i2 c-\ct (re oiscd_eazcv / rt) 'Tr
I
T r17
3. What background and /or qualifications do you have that you feel would qualify you to serve on
this Board?
Oxvn Q.01/11oluz-01.0-0 0-q( 4-7441-k-n4L,sw-je,/,(AI
tThIrieteA-ck.6@ OtuJ-4-cvwt JA)0L
u,) 4/L. 4 r02 c
l( C)/Y C1-566t- Cj- 5 C )00L CMkli +Pi o cl,ra
d (,<i O' fuz.oJ e cl `
c
VL" G i(C
4. Why do you want to serve on this Board? v"
yin r lo Jsc.v id-w2//a culCYC` 0%-40e 0,141/7)/Q44 ,ece,b4
0,0 0L5-6226/cui 7-67
Name: eSe
Board Name: CCAlaaiii061 v'`S Cit 860-‹_c%'
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2315
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 2
File Type: AppointmentIn Control: Official Records & Legislative Services
Agenda Number: 7.13
SUBJECT/RECOMMENDATION:
Appoint Kristin Langley to the Parks and Recreation Board to fill the remainder of an
unexpired term through May 31, 2018. (consent)
SUMMARY:
APPOINTMENT WORKSHEET
BOARD: Parks and Recreation Board
TERM: 4 years
APPOINTED BY: City Council
FINANCIAL DISCLOSURE: Not Required
RESIDENCY REQUIREMENT: City of Clearwater
SPECIAL QUALIFICATIONS: None
MEMBERS: 7
CHAIRPERSON: Ric Ortega
MEETING DATES: Quarterly (4th Tues.) - Jan., April, July, Oct.
PLACE: Long Center - 6:30 p.m.
APPTS. NEEDED: 1
THE FOLLOWING ADVISORY BOARD MEMBER HAS RESIGNED AND NOW REQUIRES
REPLACEMENT BY A NEW APPOINTEE:
1. Carmen Santiago - 1101 Tuskawilla Drive, #2, 33756 - Victim/Witness Coord.
Original Appointment - 5/15/14
(was serving 1st term to expire 5/31/18)
THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE
ABOVE VACANCY:
1. Kristin Langley - 1101 Maximo Avenue, 33759 - Consultant
2. Michelle Thomann-Ramirez - 10 S. Keystone Dr., 33755 - Art Educator/Artist
Zip codes of current members on board:
1 at 33755
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2315
1 at 33756
1 at 33761
1 at 33764
1 at 33765
1 at 33767
Page 2 City of Clearwater Printed on 4/21/2016
CITY OF CLEARWATER - APPLICATION FOR ADVISORY BOARDS
must be Clearwater resident)
Please type or print clearly.
Name: Kristin Langley
Home Address:
1101 Maximo Avenue
Office Address:
1101 Maximo Avenue
Zip 33759 Zip 33759
Telephone: 727-712-3034 Telephone: 727-712-3034
Cell Phone: 727421-2380 Email Address: klangley1101@gmaiLcom
How long a resident of Clearwater? 16 years
Consultant Employer: mployer: self employed
Field of Education: Other Work Experience:
Degrees in business administration, liberal Project manager, contract writer, and
arts, risk & insurance, CPCU, and PMP risk manager
If retired, former occupation:
Community Activities: Del Oro Groves Neighborhood Association board; clean up Del Oro
Park
Other Interests: reading, walking, biking, environment and nature
Board Service (current and past): Board Preference:
Parks & Recreation
Additional Comments: My grandparents lived in Clearwater in the 1950s. I loved visiting and was
glad to return to live here as an adult.
Signature: Date:
See attached list for boards that require 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 followincl:
Current voter registration within city limits RECEIVED
Valid current Florida Drivers' License issued to an address within city limits
Declaration of Domicile filed with the city clerk affirming residency within city limitsR 3 1 2016
OFFICIAL RECORDS AND
LEGISLATIVE SIMS DEPT
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities?
Working within the budget, the board is a liaison to the community,
keeps current on projects and activities, and works to maintain the
best parks and recreational facilities in the state.
2. Have you ever observed a board meeting either in person or on the City's TV station C-View?
yes, on TV - council meetings, municipal code enforcement, and
environmental board
3. What background and/or qualifications do you have that you feel would qualify you to serve on
this Board?
I have provided consulting services and project management to
companies and governmental organizations for several decades.
As a consultant, I have to dive in, learn, listen, and then help and
guide.
4. Why do you want to serve on this Board?
Our parks and recreational facilities are as important to Clearwater as our beaches. I love that I can walk in the parks
and see so much wildlife, children playing in the playgrounds and others in the tennis courts and fields. The REC
centers are first rate. I want to be part of the group of people who keep them the place where I and so many others
look forward to playing and spending free time.
Name: Kristin Langley
Board Name: Parks and Recreation
CITY OF CLEARWATER - APPLICATION FOR ADVISORY BOARDS
must be Clearwater resident)
Name: Michelle Thomann - Ramirez
Home Address: Office Address:
10 S. Keystone Dr
Zip 33755 Zip 33755
Telephone: Telephone:
Cell Phone: 727 -507 -1207 E -mail Address: michelletramirez @gmail.com
How long a resident of Clearwater? 1.5 yrs
Occupation: Art Educator /Artist
Field of Education:
BFA
M.ED
Employer: Self
Other Work Experience:
Public schools as teacher, substitute and after school programs
with at risk youth, adults with disabilities. Fine art instructor for private programs.
If retired, former occupation:
Community Activities: Sugar sands volunteer, Second chance for strays volunteer 101 graduate.
Other Interests: arts and healing, community building through the arts, woman and girls at issues
Board Service (current and past): Board Preference:
Nuisance abatement
Parks and Recreation
Community development
Additional Comments:
Signature /i, € > 1i Date: 7/11/15
See attached list for boards that require financial disclosure at time of appointment. Please return this
application and board questionnaire to the Official Records & Legislative Services Department, P. O. 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
Jut. 13 .10/5
BOARD QUESTIONNAIRE
1. What is your understanding of the board's duties and responsibilities?
The board is set up to help with maintaining the parks and recreational
facilities within the guidelines of the state, city and in the communities'
best interest while helping to create an environment that is both managed
correctly and advised to control budget, thoughts of what's needed and
brainstorming.
2. Have you ever observed a board meeting either in person or on C -View, the
City's TV station?
Yes, in the past
3. What background and /or qualifications do you have that you feel would
qualify you to serve on this Board?
I have a Master's in education and Bachelor's in art. I live and partake in my local
parks and I think they are one of our greatest assets in preserving natural
habitats. I believe that I listen well and will look to increase an educational and
involved community. I have used nature as a spring board for artistic projects
and know that as an artist the recreational facilities offer more than what many
people realize. I also believe it is my responsibility as a citizen to protect nature
and to be informed and involved with what happens around me.
4. Why do you want to serve on this Board?
I want to increase my involvement within my community and have a stronger
understanding of what is needed. To perhaps help with projects and ideas to
help maintain and increase community participation and I love nature, and
wildlife.
Name: Michelle Thomann - Ramirez
Board Name: Michelle Ramirez
RECEIVED
JAN 0 5 2016
OFFICIAL RECORDS AND
LEGISLATIVE SRVCS DEPT
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2247
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: AppointmentIn Control: Official Records & Legislative Services
Agenda Number: 7.14
SUBJECT/RECOMMENDATION:
Appoint councilmembers as representatives to serve on Regional and Miscellaneous Boards.
(consent)
SUMMARY:
Page 1 City of Clearwater Printed on 4/21/2016
Regional and Miscellaneous Boards
2016
Appointments
Board (Date/Time of Meeting)Delegate
American Public Gas Association Cretekos
(Chuck Warrington – Gas)Hamilton – Alt.
(meet 4 times a year – move around the Country)
Area Agency on Aging of Pasco/Pinellas Kerry Marsalek
(3rd Monday of the month – 9:30 a.m.)Office on Aging Mgr
Location:AAAPP in St. Pete
Barrier Island Governmental Council Cretekos – Voting Del.
(4th Wednesday of the month – 9:00 a.m.; two-year term)Hamilton – Alt.
Location:TBA (Meeting place rotates)
Courtney Campbell Scenic Highway Citizen Advisory Committee Jonson
(3rd Friday – 10:00 a.m.)
Homeless Leadership Board Polglaze
(1st Friday of the month – 1:00 p.m.)
Location:Hospice of the Florida Suncoast on Roosevelt Blvd.
Mayor’s Council of Pinellas County Cretekos
(1st Wednesday of the month – 11:30 a.m.)
Pinellas Collaborative Committee Caudell
(Meet as needed – 9:00 a.m.)
Location:600 Cleveland St., Suite 750
Pinellas County Aircraft Noise Abatement Task Force Michael Short – (At Large)
(Quarterly – 3:00 p.m.)
Location:St. Pete-Clearwater Int’l Airport – Conf. Room #234)
School Transportation Safety Committee Caudell
(Meet as needed – 9:30 a.m.)
Location:600 Cleveland St., Suite 750
Suncoast League of Cities Board Jonson
(Every month on a Saturday – 11:00 a.m.)Hamilton – Alt.
Location:Different city every month
Tampa Bay Estuary Policy Board Polglaze
(Quarterly on Friday – 10:00 a.m.)
Councilmember highly recommended
Location:Tampa Bay Regional Planning Council, 4000 Gateway Centre,
Ste. 100, Pinellas Park
Tampa Bay Partnership Policy Board Cretekos
(Every other month – 9:00 a.m.)Polglaze – Alt.
Location:TBA (various locations)
Tampa Bay Regional Planning Council (TBRPC)Hamilton
(2nd Monday – 10:00 a.m.)
Location:Tampa Bay Regional Planning Council, 4000 Gateway Centre,
Ste.100, Pinellas Park
The following Boards have the specific term expiration date noted:
Board (Date/Time of Meeting)Delegate
Bicycle Advisory Committee (BAC)Chip Haynes
Advisory Committee to the MPO
(4th Monday each month – 8:30 a.m.)
No seat terms
City makes recommendation to MPO and MPO makes official appointment
Citizens Advisory Committee (CAC)Neil C. McMullen
Advisory Committee to the MPO Karen G. Cunningham
(4th Thursday each month – 7:00 p.m. – 4 year term)
City makes recommendation to MPO and MPO makes official appointment
Mr. McMullen – recommended by city council 4/2/15
Ms. Cunningham – recommended by city council 1/21/16
Metropolitan Planning Organization (MPO) & Pinellas Planning Caudell (Both)
Council (PPC)
MPO/PPC - (2
nd Wednesday of the month – 1:00 p.m.)
(term expires 9/12/2017; four-year term)
Location:P.C. Courthouse, 5th Floor
Pension Advisory Committee (PAC)Jonson
(2nd Thursday – 9:00 a.m.)4/4/2017
(two-year term)Hamilton
4/4/2016
Caudell
4/4/2016
Pinellas Suncoast Transit Authority (PSTA)Jonson
(4th Wednesday of the month – 9:00 a.m.)
(term expires 9/30/2015; three-year term)
Location:PSTA, St. Petersburg
Sister Cities Advisory Board Hamilton
(term expires 4/30/18; four-year term)
Appointments by other entities:
Downtown Development Board Ex-Officio Members Jonson
(CRA Trustees)Polglaze
(1st Wednesday of the month – 5:30 p.m.)
Florida League of Mayors Cretekos
Tourist Development Council Cretekos
(City Council makes recommendation/County makes appointment)
(term expires 10/31/2016; four-year term)
U.S. Conference of Mayors Cretekos
WorkNet Pinellas Board *Hamilton
(Quarterly – 11:45 a.m.)
Location:EpiCenter in Clearwater
*8/8/13 – Per Diana Day, Adm. Asst., WorkNet Pinellas Board, an elected official is no longer a requirement & there’s no term
expiration.
Currently councilmember Hamilton is a non-voting committee member & has the option
to attend this board.
Regional and Miscellaneous Boards
2016
Appointments
Board (Date/Time of Meeting) Delegate
American Public Gas Association Cretekos
(Chuck Warrington – Gas) Hamilton – Alt.
(meet 4 times a year – move around the Country)
Area Agency on Aging of Pasco/Pinellas Kerry Marsalek
(3rd Monday of the month – 9:30 a.m.) Office on Aging Mgr
Location: AAAPP in St. Pete
Barrier Island Governmental Council Cretekos – Voting Del.
(4th Wednesday of the month – 9:00 a.m.; two-year term) Hamilton – Alt.
Location: TBA (Meeting place rotates)
Courtney Campbell Scenic Highway Citizen Advisory Committee Jonson
(3rd Friday – 10:00 a.m.)
Homeless Leadership Board Polglaze Cundiff
(1st Friday of the month – 1:00 p.m.)
Location: Hospice of the Florida Suncoast on Roosevelt Blvd.
Mayor’s Council of Pinellas County Cretekos
(1st Wednesday of the month – 11:30 a.m.)
Pinellas Collaborative Committee Caudell Cundiff
(Meet as needed – 9:00 a.m.)
Location: 600 Cleveland St., Suite 750
Pinellas County Aircraft Noise Abatement Task Force Michael Short – (At Large)
(Quarterly – 3:00 p.m.)
Location: St. Pete-Clearwater Int’l Airport – Conf. Room #234)
School Transportation Safety Committee Caudell Cundiff
(Meet as needed – 9:30 a.m.)
Location: 600 Cleveland St., Suite 750
Suncoast League of Cities Board Jonson
(Every month on a Saturday – 11:00 a.m.) Hamilton – Alt.
Location: Different city every month
Tampa Bay Estuary Policy Board Polglaze Cundiff
(Quarterly on Friday – 10:00 a.m.)
Councilmember highly recommended
Location: Tampa Bay Regional Planning Council, 4000 Gateway Centre,
Ste. 100, Pinellas Park
Tampa Bay Partnership Policy Board Cretekos
(Every other month – 9:00 a.m.) Polglaze Jonson– Alt.
Location: TBA (various locations)
Tampa Bay Regional Planning Council (TBRPC) Hamilton
(2nd Monday – 10:00 a.m.)
Location: Tampa Bay Regional Planning Council, 4000 Gateway Centre,
Ste.100, Pinellas Park
The following Boards have the specific term expiration date noted:
Board (Date/Time of Meeting) Delegate
Bicycle Advisory Committee (BAC) Chip Haynes
Advisory Committee to the MPO
(4th Monday each month – 8:30 a.m.)
No seat terms
City makes recommendation to MPO and MPO makes official appointment
Citizens Advisory Committee (CAC) Neil C. McMullen
Advisory Committee to the MPO Karen G. Cunningham
(4th Thursday each month – 7:00 p.m. – 4 year term)
City makes recommendation to MPO and MPO makes official appointment
Mr. McMullen – recommended by city council 4/2/15
Ms. Cunningham – recommended by city council 1/21/16
Metropolitan Planning Organization (MPO) & Pinellas Planning Caudell (Both)
Council (PPC)
MPO/PPC - (2nd Wednesday of the month – 1:00 p.m.)
(term expires 9/12/2017; four-year term)
Location: P.C. Courthouse, 5th Floor
Pension Advisory Committee (PAC) Jonson
(2nd Thursday – 9:00 a.m.) 4/4/2017
(two-year term) Hamilton
4/4/2016
Caudell Cundiff
4/4/2016
Pinellas Suncoast Transit Authority (PSTA) Jonson
(4th Wednesday of the month – 9:00 a.m.)
(term expires 9/30/2015; three-year term)
Location: PSTA, St. Petersburg
Sister Cities Advisory Board Hamilton
(term expires 4/30/18; four-year term)
Appointments by other entities:
Downtown Development Board Ex-Officio Members Jonson
(CRA Trustees) Polglaze Caudell
(1st Wednesday of the month – 5:30 p.m.)
Florida League of Mayors Cretekos
Tourist Development Council Cretekos
(City Council makes recommendation/County makes appointment)
(term expires 10/31/2016; four-year term)
U.S. Conference of Mayors Cretekos
WorkNet Pinellas Board * Hamilton
(Quarterly – 11:45 a.m.)
Location: EpiCenter in Clearwater
*8/8/13 – Per Diana Day, Adm. Asst., WorkNet Pinellas Board, an elected official is no longer a requirement & there’s no term
expiration.
Currently councilmember Hamilton is a non-voting committee member & has the option
to attend this board.
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2289
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Legal Department
Agenda Number: 7.15
SUBJECT/RECOMMENDATION:
Request authority to institute a civil action on behalf of the City against Gulfcoast Concrete
Service, Inc. to recover $704.36 for damages to city property. (consent)
SUMMARY:
On November 6, 2014, employees of Gulfcoast Concrete Service, Inc. hit 3 feet of a 2-inch
gas service line with a bobcat front loader. The cost to repair the gas line was $704.36.
Demand letters have been sent to Gulfcoast Concrete Service, Inc. but no response has been
received.
Costs relative to this action will include a $175 filing fee, and fees for service of process of
approximately $60.
APPROPRIATION CODE AND AMOUNT:
0-590-07000-545900-519-000-000
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2291
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Legal Department
Agenda Number: 7.16
SUBJECT/RECOMMENDATION:
Request for authority to institute a civil action on behalf of the City against Malcolmson
Construction Company, Inc. to recover $1,692.42 for damages to city property. (consent)
SUMMARY:
On March 7, 2014, a Malcolmson Construction Company, Inc. crewmember scraped the top of
a 2-in. main line with a backhoe. On March 20, 2014, a Malcolmson Construction Company,
Inc. crewmember hit a tap and broke a 2-in. main line with a backhoe. The cost to repair the
gas lines was $1,692.42.
Several letters have been sent to Malcolmson Construction Company, Inc. but no response
has been received.
Costs relative to this action will include a $175 filing fee, and fees for service of process of
approximately $60.
APPROPRIATION CODE AND AMOUNT:
0-590-07000-545900-519-000-000
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2292
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Legal Department
Agenda Number: 7.17
SUBJECT/RECOMMENDATION:
Request for authority to institute a civil action on behalf of the City against Salser
Construction, LLC to recover $7,671.23 for damages to city property. (consent)
SUMMARY:
On May 14, 2014, a Salser Construction, LLC crew member cut a 2-in. gas main line in half
with a trackhoe. The cost to repair the gas line was $7,671.23
Several letters have been sent to Salser Construction, LLC but no response has been
received.
Costs relative to this action will include a $300 filing fee, and fees for service of process of
approximately $60.
APPROPRIATION CODE AND AMOUNT:
0-590-07000-545900-519-000-000
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2295
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Legal Department
Agenda Number: 7.18
SUBJECT/RECOMMENDATION:
Request for authority to institute a civil action on behalf of the City against GopowerFree, LLC
to recover $565.09 for damages to city property. (consent)
SUMMARY:
On November 7, 2014, a GopowerFree, LLC crewmember cut through a 5/8-in. gas service
line with a post hole digger. The cost to repair the gas line was $565.09.
Several letters have been sent to GopowerFree, LLC but no response has been received.
Costs relative to this action will include a $175 filing fee, and fees for service of process of
approximately $60.
APPROPRIATION CODE AND AMOUNT:
0-590-07000-545900-519-000-000
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2296
Agenda Date: 4/21/2016 Status: Consent AgendaVersion: 1
File Type: Action ItemIn Control: Legal Department
Agenda Number: 7.19
SUBJECT/RECOMMENDATION:
Request for authority to settle the case of Bernadette Dean vs. City of Clearwater Case No.
14-009368-CI for $100,000. (consent)
SUMMARY:
On January 8, 2011, a city vehicle struck the vehicle driven by Bernadette Dean. As a result
of the collision, Ms. Dean suffered injuries, some of which eventually required surgery. She
continues to be treated for her injuries. She has incurred medical bills in excess of $200,000.
Authority is being sought to settle this case for $100,000, in exchange for which the City will
receive a full release and the civil action will be dismissed with prejudice.
APPROPRIATION CODE AND AMOUNT:
0-590-07000-545900-519-000-000
Page 1 City of Clearwater Printed on 4/21/2016
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ANX2016-02004
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.1
SUBJECT/RECOMMENDATION:
Approve the annexation, initial Future Land Use Map designation of Residential Estate (RE)
and initial Zoning Atlas designation of Low Density Residential (LDR) District for 1790
McCauley Road; and pass Ordinances 8865-16, 8866-16 and 8867-16 on first reading.
(ANX2016-02004)
SUMMARY:
This voluntary annexation petition involves one parcel of land totaling 1.25 acres. The parcel is
occupied by a single family dwelling and is located on the west side of McCauley Road
approximately 1,000 feet south of Sunset Point Road. The applicant is requesting annexation
in order to receive solid waste service from the City. The property is not contiguous to existing
city limits; however, it is in an enclave surrounded by city property on all sides (Type A) and is
eligible for annexation pursuant to the Interlocal Service Boundary Agreement with Pinellas
County. It is proposed that the property be assigned a Future Land Use Map designation of
Residential Estate (RE) and the zoning category of Low Density Residential (LDR).
The Planning and Development Department determined that the proposed annexation is
consistent with the provisions of Clearwater Community Development Code Section 4-604.E
as follows:
·The property currently receives water and sanitary sewer service from the City.
Collection of solid waste will be provided to the property by the City. The property is
located within Police District III and service will be administered through the district
headquarters located at 2851 North McMullen Booth Road. Fire and emergency
medical services will be provided to this property by Station 48 located at 1700 North
Belcher Road. The City has adequate capacity to serve this property with solid waste,
police, fire and EMS service. The proposed annexation will not have an adverse effect
on public facilities and their levels of service; and
·The proposed annexation is consistent with and promotes the following objectives and
policy 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.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ANX2016-02004
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 Estate (RE) Future Land Use Map category is consistent
with the current Countywide Plan designation of this property. The Residential Estate
(RE) designation primarily permits residential uses at a density of 1 unit per acre. The
proposed zoning district to be assigned to the property is the Low Density Residential
(LDR). The use of the subject property is consistent with the uses allowed in the Low
Density Residential (LDR) District and the property exceeds the District’s minimum
dimensional requirements. The proposed annexation is therefore consistent with the
Countywide Plan and the City’s Comprehensive Plan and Community Development
Code; and
·The property proposed for annexation is not contiguous to City boundaries but is
located in a Type A Enclave; therefore, the annexation is consistent with the Interlocal
Service Boundary Agreement authorized by Florida Statutes Chapter 171.204.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8865-16
ORDINANCE NO. 8865-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTY
LOCATED ON THE WEST SIDE OF MCCAULEY ROAD
APPROXIMATELY 1,000 FEET SOUTH OF SUNSET POINT
ROAD (COUNTY ROAD 576), WHOSE POST OFFICE
ADDRESS IS 1790 MCCAULEY ROAD, CLEARWATER,
FLORIDA 33765, 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
map attached hereto as Exhibit B have petitioned the City of Clearwater to annex the
property into the City pursuant to the Interlocal Service Boundary Agreement authorized
by Section 171.204, 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 property is hereby annexed into the City of
Clearwater and the boundary lines of the City are redefined accordingly:
See attached Exhibit A for legal description
(ANX2016-02004)
The map attached as Exhibit B is 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.
Ordinance No. 8865-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
A portion of Lots 16 and 17, Coachman Lakes Estates, according to the map or plat thereof, as recorded
in the Plat Book 62, Pages 26 through 29, Public Records of Pinellas County, Florida;
Begin at the northeasterly corner of Lot 17, Coachman Lakes Estates, thence, run southernly along Right-
of-Way of McCauley Road 200.48 feet to a point of beginning; thence, continue along Right-of-Way of
McCauley Road approximately 236 feet; thence north 44 degrees, 51 minutes, 48 seconds west 333.42
feet; thence, north 5 degrees, 27 minutes, 44 seconds west 80 feet; thence south 72 degrees, 16
minutes, 23 seconds east 382.01 feet to the point of beginning.
Exhibit B
PROPOSED ANNEXATION
Owner(s): Michael R. & Carmen G. Mauerer Case: ANX2016-02004
Site: 1790 McCauley Road
Property
Size(Acres):
ROW (Acres):
1.250
Land Use Zoning
PIN: 06-29-16-16848-000-0160
From : RE E-1
Atlas Page: 263B To: RE LDR
50 50 50 50
5053.652.85059.75056(S)59.75018 19 20 21 22 1 4113/02
LAKE60
6060
6060
606060 50
50
505
0
50
5 0
5 050751725616848
68063
73 74 75 76 77 78 79 80
43
44
45
46
47
48
49
42
41
40
39
38
37
36
15
16
17
18
19
20
21 8
9
10
11
12
13
14
50
51
52
53
54
55
35
34
33
32
31
30
22
23
24
25
26
27
7
6
5
4
3
2
56 29 28 1
9
10 21
22
11
20
19
12
23
24
25
18
13
17
16
15
14
26
27
28
8
7
6
33
31
30
29
4 5
36
123
parcel A
34/02
41/03
8.08 A C
A C
1
1
1
1
1
1
1
1
McCAULEY RD YALE DR JESSICA RD EMORY DR PRINCETON DR CAMPBELL RD
VANDERBILT DR
SU N S E T POINT R D BEVI
LLE RD
241517811 8 3 5
1
87517851
7
5
0
17991862
1795
1836
1818
23601895247517841897
1861
1
7
6
0
1800
1855
1843
1873
23731897
238017651780238518711855
1 8 4 5
1815
1896
1819
23651843
1830
1845
1805
1
87018721825
18 551882
23571850
1875
1842
23611896
1861
1837
1
88024811891 17551
7
9
1 24692376237423722368236623621831
1848
1842
1830
1836
1854
1866
1865
1873
23791879
1848
1885
1854
1 7 6 6
1855
1885
1878
1837
1884 23951818 2501831 2434182523641824
1830
1866
4
1849
1867
900
23701860
1819
1825 238024401849
1790 2470
1860
2 1872 23581890 2426
23691884
1867235 23781878
6
1824 24701879
1891
23851872
23891890 24502474-Not to Scale--Not a Survey-Rev. 3/8/2016
Ordinance No. 8866-16
ORDINANCE NO. 8866-16
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 ON THE WEST SIDE OF
MCCAULEY ROAD APPROXIMATELY 1,000 FEET SOUTH
OF SUNSET POINT ROAD (COUNTY ROAD 576), WHOSE
POST OFFICE ADDRESS IS 1790 MCCAULEY ROAD,
CLEARWATER, FLORIDA 33765, UPON ANNEXATION
INTO THE CITY OF CLEARWATER, AS RESIDENTIAL
ESTATE (RE); 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, upon annexation into the City of Clearwater, as follows:
Property Land Use
Category
See attached Exhibit A for legal description Residential Estate
(RE)
(ANX2016-02004)
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, contingent
upon and subject to the adoption of Ordinance No. 8865-16.
Ordinance No. 8866-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
A portion of Lots 16 and 17, Coachman Lakes Estates, according to the map or plat thereof, as recorded
in the Plat Book 62, Pages 26 through 29, Public Records of Pinellas County, Florida;
Begin at the northeasterly corner of Lot 17, Coachman Lakes Estates, thence, run southernly along Right-
of-Way of McCauley Road 200.48 feet to a point of beginning; thence, continue along Right-of-Way of
McCauley Road approximately 236 feet; thence north 44 degrees, 51 minutes, 48 seconds west 333.42
feet; thence, north 5 degrees, 27 minutes, 44 seconds west 80 feet; thence south 72 degrees, 16
minutes, 23 seconds east 382.01 feet to the point of beginning.
Exhibit B
FUTURE LAND USE MAP
Owner(s): Michael R. & Carmen G. Mauerer Case: ANX2016-02004
Site: 1790 McCauley Road
Property
Size(Acres):
ROW (Acres):
1.250
Land Use Zoning
PIN: 06-29-16-16848-000-0160
From : RE E-1
Atlas Page: 263B To: RE LDR
50 50 50 50
5053.652.85059.75056(S)59.75018 19 20 21 22 1 4113/02
LAKE60
6060
6060
606060 50
50
505
0
50
5 0
5 050751725616848
68063
73 74 75 76 77 78 79 80
43
44
45
46
47
48
49
42
41
40
39
38
37
36
15
16
17
18
19
20
21 8
9
10
11
12
13
14
50
51
52
53
54
55
35
34
33
32
31
30
22
23
24
25
26
27
7
6
5
4
3
2
56 29 28 1
9
10 21
22
11
20
19
12
23
24
25
18
13
17
16
15
14
26
27
28
8
7
6
33
31
30
29
4 5
36
123
parcel A
34/02
41/03
8.08 A C
A C
1
1
1
1
1
1
1
1
R/OGR/OG R/OG R/OS
McCAULEY RD YALE DR JESSICA RD EMORY DR PRINCETON DR CAMPBELL RD
VANDERBILT DR
SU N S E T POINT R D BEVI
LLE RD
RE
RE
RE
T/U
R/OG
RE
RURU
RU
WATER
T/U
241517811 8 3 5
1
87517851
7
5
0
17991862
1795
1836
1818
2360189517841897
1
7
6
0
1800
1843
1873
1897
17651780238518711855
1 8 4 5
1815
1896
1819
23651843
1830
1845
1805
1
87018721825
18 551882
23571850
1875
1842
23611896
1861
1837
1
88024811891 17551
7
9
12376237423722368236623621831
1848
1842
1830
1836
1854
1866
1865
1873
23791879
1848
1885
1854
1 7 6 6
1855
1885
1878
1837 24751884 23951861
1818
1855 2501831 243423731825
238023641824
1830
1866
4
1849
1867
900
23701860
1819
1825 238024401849
1790 2470
1860
2 1872 23581890 2426
23691884
1867235 23781878
6
1824 24701879
1891
23851872
23891890 245024742469-Not to Scale--Not a Survey-Rev. 3/8/2016
Ordinance No. 8867-16
ORDINANCE NO. 8867-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED ON
THE WEST SIDE OF MCCAULEY ROAD
APPROXIMATELY 1,000 FEET SOUTH OF SUNSET
POINT ROAD (COUNTY ROAD 576), WHOSE POST
OFFICE ADDRESS IS 1790 MCCAULEY ROAD,
CLEARWATER, FLORIDA 33765, UPON ANNEXATION
INTO THE CITY OF CLEARWATER, AS LOW DENSITY
RESIDENTIAL (LDR); 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 property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
The map attached as Exhibit B is 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. 8865-16.
Property Zoning District
See attached Exhibit A for legal description Low Density Residential (LDR)
(ANX2016-02004)
Ordinance No. 8867-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
A portion of Lots 16 and 17, Coachman Lakes Estates, according to the map or plat thereof, as recorded
in the Plat Book 62, Pages 26 through 29, Public Records of Pinellas County, Florida;
Begin at the northeasterly corner of Lot 17, Coachman Lakes Estates, thence, run southernly along Right-
of-Way of McCauley Road 200.48 feet to a point of beginning; thence, continue along Right-of-Way of
McCauley Road approximately 236 feet; thence north 44 degrees, 51 minutes, 48 seconds west 333.42
feet; thence, north 5 degrees, 27 minutes, 44 seconds west 80 feet; thence south 72 degrees, 16
minutes, 23 seconds east 382.01 feet to the point of beginning.
Exhibit B
ZONING MAP
Owner(s): Michael R. & Carmen G. Mauerer Case: ANX2016-02004
Site: 1790 McCauley Road
Property
Size(Acres):
ROW (Acres):
1.250
Land Use Zoning
PIN: 06-29-16-16848-000-0160
From : RE E-1
Atlas Page: 263B To: RE LDR
50 50 50 50
5053.652.85059.75056(S)59.75018 19 20 21 22 1 4113/02
LAKE60
6060
6060
606060 50
50
505
0
50
5 0
5 050751725616848
68063
73 74 75 76 77 78 79 80
43
44
45
46
47
48
49
42
41
40
39
38
37
36
15
16
17
18
19
20
21 8
9
10
11
12
13
14
50
51
52
53
54
55
35
34
33
32
31
30
22
23
24
25
26
27
7
6
5
4
3
2
56 29 28 1
9
10 21
22
11
20
19
12
23
24
25
18
13
17
16
15
14
26
27
28
8
7
6
33
31
30
29
4 5
36
123
parcel A
34/02
41/03
8.08 A C
A C
1
1
1
1
1
1
1
1
McCAULEY RD YALE DR JESSICA RD EMORY DR PRINCETON DR CAMPBELL RD
VANDERBILT DR
SU N S E T POINT R D BEVI
LLE RD
I
O
C
LMDR
LMDR
241517811 8 3 5
1
87517851
7
5
0
17991862
1795
1836
1818
23601895247517841897
1861
1
7
6
0
1800
1855
1843
1873
23731897
238017651780238518711855
1 8 4 5
1815
1896
1819
23651843
1830
1845
1805
1
87018721825
18 551882
23571850
1875
1842
23611896
1861
1837
1
88024811891 17551
7
9
1 24692376237423722368236623621831
1848
1842
1830
1836
1854
1866
1865
1873
23791879
1848
1885
1854
1 7 6 6
1855
1885
1878
1837
1884 23951818 2501831 2434182523641824
1830
1866
4
1849
1867
900
23701860
1819
1825 238024401849
1790 2470
1860
2 1872 23581890 2426
23691884
1867235 23781878
6
1824 24701879
1891
23851872
23891890 24502474-Not to Scale--Not a Survey-Rev. 3/8/2016
LOCATION MAP
Owner(s): Michael R. & Carmen G. Mauerer Case: ANX2016-02004
Site: 1790 McCauley Road
Property
Size(Acres):
ROW (Acres):
1.250
Land Use Zoning
PIN: 06-29-16-16848-000-0160
From : RE E-1
Atlas Page: 263B To: RE LDR US-19 NN BELCHER RD SUNSET POINT RD N OLD COACHMAN RDN E C O A C H M A N R D S T A G R U N B L V D EL TAI
R TRL
FARRIER TRL MANOR BLVD N STETSON DR 8th ST 4th ST FLIN T LO C K D R VERDE DR W MANOR AVE GLENVILLE DR RAYMONT DR MIDNIGHT PASS WAY 9th ST ASBURY DR BELMONT DR ELEE RD ALLIGATOR CREEK RD
S LAGOON CIR McCAULEY RD -Not to Scale--Not a Survey-Rev. 2/11/2016
^
PROJECT
SITE
AERIAL PHOTOGRAPH
Owner(s): Michael R. & Carmen G. Mauerer Case: ANX2016-02004
Site: 1790 McCauley Road
Property
Size(Acres):
ROW (Acres):
1.250
Land Use Zoning
PIN: 06-29-16-16848-000-0160
From : RE E-1
Atlas Page: 263B To: RE LDR McCAULEY RD McCAULEY RD YALE DR YALE DR JESSICA RD JESSICA RD EMORY DR EMORY DR PRINCETON DR PRINCETON DR CAMPBELL RD
CAMPBELL RD
VANDERBILT DR VANDERBILT DR
SU N S E T POINT R D SU N S E T POINT R D BEVI
LLE RD
BEVI
LLE RD
-Not to Scale--Not a Survey-Rev. 3/8/2016
EXISTING SURROUNDING USES MAP
Owner(s): Michael R. & Carmen G. Mauerer Case: ANX2016-02004
Site: 1790 McCauley Road
Property
Size(Acres):
ROW (Acres):
1.250
Land Use Zoning
PIN: 06-29-16-16848-000-0160
From : RE E-1
Atlas Page: 263B To: RE LDR
50 50 50 50
5053.652.85059.75056(S)59.75018 19 20 21 22 1 4113/02
LAKE60
6060
6060
606060 50
50
505
0
50
5 0
5 050751725616848
68063
73 74 75 76 77 78 79 80
43
44
45
46
47
48
49
42
41
40
39
38
37
36
15
16
17
18
19
20
21 8
9
10
11
12
13
14
50
51
52
53
54
55
35
34
33
32
31
30
22
23
24
25
26
27
7
6
5
4
3
2
56 29 28 1
9
10 21
22
11
20
19
12
23
24
25
18
13
17
16
15
14
26
27
28
8
7
6
33
31
30
29
4 5
36
123
parcel A
34/02
41/03
8.08 A C
A C
1
1
1
1
1
1
1
1
McCAULEY RD YALE DR JESSICA RD EMORY DR PRINCETON DR CAMPBELL RD
VANDERBILT DR
SU N S E T POINT R D BEVI
LLE RD
241517811 8 3 5
1
87517851
7
5
0
17991862
1795
1836
1818
23601895247517841897
1861
1
7
6
0
1800
1855
1843
1873
23731897
238017651780238518711855
1 8 4 5
1815
1896
1819
23651843
1830
1845
1805
1
87018721825
18 551882
23571850
1875
1842
23611896
1861
1837
1
88024811891 17551
7
9
1 24692376237423722368236623621831
1848
1842
1830
1836
1854
1866
1865
1873
23791879
1848
1885
1854
1 7 6 6
1855
1885
1878
1837
1884 23951818 2501831 2434182523641824
1830
1866
4
1849
1867
900
23701860
1819
1825 238024401849
1790 2470
1860
2 1872 23581890 2426
23691884
1867235 23781878
6
1824 24701879
1891
23851872
23891890 24502474-Not to Scale--Not a Survey-Rev.3/8/2016
Single Family Residential
Single Family Residential
Offices Utility Easement
View looking west at the subject property, 1790 McCauley Road Across the street, east of the subject property
North of the subject property South of the subject property
ANX2016-02004
Michael R. and Carmen G. Maurer
1790 McCauley Road
View looking northerly along McCauley Road View looking southerly along McCauley Road
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ANX2016-02006
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.2
SUBJECT/RECOMMENDATION:
Approve the annexation, initial Future Land Use Map designation of Residential Low (RL) and
initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 2109
Burnice Drive and 2173, 2174, and 2185 Bell Cheer Drive; and pass Ordinances 8871-16,
8872-16 and 8873-16 on first reading. (ANX2016-02006)
SUMMARY:
These voluntary annexation petitions involve four parcels of land totaling 1.029 acres. The
parcels are occupied by single -family dwellings and are located generally south of Druid Road,
east of South Hercules Avenue, north of Lakeview Road, and west of South Belcher Road .
The applicants are requesting annexation in order to receive solid waste service from the City
and will be connected to city sewer as part of the Belcher Area Sewer System Extension
Project. The properties located at 2109 Burnice Drive and 2174 Bell Cheer Drive are
contiguous to existing City limits along at least one property boundary. The properties located
at 2173 and 2185 Bell Cheer Drive are not contiguous to existing city limits; however, they are
in an enclave surrounded by city property on all sides (Type A) and are eligible for annexation
pursuant to the Interlocal Service Boundary Agreement with Pinellas County. It is proposed
that the properties be assigned a Future Land Use Map designation of Residential Low (RL)
and the zoning category 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 Pinellas County. Collection of solid
waste will be provided to the properties by the City. All of the applicants have paid the
sewer impact fee in full, and will be connected to the City sewer system once it is
available. The properties are located within Police District III and service will be
administered through the district headquarters located at 2851 North McMullen Booth
Road. Fire and emergency medical services will be provided to this property by Station
47 located at 1460 Lakeview Road. The City has adequate capacity to serve these
properties with sanitary sewer, solid waste, police, fire and EMS service. Water service
will continue to be provided by the County. 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
and policy of the Clearwater Comprehensive Plan:
Objective A.6.4 Due to the built-out character of the City of Clearwater,
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ANX2016-02006
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 Low (RL) Future Land Use Map category is consistent with
the current Countywide Plan designation of these properties. The Residential Low
(RL) designation primarily permits residential uses at a density of 5 units per acre. The
proposed zoning district to be assigned to the properties is the Low Medium Density
Residential (LMDR). The uses of the subject properties are consistent with the uses
allowed in the Low Medium Density Residential (LMDR) 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 at 2109 Burnice Drive and 2174 Bell Cheer Drive are
contiguous to existing City limits along at least one property boundary; therefore, the
annexations are consistent with Florida Statutes Chapter 171.044. The properties proposed
for annexation located at 2173 and 2185 Bell Cheer Drive are not contiguous to City
boundaries but are located in a Type A Enclave; therefore, the annexations are consistent with
the Interlocal Service Boundary Agreement authorized by Florida Statutes Chapter 171.204.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8871-16
ORDINANCE NO. 8871-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTIES
LOCATED GENERALLY SOUTH OF DRUID ROAD, EAST
OF SOUTH HERCULES AVENUE, NORTH OF LAKEVIEW
ROAD, AND WEST OF SOUTH BELCHER ROAD, WHOSE
POST OFFICE ADDRESSES ARE 2109 BURNICE DRIVE,
2173, 2174, AND 2185 BELL CHEER DRIVE, ALL WITHIN
CLEARWATER, FLORIDA 33764, INTO THE CORPORATE
LIMITS OF THE CITY, AND REDEFINING THE BOUNDARY
LINES OF THE CITY TO INCLUDE SAID ADDITIONS;
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the owners of the real properties described herein and depicted on the
map attached hereto as Exhibit B have petitioned the City of Clearwater to annex the
property into the City pursuant to Section 171.044, Florida Statutes and the Interlocal
Service Boundary Agreement authorized by Section 171.204, 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 Exhibit A for legal descriptions
(ANX2016-02006)
The map attached as Exhibit B is 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.
Ordinance No. 8871-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS
ANX2016‐02006
=========================================================================================
No. Parcel ID Legal Description Address
1. 24-29-15-31050-000-0200 Lot 20, and East 30 feet of Lot 19 2109 Burnice Drive
The above in GLEN ELLYN ESTATES, subdivision, as recorded in PLAT BOOK 34, PAGE 32, of the Public Records of
Pinellas County, Florida.
No. Parcel ID Legal Description Address
2. 24-29-15-06408-000-0170 Lot 17 2173 Bell Cheer Drive
3. 24-29-15-06408-000-0030 Lot 3 2174 Bell Cheer Drive
4. 24-29-15-06408-000-0180 Lot 18 2185 Bell Cheer Drive
The above in BELL CHEER subdivision, as recorded in PLAT BOOK 30, PAGE 60, of the Public Records of Pinellas
County, Florida.
Exhibit B
PROPOSED ANNEXATION
Owner(s): Multiple Owners Case: ANX2016-02006
Site:
2109 Burnice Drive
2173 Bell Cheer Drive
2174 Bell Cheer Drive
2185 Bell Cheer Drive
Property
Size(Acres):
ROW (Acres):
1.029
Land Use Zoning
PIN:
24-29-15-31050-000-0200
24-29-15-06408-000-0170
24-29-15-06408-000-0030
24-29-15-06408-000-0180 From : RL R-3
Atlas Page: 308B To: RL LMDR 606050
125
124 123 122 121 120 119 118 117 116 115 114 113 112 111
50
50
60
50
606060 60 60
50
80 6072144
064080642606444
31050
3
4
5
6
7 9 10
11
12
13141516
11 12 13 14 15 18 19
20
21
1 2 3321987 6 5 4 3 2 1
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
17 16 15 14 13 12 11 10
9 8
7 654 3 2 1
16 17
1 2
6 7 8
8
11/04
4.76
11/0911/0811/0511/03
A C
1
BURNICE DR S BELCHER RD BELL CHEER DR
S UNIVERSITY DR
DORADO PL PLEASANT PKWY GROVE AVE (trail only)3421290 22102131211221722192216521812127214321732112211021172147214821552135214921671200
12762198215221172138212321092184214721552125217921392185213021072197212521062101210621572166216021182190211921252166211521732142219121182124214121352149216721571110
2111
1220
2143214321612100218721952178213021912188215421732160212221092116213021402199212421742100213321482191218512822134 -Not to Scale--Not a Survey-Rev. 2/11/2016
Ordinance No. 8872-16
ORDINANCE NO. 8872-16
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
PROPERTIES LOCATED GENERALLY SOUTH OF DRUID
ROAD, EAST OF SOUTH HERCULES AVENUE, NORTH
OF LAKEVIEW ROAD, AND WEST OF SOUTH BELCHER
ROAD, WHOSE POST OFFICE ADDRESSES ARE 2109
BURNICE DRIVE, 2173, 2174, AND 2185 BELL CHEER
DRIVE, ALL WITHIN CLEARWATER, FLORIDA 33764,
UPON ANNEXATION INTO THE CITY OF CLEARWATER,
AS RESIDENTIAL LOW (RL); 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 Exhibit A for legal descriptions Residential Low
(RL)
(ANX2016-02006)
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, contingent
upon and subject to the adoption of Ordinance No. 8871-16.
Ordinance No. 8872-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS
ANX2016‐02006
=========================================================================================
No. Parcel ID Legal Description Address
1. 24-29-15-31050-000-0200 Lot 20, and East 30 feet of Lot 19 2109 Burnice Drive
The above in GLEN ELLYN ESTATES, subdivision, as recorded in PLAT BOOK 34, PAGE 32, of the Public Records of
Pinellas County, Florida.
No. Parcel ID Legal Description Address
2. 24-29-15-06408-000-0170 Lot 17 2173 Bell Cheer Drive
3. 24-29-15-06408-000-0030 Lot 3 2174 Bell Cheer Drive
4. 24-29-15-06408-000-0180 Lot 18 2185 Bell Cheer Drive
The above in BELL CHEER subdivision, as recorded in PLAT BOOK 30, PAGE 60, of the Public Records of Pinellas
County, Florida.
Exhibit B
FUTURE LAND USE MAP
Owner(s): Multiple Owners Case: ANX2016-02006
Site:
2109 Burnice Drive
2173 Bell Cheer Drive
2174 Bell Cheer Drive
2185 Bell Cheer Drive
Property
Size(Acres):
ROW (Acres):
1.029
Land Use Zoning
PIN:
24-29-15-31050-000-0200
24-29-15-06408-000-0170
24-29-15-06408-000-0030
24-29-15-06408-000-0180 From : RL R-3
Atlas Page: 308B To: RL LMDR 606050
125
124 123 122 121 120 119 118 117 116 115 114 113 112 111
50
50
60
50
606060 60 60
50
80 6072144
064080642606444
31050
3
4
5
6
7 9 10
11
12
13141516
11 12 13 14 15 18 19
20
21
1 2 3321987 6 5 4 3 2 1
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
17 16 15 14 13 12 11 10
9 8
7 654 3 2 1
16 17
1 2
6 7 8
8
11/04
4.76
11/0911/0811/0511/03
A C
1
BURNICE DR S BELCHER RD BELL CHEER DR
S UNIVERSITY DR
DORADO PL PLEASANT PKWY GROVE AVE (trail only)RL
RL
P
RL
RU
WATER
R/OS
RU
RU
I342129022102131211221922165218121272143217321122110211721602147214821552135214921671200
12762122219821522117213821232109218421472155212521792139218521302107219721252116213021062101210621402157219921662160211821902119212521662115217321422191212421182124214121352149216721572111
1220
21432143216121332100218721912195213012822134219121882154217321722109217421001110214821782185-Not to Scale--Not a Survey-Rev. 2/17/2016
Ordinance No. 8873-16
ORDINANCE NO. 8873-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTIES LOCATED
GENERALLY SOUTH OF DRUID ROAD, EAST OF SOUTH
HERCULES AVENUE, NORTH OF LAKEVIEW ROAD, AND
WEST OF SOUTH BELCHER ROAD, WHOSE POST
OFFICE ADDRESSES ARE 2109 BURNICE DRIVE, 2173,
2174, AND 2185 BELL CHEER DRIVE, ALL WITHIN
CLEARWATER, FLORIDA 33764, 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:
The map attached as Exhibit B is 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. 8871-16.
Property Zoning District
See attached Exhibit A for legal descriptions Low Medium Density Residential
(LMDR)
(ANX2016-02006)
Ordinance No. 8873-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS
ANX2016‐02006
=========================================================================================
No. Parcel ID Legal Description Address
1. 24-29-15-31050-000-0200 Lot 20, and East 30 feet of Lot 19 2109 Burnice Drive
The above in GLEN ELLYN ESTATES, subdivision, as recorded in PLAT BOOK 34, PAGE 32, of the Public Records of
Pinellas County, Florida.
No. Parcel ID Legal Description Address
2. 24-29-15-06408-000-0170 Lot 17 2173 Bell Cheer Drive
3. 24-29-15-06408-000-0030 Lot 3 2174 Bell Cheer Drive
4. 24-29-15-06408-000-0180 Lot 18 2185 Bell Cheer Drive
The above in BELL CHEER subdivision, as recorded in PLAT BOOK 30, PAGE 60, of the Public Records of Pinellas
County, Florida.
Exhibit B
ZONING MAP
Owner(s): Multiple Owners Case: ANX2016-02006
Site:
2109 Burnice Drive
2173 Bell Cheer Drive
2174 Bell Cheer Drive
2185 Bell Cheer Drive
Property
Size(Acres):
ROW (Acres):
1.029
Land Use Zoning
PIN:
24-29-15-31050-000-0200
24-29-15-06408-000-0170
24-29-15-06408-000-0030
24-29-15-06408-000-0180 From : RL R-3
Atlas Page: 308B To: RL LMDR 606050
125
124 123 122 121 120 119 118 117 116 115 114 113 112 111
50
50
60
50
606060 60 60
50
80 6072144
064080642606444
31050
3
4
5
6
7 9 10
11
12
13141516
11 12 13 14 15 18 19
20
21
1 2 3321987 6 5 4 3 2 1
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
17 16 15 14 13 12 11 10
9 8
7 654 3 2 1
16 17
1 2
6 7 8
8
11/04
4.76
11/0911/0811/0511/03
A C
1
BURNICE DR S BELCHER RD BELL CHEER DR
S UNIVERSITY DR
DORADO PL PLEASANT PKWY GROVE AVE (trail only)LMDR
P
I
P
3421290 221021312112217221922165218121272143217321122110211721602147214821552135214921671200
12762122219821522117213821232109218421472155212521792139218521302107219721252116213021062101210621402157219921662160211821902119212521662115217321422191212421182124214121352149216721571110
2111
1220
214321432161213321002187219121952178213012822134219121882154217321092174210021482185-Not to Scale--Not a Survey-Rev. 2/11/2016
LOCATION MAP
Owner(s): Multiple Owners Case: ANX2016-02006
Site:
2109 Burnice Drive
2173 Bell Cheer Drive
2174 Bell Cheer Drive
2185 Bell Cheer Drive
Property
Size(Acres):
ROW (Acres):
1.029
Land Use Zoning
PIN:
24-29-15-31050-000-0200
24-29-15-06408-000-0170
24-29-15-06408-000-0030
24-29-15-06408-000-0180 From : RL R-3
Atlas Page: 308B To: RL LMDR
DRUID RD S KEENE RD NURSERY RD
LAKEVIEW RD S BELCHER RD S HERCULES AVE VIEWTOP DR STANCEL DR FAIRFIELD DR HIGHFIELD DR EASTFIELD DR BUGLE LN
BURNICE DR
HUNT LN EMBASSY DR WELLINGTON DR WEBER DR HAMLIN DR SEVER DR
VIOLA DR WOODLEY RD MAGNOLIA DR
CAMPUS DR DOROTHY DR BROOKSIDE RD SANDRA DR WHITACRE DR COLLEGE DR REGENT AVE ACADEMY DR
BELL CHEER DR HUNTER LN KENDALL DR AMBASSADOR DR REBECCA DR
JEFFORDS ST OXFORD DR ALEMANDA DR
CATALINA DR SSEVARD AVE MANDARIN DR FOX CIR
CORONET LN OAK GROVE DR
DIPLOMAT DR
BARCELONA DR
MEADOW LN
S UNIVERSITY DR
REDCOAT LN
IMPERIAL WAY
RIPON DR OAK LAKE DR
LEES CT
CROYDON DR
KENMOORE DR ALLEN DR CLAIBORNE DR ATTACHE CT
REBECCA DR
SANDRA DR
JEFFORDS ST
RIPON DR -Not to Scale--Not a Survey-Rev. 2/11/2016
^
PROJECT
SITE
^
PROJECT
SITES
AERIAL PHOTOGRAPH
Owner(s): Multiple Owners Case: ANX2016-02006
Site:
2109 Burnice Drive
2173 Bell Cheer Drive
2174 Bell Cheer Drive
2185 Bell Cheer Drive
Property
Size(Acres):
ROW (Acres):
1.029
Land Use Zoning
PIN:
24-29-15-31050-000-0200
24-29-15-06408-000-0170
24-29-15-06408-000-0030
24-29-15-06408-000-0180 From : RL R-3
Atlas Page: 308B To: RL LMDR
BURNICE DR BURNICE DR S BELCHER RD S BELCHER RD BELL CHEER DR BELL CHEER DR
S UNIVERSITY DR S UNIVERSITY DR
DORADO PL DORADO PL PLEASANT PKWY PLEASANT PKWY -Not to Scale--Not a Survey-Rev. 2/11/2016
EXISTING SURROUNDING USES MAP
Owner(s): Multiple Owners Case: ANX2016-02006
Site:
2109 Burnice Drive
2173 Bell Cheer Drive
2174 Bell Cheer Drive
2185 Bell Cheer Drive
Property
Size(Acres):
ROW (Acres):
1.029
Land Use Zoning
PIN:
24-29-15-31050-000-0200
24-29-15-06408-000-0170
24-29-15-06408-000-0030
24-29-15-06408-000-0180 From : RL R-3
Atlas Page: 308B To: RL LMDR 606050
125
124 123 122 121 120 119 118 117 116 115 114 113 112 111
50
50
60
50
606060 60 60
50
80 6072144
064080642606444
31050
3
4
5
6
7 9 10
11
12
13141516
11 12 13 14 15 18 19
20
21
1 2 3321987 6 5 4 3 2 1
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
17 16 15 14 13 12 11 10
9 8
7 654 3 2 1
16 17
1 2
6 7 8
8
11/04
4.76
11/0911/0811/0511/03
A C
1
BURNICE DR S BELCHER RD BELL CHEER DR
S UNIVERSITY DR
DORADO PL PLEASANT PKWY GROVE AVE (trail only)3421290 22102131211221722192216521812127214321732112211021172147214821552135214921671200
12762198215221172138212321092184214721552125217921392185213021072197212521062101210621572166216021182190211921252166211521732142219121182124214121352149216721571110
2111
1220
2143214321612100218721952178213021912188215421732160212221092116213021402199212421742100213321482191218512822134 -Not to Scale--Not a Survey-Rev. 2/11/2016
Single Family
Residential
Single Family
Residential
Single Family
Residential
Single Family
Residential
Water
View looking south at the subject property, 2109 Burnice Drive Across the street, north of the subject property
East of the subject property West of the subject property
ANX2016-02006
Gregory E. and Susan D. Bishop
2109 Burnice Drive
View looking easterly along Burnice Drive View looking westerly along Burnice Drive
View looking south at the subject property, 2173 Bell Cheer Drive Across the street, north of the subject property
East of the subject property West of the subject property
ANX2016-02006
Barbara A. Sofarelli Revocable Living Trust
2173 Bell Cheer Drive
View looking easterly along Bell Cheer Drive View looking westerly along Bell Cheer Drive
View looking north at the subject property, 2174 Bell Cheer Drive Across the street, south of the subject property
East of the subject property West of the subject property
ANX2016-02006
Gregory and Melaine Barnett
2174 Bell Cheer Drive
View looking easterly along Bell Cheer Drive View looking westerly along Bell Cheer Drive
View looking south at the subject property, 2185 Bell Cheer Drive Across the street, north of the subject property
East of the subject property West of the subject property
ANX2016-02006
Michelle Marie Sofarelli
2185 Bell Cheer Drive
View looking easterly along Bell Cheer Drive View looking westerly along Bell Cheer Drive
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ANX2016-02005
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.3
SUBJECT/RECOMMENDATION:
Approve the annexation, initial Future Land Use Map designation of Residential Low (RL) and
initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 1635
Sherwood Street; together with certain right-of-way of Lynn Avenue; and pass Ordinances
8868-16, 8869-16 and 8870-16 on first reading. (ANX2016-02005)
SUMMARY:
This voluntary annexation petition involves a single parcel of land totaling 0.166 acres. The
parcel is occupied by a single -family dwelling and is located on the southeast corner of
Sherwood Street and Lynn Avenue . The applicant is requesting annexation in order to receive
solid waste service from the City. The property is located in an enclave and is contiguous to
existing city limits to the north, south, east and west. The Development Review Committee is
proposing that the 0.268 acres of abutting Lynn Avenue right -of-way not currently within the
city limits also be annexed. It is proposed that the property be assigned a Future Land Use
Map designation of Residential Low (RL) and a Zoning Atlas designation of Low Medium
Density Residential (LMDR).
The Planning and Development Department determined that the proposed annexation is
consistent with the provisions of Clearwater Community Development Code Section 4-604.E
as follows:
·The property currently receives water and sewer service from the City. The property is
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 the property by Station 51 located at 1720 Overbrook Avenue. The City
has adequate capacity to serve the property with solid waste, police, fire and EMS
service. The proposed annexation will not have an adverse effect on public facilities
and their levels of service; and
·The proposed annexation is consistent with and promotes the following objectives and
policy 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.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ANX2016-02005
Policy A.7.2.3 Continue to process voluntary annexations for single -family
residential properties upon request.
·The proposed Residential Low (RL) Future Land Use Map category is consistent with
the current Countywide Plan designation of this property. This designation primarily
permits residential uses at a density of 5 units per acre. The proposed zoning district to
be assigned to the property is the Low Medium Density Residential (LMDR) District.
The use of the subject property is consistent with the uses allowed in the District and
the property exceeds the District ’s minimum dimensional requirements. The proposed
annexation is therefore consistent with the Countywide Plan and the City ’s
Comprehensive Plan and Community Development Code; and
·The property proposed for annexation is contiguous to existing City limits to the north,
south, east and west; therefore, the annexation is consistent with Florida Statutes
Chapter 171.044.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8868-16
ORDINANCE NO. 8868-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTY
LOCATED ON THE SOUTHEAST CORNER OF
SHERWOOD STREET AND LYNN AVENUE, WHOSE POST
OFFICE ADDRESS IS 1635 SHERWOOD STREET,
CLEARWATER, FLORIDA 33755, TOGETHER WITH ALL
ABUTTING RIGHT-OF-WAY OF LYNN AVENUE, 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 owner of the real property described herein and depicted on the
map attached hereto as Exhibit A has petitioned the City of Clearwater to annex the
property 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 property is hereby annexed into the City of
Clearwater and the boundary lines of the City are redefined accordingly:
Lot 1, Block 21 of Highland Pines Subdivision Fourth Addition, according to the
map or plat thereof, as recorded in the Plat Book 33, Page 90, of the Public Records of
Pinellas County, Florida; Together with all Right-of-Way of Lynn Avenue abutting Lots 1, 2,
and 3, Block 21 of Highland Pines Subdivision Fourth Addition.
(ANX2016-02005)
The map attached as Exhibit A is 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.
Ordinance No. 8868-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
PROPOSED ANNEXATION
Owner(s): Hugh Heier Case: ANX2016-02005
Site: 1635 Sherwood Street
Property
Size(Acres):
ROW (Acres):
0.166
0.268
Land Use Zoning
PIN: 11-29-15-39132-021-0010
From : RL R-3
Atlas Page: 270B To: RL LMDR
LA
LU606060
6039078 39096391323
7
8
9
10
11
13
16
20
21
22
23
26 28
14
16
21
23
3
678
3 4 5
6789
3 4 5
1
2
3
4
5
3 45
8 910
111213
3
4
5
6
1
2
1
2
3
1
2
3
1
2
3
4
5
1
2
3
4
5
7
8
9
10 3
4
5
6 7
8
9
10 3
4
5
67
8
9
10
4
5
6
8
9
10
11
12
12 3LYNN AVE RIDGE AVE NELSON AVE GENTRY ST
SHERWOOD ST
CROWN ST 161313231642
164116471300
1404
1320
1612162116091409
16121229
1221
1225
1408
16221409
1405
1405
1301
1304 16261604160916141222
13161615 1409
16091305
1405
16091304
1404
1220 1226
1402
1408
16461400
1221 16341308
1300
1220
1408
13001608 163316081225 16401639163413051622 1318 165113041617
16151416
1404
1613141316
163514121415
1226
1413
131516 16271321
1608162614101412
1303 -Not to Scale--Not a Survey-Rev. 2/11/2016
Ordinance No. 8869-16
ORDINANCE NO. 8869-16
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 ON THE SOUTHEAST CORNER OF
SHERWOOD STREET AND LYNN AVENUE, WHOSE POST
OFFICE ADDRESS IS 1635 SHERWOOD STREET,
CLEARWATER, FLORIDA 33755, UPON ANNEXATION
INTO THE CITY OF CLEARWATER, AS RESIDENTIAL LOW
(RL); 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, upon annexation into the City of Clearwater, as follows:
Property Land Use
Category
Lot 1, Block 21 of Highland Pines
Subdivision Fourth Addition, according to the
map or plat thereof, as recorded in the Plat
Book 33, Page 90, of the Public Records of
Pinellas County, Florida;
Residential Low
(RL)
(ANX2016-02005)
The map attached as Exhibit A 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, contingent
upon and subject to the adoption of Ordinance No. 8868-16.
Ordinance No. 8869-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
FUTURE LAND USE MAP
Owner(s): Hugh Heier Case: ANX2016-02005
Site: 1635 Sherwood Street
Property
Size(Acres):
ROW (Acres):
0.166
0.268
Land Use Zoning
PIN: 11-29-15-39132-021-0010
From : RL R-3
Atlas Page: 270B To: RL LMDR
LA
LU606060
6039078 39096391323
7
8
9
10
11
13
16
20
21
22
23
26 28
14
16
21
23
3
678
3 4 5
6789
3 4 5
1
2
3
4
5
3 45
8 910
111213
3
4
5
6
1
2
1
2
3
1
2
3
1
2
3
4
5
1
2
3
4
5
7
8
9
10 3
4
5
6 7
8
9
10 3
4
5
67
8
9
10
4
5
6
8
9
10
11
12
12 3
RL
RU RU
RL
RU
RU
RL
RU
WATER
RL
RL RU
RU
RL
RU
RU
RL
RL
RL
RL RU
RURU
RL
R/OS
RL
RL RU
LYNN AVE RIDGE AVE NELSON AVE GENTRY ST
SHERWOOD ST
CROWN ST 161313231642
16411300
1404
1320
1409
1612122116221409
1405
1301 16261609161412221615 1409
130516091304
1404
1220 1226
1402
1408
16461400
1221 16271308
1220
1408
13001608 163316081225 16401639163413051622 1318 16511304
16151404
16471413
1612162116160916351412
1229
1225
1408
1415
1405
1226
13041604 1413
1315
131616
16091405
16341321
130016081626 1410
16171412
1303
1416
1613-Not to Scale--Not a Survey-Rev. 2/17/2016
Ordinance No. 8870-16
ORDINANCE NO. 8870-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED ON
THE SOUTHEAST CORNER OF SHERWOOD STREET
AND LYNN AVENUE, WHOSE POST OFFICE ADDRESS IS
1635 SHERWOOD STREET, 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 property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
The map attached as Exhibit A is 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. 8868-16.
Property Zoning District
Lot 1, Block 21 of Highland Pines
Subdivision Fourth Addition, according to the
map or plat thereof, as recorded in the Plat
Book 33, Page 90, of the Public Records of
Pinellas County, Florida;
Low Medium Density Residential
(LMDR)
(ANX2016-02005)
Ordinance No. 8870-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
ZONING MAP
Owner(s): Hugh Heier Case: ANX2016-02005
Site: 1635 Sherwood Street
Property
Size(Acres):
ROW (Acres):
0.166
0.268
Land Use Zoning
PIN: 11-29-15-39132-021-0010
From : RL R-3
Atlas Page: 270B To: RL LMDR
LA
LU606060
6039078 39096391323
7
8
9
10
11
13
16
20
21
22
23
26 28
14
16
21
23
3
678
3 4 5
6789
3 4 5
1
2
3
4
5
3 45
8 910
111213
3
4
5
6
1
2
1
2
3
1
2
3
1
2
3
4
5
1
2
3
4
5
7
8
9
10 3
4
5
6 7
8
9
10 3
4
5
67
8
9
10
4
5
6
8
9
10
11
12
12 3
LYNN AVE RIDGE AVE NELSON AVE GENTRY ST
SHERWOOD ST
CROWN ST
LMDR
P16131323164216411647
1300
1404
1320
1612162116091409
16121229
1221
1225
1408
16221409
1405
1405
1301
1304 16261604160916141222
13161615 1409
16091305
1405
16091304
1404
1220 1226
1402
1408
16461400
1221 163416271308
1300
1220
1408
13001608 163316081225 163913051622 1318 165113041617
16151416
1404
1613OS/R
141316
163514121415
1226
1413
131516
1321
160816401634162614101412
1303 -Not to Scale--Not a Survey-Rev. 2/17/2016
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Up for CC1\Sherwood St 1635 ANX2016-
02005\Maps\ANX2016-02005 Location Map.docx
LOCATION MAP
Owner(s): Hugh Heier Case: ANX2016-02005
Site: 1635 Sherwood Street
Property
Size(Acres):
ROW (Acres):
0.166
0.268
Land Use Zoning
PIN: 11-29-15-39132-021-0010
From : RL R-3
Atlas Page: 270B To: RL LMDR
LONG ST N KEENE RD F L A G L E R D R
GREENLEA DR N HIGHLAND AVE SUNSET POINT RD
SCOTT ST
SHERWOOD ST
L I N W O O D D R RIDGE AVE LYNN AVE GENTRY ST ARDEN AVE RIDGEWAY DR LOMBARDY DR GREENHILL DR EAST DR N SATURN AVE NELSON AVE MURRAY AVE WEST DR BELLEMEADE DR SHARONDALE DR SANDY LN
CARROLL ST
THAMES ST
CROWN ST
BENTLEY ST
CARLISLE ST AMBLE LN TOWNSEND ST
PRINCE PHILIP ST
ROSEMONT DR
LOGAN ST ARIES LN E LEO LN KENESAW LN LINWOOD CIR PAMELIA DR MURRAY AVE LONG ST -Not to Scale--Not a Survey-Rev. 2/11/2016
^
PROJECT
SITE
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Up for CC1\Sherwood St 1635 ANX2016-
02005\Maps\ANX2016-02005 Aerial.docx
AERIAL PHOTOGRAPH
Owner(s): Hugh Heier Case: ANX2016-02005
Site: 1635 Sherwood Street
Property
Size(Acres):
ROW (Acres):
0.166
0.268
Land Use Zoning
PIN: 11-29-15-39132-021-0010
From : RL R-3
Atlas Page: 270B To: RL LMDR LYNN AVE LYNN AVE RIDGE AVE RIDGE AVE NELSON AVE NELSON AVE GENTRY ST GENTRY ST
SHERWOOD ST SHERWOOD ST
CROWN ST CROWN ST
CARROLL ST CARROLL ST -Not to Scale--Not a Survey-Rev. 2/11/2016
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Up for CC1\Sherwood St 1635 ANX2016-
02005\Maps\ANX2016-02005 Existing Uses.docx
EXISTING SURROUNDING USES MAP
Owner(s): Hugh Heier Case: ANX2016-02005
Site: 1635 Sherwood Street
Property
Size(Acres):
ROW (Acres):
0.166
0.268
Land Use Zoning
PIN: 11-29-15-39132-021-0010
From : RL R-3
Atlas Page: 270B To: RL LMDR
LA
LU606060
6039078 39096391323
7
8
9
10
11
13
16
20
21
22
23
26 28
14
16
21
23
3
678
3 4 5
6789
3 4 5
1
2
3
4
5
3 45
8 910
111213
3
4
5
6
1
2
1
2
3
1
2
3
1
2
3
4
5
1
2
3
4
5
7
8
9
10 3
4
5
6 7
8
9
10 3
4
5
67
8
9
10
4
5
6
8
9
10
11
12
12 3LYNN AVE RIDGE AVE NELSON AVE GENTRY ST
SHERWOOD ST
CROWN ST 161313231642
164116471300
1404
1320
1612162116091409
16121229
1221
1225
1408
16221409
1405
1405
1301
1304 16261604160916141222
13161615 1409
16091305
1405
16091304
1404
1220 1226
1402
1408
16461400
1221 16341308
1300
1220
1408
13001608 163316081225 16401639163413051622 1318 165113041617
16151416
1404
1613141316
163514121415
1226
1413
131516 16271321
1608162614101412
1303 -Not to Scale--Not a Survey-Rev. 2/11/2016
Water
Single Family
Residential
Single Family
Residential
Single Family
Residential
Single Family
Residential
Single Family
Residential
View looking south at the subject property,
1635 Sherwood Street
Across the street, north of the subject property
East of the subject property West of the subject property
ANX2016-02005
Hugh Heier
1635 Sherwood Street
View looking easterly along Sherwood Street View looking westerly along Sherwood Street
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ATA2016-02001
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.4
SUBJECT/RECOMMENDATION:
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
1216 Aloha Lane, 1310 Idlewild Drive, 1915 Macomber Avenue, 2047 and 2049 Poinsetta
Avenue, 1273 Sedeeva Circle North, 1209 and 1212 Sheridan Road and 1227 Union Street as
well as Preservation (P) Future Land Use Map designation and Preservation (P) Zoning Atlas
designation for 1915 Macomber Avenue; together with certain Aloha Lane, Douglas Avenue,
Sheridan Road, Union Street and Poinsetta Avenue right-of-way; and pass Ordinances
8847-16, 8848-16 and 8849-16 on first reading. (ATA2016-02001)
SUMMARY:
The City of Clearwater Public Utilities Department expanded sewer service into the
Idlewild/The Mall neighborhood located generally east of Douglas Avenue and west of Kings
Highway, north of Sunset Point Road and south of Union Street. A significant number of
properties within the project boundaries were in unincorporated Pinellas County. Since 2013,
115 properties have voluntarily annexed into the City as a result of this project, which was
completed in August 2015. The Planning and Development Department has identified an
additional 13 parcels in the Idlewild/The Mall Septic-to-Sewer Project area with recorded ATAs
that can be annexed into the City (see concurrent cases ATA 2016-02002 and
ATA2016-02003). This application includes nine of those properties that had agreements
recorded between 2013 and 2015.
The subject properties are occupied by nine detached dwellings on 1.289 acres of land. All
properties are contiguous to existing city limits along at least one property boundary. The
Development Review Committee is proposing that 2.345-acres of right-of-way not currently
within the City also be annexed, including portions of Aloha Lane, Poinsetta Avenue, Sheridan
Road, Douglas Avenue and Union Street. It is proposed that all properties be assigned the
Future Land Use Map designation of Residential Urban (RU) and that 1915 Macomber
Avenue also be assigned the Preservation (P) designation. The properties will be assigned the
Low Medium Density Residential (LMDR) zoning category, while 1915 Macomber Avenue will
also be assigned the Preservation (P) zoning category.
The Planning and Development Department determined that the proposed annexation is
consistent with the provisions of Clearwater Community Development Code Section 4-604.E
as follows:
·All of the properties currently receive water service from the City. Collection of solid
waste will be provided to the properties by the City. Eight of the parcels have already
been connected to the City ’s sanitary sewer system. The owner of the remaining
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ATA2016-02001
parcel, 1212 Sheridan Road, is aware that the City ’s sewer impact and assessment
fees must be paid in full in order to connect and of 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. The proposed annexation will
not have an adverse effect on public facilities and their levels of service; and
·The proposed annexation is consistent with and promotes the following objectives and
policy 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.
Policy A.7.1.3: Invoke agreements to annex where properties located within
enclaves meet the contiguity requirements of Florida Statutes Chapter 171.
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.
·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 Preservation
(P) future Land Use category on 1915 Macomber Avenue is consistent with the current
Preservation (P) boundary which was placed on the Countywide Plan Map to recognize
the watershed and drainage features on the property. The proposed zoning district to
be assigned to the properties is the Low Medium Density Residential (LMDR) District,
while 1915 Macomber Avenue will also be assigned the Preservation (P) District. The
use of the subject properties is consistent with the uses allowed in the District and
eight of the properties exceed the District ’s minimum dimensional requirements. The
property located at 1915 Macomber Avenue meets the District ’s minimum dimensions
through the Flexible Development requirements. The proposed annexation is 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 limits along at
least one property boundary. Therefore, the annexation is consistent with Florida
Statutes Chapter 171.044.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8847-16
ORDINANCE NO. 8847-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTIES
LOCATED GENERALLY SOUTH OF UNION STREET, EAST
OF DOUGLAS AVENUE, NORTH OF SUNSET POINT ROAD
AND WEST OF KINGS HIGHWAY, WHOSE POST OFFICE
ADDRESSES ARE 1216 ALOHA LANE, 1310 IDLEWILD
DRIVE, 1915 MACOMBER AVENUE, 2047 AND 2049
POINSETTA AVENUE, 1273 SEDEEVA CIRCLE NORTH,
1209 AND 1212 SHERIDAN ROAD AND 1227 UNION
STREET, ALL WITHIN CLEARWATER, FLORIDA 33755,
TOGETHER WITH CERTAIN RIGHTS-OF-WAY OF ALOHA
LANE, DOUGLAS AVENUE, SHERIDAN ROAD, UNION
STREET AND POINSETTA AVENUE, INTO THE
CORPORATE LIMITS OF THE CITY, AND REDEFINING
THE BOUNDARY LINES OF THE CITY TO INCLUDE SAID
ADDITIONS; PROVIDING AN EFFECTIVE DATE.
WHEREAS, the owners of the real properties described herein and depicted on the
maps attached hereto as Exhibits B and C have petitioned the City of Clearwater to annex
the property 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 Exhibit A for legal descriptions
(ATA2016-02001)
The maps attached as Exhibits B and C 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.
Ordinance No. 8847-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS
ATA2016‐02001
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-87912-001-0110 Lot 11, Block 1 1209 Sheridan Road
2. 03-29-15-87912-002-0040 Lot 4, Block 2 1212 Sheridan Road
3. 03-29-15-87912-003-0050 Lot 5, Block 3 1216 Aloha Lane
Together with all Right-of-Way abutting Sheridan Road, Lot 1 through Lot 4, Block 2, together with the east 30 feet of
Douglas Avenue Right-of-Way at Sheridan Road, south to southeast corner of Lot 1, Block 1;
Together with all Right-of-Way abutting Aloha Lane, Lot 2 through Lot 8, Block 3;
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
4. 03-29-15-15840-001-0130 Lot 13, Block A 1227 Union Street
The above in CLEARDUN subdivision, as recorded in PLAT BOOK 13, PAGE 47, of the Public Records of Pinellas
County, Florida;
Together with the southern 30 feet of Right-of-Way of Union Street abutting Lot 13, Block A, Cleardun Subdivision, west
approximately 1,600 feet to the northeast corner of Lot 3, Block C, Brooklawn subdivision, as recorded in PLAT BOOK 13,
PAGE 59, of the Public Records of Pinellas County, Florida.
No. Parcel ID Legal Description Address
5. 03-29-15-28098-000-0400 Lot 40 1273 Sedeeva Circle North
The above in FLORADEL subdivision, as recorded in PLAT BOOK 15, PAGE 7, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
6. 03-29-15-12060-006-0160 Lot 16, Block F 1310 Idlewild Drive
7. 03-29-15-12060-007-0060 Lot 6 & South 10ft of Lot 5, Block G 2047 Poinsetta Avenue
8. 03-29-15-12060-007-0050 North 40ft Lot 5, South 20ft Lot 4, Block G 2049 Poinsetta Avenue
Together will all Right-of-Way of Poinsetta Avenue abutting the south 25 feet of Lot 11, through Lot 16, Block F;
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 13, PAGE 59, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
9. 03-29-15-83970-000-0030 North 50ft of Lots 3 and 4 1915 Macomber Avenue
The above in BINGHAMPTON subdivision, as recorded in PLAT BOOK 12, PAGE 18, of the Public Records of Pinellas
County, Florida.
Exhibit B
PROPOSED ANNEXATION (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P
LAKE
60 60
606060
6060606060
60 60606087.7
45 404040
87.7
16532
12060
15840 46998
80388
ABC
F G
H
K
L
M
A
B
C
A
B
C
E
TRACT "B"
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5 6 7
8
9
10
11 1
2
3
4
5
6
7
15
2324
(25)
1
2
3
4
10
11
12
13 6
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
8 9 10 11 12 13 14 15 16 17
12345678910111213789101112
123 4
5
6
7
8
9101112
13 14 15 16
17
18
19
20
21222324
25 26 27 28
29
30
7 8 9 10 11 12
13
14 15 16 17 18 19 20 21 22
23
24
1
2 3 4 5 6 7 8
9
10
11
12
13
14
151617181920
2122
23
24
25
26
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23
24
1
2
3
4
5
6
7
8
9
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
18
60
63
30 36 50
J
15
7 8 9 10
11
1
1
2 3 4 5
6
7 8 9 10 11
7475
76
106 107 108 109 110 111
3
1
1
1
1
UNION ST
WOODLAWN TER N BETTY LN IDLEWILD DR
PALM ST
BERMUDA ST POINSETTA AVE ARBELIA ST THE MALL PINECREST WAY R 1998
2073
2081
12911263128412451234128312521994
2044
125712791235122312601242125412712064
20661222
12732014
2048
2021126112351222
13002025123912751266126712932020125912801271 206712331245
13012017
12451295122512461226124512392066
129012622030
12351265123412492072
126412551277127112592022
2088
2071
123112251267126612601262127220531330
12671257126120271231
1256126512782079 2084
2020
2021
200012352070
124613332028
20261220 2075
2010 131712442060
2057124212241251
125520691270
2064
1292127412831296126012532071
2022
203112791247 2056
199912561251 2026 132512772058
2077
1291123112821265203113001243
1241128712622015
20631322
2049
2080B
2068B
1244½2080A13112083 1325132112652028 1317124412462043
2052
20401268
2035
2067
131020761283
123012762039124512321237
1995
2044
2048 1331199612341286 13091232206512751250 20771253
2021
1997125512472063 134512382025 13372 0 1 7
2087
1241127313102081
13411250122320491228205012711235126612631267125012591256
20471227
2024
2068A -Not to Scale--Not a Survey-Rev. 2/12/2016
Exhibit C
PROPOSED ANNEXATION (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P 33303060
60 6060606060
80
6660 606060608060 3860 60
60
60
58
63
97 40404040
333050333060
63 6060
45
45
60
30
2809828674
499868397087912
O
F
G
G
1
2
3
4
3
4
5
6
7
8
9
12
13
14
15
16
17
1
12345678910111213
14
15
16
17
18
19
20
21 24 25 26 27 28 29 30 31 32
33
34
35
36
37
38394041424344
45 46 47 48 49 50 51
8 9
7 8 9
16 17 18
10 11
1
2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12
13
14
15
16
17
18
192021222324 25262728
1234
789
10
11
12
13
14
12
1
2
3
4
5
6
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
3233
3435
3637
3839
4041
4243
4445
4647
48
49
50
51
52
53
54
55
56
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 1213 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
37
22
60
60503360
60
2885419
123
4
56
78910
34
7
8
10
11
12
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
1
1
1
1
1
1
1
1
1
SUNSET POINT RD N BETTY LNSTATE ST
DOUGLAS AVE SEDEEVA CIR N
CHENANGO AVE COLES RD SEDEEVA CIR S
MACOMBER AVE BERTLAND WAY ALOHA LN
SHERIDAN RD
1998
118613011199188918741876187818801882188418861888189012241950
1294129012861282127812741967
125112801974
192812261949
11781875
1932
1209127611851925
11841954
1946
1994
1926 1329128512781930 12221914
194211891287
121912321980
1969
13021942
1927
1917
1952
13271943
1878 129012761229124812311200126012551256126719161203 19471222
1182196312641234
12311874
1936
192011901928
1201192412371204
1913 1272191012151230 1940
192311891978
1958
19031180
1908
1969
12001987
1901
12251940
12111962
120612071279128712091223127412561212123712341881
1944
1874 121211901940
1979
1918
1881 122712661915
1926
1218193111841925
19331274
118019091211 1918 127512701201125112241960
13001871 1224123319011244 1288191611851221
1887
1880 124612841936
193312361206 1927
1961
1938
12231239
19131240 19711225
1932
1934
1261
1952
121312581870
1936
1895
1904
1944
19811271
123312081877
1938
1920
1929
1964
12151938
1918
13041876 126819431205
1936
1930
1181B1181A1941
12991885
1818871903
1973
1216120418501209 1919
1251
1249
1923
12041935
1205128112121921
19371212
1919
1245
1995
12951996
19371217 128312061921
121012161917
11861203120112301869 12771188122012021927
1865 1273118112951915
1901
1910
1992
1214122612131217120612731257
1289-Not to Scale--Not a Survey-Rev. 2/12/2016
Ordinance No. 8848-16
ORDINANCE NO. 8848-16
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
PROPERTIES LOCATED GENERALLY SOUTH OF UNION
STREET, EAST OF DOUGLAS AVENUE, NORTH OF
SUNSET POINT ROAD AND WEST OF KINGS HIGHWAY,
WHOSE POST OFFICE ADDRESSES ARE 1216 ALOHA
LANE, 1310 IDLEWILD DRIVE, 1915 MACOMBER
AVENUE, 2047 AND 2049 POINSETTA AVENUE, 1273
SEDEEVA CIRCLE NORTH, 1209 AND 1212 SHERIDAN
ROAD AND 1227 UNION STREET, ALL WITHIN
CLEARWATER, FLORIDA 33755, UPON ANNEXATION
INTO THE CITY OF CLEARWATER, AS RESIDENTIAL
URBAN (RU) AND PRESERVATION (P); 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 categories for the hereinafter
described properties, upon annexation into the City of Clearwater, as follows:
Property Land Use
Category
See attached Exhibit A for legal descriptions Residential Urban
(RU); Preservation
(P)
(ATA2016-02001)
The maps attached as Exhibit B and C 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. 8847-16.
Ordinance No. 8848-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS
ATA2016‐02001
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-87912-001-0110 Lot 11, Block 1 1209 Sheridan Road
2. 03-29-15-87912-002-0040 Lot 4, Block 2 1212 Sheridan Road
3. 03-29-15-87912-003-0050 Lot 5, Block 3 1216 Aloha Lane
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
4. 03-29-15-15840-001-0130 Lot 13, Block A 1227 Union Street
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
5. 03-29-15-28098-000-0400 Lot 40 1273 Sedeeva Circle North
The above in FLORADEL subdivision, as recorded in PLAT BOOK 15, PAGE 7, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
6. 03-29-15-12060-006-0160 Lot 16, Block F 1310 Idlewild Drive
7. 03-29-15-12060-007-0060 Lot 6 & South 10ft of Lot 5, Block G 2047 Poinsetta Avenue
8. 03-29-15-12060-007-0050 North 40ft Lot 5, South 20ft Lot 4, Block G 2049 Poinsetta Avenue
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 13, PAGE 59, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
9. 03-29-15-83970-000-0030 North 50ft of Lots 3 and 4 1915 Macomber Avenue
The above in BINGHAMPTON subdivision, as recorded in PLAT BOOK 12, PAGE 18, of the Public Records of Pinellas
County, Florida.
Exhibit B
FUTURE LAND USE MAP (1 OF 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P
LAKE
60 60
606060
6060606060
60 60606087.7
45 404040
87.7
16532
12060
15840 46998
80388
ABC
F G
H
K
L
M
A
B
C
A
B
C
E
TRACT "B"
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5 6 7
8
9
10
11 1
2
3
4
5
6
7
15
2324
(25)
1
2
3
4
10
11
12
13 6
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
8 9 10 11 12 13 14 15 16 17
12345678910111213789101112
123 4
5
6
7
8
9101112
13 14 15 16
17
18
19
20
21222324
25 26 27 28
29
30
7 8 9 10 11 12
13
14 15 16 17 18 19 20 21 22
23
24
1
2 3 4 5 6 7 8
9
10
11
12
13
14
151617181920
2122
23
24
25
26
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23
24
1
2
3
4
5
6
7
8
9
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
18
60
63
30 36 50
J
15
7 8 9 10
11
1
1
2 3 4 5
6
7 8 9 10 11
7475
76
106 107 108 109 110 111
3
1
1
1
1
UNION ST
WOODLAWN TER N BETTY LN PALM ST
BERMUDA ST POINSETTA AVE ARBELIA ST THE MALL PINECREST WAY R RU
RU
RU
RU
RU
RU
RU
RM
RU RU
RU
RU
RU
RM
RU
RM
RU
RM
RU
P
RU
RM
RU
RURU
RU
RU
RM
RU
RM
RU
RLM
RM
RU
RU RU
RU
199813112081 13251321129112631265128412451234128312521994 13172044
125712791235122312601242125412712064
2066
127320141261123512221300 20251239127512661267204012932020125912801271 206712331245
20351283
13012017
1245129512451237122512462044
12262048 1331124512392066
1290130912622030
12351265123412492072
1264125512771271127512592022
2088
2071
12311225126712531266126012621272205313301255
12671257126120271231
12561265124712782084
2020
200012352070
124613332087
20281241
20261220 2075
2010
12442060
205712731242 134112241251125520691270
2064
1292127412831296126012532071
20221279 20501271
124712352056
199912561251 20261263 1325126712772058
1291123112821265125920311243
1241128712622015
206313222080B
2068B
1244½2080A
2073
2083
202812441246 20431222 2048
2052
20211268 2067
13102076
1230127620391232
1995
199612341286123220651250 2077
2021
1997
2079
2021
2063 134512382025 13372 0 1 7 131713102081
125012232049
203112281266125020771256130020471227
2024
2049
2068A -Not to Scale--Not a Survey-Rev. 2/17/2016
Exhibit C
FUTURE LAND USE MAP (2 OF 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P 33303060
60 6060606060
80
6660 606060608060 3860 60
60
60
58
63
97 40404040
333050333060
63 6060
45
45
60
30
2809828674
499868397087912
O
F
G
G
1
2
3
4
3
4
5
6
7
8
9
12
13
14
15
16
17
1
12345678910111213
14
15
16
17
18
19
20
21 24 25 26 27 28 29 30 31 32
33
34
35
36
37
38394041424344
45 46 47 48 49 50 51
8 9
7 8 9
16 17 18
10 11
1
2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12
13
14
15
16
17
18
192021222324 25262728
1234
789
10
11
12
13
14
12
1
2
3
4
5
6
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
3233
3435
3637
3839
4041
4243
4445
4647
48
49
50
51
52
53
54
55
56
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 1213 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
37
22
60
60503360
60
2885419
123
4
56
78910
34
7
8
10
11
12
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
1
1
1
1
1
1
1
1
1
SUNSET POINT RD N BETTY LNSTATE ST
ALOHA LN
SHERIDAN RD
COLES RDSEDEEVA CIR N
CHENANGO AVE SEDEEVA CIR S
MACOMBER AVE BERTLAND WAY RU
I
RU
RU
RU
RU
I RU
RU
RURU
P
RU
RU
RU
RU
RU
R/OS
RU
RU CG
RU
P
RU
P
RU
RU
RM CG
RU
P
RU
P
RM
1998
118613011199188918741876187818801882188418861888189012241950
1294129012861282127812741967
12801974
1928122612041949
1932
1209127611851925
11841954
1946
1994
1926 13291285127812041930 12221914
194211891287
121912321969
13021942
1917
1952
13271943
1878 129012761229124812311200126012551256191612031222 1963
12121264123412311874
1936
192011901928
1201192412371204
1913 1272191012151230 1940
192311891978
1958
19031180
190812001901
12251940
1962
12061207127912871209122312741212123712341881
1944
1874 12121940
1979
1227123012661915
19261220
12181202193111841925
19331274
19091211 12751270125112241960
13001871 1224123319011244 1288191611851221
1887
1880 124612841936
19331236 1927
1910
1961
1938
12231239
191312401214 1971
122612251932
1934
1261
1952
1213121312581870
1936
1904
1944
1981
123312081938
121712061929
1964
12151938
1918
13041876 126819431205
1936
1930
1181B1181A1941
12991885
1818871903
1973
121612511850117812091875
1919
1251
1249
1923
1980
1927
1935
1205128112121921
1937 12671947
11821919
1245
1995
12951996
193712171969
1987
1211128312061921
1210125612161917
11861190120312011918
1881
1869 127711881927
11801865
1918127312011181 12951915
1901 12061992
1895 12711877
1920 12731257
1289-Not to Scale--Not a Survey-Rev. 2/17/2016
Ordinance No. 8849-16
ORDINANCE NO. 8849 -16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTIES LOCATED
GENERALLY SOUTH OF UNION STREET, EAST OF
DOUGLAS AVENUE, NORTH OF SUNSET POINT ROAD
AND WEST OF KINGS HIGHWAY, WHOSE POST OFFICE
ADDRESSES ARE 1216 ALOHA LANE, 1310 IDLEWILD
DRIVE, 1915 MACOMBER AVENUE, 2047 AND 2049
POINSETTA AVENUE, 1273 SEDEEVA CIRCLE NORTH,
1209 AND 1212 SHERIDAN ROAD AND 1227 UNION
STREET, ALL WITHIN CLEARWATER, FLORIDA 33755,
UPON ANNEXATION INTO THE CITY OF CLEARWATER,
AS LOW MEDIUM DENSITY RESIDENTIAL (LMDR) AND
PRESERVATION (P); PROVIDING AN EFFECTIVE DATE.
WHEREAS, the assignment of zoning district classifications 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:
The maps attached as Exhibits B and C 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. 8847-16.
Property Zoning District
See attached Exhibit A for legal descriptions Low Medium Density Residential
(LMDR); Preservation (P)
(ATA2016-02001)
Ordinance No. 8849-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS
ATA2016‐02001
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-87912-001-0110 Lot 11, Block 1 1209 Sheridan Road
2. 03-29-15-87912-002-0040 Lot 4, Block 2 1212 Sheridan Road
3. 03-29-15-87912-003-0050 Lot 5, Block 3 1216 Aloha Lane
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
4. 03-29-15-15840-001-0130 Lot 13, Block A 1227 Union Street
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
5. 03-29-15-28098-000-0400 Lot 40 1273 Sedeeva Circle North
The above in FLORADEL subdivision, as recorded in PLAT BOOK 15, PAGE 7, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
6. 03-29-15-12060-006-0160 Lot 16, Block F 1310 Idlewild Drive
7. 03-29-15-12060-007-0060 Lot 6 & South 10ft of Lot 5, Block G 2047 Poinsetta Avenue
8. 03-29-15-12060-007-0050 North 40ft Lot 5, South 20ft Lot 4, Block G 2049 Poinsetta Avenue
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 13, PAGE 59, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
9. 03-29-15-83970-000-0030 North 50ft of Lots 3 and 4 1915 Macomber Avenue
The above in BINGHAMPTON subdivision, as recorded in PLAT BOOK 12, PAGE 18, of the Public Records of Pinellas
County, Florida.
Exhibit B
ZONING MAP (1 OF 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P
LAKE
60 60
606060
6060606060
60 60606087.7
45 404040
87.7
16532
12060
15840 46998
80388
ABC
F G
H
K
L
M
A
B
C
A
B
C
E
TRACT "B"
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5 6 7
8
9
10
11 1
2
3
4
5
6
7
15
2324
(25)
1
2
3
4
10
11
12
13 6
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
8 9 10 11 12 13 14 15 16 17
12345678910111213789101112
123 4
5
6
7
8
9101112
13 14 15 16
17
18
19
20
21222324
25 26 27 28
29
30
7 8 9 10 11 12
13
14 15 16 17 18 19 20 21 22
23
24
1
2 3 4 5 6 7 8
9
10
11
12
13
14
151617181920
2122
23
24
25
26
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23
24
1
2
3
4
5
6
7
8
9
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
18
60
63
30 36 50
J
15
7 8 9 10
11
1
1
2 3 4 5
6
7 8 9 10 11
7475
76
106 107 108 109 110 111
3
1
1
1
1
UNION ST
WOODLAWN TER N BETTY LN PALM ST
BERMUDA ST POINSETTA AVE ARBELIA ST THE MALL PINECREST WAY R LMDR
MDR
199813112073
2081 13251321129112631265128412451234128312521994 13172044
125712791235122312601242125412712043
2064
20661222
12732014
2048
2021126112351222
130020251239127512661267204012932020125912801271 206712331245
20351283
13012017
1245129512451237122512462044
12262048 1331124512392066
1290130912622030
12351265123412492072
1264125512771271127512592022
2088
2071
123112251267125312661260126212721330125512671257126120271231
12561265124712782079 2084
2020
2021
200012352070 1337124613332087
20281241
20261220 2075
2010 13171244206012731242 2081
134112241251125520691270
2064
1292127412831296126012532071
2022
203112792050127112471235 2056
199912561251 20261263 1325126712772058
2077
1291123112821265125920311243
1241128712622015
20631322
2049
2080B
2068B
1244½2080A
LMDR
2083
202812441246 205212682067
13102076
1230127620391232
1995
199612341286123220651250 2077
2021
1997
2053
2063 134512382025
2 0 17
2057
13101250122320491228126612501256
130020471227
2024
2068A -Not to Scale--Not a Survey-Rev. 2/17/2016
Exhibit C
ZONING MAP (2 OF 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P 33303060
60 6060606060
80
6660 606060608060 3860 60
60
60
58
63
97 40404040
333050333060
63 6060
45
45
60
30
2809828674
499868397087912
O
F
G
G
1
2
3
4
3
4
5
6
7
8
9
12
13
14
15
16
17
1
12345678910111213
14
15
16
17
18
19
20
21 24 25 26 27 28 29 30 31 32
33
34
35
36
37
38394041424344
45 46 47 48 49 50 51
8 9
7 8 9
16 17 18
10 11
1
2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12
13
14
15
16
17
18
192021222324 25262728
1234
789
10
11
12
13
14
12
1
2
3
4
5
6
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
3233
3435
3637
3839
4041
4243
4445
4647
48
49
50
51
52
53
54
55
56
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 1213 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
37
22
60
60503360
60
2885419
123
4
56
78910
34
7
8
10
11
12
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
1
1
1
1
1
1
1
1
1
SUNSET POINT RD N BETTY LNSTATE ST
COLES RDSHERIDAN RD
ALOHA LN
SEDEEVA CIR N
CHENANGO AVE SEDEEVA CIR S
MACOMBER AVE BERTLAND WAY I
LMDR
LMDR
MDR
I
MDR
MDR
OS/R
C
1998
188918741876187818801882188418861888189012241903
1950
1294129012861282127812741967
12801974
1928122612041949
11781875
1932
1209127611851925
11841954
1946
1994
1926 13291285127812041930 12221914
194211891287
121912321980
13021942
1927
1917
1952
1943
1878 129012761229124812311200126012551256126719161203 1947
11821963
12121264123412311874
1936
1920
1928
1201192412371204
1913 1272191012151230 1940
192311891978
1958
1908
1969
12001987
1901
12251940
12111962
120612071279128712091223127412561212123712341881
1944
18741190 1940
12031979
1918
1881 1227123012661915
19261220
1218120219311925
19331274
118019091211 1918 127512701201125112241960
13001224123319011244 1288191611851221
1880 124612841901
1936
193312361206 1927
1910
1961
1938
12231239
191312401214 1971
122612251932
1934
1261
1952
1213121312581870
1936
1895
1904
1944
1981
123312081877
1938
12171920
12061929
1964
12151938
1918
13041876 126819431205
1936
1930
LMDR
LMDR
LMDR
LMDR
LMDR
LMDR
LMDR
MD
MD
19411186
1301129911991885
1818871973
1216125118501209 1919
1251
1249
1923
1969
1935
12051327128112121921
19371222
1919
1245
1995
12951996
119019371217
19031180 128312061921
121012161917
1186121212011869 1277118811841927
1865 127311811871 12951887
1915
1992
127112731257
12891181B1181A-Not to Scale--Not a Survey-Rev. 2/17/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5A - ATA2016-02001\Maps\ATA2016-
02001 Location.docx
LOCATION MAP
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P
UNION ST KINGS HWY N BETTY LN DOUGLAS AVE SUNSET POINT RD N HIGHLAND AVE OVERBROOK AVE IDLEWILD DR
PALM ST
OTTEN ST
JOEL LN
B Y R A M D R SANDY LN
STATE ST
MARY L RD BROADWAY PINELAND DR TERRACE RD
BERMUDA ST SPRINGTIME AVE SEDEEVA CIR N
SYLVAN DR RIDGELANE RD ARBELIA ST FLORA RD WILSON RD PLATEAU RD SYLVAN DRALPINE RD CHENANGO AVE WESTON DR IVA ST
SPRING LN
THAMES LN
MARINE ST N WASHINGTON AVE ER I N L N PINELAND DRJADE AVE GRANADA ST
SEDEEVA CIR S
F U L L E R D R
BENTLEY ST
PORT WAY STRATHMILL DR SPRINGTIME AVE -Not to Scale--Not a Survey-Rev. 2/12/2016
^
^
^
^
^
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5A - ATA2016-02001\Maps\ATA2016-
02001 Aerial 1 of 2.docx
AERIAL PHOTOGRAPH (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P
IDLEWILD DR IDLEWILD DR N BETTY LN N BETTY LN PALM ST PALM ST
WOODLAWN TER
WOODLAWN TER POINSETTA AVE POINSETTA AVE THE MALL THE MALL BERMUDA ST BERMUDA ST
ARBELIA ST ARBELIA ST PINECREST WAY PINECREST WAY UNION ST UNION ST
S H O R E D R S H O R E D R -Not to Scale--Not a Survey-Rev. 2/12/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5A - ATA2016-02001\Maps\ATA2016-
02001 Aerial 2 of 2.docx
AERIAL PHOTOGRAPH (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P N BETTY LN N BETTY LN DOUGLAS AVE DOUGLAS AVE SUNSET POINT RD SUNSET POINT RD
SEDEEVA CIR NSEDEEVA CIR N
STATE ST STATE ST CHENANGO AVE CHENANGO AVE COLES RD COLES RD SEDEEVA CIR SSEDEEVA CIR S
MACOMBER AVE MACOMBER AVE SYLVAN DRSYLVAN DRBERTLAND WAY BERTLAND WAY PINELAND DRPINELAND DRALOHA LN ALOHA LN
SHERIDAN RD SHERIDAN RD
F U L L E R D R
F U L L E R D R -Not to Scale--Not a Survey-Rev. 2/12/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5A - ATA2016-02001\Maps\ATA2016-
02001 Existing 1 of 2.docx
EXISTING SURROUNDING USES MAP (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P
LAKE
60 60
606060
6060606060
60 60606087.7
45 404040
87.7
16532
12060
15840 46998
80388
ABC
F G
H
K
L
M
A
B
C
A
B
C
E
TRACT "B"
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5 6 7
8
9
10
11 1
2
3
4
5
6
7
15
2324
(25)
1
2
3
4
10
11
12
13 6
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
12 13 14 15 16 17 18 19 20 21 22
2324252627282930313233
8 9 10 11 12 13 14 15 16 17
12345678910111213789101112
123 4
5
6
7
8
9101112
13 14 15 16
17
18
19
20
21222324
25 26 27 28
29
30
7 8 9 10 11 12
13
14 15 16 17 18 19 20 21 22
23
24
1
2 3 4 5 6 7 8
9
10
11
12
13
14
151617181920
2122
23
24
25
26
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
23
24
1
2
3
4
5
6
7
8
9
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
18
60
63
30 36 50
J
15
7 8 9 10
11
1
1
2 3 4 5
6
7 8 9 10 11
7475
76
106 107 108 109 110 111
3
1
1
1
1
UNION ST
WOODLAWN TER N BETTY LN IDLEWILD DR
PALM ST
BERMUDA ST POINSETTA AVE ARBELIA ST THE MALL PINECREST WAY R 1998
2073
2081
12911263128412451234128312521994
2044
125712791235122312601242125412712064
20661222
12732014
2048
2021126112351222
13002025123912751266126712932020125912801271 206712331245
13012017
12451295122512461226124512392066
129012622030
12351265123412492072
126412551277127112592022
2088
2071
123112251267126612601262127220531330
12671257126120271231
1256126512782079 2084
2020
2021
200012352070
124613332028
20261220 2075
2010 131712442060
2057124212241251
125520691270
2064
1292127412831296126012532071
2022
203112791247 2056
199912561251 2026 132512772058
2077
1291123112821265203113001243
1241128712622015
20631322
2049
2080B
2068B
1244½2080A13112083 1325132112652028 1317124412462043
2052
20401268
2035
2067
131020761283
123012762039124512321237
1995
2044
2048 1331199612341286 13091232206512751250 20771253
2021
1997125512472063 134512382025 13372 0 1 7
2087
1241127313102081
13411250122320491228205012711235126612631267125012591256
20471227
2024
2068A -Not to Scale--Not a Survey-Rev. 2/12/2016
Single Family Residential
Single Family Residential
Single Family Residential
Single Family Residential
Multi Family
Residential
Single Family Residential
Dunedin
Woodland
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5A - ATA2016-02001\Maps\ATA2016-
02001 Existing 2 of 2.docx
EXISTING SURROUNDING USES MAP (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02001
Site:
Idlewild Septic-to-Sewer Project Area: Nine
properties generally south of Union Street, east
of Douglas Avenue, north of Sunset Point Road
(CR-576), and west of Kings Highway
Property
Size(Acres):
ROW (Acres):
1.289
2.345
Land Use Zoning
PIN: Parcels – See Exhibit A
From : RU, P R-4
Atlas Page: 251B To: RU, P LMDR, P 33303060
60 6060606060
80
6660 606060608060 3860 60
60
60
58
63
97 40404040
333050333060
63 6060
45
45
60
30
2809828674
499868397087912
O
F
G
G
1
2
3
4
3
4
5
6
7
8
9
12
13
14
15
16
17
1
12345678910111213
14
15
16
17
18
19
20
21 24 25 26 27 28 29 30 31 32
33
34
35
36
37
38394041424344
45 46 47 48 49 50 51
8 9
7 8 9
16 17 18
10 11
1
2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12
13
14
15
16
17
18
192021222324 25262728
1234
789
10
11
12
13
14
12
1
2
3
4
5
6
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
3233
3435
3637
3839
4041
4243
4445
4647
48
49
50
51
52
53
54
55
56
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 1213 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
37
22
60
60503360
60
2885419
123
4
56
78910
34
7
8
10
11
12
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
1
1
1
1
1
1
1
1
1
SUNSET POINT RD N BETTY LNSTATE ST
DOUGLAS AVE SEDEEVA CIR N
CHENANGO AVE COLES RD SEDEEVA CIR S
MACOMBER AVE BERTLAND WAY ALOHA LN
SHERIDAN RD
1998
118613011199188918741876187818801882188418861888189012241950
1294129012861282127812741967
125112801974
192812261949
11781875
1932
1209127611851925
11841954
1946
1994
1926 1329128512781930 12221914
194211891287
121912321980
1969
13021942
1927
1917
1952
13271943
1878 129012761229124812311200126012551256126719161203 19471222
1182196312641234
12311874
1936
192011901928
1201192412371204
1913 1272191012151230 1940
192311891978
1958
19031180
1908
1969
12001987
1901
12251940
12111962
120612071279128712091223127412561212123712341881
1944
1874 121211901940
1979
1918
1881 122712661915
1926
1218193111841925
19331274
118019091211 1918 127512701201125112241960
13001871 1224123319011244 1288191611851221
1887
1880 124612841936
193312361206 1927
1961
1938
12231239
19131240 19711225
1932
1934
1261
1952
121312581870
1936
1895
1904
1944
19811271
123312081877
1938
1920
1929
1964
12151938
1918
13041876 126819431205
1936
1930
1181B1181A1941
12991885
1818871903
1973
1216120418501209 1919
1251
1249
1923
12041935
1205128112121921
19371212
1919
1245
1995
12951996
19371217 128312061921
121012161917
11861203120112301869 12771188122012021927
1865 1273118112951915
1901
1910
1992
1214122612131217120612731257
1289-Not to Scale--Not a Survey-Rev. 2/12/2016
Single Family
Residential
Single Family Residential
Place of
Worship
Woodland UtilitiesRetail Single Family
Residential
Retail
Single Family
Residential Water Retail
Single Family
Residential
View looking north at the subject property, 1216 Aloha Lane Across the street, south of the subject property
East of the subject property West of the subject property
ATA2016-02001
Walter F. Mott
1216 Aloha Lane
View looking easterly along Aloha Lane View looking westerly along Aloha Lane
View looking north at the subject property, 1310 Idlewild Drive Across the street, south of the subject property
East of the subject property West of the subject property
ATA2016-02001
Eric Fiske
1310 Idlewild Drive
View looking easterly along Idlewild Drive View looking westerly along Idlewild Drive
View looking east at the subject property, 1915 Macomber Avenue Across the street, west of the subject property
North of the subject property South of the subject property
ATA2016-02001
Nicholas J. Stewart
1915 MacomberAvenue
View looking northerly along Macomber Avenue View looking southerly along Macomber Avenue
View looking east at the subject property, 2047 Poinsetta Avenue Across the street, west of the subject property
North of the subject property South of the subject property
ATA2016-02001
Shirley J. & Jerry A. Watson
2047 PoinsettaAvenue
View looking northerly along Poinsetta Avenue View looking southerly along Poinsetta Avenue
View looking east at the subject property, 2049 Poinsetta Avenue Across the street, west of the subject property
North of the subject property South of the subject property
ATA2016-02001
Emil Baltic & Angela Mitchell
2049 PoinsettaAvenue
View looking northerly along Poinsetta Avenue View looking southerly along Poinsetta Avenue
View looking south at the subject property, 1273 Sedeeva Circle N Across the street, north of the subject property
East of the subject property West of the subject property
ATA2016-02001
Patrick B. Voyles
1273 Sedeeva Circle N
View looking easterly along Sedeeva Circle N View looking westerly along Sedeeva Circle N
View looking south at the subject property, 1209 Sheridan Road Across the street, north of the subject property
East of the subject property West of the subject property
ATA2016-02001
Maria D. & Terrance Alex Gomes
1209 Sheridan Road
View looking easterly along Sheridan Road View looking westerly along Sheridan Road
View looking north at the subject property, 1212 Sheridan Road Across the street, south of the subject property
East of the subject property West of the subject property
ATA2016-02001
James Clarence Miles, II
1212 Sheridan Road
View looking easterly along Sheridan Road View looking westerly along Sheridan Road
View looking south at the subject property, 1227 Union Street Across the street, north of the subject property
East of the subject property West of the subject property
ATA2016-02001
Frantz G. Paultre
1227 Union Street
View looking easterly along Union Street View looking westerly along Union Street
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ATA2016-02002
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.5
SUBJECT/RECOMMENDATION:
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
2040 Poinsetta Avenue, 1208 and 1210 Sunset Point Road; together with certain Sunset Point
Road and Douglas Avenue right-of-way; and pass Ordinances 8850-16, 8851-16 and 8852-16
on first reading. (ATA2016-02002)
SUMMARY:
The City of Clearwater Public Utilities Department expanded sewer service into the
Idlewild/The Mall neighborhood located generally east of Douglas Avenue and west of Kings
Highway, north of Sunset Point Road and south of Union Street. A significant number of
properties within the project boundaries were in unincorporated Pinellas County. To date, 124
properties have voluntarily annexed into the City as a result of this project, including the nine
properties annexed through ATA 2016-02001 (also on this City Council agenda). This
application includes three properties in the Idlewild /The Mall Septic-to-Sewer Project area that
had agreements recorded between 2011 and 2014 which can now be annexed into the City.
The subject properties are occupied by three detached dwellings on 0.477 acres of land. All
properties are contiguous to existing city boundaries in at least one direction. The
Development Review Committee is proposing that 0.677-acres of Sunset Point Road and
Douglas Avenue right -of-way not currently within the City also be annexed. It is proposed that
the properties be assigned a Future Land Use Map designation of Residential Urban (RU) and
a zoning category of Low Medium Density Residential (LMDR).
The Planning and Development Department determined that the proposed annexation is
consistent with the provisions of Clearwater Community Development Code Section 4-604.E
as follows:
·All of the properties currently receive water and sewer service from the City. Collection
of solid waste will be provided to the properties by the City. 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 solid waste, police, fire and
EMS service. The proposed annexation will not have an adverse effect on public
facilities and their levels of service; and
·The proposed annexation is consistent with and promotes the following objectives and
policy of the Clearwater Comprehensive Plan:
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ATA2016-02002
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.
Policy A.7.1.3: Invoke agreements to annex where properties located within
enclaves meet the contiguity requirements of Florida Statutes Chapter 171.
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.
·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 all of the properties exceed the District ’s minimum dimensional
requirements. The proposed annexation is 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 limits along at
least one property boundary. Therefore, the annexation is consistent with Florida
Statutes Chapter 171.044.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8850-16
ORDINANCE NO. 8850-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTIES
LOCATED GENERALLY SOUTH OF UNION STREET, EAST
OF DOUGLAS AVENUE, NORTH OF SUNSET POINT ROAD
AND WEST OF KINGS HIGHWAY, WHOSE POST OFFICE
ADDRESSES ARE 2040 POINSETTA AVENUE, 1208 AND
1210 SUNSET POINT ROAD, ALL WITHIN CLEARWATER,
FLORIDA 33755, TOGETHER WITH CERTAIN RIGHTS-OF-
WAY OF SUNSET POINT ROAD AND DOUGLAS AVENUE,
INTO THE CORPORATE LIMITS OF THE CITY, AND
REDEFINING THE BOUNDARY LINES OF THE CITY TO
INCLUDE SAID ADDITIONS; PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the owners of the real properties described herein and depicted on the
maps attached hereto as Exhibits B and C have petitioned the City of Clearwater to annex
the property 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 Exhibit A for legal descriptions
(ATA2016-02002)
The maps attached as Exhibits B and C 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.
Ordinance No. 8850-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS A TA2016-02002
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-87912-001-0040 Lot 4, Block 1 1208 Sunset Point Road
2. 03-29-15-87912-001-0050 Lots 5 and 6, Block 1 1210 Sunset Point Road
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
Together with all Right-of-Way abutting Sunset Point Road, Lot 1, and Lots 3 through 6, Block 1, Sunset Knoll subdivision,
Together with the east 30 feet of Right-of-Way of Douglas Avenue abutting Lot 1, Block 1, Sunset Knoll subdivision, south
approximately 290 feet to southwest corner of Lot 7, Block A, Harbor Vista subdivision, as recorded in PLAT BOOK 18,
PAGE 41, of the Public Records of Pinellas County, Florida.
No. Parcel ID Legal Description Address
3. 03-29-15-12060-006-0150 Lot 15, Block F 2040 Poinsetta Avenue
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 13, PAGE 59, of the Public Records of Pinellas
County, Florida.
Exhibit B
PROPOSED ANNEXATION (1of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR
60 60 60
60606060606060
87.7
87.7
12060
ABC
F G
H
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
7
8
9
1
2
3 9
10
11 1
2
3
2222324
4
5
6
7
8
9
16
17
18
19
20
21
28
29
30
23
24
1
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1630 36 1
UNION ST THE MALL N BETTY LN IDLEWILD DR POINSETTA AVE LANTANA AVE ARBELIA ST
PALM ST 13112073
2081 132513211291131720441279
2043
2064
2066
20481293 2067
20351283
13012080
2044
2048 13312066
129013092030
20721275 2088
2071
2053133012782079 2084
2000 13452070 133713332087
2028
2075
13172060
2057
2081
13412069
2064
129212832049
2071
203112792050
2056
2026 13252058
2077
128220311300 2047
20631322
2049
2080B
2068B
2080A
BERMUDA ST
2083
2
20
2052
2040
2067
2076
2039
2065
2077
2063
1310134922068A-Not to Scale--Not a Survey-Rev. 2/17/2016
Exhibit C
PROPOSED ANNEXATION (2 OF 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN
SHERIDAN RD SPRINGTIME AVE SYLVAN DRPINELAND DRSPRINGTIME AVE 1903 121612511204185011781866118418721204193012191942
1917
1927
12051943
1878 1231121212031870
1933
118212121878 123118741172 1913
1910
11671863 12001901
12251929
12061882 121612341881 11861874
1941
120312011881 122712301869
1943
1869
1915122012181202
11801865
19091211191512011224
1871
1880 12461933
1910
1223121412261934
121312131870
1936
1895
1904
1877 121712151938
187611991885
30
12091875 12096
0
1860
10
120142
12118
12106
2
28
2
122411701887
1901
1856 120812061181B1181A-Not to Scale--Not a Survey-Rev. 2/18/2016
Ordinance No. 8851-16
ORDINANCE NO. 8851-16
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
PROPERTIES LOCATED GENERALLY SOUTH OF UNION
STREET, EAST OF DOUGLAS AVENUE, NORTH OF
SUNSET POINT ROAD AND WEST OF KINGS HIGHWAY,
WHOSE POST OFFICE ADDRESSES ARE 2040
POINSETTA AVENUE, 1208 AND 1210 SUNSET POINT
ROAD, ALL WITHIN 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 Exhibit A for legal descriptions Residential Urban
(RU)
(ATA2016-02002)
The maps attached as Exhibits B and C 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. 8850-16.
Ordinance No. 8851-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
LEGAL DESCRIPTIONS A TA2016-02002
=========================================================================================
No. Parcel ID Legal Description Address
1. 03-29-15-87912-001-0040 Lot 4, Block 1 1208 Sunset Point Road
2. 03-29-15-87912-001-0050 Lots 5 and 6, Block 1 1210 Sunset Point Road
The above in SUNSET KNOLL subdivision, as recorded in PLAT BOOK 24, PAGE 26, of the Public Records of Pinellas
County, Florida.
No. Parcel ID Legal Description Address
3. 03-29-15-12060-006-0150 Lot 15, Block F 2040 Poinsetta Avenue
The above in BROOKLAWN subdivision, as recorded in PLAT BOOK 13, PAGE 59, of the Public Records of Pinellas
County, Florida.
Exhibit B
FUTURE LAND USE MAP (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR
60 60 60
60606060606060
87.7
87.7
12060
ABC
F G
H
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
7
8
9
1
2
3 9
10
11 1
2
3
2222324
4
5
6
7
8
9
16
17
18
19
20
21
28
29
30
23
24
1
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1630 36 1
RU
RU
RU RU
RU
RU
RU
RU
RURU
RU
RM
RU
RU
RU
RM
RU
RU
RM
RU
RU
RU
RU
RM
RU
RMRM
RU
UNION ST THE MALL N BETTY LN IDLEWILD DR POINSETTA AVE LANTANA AVE ARBELIA ST
PALM ST 13112073
2081 132513211291131720441279
2043
2064
2066
20481293 2067
20351283 2080
2044
2048 13312066
129013092030
20721275
2071133012782079 2084
2000 13452070 133713332087
2028
2075
2060
2057
2081
13412069
2064
129212832071
12792050
2056
2026 132520581282
1300206313222080B
2068B
2080A
2083
2
20
2052
2040
2067
2076
13012039
2065
20882077
2053
2063
1317131013492049
2031
2
2077
2031
2047
2049
2068A -Not to Scale--Not a Survey-Rev. 2/17/2016
Exhibit C
FUTURE LAND USE MAP (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR 3363
97 4040404030 333063
87912
1
2
3
4
1011
13
15
17
19
21
23
25
27
29
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 12 13 14
8
1
2
3
4
5
6
7
8
15 16 17 18 19 20 21 22
23
24
25
26
27
28
29
30
3134
35
36
37
38
39
40
41
42
60 503330
60
60
5
6 7
8
10
11
12
1 2 3 4 5
6
7
8
9
10
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
1
1
1
1
RU
I
RU
RU
RU
RU
RU CGRU
P
RU
RM
RU
P
CG
RU
P
RU
RU
RM DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN
SHERIDAN RD SPRINGTIME AVE SYLVAN DRPINELAND DRSPRINGTIME AVE 11991204185018661209118418721204193012191942
1927
1943
1878 1231121212031870 118212121231187411721201 1913
1910
11671863 12001901
12251929
12061882 121612341881
1874 12031201122712301869
1943
1915122012181202
1909121112011224
1871 12241887
1880 12461933
1910
1223121412261934
121312131870
1936
1904121712151938
18761181B1181A1885
1903 1216125130
11781875 12091917
6
12050
1860
1933
1878
10
42
12118
12106
11861941
2
1881
1869
28
11801865
19152
11701901
1856
18951208
1877 1206-Not to Scale--Not a Survey-Rev. 2/17/2016
Ordinance No. 8852-16
ORDINANCE NO. 8852 -16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTIES LOCATED
GENERALLY SOUTH OF UNION STREET, EAST OF
DOUGLAS AVENUE, NORTH OF SUNSET POINT ROAD
AND WEST OF KINGS HIGHWAY, WHOSE POST OFFICE
ADDRESSES ARE 2040 POINSETTA AVENUE, 1208 AND
1210 SUNSET POINT ROAD, ALL WITHIN 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:
The maps attached as Exhibits B and C 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. 8850-16.
Property Zoning District
See attached Exhibit A for legal descriptions Low Medium Density Residential
(LMDR)
(ATA2016-02002)
Ordinance No. 8852-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit B
ZONING MAP (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR
60 60 60
60606060606060
87.7
87.7
12060
ABC
F G
H
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
7
8
9
1
2
3 9
10
11 1
2
3
2222324
4
5
6
7
8
9
16
17
18
19
20
21
28
29
30
23
24
1
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1630 36 1
UNION ST THE MALL N BETTY LN IDLEWILD DR POINSETTA AVE LANTANA AVE ARBELIA ST
PALM ST
LMDR
MDR13112073
2081 132513211291131720441279
2043
2064
2066
20481293 2067
20351283
13012080
2044
2048 13312066
129013092030
20721275 2088
2071
2053133012782079 2084
2000 13452070 133713332087
2028
2075
13172060
2057
2081
13412069
2064
129212832049
2071
203112792050
2056
2026 13252058
2077
128220311300 20631322
2049
2080B
2068B
2080A
2083
2
20
2052
2040
2067
2076
2039
2065
2077
2063
131013492
2047
2068A -Not to Scale--Not a Survey-Rev. 2/16/2016
Exhibit C
ZONING MAP (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR 3363
97 4040404030 333063
87912
1
2
3
4
1011
13
15
17
19
21
23
25
27
29
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 12 13 14
8
1
2
3
4
5
6
7
8
15 16 17 18 19 20 21 22
23
24
25
26
27
28
29
30
3134
35
36
37
38
39
40
41
42
60 503330
60
60
5
6 7
8
10
11
12
1 2 3 4 5
6
7
8
9
10
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
1
1
1
1 DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN
SHERIDAN RD SPRINGTIME AVE SYLVAN DRPINELAND DRSPRINGTIME AVE I
MDR
C
LMDR
LMDR
LMDR
MDR
LMDR
LMDR
LMDR
LMDR
LMDR
11991903
1251120418501178186612091875120911841872
1930
1942
1927
12051878 1231121212031870
1933
118218781172 12011913
1910
11671863 12001901
12251929
121112061882 121612341881
1874
1941
1881 12271869
1943
19151218
11801909121112011224
12241887
1880 12461901
1933
1910
12231934
121312131870
1936
1895
1904
1877 121712151938
1181B1181A1885 121630
120412191917
6
0
1943
1860 121212311874
10
42
8
12106
118612032
120112301869 1220120228
1865
19152
18711170
1856 12141226120812061876 -Not to Scale--Not a Survey-Rev. 2/17/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5B - ATA2016-02002\Maps\ATA2016-
02002 Location.docx
LOCATION MAP
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR
UNION ST KINGS HWY N BETTY LN DOUGLAS AVE SUNSET POINT RD
IDLEWILD DR
WOODLAWN TER
PALM ST
STATE ST BROADWAY OVERBROOK AVE BERMUDA ST POINSETTA AVE SEDEEVA CIR N
ARBELIA ST THE MALL SYLVAN DRALPINE RD CHENANGO AVE IVA ST
SEDEEVA ST
VISTA WAY PINELAND DRCOLES RD ALOHA LN N EVERGREEN AVE BARBARA AVE FULLER DR MACOMBER AVE SPRINGTIME AVE BYRAM DR
PORT WAY
SPRING LN PLAZA DOLORESSTARBOARD WAY PINECREST WAY SPRINGTIME AVE -Not to Scale--Not a Survey-Rev. 2/17/2016
^
PROJECT
SITE
^
PROJECT
SITES
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5B - ATA2016-02002\Maps\ATA2016-
02002 Aerial 1 of 2.docx
AERIAL PHOTOGRAPH (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR
UNION ST UNION ST THE MALL THE MALL N BETTY LN N BETTY LN IDLEWILD DR IDLEWILD DR POINSETTA AVE POINSETTA AVE LANTANA AVE LANTANA AVE ARBEL IA ST ARBELIA ST
PALM ST PALM ST
BERMUDA ST BERMUDA ST -Not to Scale--Not a Survey-Rev. 2/16/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5B - ATA2016-02002\Maps\ATA2016-
02002 Aerial 2 of 2.docx
AERIAL PHOTOGRAPH (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR DOUGLAS AVE DOUGLAS AVE SUNSET POINT RD SUNSET POINT RD COLES RD COLES RD ALOHA LN ALOHA LN
SHERIDAN RD SHERIDAN RD SYLVAN DRSYLVAN DRSPRINGTIME AVE SPRINGTIME AVE PINELAND DRPINELAND DRSPRINGTIME AVE SPRINGTIME AVE -Not to Scale--Not a Survey-Rev. 2/16/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5B - ATA2016-02002\Maps\ATA2016-
02002 Existing 1 of 2.docx
EXISTING SURROUNDING USES MAP (1 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR
60 60 60
60606060606060
87.7
87.7
12060
ABC
F G
H
12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
7
8
9
1
2
3 9
10
11 1
2
3
2222324
4
5
6
7
8
9
16
17
18
19
20
21
28
29
30
23
24
1
10
11
12
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1 2 3 4
5
6
78
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1630 36 1
UNION ST THE MALL N BETTY LN IDLEWILD DR POINSETTA AVE LANTANA AVE ARBELIA ST
PALM ST 13112073
2081 132513211291131720441279
2043
2064
2066
20481293 2067
20351283
13012080
2044
2048 13312066
129013092030
20721275 2088
2071
2053133012782079 2084
2000 13452070 133713332087
2028
2075
13172060
2057
2081
13412069
2064
129212832049
2071
203112792050
2056
2026 13252058
2077
128220311300 2047
20631322
2049
2080B
2068B
2080A
BERMUDA ST
2083
2
20
2052
2040
2067
2076
2039
2065
2077
2063
1310134922068A-Not to Scale--Not a Survey-Rev. 2/17/2016
Single Family Residential
Single Family Residential
Single Family Residential
Multi Family
Residential Single Family
Residential
Single Family
Residential
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5B - ATA2016-02002\Maps\ATA2016-
02002 Existing 2 of 2.docx
EXISTING SURROUNDING USES MAP (2 of 2)
Owner(s): MULTIPLE OWNERS Case: ATA2016-02002
Site:
1208 Sunset Point Road
1210 Sunset Point Road
2040 Poinsetta Avenue
Property
Size(Acres):
ROW (Acres):
0.476
0.677
Land Use Zoning
PIN:
03-29-15-87912-001-0040
03-29-15-87912-001-0050
03-29-15-12060-006-0150 From : RU R-4
Atlas Page: 251B To: RU LMDR DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN
SHERIDAN RD SPRINGTIME AVE SYLVAN DRPINELAND DRSPRINGTIME AVE 1903 121612511204185011781866118418721204193012191942
1917
1927
12051943
1878 1231121212031870
1933
118212121878 123118741172 1913
1910
11671863 12001901
12251929
12061882 121612341881 11861874
1941
120312011881 122712301869
1943
1869
1915122012181202
11801865
19091211191512011224
1871
1880 12461933
1910
1223121412261934
121312131870
1936
1895
1904
1877 121712151938
187611991885
30
12091875 12096
0
1860
10
120142
12118
12106
2
28
2
122411701887
1901
1856 120812061181B1181A-Not to Scale--Not a Survey-Rev. 2/18/2016Single Family Residential
Single Family Residential
Single Family
Residential
Single Family
Residential
Single Family Residential
Single Family Residential
View looking west at the subject property, 2040 Poinsetta Avenue Across the street, east of the subject property
North of the subject property South of the subject property
ATA2016-02002
Guillermo & Gladys Lopez
2040 PoinsettaAvenue
View looking northerly along Poinsetta Avenue View looking southerly along Poinsetta Avenue
View looking north at the subject property,
1208 Sunset Point Road
Across the street, south of the subject property
East of the subject property West of the subject property
ATA2016-02002
Abdalla Salous
1208 Sunset Point Road
View looking easterly along Sunset Point Road View looking westerly along Sunset Point Road
View looking north at the subject property,
1210 Sunset Point Road
Across the street, south of the subject property
East of the subject property West of the subject property
ATA2016-02002
Kenneth M. S. Gillespie
1210 Sunset Point Road
View looking easterly along Sunset Point Road View looking easterly along Sunset Point Road
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ATA2016-02003
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.6
SUBJECT/RECOMMENDATION:
Approve the annexation, initial Future Land Use Map designation of Residential Urban (RU)
for 1224 Sunset Point Road and initial Zoning Atlas designation of Low Medium Density
Residential (LMDR) District; together with certain Sunset Point Road right-of-way; and pass
Ordinances 8853-16, 8854-16 and 8855-16 on first reading. (ATA2016-02003)
SUMMARY:
The City of Clearwater Public Utilities Department expanded sewer service into the
Idlewild/The Mall neighborhood located generally east of Douglas Avenue and west of Kings
Highway, north of Sunset Point Road and south of Union Street. A significant number of
properties within the project boundaries were in unincorporated Pinellas County. To date, 127
properties have voluntarily annexed into the City as a result of this project, including the nine
properties annexed in through ATA 2016-02001 and the three properties annexed in through
ATA2016-02002 (both also on this City Council agenda). This application includes one
property in the Idlewild /The Mall Septic-to-Sewer Project area with an ATA recorded in 2014
that can now be annexed into the City.
This application consists of one property, which is occupied by one detached dwelling on
0.121 acres of land and is contiguous to existing city boundaries to the west. The
Development Review Committee is proposing that 0.075-acres of Sunset Point right -of-way
not currently within the City also be annexed. It is proposed that the property be assigned a
Future Land Use Map designation of Residential Urban (RU) and a zoning category of Low
Medium Density Residential (LMDR).
The Planning and Development Department determined that the proposed annexation is
consistent with the provisions of Clearwater Community Development Code Section 4-604.E
as follows:
·This property currently receives water and sewer service from the City. Collection of
solid waste will be provided to the property by the City. The parcel has already been
connected to the City’s sanitary sewer system. The property is 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 this property with solid waste, police, fire and EMS service. The
proposed annexation will not have an adverse effect on public facilities and their levels
of service; and
·The proposed annexation is consistent with and promotes the following objectives and
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ATA2016-02003
policy 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.
Policy A.7.1.3: Invoke agreements to annex where properties located within
enclaves meet the contiguity requirements of Florida Statutes Chapter 171.
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.
·The proposed Residential Urban (RU) Future Land Use Map category is consistent
with the current Countywide Plan designation of this property. This designation
primarily permits residential uses at a density of 7.5 units per acre. The proposed
zoning district to be assigned to the property is the Low Medium Density Residential
(LMDR) District. The use of the subject property is consistent with the uses allowed in
the District and the property exceeds the District ’s minimum dimensional requirements .
The proposed annexation is therefore consistent with the Countywide Plan and the
City’s Comprehensive Plan and Community Development Code; and
·The property proposed for annexation is contiguous to existing City boundaries to the
west. Therefore, the annexation is consistent with Florida Statutes Chapter 171.044.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8853-16
ORDINANCE NO. 8853-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTY
LOCATED ON THE NORTH SIDE OF SUNSET POINT
ROAD APPROXIMATELY 110 FEET WEST OF COLES
ROAD, WHOSE POST OFFICE ADDRESS IS 1224 SUNSET
POINT ROAD, CLEARWATER, FLORIDA 33755,
TOGETHER WITH ALL ABUTTING RIGHT-OF-WAY OF
SUNSET POINT ROAD, 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 owner of the real property described herein and depicted on the
map attached hereto as Exhibit A has petitioned the City of Clearwater to annex the
property 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 property is hereby annexed into the City of
Clearwater and the boundary lines of the City are redefined accordingly:
Lot 7, Block 1, Sunset Knoll subdivision, according to the map or plat thereof, as
recorded in the Plat Book 24, Page 26, Public Records of Pinellas County, Florida;
Together with all abutting Right-of-Way of Sunset Point Road.
(ATA2016-02003)
The map attached as Exhibit A is 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.
Ordinance No. 8853-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
PROPOSED ANNEXATION
Owner(s): Barnes Family Trust Case: ATA2016-02003
Site: 1224 Sunset Point Road
Property
Size(Acres):
ROW (Acres):
0.121
0.075
Land Use Zoning
PIN: 03-29-15-87912-001-0070
From : RU R-4
Atlas Page: 251B To: RU LMDR 333060
60
58
63
97 40404040
33305063 608397087912
1
2
3
4
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 12 13 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
21 22
60 503360
60
854
78910
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN CHENANGO AVE SHERIDAN RD SYLVAN DRPINELAND DR1199187418761903
1251120412091875
1932
1209118412041930 12191942
1917
12051943
1878 1248123112121916120312121231
18741201 1924
1913
1910
19031200
1901
12251940
12111206121612341944
1874 120312011881 122712301915
19261220
121812021925
1909121112011224
1871
1901
1880 12461901
1933 1927
1910
1938
1223121412261934
121312131870
1936
1895
1904
1208121712061929
12151938
1918
1876
1943
1936
1181B1181A1941
12161850
1919
1923
1921
1937
1182121011861224-Not to Scale--Not a Survey-Rev. 2/17/2016
Ordinance No. 8854-16
ORDINANCE NO. 8854-16
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 ON THE NORTH SIDE OF SUNSET
POINT ROAD APPROXIMATELY 110 FEET WEST OF
COLES ROAD, WHOSE POST OFFICE ADDRESS IS 1224
SUNSET POINT ROAD, 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 property, upon annexation into the City of Clearwater, as follows:
Property Land Use
Category
Lot 7, Block 1, Sunset Knoll subdivision,
according to the map or plat thereof, as
recorded in the Plat Book 24, Page 26,
Public Records of Pinellas County, Florida;
Residential Urban
(RU)
(ATA2016-02003)
The map attached as Exhibit A 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, contingent
upon and subject to the adoption of Ordinance No. 8853-16.
Ordinance No. 8854-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
FUTURE LAND USE MAP
Owner(s): Barnes Family Trust Case: ATA2016-02003
Site: 1224 Sunset Point Road
Property
Size(Acres):
ROW (Acres):
0.121
0.075
Land Use Zoning
PIN: 03-29-15-87912-001-0070
From : RU R-4
Atlas Page: 251B To: RU LMDR 333060
60
58
63
97 40404040
33305063 608397087912
1
2
3
4
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 12 13 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
21 22
60 503360
60
854
78910
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
RURU
RU
RU
I
PCG
P RU
RU
RU
RU
RU
CG
RU
RM
DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN CHENANGO AVE SHERIDAN RD SYLVAN DRPINELAND DR119918741876120412091875
1932
12041930 12191942
1943
1878 1248123112121916120312121231
18741201 1924
1913
1910
19031200
1901
12251940
1206121612341944
12031201122712301915
19261220
121812021925
1909121112011224
1871
1901
1880 12461933 1927
1910
1938
1223121412261934
121312131870 1208121712061929
12151918
1876
1943
1936
1181B1181ARU
P
1941
1903 1216125118501209 1919
11841923
1917
12051921
1937
11821211121011861874
188112241901
1936
1895
1904
1938 -Not to Scale--Not a Survey-Rev. 2/17/2016
Ordinance No. 8855-16
ORDINANCE NO. 8855-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED ON
THE NORTH SIDE OF SUNSET POINT ROAD
APPROXIMATELY 110 FEET WEST OF COLES ROAD,
WHOSE POST OFFICE ADDRESS IS 1224 SUNSET POINT
ROAD, 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 property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
The map attached as Exhibit A is 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. 8853-16.
Property Zoning District
Lot 7, Block 1, Sunset Knoll subdivision,
according to the map or plat thereof, as
recorded in the Plat Book 24, Page 26, Public
Records of Pinellas County, Florida;
Low Medium Density Residential
(LMDR)
(ATA2016-02003)
Ordinance No. 8855-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
ZONING MAP
Owner(s): Barnes Family Trust Case: ATA2016-02003
Site: 1224 Sunset Point Road
Property
Size(Acres):
ROW (Acres):
0.121
0.075
Land Use Zoning
PIN: 03-29-15-87912-001-0070
From : RU R-4
Atlas Page: 251B To: RU LMDR 333060
60
58
63
97 40404040
33305063 608397087912
1
2
3
4
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 12 13 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
21 22
60 503360
60
854
78910
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
MDR
I
C
MDR
LMDR
MDR
LMDR
LMDR
LMDR
LMDR
LMDR
LMDR
DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN CHENANGO AVE SHERIDAN RD SYLVAN DRPINELAND DR1199187418761903 120412091875
1932
120911841930
1942
12051943
1878 12481231121219161203
12011924
1913
19031200
1901
12251940
12111206121612341944
1874 120312011881 12271915
1926
1218192512111201
12241901
1880 12461901
1933 1927
1910
1938
12231934
121312131870
1895120812171206 1929
12151918
1943
1181A1941
121612511850
1919
1923
120412191917
1921
1937
1182121212311874
1910
121011861230122012021909
1871 1224121412261936
1904
1938
1876
1936
1181B-Not to Scale--Not a Survey-Rev. 2/17/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5C - ATA2016-02003\Maps\ATA2016-
02003 Location.docx
LOCATION MAP
Owner(s): Barnes Family Trust Case: ATA2016-02003
Site: 1224 Sunset Point Road
Property
Size(Acres):
ROW (Acres):
0.121
0.075
Land Use Zoning
PIN: 03-29-15-87912-001-0070
From : RU R-4
Atlas Page: 251B To: RU LMDR
UNION ST KINGS HWY N BETTY LN DOUGLAS AVE SUNSET POINT RD
IDLEWILD DR
WOODLAWN TER
PALM ST
STATE ST OVERBROOK AVE BROADWAY BERMUDA ST POINSETTA AVE SEDEEVA CIR N
ARBELIA ST RIDGELANE RD B Y R A M D R SYLVAN DRALPINE RD CHENANGO AVE JOEL LN
IVA ST
WILSON RD N WASHINGTON AVE VISTA WAY PINELAND DRCARLOS AVE SPRING LN
THAMES LN COLES RD N EVERGREEN AVE F U L L E R D R MACOMBER AVE SPRINGTIME AVE BARBARA LN GRANADA ST
PORT WAY PINECREST WAY SPRINGTIME AVE -Not to Scale--Not a Survey-Rev. 2/17/2016
^
PROJECT
SITE
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5C - ATA2016-02003\Maps\ATA2016-
02003 Aerial.docx
AERIAL PHOTOGRAPH
Owner(s): Barnes Family Trust Case: ATA2016-02003
Site: 1224 Sunset Point Road
Property
Size(Acres):
ROW (Acres):
0.121
0.075
Land Use Zoning
PIN: 03-29-15-87912-001-0070
From : RU R-4
Atlas Page: 251B To: RU LMDR DOUGLAS AVE DOUGLAS AVE SUNSET POINT RD SUNSET POINT RD COLES RD COLES RD ALOHA LN ALOHA LN CHENANGO AVE CHENANGO AVE SHERIDAN RD SHERIDAN RD SYLVAN DRSYLVAN DRPINELAND DRPINELAND DR-Not to Scale--Not a Survey-Rev. 2/16/2016
S:\Planning Department\C D B\Annexations (ANX)\ATA - ANX 2016\Idlewild ATAs Phase 5C - ATA2016-02003\Maps\ATA2016-
02003 Existing.docx
EXISTING SURROUNDING USES MAP
Owner(s): Barnes Family Trust Case: ATA2016-02003
Site: 1224 Sunset Point Road
Property
Size(Acres):
ROW (Acres):
0.121
0.075
Land Use Zoning
PIN: 03-29-15-87912-001-0070
From : RU R-4
Atlas Page: 251B To: RU LMDR 333060
60
58
63
97 40404040
33305063 608397087912
1
2
3
4
7891011
1213
1415
1617
1819
2021
2223
2425
2627
2829
1
2 3 4 5 6 7
8 9 10 11 12 13
14
15
16
1 2 3 4 5 6 7
8 9 10 11 12 13 14
1 2 3 4 5 6 7 8
1
2
3
4
5
6
7
8
21 22
60 503360
60
854
78910
1 2 3 4 5
6
7
8
9
15
16
17
1 2 3 4
7
8
17
5 6
19
18
9
(28)
42/015
1.3 A C(C)
1
1
DOUGLAS AVE SUNSET POINT RD COLES RD ALOHA LN CHENANGO AVE SHERIDAN RD SYLVAN DRPINELAND DR1199187418761903
1251120412091875
1932
1209118412041930 12191942
1917
12051943
1878 1248123112121916120312121231
18741201 1924
1913
1910
19031200
1901
12251940
12111206121612341944
1874 120312011881 122712301915
19261220
121812021925
1909121112011224
1871
1901
1880 12461901
1933 1927
1910
1938
1223121412261934
121312131870
1936
1895
1904
1208121712061929
12151938
1918
1876
1943
1936
1181B1181A1941
12161850
1919
1923
1921
1937
1182121011861224-Not to Scale--Not a Survey-Rev. 2/17/2016
Retail
Woodland
Single Family Residential
Retail Single Family Residential
Single Family
Residential
Single Family Residential
Single Family Residential
Single Family
Residential
Single Family Residential
View looking north at the subject property, 1224 Sunset Point Road Across the street, south of the subject property
East of the subject property West of the subject property
ATA2016-02003
Barnes Family Trust
1224 Sunset Point Road
View looking easterly along Sunset Point Road View looking westerly along Sunset Point Road
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ANX2014-10021b
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.7
SUBJECT/RECOMMENDATION:
Approve the annexation, initial Future Land Use Map designation of Residential Low (RL) and
initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 1712
Grove Drive; and pass Ordinances 8897-16, 8898-16 and 8899-16 on second reading .
(ANX2014-10021)
SUMMARY:
This annexation request was passed on first reading on December 8, 2014 and involves a
0.193-acre property consisting of one parcel located on the west side of Grove Drive
approximately 330 feet north of State Road 590. The property is located within an enclave and
is contiguous to existing city boundaries to the north, south, east and west.
Second reading of this annexation request was delayed because the applicant was
constructing a single family home on this parcel under the County ’s jurisdiction. The
construction has been completed and a Certificate of Occupancy issued so second reading
can now take place.
A Future Land Use Map designation of Residential Low (RL) and a Zoning Atlas designation
of Low Medium Density Residential (LMDR) were approved for the property on first reading.
Due to the amount of time that has lapsed since that hearing, new ordinance numbers have
been assigned to reflect the current year (previous Ordinance numbers: 8627-15, 8628-15 and
8629-15), so a third and final reading will also be scheduled at the May 5, 2016 meeting.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 1 City of Clearwater Printed on 4/21/2016
Ordinance No. 8997-16
ORDINANCE NO. 8997-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTY
LOCATED ON THE WEST SIDE OF GROVE DRIVE,
APPROXIMATELY 330 FEET NORTH OF STATE ROAD
590, WHOSE POST OFFICE ADDRESS IS 1712 GROVE
DRIVE, CLEARWATER, FLORIDA 33759, 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 owner of the real property described herein and depicted on the
map attached hereto as Exhibit A has petitioned the City of Clearwater to annex the
property 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 property is hereby annexed into the City of
Clearwater and the boundary lines of the City are redefined accordingly:
Lot 4, Block 4, Virginia Grove Terrace First Addition, according to the map or plat
thereof, as recorded in the Plat Book 37, Page 62, Public Records of Pinellas County,
Florida.
(ANX2014-10021)
The map attached as Exhibit A is 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.
2 Ordinance No. 8897-16
PASSED ON FIRST READING
(AS ORDINANCE NO. 8627-15)
PASSED ON SECOND READING
PASSED ON THIRD AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
Proposed Annexation Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN W281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1725
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1725
1729
1733
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
27701700
1729
1733
27202760275427302760276627221712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1736
1740
17501749
1724
1765
1724
16
2738-Not to Scale--Not a Survey-
Ordinance No. 8898-16
ORDINANCE NO. 8898-16
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 ON THE WEST SIDE OF GROVE
DRIVE, APPROXIMATELY 330 FEET NORTH OF STATE
ROAD 590, WHOSE POST OFFICE ADDRESS IS 1712
GROVE DRIVE, CLEARWATER, FLORIDA 33759, UPON
ANNEXATION INTO THE CITY OF CLEARWATER, AS
RESIDENTIAL LOW (RL); 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,
upon annexation into the City of Clearwater, as follows:
Property Land Use Category
Lot 4, Block 4, Virginia Grove
Terrace First Addition, according to
the map or plat thereof, as recorded
in the Plat Book 37, Page 62, Public
Records of Pinellas County, Florida.
Residential Low
(RL)
(ANX2014-10021)
The map attached as Exhibit A 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, contingent upon
and subject to the adoption of Ordinance No. 8897-16.
2 Ordinance No. 8898-16
PASSED ON FIRST READING
(AS ORDINANCE NO. 8628-15)
PASSED ON SECOND READING
PASSED ON THIRD AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
Future Land Use Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
RLRL RL
RL
RLRL
RL
RU
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN W281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1729
1733
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
1700
1729
1733
2720276027542730276027662722RL
RU
RU
1712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1725
1736
1740
1750
1725
1749
1724
1765
1724
277016
2738-Not to Scale--Not a Survey-RL
Ordinance No. 8899-16
ORDINANCE NO. 8899-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED ON
THE WEST SIDE OF GROVE DRIVE, APPROXIMATELY
330 FEET NORTH OF STATE ROAD 590, WHOSE POST
OFFICE ADDRESS IS 1712 GROVE DRIVE,
CLEARWATER, FLORIDA 33759, 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 property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
The map attached as Exhibit A is 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.8897-16.
Property Zoning District
Lot 4, Block 4, Virginia Grove Terrace First
Addition, according to the map or plat
thereof, as recorded in the Plat Book 37,
Page 62, Public Records of Pinellas County,
Florida.
Low Medium Density Residential
(LMDR)
(ANX2014-10021)
2 Ordinance No. 8899-16
PASSED ON FIRST READING
(AS ORDINANCE NO. 8629-15)
PASSED ON SECOND READING
PASSED ON THIRD AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
Zoning Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN WLMDR
281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1725
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1725
1729
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
27701700
1729
1733
27202760275427302760276627221712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1736
1740
1750
1733
1749
1724
1765
1724
16
2738-Not to Scale--Not a Survey-LMDR
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Grove Drive 1712 ANX2014-10021 - Lohmeyer\Maps\ANX2014-
10021 Location Map.docx
Location Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
^
PROJECT
SITE
US-19-Not to Scale--Not a Survey-
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Grove Drive 1712 ANX2014-10021 - Lohmeyer\Maps\ANX2014-
10021 Aerial.docx
Aerial Photograph
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
SR 590 SR 590 LUCAS DR LUCAS DR GROVE DR GROVE DR THOMAS DR THOMAS DR EL TRINDAD DR EEL TRINDAD DR ECOUNTRY LN WCOUNTRY LN W-Not to Scale--Not a Survey-
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Grove Drive 1712 ANX2014-10021 - Lohmeyer\Maps\ANX2014-
10021 Proposed Annexation.docx
Proposed Annexation Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN W281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1725
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1725
1729
1733
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
27701700
1729
1733
27202760275427302760276627221712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1736
1740
17501749
1724
1765
1724
16
2738-Not to Scale--Not a Survey-
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Grove Drive 1712 ANX2014-10021 - Lohmeyer\Maps\ANX2014-
10021 FLU.docx
Future Land Use Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
RLRL RL
RL
RLRL
RL
RU
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN W281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1729
1733
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
1700
1729
1733
2720276027542730276027662722RL
RU
RU
1712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1725
1736
1740
1750
1725
1749
1724
1765
1724
277016
2738-Not to Scale--Not a Survey-RL
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Grove Drive 1712 ANX2014-10021 - Lohmeyer\Maps\ANX2014-
10021 Zoning.docx
Zoning Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN WLMDR
281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1725
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1725
1729
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
27701700
1729
1733
27202760275427302760276627221712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1736
1740
1750
1733
1749
1724
1765
1724
16
2738-Not to Scale--Not a Survey-LMDR
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Grove Drive 1712 ANX2014-10021 - Lohmeyer\Maps\ANX2014-
10021 Existing Uses.docx
Existing Surrounding Uses Map
Owner(s): Mike and Kathryn Lohmeyer Case: ANX2014-10021
Site: 1712 Grove Drive
Property
Size(Acres):
ROW Size
(Acres):
0.19
Land Use Zoning
PIN: 05-29-16-94338-004-0040
From :
To:
RL R-3
RL LMDR Atlas Page: 264A
66 66 66 669437494356943206554422 1
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
1318
19
20
21
22
23
24
25
26
27
28
29
30 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
60505060
5
18
19
20
38
39234567891011
1213141516
17
18192021
TRACT A
SR 590 LUCAS DR GROVE DR THOMAS DR EL TRINDAD DR ECOUNTRY LN W281328051608
1612278527772771276527592753
27122713272327292735274127471705
1721
1731
1700
1704
1708
1712
1716
1720
1728
1732
1736
1740
1709
1713
1717
1721
1725
1729
1704
1716
1720
1724
1728
1734
1746
1751
1717
1721
1725
1729
1733
1737
1741
1745
1744
1715
1705
1701
1704
1708
1716
1712
1720
1728
1732
1740
1748
1736
1701
1705
1709
1721
1717
1737
1741
1747
1753
1704
1708
1712
1716
1720
1728
1732
1736
1740
1746
1752
1733
1737
1741
1747
27701700
1729
1733
27202760275427302760276627221712
160
16112753 1751
1759
28001705
1709
1713
1717
1727
1739
1745
1724
1748
1756
1736
1740
17501749
1724
1765
1724
16
2738-Not to Scale--Not a Survey-Single Family
Residential
Single Family
Residential
Single Family
Residential
View looking west at the subject property,
1712 Grove Drive
Across the street, to the east of the subject property
South of the subject propertyNorth of the subject property
View looking northerly along Grove Drive View looking southerly along Grove Drivegyggyg
ANX2014-10021
Mike and Kathryn Lohmeyer
1712 Grove Drive
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ANX2016-02007
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.8
SUBJECT/RECOMMENDATION:
Approve the annexation, initial Future Land Use Map designation of Residential Low (RL) and
initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 1484
Grove Circle Court; and pass Ordinances 8874-16, 8875-16 and 8876-16 on first reading.
(ANX2016-02007)
SUMMARY:
This voluntary annexation petition involves a 0.233-acre property consisting of one parcel of
land occupied by a single -family dwelling. It is located on the north side of Grove Circle Court,
approximately 170 feet west of North Highland Avenue . The applicant is requesting
annexation in order to receive solid waste service from the City, and will be connected to city
sewer as part of the Grove Circle Court Sewer Expansion Project. The property is contiguous
to existing city boundaries to the east and west. It is proposed that the property be assigned a
Future Land Use Map designation of Residential Low (RL) and the zoning category of Low
Medium Density Residential (LMDR).
The Planning and Development Department determined that the proposed annexation is
consistent with the provisions of Clearwater Community Development Code Section 4-604.E
as follows:
·The property currently receives water service from the City. Collection of solid waste
will be provided to the property by the City. The applicant will connect to the City ’s
sanitary sewer service when it is available, and is aware of the sewer impact fee that
must be paid in full in order to connect, as well as the financial incentives available .
The property is 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 the property by Station 51 located at 1720 Overbrook
Avenue. The City has adequate capacity to serve the property with sanitary sewer,
solid waste, police, fire and EMS service. The proposed annexation will not have an
adverse effect on public facilities and their levels of service; and
·The proposed annexation is consistent with and promotes the following objectives and
policy 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
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ANX2016-02007
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 Low (RL) Future Land Use Map category is consistent with
the current Countywide Plan designation of the property. The Residential Low (RL)
designation primarily permits residential uses at a density of 5 units per acre. The
proposed zoning district to be assigned to the property is the Low Medium Density
Residential (LMDR). The use of the subject property is consistent with the uses
allowed in the Low Medium Density Residential (LMDR) District and the property
exceeds the District ’s minimum dimensional requirements. The proposed annexation is
therefore consistent with the Countywide Plan and the City ’s Comprehensive Plan and
Community Development Code; and
·The property proposed for annexation is contiguous to the existing City boundaries to
the east and west; therefore, the annexation is consistent with Florida Statutes Chapter
171.044.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8874-16
ORDINANCE NO. 8874-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, ANNEXING CERTAIN REAL PROPERTY
LOCATED ON THE NORTH SIDE OF GROVE CIRCLE
COURT APPROXIMATELY 170 FEET WEST OF HIGHLAND
AVENUE, WHOSE POST OFFICE ADDRESS IS 1484
GROVE CIRCLE COURT, 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 owner of the real property described herein and depicted on the
map attached hereto as Exhibit A has petitioned the City of Clearwater to annex the
property 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 property is hereby annexed into the City of
Clearwater and the boundary lines of the City are redefined accordingly:
Lot 3, Grove Circle subdivision, according to the map or plat thereof, as recorded in
the Plat Book 43, Page 29, Public Records of Pinellas County, Florida;
(ANX2016-02007)
The map attached as Exhibit A is 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.
Ordinance No. 8874-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
PROPOSED ANNEXATION
Owner(s): Diana L. Turner Case: ANX2016-02007
Site: 1484 Grove Circle Court
Property
Size(Acres):
ROW (Acres):
0.233
Land Use Zoning
PIN: 02-29-15-33750-000-0030
From : RL R-3
Atlas Page: 261B To: RL LMDR 60606060 83
83
337 50
3870
1 23 4 5 6 7
8
9
10 11 12 13 14 15 16 1 2 3 4 5
2 4 6 8 10
1 3 5 7 9
1 3 5 7 9
2 4 6 8 1033/04
33/06
33/05
2.4 1
2.5
6060
80B12345678
12345
16 17 18 19 20
1
225
26
2
21/011
A C(C)
A C
N HIGHLAND AVE FAIRMONT ST
SANDY LN
LINWOOD DR GROVE CIRCLE CT
ROSEMONT DR WESTON DR 147214611706
1507146614591745
15061608 1507145514731604148514801484 152516291460
14741
4
5
2
1607
1740
1611
1718
1722 15131625
145317001490
1471151914651711 1512146014791731
1512149114671617 15191606
1720
1454150714871519151815061488151315181721
1513162314781466
1619
1741
161514841627
1621
1705 -Not to Scale--Not a Survey-Rev. 2/11/2016
Ordinance No. 8875-16
ORDINANCE NO. 8875-16
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 ON THE NORTH SIDE OF GROVE
CIRCLE COURT APPROXIMATELY 170 FEET WEST OF
HIGHLAND AVENUE, WHOSE POST OFFICE ADDRESS
IS 1484 GROVE CIRCLE COURT, CLEARWATER,
FLORIDA 33755, UPON ANNEXATION INTO THE CITY OF
CLEARWATER, AS RESIDENTIAL LOW (RL); 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, upon annexation into the City of Clearwater, as follows:
Property Land Use
Category
Lot 3, Grove Circle subdivision, according to
the map or plat thereof, as recorded in the
Plat Book 43, Page 29, Public Records of
Pinellas County, Florida;
Residential Low
(RL)
(ANX2016-02007)
The map attached as Exhibit A 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, contingent
upon and subject to the adoption of Ordinance No. 8874-16.
Ordinance No. 8875-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
FUTURE LAND USE MAP
Owner(s): Diana L. Turner Case: ANX2016-02007
Site: 1484 Grove Circle Court
Property
Size(Acres):
ROW (Acres):
0.233
Land Use Zoning
PIN: 02-29-15-33750-000-0030
From : RL R-3
Atlas Page: 261B To: RL LMDR 60606060 83
83
337 50
3870
1 23 4 5 6 7
8
9
10 11 12 13 14 15 16 1 2 3 4 5
2 4 6 8 10
1 3 5 7 9
1 3 5 7 9
2 4 6 8 1033/04
33/06
33/05
2.4 1
2.5
6060
80B12345678
12345
16 17 18 19 20
1
225
26
2
21/011
A C(C)
A C
I
RL
I
CG
RU
RU
RU
RU
RU
RU
RU
N HIGHLAND AVE FAIRMONT ST
SANDY LN
LINWOOD DR GROVE CIRCLE CT
ROSEMONT DR WESTON DR 147214611706
146614591745
15061608 150714731604148514801484 152516291460
14741
4
5
2
1607
1740
1611
1718 15131625
145317001490
147115191711 151214791512149114671617 151916061454 150714871519151815061488151315181721
15131623 150714551722
14781466146514601731
1619
1720
1741
161514841627
1621
1705 -Not to Scale--Not a Survey-Rev. 2/11/2016
Ordinance No. 8876-16
ORDINANCE NO. 8876 -16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED ON
THE NORTH SIDE OF GROVE CIRCLE COURT
APPROXIMATELY 170 FEET WEST OF HIGHLAND
AVENUE, WHOSE POST OFFICE ADDRESS IS 1484
GROVE CIRCLE COURT, 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 property located in Pinellas County, Florida, is
hereby zoned as indicated upon annexation into the City of Clearwater, and the zoning
atlas of the City is amended, as follows:
The map attached as Exhibit A is 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. 8874-16.
Property Zoning District
Lot 3, Grove Circle subdivision, according to
the map or plat thereof, as recorded in the
Plat Book 43, Page 29, Public Records of
Pinellas County, Florida;
Low Medium Density Residential
(LMDR)
(ANX2016-02007)
Ordinance No. 8876-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
Exhibit A
ZONING MAP
Owner(s): Diana L. Turner Case: ANX2016-02007
Site: 1484 Grove Circle Court
Property
Size(Acres):
ROW (Acres):
0.233
Land Use Zoning
PIN: 02-29-15-33750-000-0030
From : RL R-3
Atlas Page: 261B To: RL LMDR 60606060 83
83
337 50
3870
1 23 4 5 6 7
8
9
10 11 12 13 14 15 16 1 2 3 4 5
2 4 6 8 10
1 3 5 7 9
1 3 5 7 9
2 4 6 8 1033/04
33/06
33/05
2.4 1
2.5
6060
80B12345678
12345
16 17 18 19 20
1
225
26
2
21/011
A C(C)
A C
N HIGHLAND AVE FAIRMONT ST
SANDY LN
LINWOOD DR GROVE CIRCLE CT
ROSEMONT DR WESTON DR I
LMDR
C
I1472146117061507146614591745150616081507145514731604148514801484 152516291460
14741
4
5
2
1607
1740
1611
1718
1722 15131625
145317001490
1471151914651711 1512146014791731
1512149114671617 15191606
1720
1454150714871519151815061488151315181721
1513162314781466
1619
1741
161514841627
1621
1705 -Not to Scale--Not a Survey-Rev. 2/11/2016
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Up for CC1\Grove Circle Ct 1484 ANX2016-
02007\Maps\ANX2016-02007 Location.docx
LOCATION MAP
Owner(s): Diana L. Turner Case: ANX2016-02007
Site: 1484 Grove Circle Court
Property
Size(Acres):
ROW (Acres):
0.233
Land Use Zoning
PIN: 02-29-15-33750-000-0030
From : RL R-3
Atlas Page: 261B To: RL LMDR KINGS HWY N HIGHLAND AVE FLA G LER D R OTTEN ST
SANDY LN
LINWOOD DR
GREENLEA DR
FAIRMONT ST
GENTRY ST CARLOS AVE WOOD AVE CROWN ST WESTON DR BARBARA AVE SCOTT ST
ROSEMONT DR
SHERWOOD ST
WOODBINE ST
PARKWOOD ST
SPRINGDALE ST
CAROLYN LN EAST DR BENTLEY ST WEST DR GROVE CIRCLE CT PAMELIA DR HEAVEN SENT LN
SANDY LN -Not to Scale--Not a Survey-Rev. 2/11/2016
^
PROJECT
SITE
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Up for CC1\Grove Circle Ct 1484 ANX2016-
02007\Maps\ANX2016-02007 Aerial.docx
AERIAL PHOTOGRAPH
Owner(s): Diana L. Turner Case: ANX2016-02007
Site: 1484 Grove Circle Court
Property
Size(Acres):
ROW (Acres):
0.233
Land Use Zoning
PIN: 02-29-15-33750-000-0030
From : RL R-3
Atlas Page: 261B To: RL LMDR N HIGHLAND AVE N HIGHLAND AVE FAIRMONT ST FAIRMONT ST
SANDY LN SANDY LN
LINWOOD DR LINWOOD DR GROVE CIRCLE CT GROVE CIRCLE CT
ROSEMONT DR ROSEMONT DR WESTON DR WESTON DR CARLOS AVE CARLOS AVE -Not to Scale--Not a Survey-Rev. 2/11/2016
S:\Planning Department\C D B\Annexations (ANX)\Active Cases\Up for CC1\Grove Circle Ct 1484 ANX2016-
02007\Maps\ANX2016-02007 Existing.docx
EXISTING SURROUNDING USES MAP
Owner(s): Diana L. Turner Case: ANX2016-02007
Site: 1484 Grove Circle Court
Property
Size(Acres):
ROW (Acres):
0.233
Land Use Zoning
PIN: 02-29-15-33750-000-0030
From : RL R-3
Atlas Page: 261B To: RL LMDR 60606060 83
83
337 50
3870
1 23 4 5 6 7
8
9
10 11 12 13 14 15 16 1 2 3 4 5
2 4 6 8 10
1 3 5 7 9
1 3 5 7 9
2 4 6 8 1033/04
33/06
33/05
2.4 1
2.5
6060
80B12345678
12345
16 17 18 19 20
1
225
26
2
21/011
A C(C)
A C
N HIGHLAND AVE FAIRMONT ST
SANDY LN
LINWOOD DR GROVE CIRCLE CT
ROSEMONT DR WESTON DR 147214611706
1507146614591745
15061608 1507145514731604148514801484 152516291460
14741
4
5
2
1607
1740
1611
1718
1722 15131625
145317001490
1471151914651711 1512146014791731
1512149114671617 15191606
1720
1454150714871519151815061488151315181721
1513162314781466
1619
1741
161514841627
1621
1705 -Not to Scale--Not a Survey-Rev. 2/11/2016
Single Family
Residential
Single Family Residential
Single Family
Residential
Single Family
Residential
Commercial
Commercial
Place of
Worship
Place of
Worship
Single Family
Residential
View looking north at the subject property, 1484 Grove Circle Ct. Across the street, south of the subject property
East of the subject property West of the subject property
ANX2016-01007
Diana L. Turner
1484 Grove Circle Court
View looking easterly along Grove Circle Ct. View looking westerly along Grove Circle Ct.
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: DVA2010-06001
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.9
SUBJECT/RECOMMENDATION:
Approve a request for termination of a Development Agreement as amended between the City
of Clearwater and Clearwater Christian Private School Inc.; authorize the City Council and all
appropriate officials to execute the Termination and Release of the Development Agreement
as Amended; and adopt Resolution 16-05.
SUMMARY:
Clearwater Christian College Private School, Inc., the property owner, previously requested
amendments to the City’s Future Land Use Map and Zoning Atlas, which were approved by
City Council in October 2010 (LUZ2010-06002). The 2010 amendments increased the amount
of area designated Institutional (I) on the City’s Future Land Use Map and Zoning Atlas
(expanded Institutional area) in order to accommodate growth of the college. Concurrent with
the map amendments, City Council also approved a development agreement, which
establishes a master plan for the developed portion of the property, and sets forth certain
encumbrances as outlined below (DVA2010-06001, as amended). The property owner has
received several extensions to the development agreement in order to seek approval of the
final jurisdictional line as required in the agreement, with the most recent extension providing
until January 23, 2017 to receive such approval.
The City has entered into contract negotiations to purchase approximately 111 acres of
property from Clearwater Christian College, including a large portion, which is governed by the
Development Agreement, as amended. Purchasing the property would create an opportunity
for the City to provide water quality benefits to Tampa Bay, an impaired waterbody with a
federally-recognized Total Maximum Daily Load (TMDL) for Nitrogen, through future water
quality improvement projects. While the projects envisioned will differ from those outlined
within the agreement as part of the Mitigation Plan, the overall outcome and Bay benefits
realized will be the same. The City would like to remove the encumbrances in place through
the development agreement prior to purchasing the property from the college. For this reason,
the City and college are requesting a mutual, conditional termination of the development
agreement, conditioned upon the City’s purchase of a portion of the college’s land.
Additionally, the purchase contract is subject to the termination of the development
agreement.
Key provisions of the agreement, as amended, are highlighted below:
Page 1 City of Clearwater Printed on 4/21/2016
File Number: DVA2010-06001
·Establishes a Master Plan Area (28.55 acres) and a Mitigation Area (102.5 acres);
·Restricts development of the property to a maximum of 750 dormitory beds and a
maximum FAR of 0.169;
·Requires the Developer to seek approval from the appropriate state and federal
agencies (Southwest Florida Water Management District, Florida Department of
Environmental Protection, U.S. Army Corps of Engineers) for an approved mitigation
plan in the Mitigation Plan Area prior to the issuance of land clearing and building
permits;
·Requires the City to process the amendments to the future land use map and zoning
designations under LUZ2010-06002; and
·Requires that, in the event of termination, the property be returned to its current future
land use map and zoning designations (prior to LUZ2010-06002)
Termination of a Development Agreement:
The City of Clearwater and Clearwater Christian College are requesting a mutual, conditional
termination of the development agreement, conditioned upon the City’s purchase of a portion
of the college’s land, pursuant to section 163.3237, Florida Statutes.
The Community Development Board will review the proposed termination at its April 19, 2016
meeting and make a recommendation to the Council. The Planning and Development
Department will report the recommendation at the City Council meeting.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Resolution No. 16-05
RESOLUTION NO. 16-05
A RESOLUTION OF THE CITY OF
CLEARWATER, FLORIDA APPROVING
TERMINATION OF A DEVELOPMENT
AGREEMENT AND THE FIRST AMENDMENT
TO DEVELOPMENT AGREEMENT
(COLLECTIVELY “THE AGREEMENT”)
BETWEEN THE CITY OF CLEARWATER
AND CLEARWATER CHRISTIAN PRIVATE
SCHOOL, INC., A FLORIDA NON-PROFIT
CORPORATION, AND ITS SUCCESSORS,
AND AUTHORIZING APPROPRIATE
OFFICALS TO EXECUTE SAME; PROVIDING
AN EFFECTIVE DATE.
WHEREAS, the City of Clearwater entered into a Development Agreement with
Clearwater Christian Private School, Inc. (hereinafter “Clearwater Christian”), a Florida
Non-Profit Corporation, dated August 12, 2010, recorded in O.R. Book 17005, Page
630, Public Records of Pinellas County, Florida concerning the development of 131.05
acres owned by Clearwater Christian (the Development Agreement is attached hereto
as Exhibit A); and
WHEREAS, the Development Agreement was amended by the First Amendment
to Development Agreement, dated October 27, 2010, recorded in O.R. Book 17078,
Page 179, Public Records of Pinellas County, Florida (the First Amendment to
Development Agreement is attached hereto as Exhibit B); and
WHEREAS, the City and Clearwater Christian mutually agree to a termination of
the Agreement, pursuant to section 163.3237, Florida Statutes (the Termination is
attached as Exhibit C); and
WHERAS, the termination is contingent upon the City’s purchase of a portion of
the Clearwater Christian property, as more particularly described in Exhibit D.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section1. The Agreement between the City of Clearwater and Clearwater
Christian, which is attached as Exhibits A and B, is to be terminated, contingent upon
the closing of the City’s purchase of a portion of Clearwater Christian’s property, as
more particularly described in Exhibit D.
Section2. Hereby authorizes appropriate officials to execute the Termination of
Development Agreement, as amended, which is attached as Exhibit C.
2 Resolution No. 16-05
Section 3. This resolution shall take effect immediately.
PASSED AND ADOPTED this _______ day of _____________, 2016.
____________________________
George N. Cretekos
Mayor
Approved as to form: Attest:
__________________________ _____________________________
Camilo A. Soto Rosemarie Call
Assistant City Attorney City Clerk
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
Resolution No. 16-05
Exhibit A
This instrument was prepared by
and return to
Katherine E Cole Esquire
Johnson Pope Bokor
Ruppel Burns LLP
P o Box 1368
Clearwater FL 337571368
KEN BURKE CLERK OF COURT
PINELLAS COUNTY FLORIDA
INST 2010311777 111032010 at 0317 PM
OFF REC BK 17078 PG 179197
DocTypeAGMRECORDING 16300
FIRST AMENDMENT TO DEVELOPMENT AGREEMENT
THIS FIRST AMENDMENT TO DEVELOPMENT AGREEMENT
Amendment is entered into among CLEARWATER CHRISTIAN COLLEGE
PRIVATE SCHOOL INC a Florida nonprofit corporation its successors and assignscollectivelytheDeveloperwhoseaddressis3100GulftoBayBoulevardClearwaterFlorida33759andTHECITYOFCLEARWATERFLORIDAa
municipality of the State of Florida acting through its City Council the governing bodythereoftheCitywhoseaddressis112SouthOsceolaAvenueClearwaterFlorida
33756
WITNESSETH
WHEREAS the City and Developer entered into a Development AgreementdatedAugust 12 2010 recorded in OR Book 17005 Page 630 Public Records ofPinellasCountyFloridaAgreementconcerning13105acresofpropertymore
particularly described therein the Property
WHEREAS Section 51 of the Agreement provides that the Agreement shall not
be effective until final approval and effectiveness of certain zoning designations andfuturelandusemapdesignationsfortheProperty
WHEREAS Section 614 of the Agreement provides for the establishment of a
Conservation Easement
WHEREAS Section 6131 of the Agreement provides that the Property must be
developed in substantial conformance with a Master Plan
WHEREAS during the approval process the proposed area of the land use planandzoningchangeswasmodifiedwhichresultedinchangestotheMitigationAreatheMasterPlanAreatheMasterPlanandtheproposedconservationeasementarea
WHEREAS the parties have agreed to certain revisions to the Agreement to
incorporate these changes
Resolution No. 16-05
Exhibit B
WHEREAS the City has conducted such hearings as are required by and in
accordance with Chapter 1633220 et seq Fla Stat and applicable law
WHEREAS the City has determined that as of the Effective Date of this
Amendment the proposed development is consistent with the Citys Comprehensive Plan
and Land Development Regulations
WHEREAS at a duly called public meeting on October 21 2010 the City
Council approved this Amendment and authorized and directed its execution by the
appropriate officials of the City and
WHEREAS Developer has approved this Amendment and has duly authorized
the undersigned individual to execute this Amendment on Developersbehalf
NOW THEREFORE in consideration of the mutual promises and covenants
contained herein the parties hereby agree as follows
Section 1 Recitals The above recitals are true and correct and are a part of
this Agreement
Section 2 Capitalized Terms Capitalized terms used herein that are not
defined shall have the same meanings given to such terms in the Agreement
Section 3 Amendment to A rg eement The Agreement is amended as
follows
31 Allreferences in the Agreement to the Mitigation Area shall refer to 1025 acres
32 Notwithstanding any references in the Agreement to the contrary the Developer
has requested a future land use map amendment resulting in a change of approximately
1299 acres molofthe Property
33 Exhibit A to the Agreement Legal Description of Master Plan Area and
Mitigation Area is hereby deleted and replaced with the Revised Exhibit A attached to
this Amendment
34 Exhibit B to the Agreement the Master Plan is hereby deleted and replaced with
the Revised Exhibit B attached to this Amendment
35 Exhibit C to the Agreement Mitigation Narrative is hereby deleted and replaced
with the Revised Exhibit C attached to this Amendment
36 Exhibit D to the Agreement the Project Future Land Use and Zoning Maps is
hereby deleted and replaced with Revised Exhibit D attached to this Amendment
37 Section 42 of the Agreement is hereby amended to read
2
Resolution No. 16-05
Exhibit B
The Project shall include 667 parking spaces as shown on the Master Plan
attached where 386 are existing today
38 Section 43 of the Agreement is hereby amended to read
The proposed floor area ratio on the Master Plan Area shall not exceed 169
nonresidential area and the proposed density shall not exceed 750 dormitory beds
including use of the multiplier of 3 beds per unit Residential Equivalent Use
and the transfer of development rights described in Section 6139 of this
Agreement The proposed height of the Master Plan buildings as defined in the
Code is a maximum of 50 feet There is no proposed development on the
Mitigation Plan Area
39 Section 6135 of the Agreement is hereby amended to read
The residential density shall be limited to 750 beds including the use of the
Institutional density of 125 dwelling units per acre the Residential Equivalent
Use of 3 beds per dwelling unit pursuant to the Pinellas Planning Council
Countywide Rules and the transfer of development rights described in Section
6139 of this Agreement
310 The following Section 6139 is hereby added to the Agreement
6139 Developer and City desire to transfer development rights comprised of
residential dwelling units and nonresidential density currently allocated to
portions of the Mitigation Area Sender Site which are to be used in connection
with the development of the Master Plan Area Receiver Site in accordance with
Division 14 Article 4 of the Clearwater Community Development Code The
Developer shall submit and the City shall process an application seeking approval
of such transfer of development rights as required by Code TDR Application
In the event of any Code amendment occurring prior to submittal and final
approval of the TDR Application City agrees that the TDR Application Master
Plan and this Agreement shall not be impacted by such Code amendment
311 Section 6136 of the Agreement is hereby amended to read
6136 The Developer shall implement a hurricane evacuation plan
approved by the City of Clearwater and included in the Developers published
Safety Manual All students faculty and staff shall receive a copy of such plan at
the beginning of each school semester Developer agrees to close and vacate all
persons except for emergency personnel required to secure and protect the
facilities from the Property as soon as practicable after the issuance of a
hurricane watch by the National Hurricane Center which includes the Property
All dormitory construction shall meet Florida Building Code standards for
3
Resolution No. 16-05
Exhibit B
construction in a Coastal High Hazard area and shall not compromise the flooding
on the adjacent property
312 Section 52 of the Agreement is hereby amended to read
52 Within fourteen 14 days after the City approves the execution of this
Agreement the City shall record the Agreement with the Clerk of the Circuit
Court for Pinellas County The Developer shall pay the cost of such recording
The City shall submit to the Department of Community Affairs a copy of the
recorded Agreement within fourteen 14 days after the Agreement is recorded
In the event that the contingencies described in Section 512 Section 513 and
Section 514 above are not satisfied within twelve 12 months from the date
hereof the City and Developer agree to execute and deliver a termination of this
Agreement recordable form which shall be recorded in the Public Records of
Pinellas County Florida at the expense of the Developer Notwithstanding the
foregoing Developer may request two extensions of time via the Community
Development Coordinator for the completion of these contingencies for no more
than twelve additional months each All time periods set forth in this Section 5
shall be automatically extended for a period of time equal to that required to
pursue any administrative challenge to or litigation regarding any approval by a
local state or federal permitting agency including any appellate proceedings
arising therefrom
Section 4 Ratification Except as modified herein the terms and conditions
of the Agreement remain in full force and effect and are ratified by the parties
Section 5 Effective Date As provided in 1633239 Florida Statutes 2010
this Amendment will become effective after being recorded in the Public Records of
Pinellas County Florida and 30 days after having been received by the state land
planning agency
4
Resolution No. 16-05
Exhibit B
IN WITNESS WHEREOF the parties hereto have set their hands and their
respective seals affixed as of this 47 day ofa 17A 2010
Countersigned CITY OF CLEARWATER FLORIDA
y By Usl
Frank V Hibbard William B Horne 11
Mayor City Manager
Approved as to form Attest DeGrr
I Iler I 2ZIY0A
Leslie DougallSde Rosemarie cail i
Assistant City Attorney City Clerk
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this day of
r41 2 2010 by FRANK V HIBBARD Mayor of the City of Clearwater who
is personally known to me
uOL
PrintType Name i f AVV
Notar Public
DIANE E MANNI
MY COMMISSION DD952018
STATE OF FLORIDA EXPIRES March 06 2014
COUNTY OF PINELLAS 4073980153 FloddaNotaryServicecom
The foregoing instrument was acknowledged before me this Z 4 day of
2010 by WILLIAM B HORNE II City Manager of the City of
Clearwater who is personally known to me
PrintType Name e 25 IAan
Notary Public
DIANE E MANNI
MY COMMISSION DD952018
EXPIRES March 06 2014
407 398 0163 FlorideNotaryServlcecom
5
Resolution No. 16-05
Exhibit B
Witnesses
Signat e
Reffianj
Print Name
Amnllnpf
Signature
51
Print Name
STATE OF FLORIDA
COUNTY OF PINELLAS
CLEARWATER CHRISTIAN COLLEGE
PRIVATE SCHOOL INC a Florida
Non profit corporation
By R4r4l 1
Randy ivingston
Vice President for Financial Affairs
The foregoing instrument was acknowledged before me this IS day of
O r 2010 by Randy Livingston as Vice President for Financial Affairs of
CLEARWATER CHRISTIAN COLLEGE PRIVATE SCHOOL INC a Florida non profit
corporation on behalf of the corporation He is personally known to me or produced
as identification
leY PUBe c
MY CO MrISSION ADD 72M
EXPIRES February 18 2012
lTFOFFOe Bonded Tft Budget Nolary Services NOTA PUBLIC
Printed ame lr SMi
Commission No jp 1 a 30
My Commission expires a a
539448 v 1 CCC1Amend to Dev Agt
Resolution No. 16-05
Exhibit B
Revised Effbit A
Pace 1 of 6
MusterPlan Area
LEGENDIABBREVL477ONS SKETCH AND LEGAL
LB LICENSED BUSINESS DESCF1Fn0N
RW RIGHT OF WAY
PGP PAGE
ORB OFFICIAL RECORDS BOOK NORTH
0 200 400 THIS SPACE RESERVED FOR
i j RECORDING INFORMATION
GRAPHIC SCALE
w
m
I
W T
Y
1 I
hNa 1
f
0
EASTERLY PROJECTION
W
E n
OF THE NORTHERLY LINE
THE NORTH 12 OF THE NE 14 OF GOVT LOT 4
SEC 16 TWP 29 S RGE 16 E
RAD 2500
ARC 3746 n
C4 CH 3405
CHB 5681301E
RAD 2500 DELTA 855105 W
ARC 3924
3435C
45AHC3CHBN195343E4A0C4
o
m13DELTA8956
i o
V lC3p
D
7
w
J
7
O
W
a
0
m
d GOVT
LOT 1
pOAJ1
W
z
z
OLD
TAMPA BAY
Uj
a
W
a
I v
GOVT LOT 3 I GOVT LOT 4
I
21L55 ACRES
MORE OR LESS
I V I
I T
RAD 547583 IO
ARC 15000 I nU Mom
yF aq
EASTER C2 H 15000 MoTRACTPER1CHBN832238EI
ORB 16135 PG 2664 DELTA 013410
I
C2 LZ
O i
I 8Zia TIWr3534WW
iSB2 In
RW C1 v
60STATERABLVD
RAD 552583 MLFTO CAUSEWAYARC15137CWIRTHEYCAMCBEY
C1 CH 15136 DAVIS POINT OF BEGINNING
CHB S83 2238W
DELTA 013410
FOR GEOMETRY LINE TABLES AND NOTES SEE SHEET 2 OF 3
FOR LEGAL DESCRIPTION SIGNATURE AND SEAL SEE SHEET 3 OF 3
WADE TRIM SKETCH DESCRIPTION
A WADE TRIM COMPANY CIVIL ENGINEERING LANO SURVEYING SINCE 1976 DATE OCTOBER 5 2010
1410 LPGA Blvd Suite 148 Daytona Bead FL 32117 ZZZ229009M
L8 12232 7565 Phone 3862741600 Fax 3862741602 DEV AREA 2855DWG SHEET 1 OF 3 1 400
Resolution No. 16-05
Exhibit B
Revised Exhibit A
Page 2 of 6
A
Resolution No. 16-05
Exhibit B
Revised Exhibit A
Page 3 of G
SKETCH AND LEGAL DESCRIPTION
THIS SPACE RESERVED FOR
RECORDING INFORMATION
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED WITHIN GOVERNMENT LOT 1 SECTION 15 TOWNSHIP 29 SOUTH RANGE 16 EAST AND GOVERNMENT LOTS
3 AND 4 SECTION 15 TOWNSHIP 29 SOUTH RANGE 16 EAST AND THE NORTH OF THE NORTHEAST X OF SAID SECTION 16
PINELLAS COUNTY FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE AT THE INTERSECTION OF THE
SOUTHEASTERLY MOST CORNER OF THE CLEARWATER CHRISTIAN COLLEGE CAMPUS LANDS WITH THE NORTHERLY RIGHTOFWAYLINE
OF STATE ROAD 60 ALSO KNOWN AS GULFTOBAYBOULEVARD COURTNEY CAMPBELL CAUSEWAY AND DAVIS CAUSEWAY FOR A
POINT OF BEGINNING
THENCE S823534WALONG SAID NORTHERLY RIGHTOFWAYLINE FOR A DISTANCE OF 82846 FEET TO A POINT OF CURVATURE
THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 552583 FEET AN ARC LENGTH OF 15137 FEET A CENTRAL ANGLE
OF 013410 A CHORD BEARING OF S832238WAND A CHORD DISTANCE OF 15136 FEET TO A NONTANGENT LINE THENCE
DEPARTING SAID NORTHERLY RIGHTOFWAYLINE NO5S016WALONG SAID UNE FOR A DISTANCE OF 5000 FEET TO A NONTANGENT
CURVE THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 547563 FEET AN ARC LENGTH OF 15000 FEET A CENTRAL
ANGLE OF 013410 A CHORD BEARING OF N832238EAND A CHORD DISTANCE OF 13000 FEET TO A POINT OF TANGENCY THENCE
N873534E FOR A DISTANCE OF 7589 FEET THENCE NI82535EFOR A DISTANCE OF 1760 FEET THENCE N661036WFOR A
DISTANCE OF 1175 FEET THENCE N072444E FOR A DISTANCE OF 3590 FEET THENCE N274629E FOR A DISTANCE OF 3457
FEET THENCE N220803E FOR A DISTANCE OF 2614 FEET THENCE 852749FOR A DISTANCE OF 2103 FEET THENCE
NOO2232WFOR A DISTANCE OF 4705 FEET THENCE N760309WFOR A DISTANCE OF 1017 FEET THENCE N091450WFOR A
DISTANCE OF 4943 FEET THENCE N215104WFOR A DISTANCE OF 4913 FEET THENCE N614536WFOR A DISTANCE OF 1555
FEET THENCE N394821WFOR A DISTANCE OF 3676 FEET THENCE N035129fFOR A DISTANCE OF 3804 FEET THENCE
N010125WFOR A DISTANCE OF 3977 FEET THENCE N391416WFOR A DISTANCE OF 2262 FEET THENCE N02MISOEFOR A
DISTANCE OF 668 FEET THENCE N4807G4E FOR A DISTANCE OF 2183 FEET THENCE N234308WFOR A DISTANCE OF 2322 FEET
THENCE N601320EFOR A DISTANCE OF 1715 FEET THENCE NO64231E FOR A DISTANCE OF 1005 FEET THENCE N412906WFOR
A DISTANCE OF 1311 FEET THENCE N452231TFOR A DISTANCE OF 2574 FEET THENCE N631848EFOR A DISTANCE OF 2382
FEET THENCE N535507EFOR A DISTANCE OF 4994 FEET THENCE NOO1634WFOR A DISTANCE OF 5685 FEET THENCE
N894326E FOR A DISTANCE OF 18068 FEET THENCE N001634WFOR A DISTANCE OF 10799 FEET THENCE NBW4326E FOR A
DISTANCE OF 1799 FEET THENCE NOOS649WFOR A DISTANCE OF 6866 FEET THENCE N140029WFOR A DISTANCE OF 7174
FEET THENCE N141349WFOR A DISTANCE OF 3135 FEET THENCE N251W24WFOR A DISTANCE OF 14853 FEET TO A POINT OF
CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 2500 FEET AN ARC LENGTH OF 3924 FEET A
CENTRAL ANGLE OF 895613 A CHORD BEARING OF N195343EAND A CHORD DISTANCE OF 3534 FEET TO A POINT OF TANGENCY
THENCE N645149E FOR A DISTANCE OF 4165 FEET THENCE N550203E FOR A DISTANCE OF 6106 FEET THENCE N611438EFOR
A DISTANCE OF 5220 FEET THENCE N634938E FOR A DISTANCE OF 37844 FEET THENCE N702220EFOR A DISTANCE OF 9252
FEET THENCE N6875127E FOR A DISTANCE OF 10470 FEET TO A POINT OF CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 2500 FEET AN ARC LENGTH OF 3746 FEET A CENTRAL ANGLE OF 855105 A CHORD BEARING OF
S6813011 AND A CHORD DISTANCE OF 3405 FEET TO POINT OF TANGENCY THENCE S251728EFOR A DISTANCE OF 6157 FEET
THENCE N361B39EFOR A DISTANCE OF 4081 FEET THENCE N2955I5EFOR A DISTANCE OF 1977 FEET THENCE N665831T FOR
A DISTANCE OF 1851 FEET THENCE S854335E FOR A DISTANCE OF 2781 FEET THENCE N715513E FOR A DISTANCE OF 2466
FEET THENCE N520600E FOR A DISTANCE OF 3063 FEET THENCE SOW4920EFOR A DISTANCE OF 20474 FEET THENCE
N621350E FOR A DISTANCE OF 909 FEET THENCE N214643E FOR A DISTANCE OF 2632 FEET THENCE N343833WFOR A
DISTANCE OF 2803 FEET THENCE N404536WFOR A DISTANCE OF 3550 FEET THENCE 5854057111FOR A DISTANCE OF 4745
FEET THENCE N424716WFOR A DISTANCE OF 1754 FEET THENCE N212023E FOR A DISTANCE OF 1180 FEET THENCE
N890803EFOR A DISTANCE OF 2376 FEET THENCE N472636E FOR A DISTANCE OF 950FEET THENCE N062213EFOR A
DISTANCE OF 2747 FEET THENCE N782527E FOR A DISTANCE OF 2262 FEET THENCE N46S113EFOR A DISTANCE OF 1418 FEET
THENCE S495547EFOR A DISTANCE OF 2043 FEET THENCE S234633EFOR A DISTANCE OF 2583 FEET THENCE N71OW46E FOR
A DISTANCE OF 5643 FEET THENCE S385230EFOR A DISTANCE OF 938 FEET THENCE S670516EFOR A DISTANCE OF 2428
FEET THENCE N330717E FOR A DISTANCE OF 2429 FEET THENCE 5690502EFOR A DISTANCE OF 21170 FEET THENCE
S240840E FOR A DISTANCE OF 3096 FEET THENCE S201644EFOR A DISTANCE OF 864FEET THENCE S875035WFOR A
DISTANCE OF 1151 FEET THENCE S264W43WFOR A DISTANCE OF 1946 FEET THENCE S232549WFOR A DISTANCE OF 1913 FEET
THENCE S112343EFOR A DISTANCE OF 2418 FEET THENCE N491146EFOR A DISTANCE OF 1783 FEET THENCE NSn936E FOR
A DISTANCE OF 3497 FEET TO THE EAST LINE OF SAID SECTION 15 TOWNSHIP 29 SOUTH RANGE 16 EAST THENCE SOO0000W
ALONG SAID SECTION LINE FOR A DISTANCE OF 27989 FEET TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 4 THENCE
DEPARTING SAID SECTION LINE S893050EALONG THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 4 FOR
A DISTANCE OF 52451 FEET TO THE DEEP WATER CHANNEL OF TAMPA BAY THENCE DEPARTING SAID EASTERLY PROJECTION ALONG
SAID CHANNEL THE FOLLOWING TWO 2 COURSES 1 THENCE S437349WFOR A DISTANCE OF 76140 FEET 2 THENCE 5443851W
FOR A DISTANCE OF 49096 FEET TO THE AFOREMENTIONED POINT OF BEGINNING OF THIS DESCRIPTION
THE ABOVE DESCRIBED PARCEL CONTAINS 2855 ACRES MORE OR LESS
I HEREBY CERTIFY THAT THIS SKETCH MEETS MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL LAND SURVEYORS PER CHAPTER
5J17050 THRU 17052 FLORIDA ADL41NISTRA17VE CODE
KENNETH J KUHAR
FLORIDA PROFESSIONAL SURVEYORIWPPER 16105
WADE TRIM SKETCH DESCRIPTION
CIVIL ENGINEERING LAND SURVEYING SINCE 1976 DATE OCTOBER 5 2010
1410 IPGA Blvd Suite 148 Daytona Beach FL 31117 ZZZ229009M
LB 12232 17565 Phone 3862741600 Fox 3862741602 DEV AREA 2855DWG SHEET 3 OF 3 KJK
Resolution No. 16-05
Exhibit B
Revised Exhibit A
Page 4 of 6
Mitigation Area
SKETCH AND LEGENVABBRE4477ONS
LEGAL DESCRIPTION LB LICENSED BUSINESS
NORTH RW RIGHT OF WAY
0 200 400 PGP PAGE THIS SPACE RESERVED FOR
i I ORB OFFICIAL RECORDS BOOK RECORDING INFORMATION
GRAPHIC SCALE
S524138W
N 893251W NORTH LINE OF SEC 16T29SR16E
N893251W
S52C5 RAD 41831 213642
7ARC 20837
CH 20622 w
CHB S382525W
DELTAR 283227 THE NORTH 12 OF THE NE 14 p q
RAD 26831 SEC 16 TWP 29 S RGE 16 E Q v
m
ARC 24390 o
CH 23559
B S2639 08 W
520459DELTA
i
10250 ACRES 4
MORE OR LESS RAD 2500 a
ARC 3746
C4 CH 3405
CH9 S681301E
e RAD 2500 DELTA 855105 w
rr
3 ARC 3924
1 405
i r C3 CH 3534 QIZuiRAD547583CHBN195343EX40C4
ao rn ARC 15000 DELTA 895613 Gr
Lj o M C2 CH 15000 qrnCHBN832238E UDELTA013410C3
m 1RAD552583 GOVT
ARC 15137 CLEARWATER LOT 1
C1 CH 15136 GOVT LOT 3 I GOVT LOT 4 n CHRISTIAN
CHB 5832238W I COLLEGE
DELTA 013410
5892257E
34466 I I TAMPA BAY
f I
POINT OF BEGINNING Qya4
I v v I
rn PyPtiU
EASTER o I y O
TRACT PER
ia v
r m
ORB 16135 PG 2664 1D Ao s C2 tD
m m C7 rSB23534W v
1
RW C1 82846
STATE ROAD 60
O
RAD 552583 f GULFTO CAUSEWAY
ARC 48801 COURTNEY CAMPBELL WAY POINT OF REFERENCE
CH 48785 DAMS CAUSE
CHB N864132E
DELTA 050336
FOR GEOMETRY LINE TABLES AND NOTES SEE SHEET 2 OF 3
FOR LEGAL DESCRIPTION SIGNATURE AND SEAL SEE SHEET 3 OF 3
WADE TRIM SKETCH DESCRIPTION
A WADE TRI11 COMPANY CIIAL ENGINEERING LAND St1RVEMNG SINCE 1976 DATE OCTOBER 5 2010
410 LPGA Blvd Suite 148 Daytona Beach FL 32117 MIT AREA
LB 2232 17565 Phone 38627416M Fax 3862741602 10250DWG SHEET 1 OF 3T 1 400
Resolution No. 16-05
Exhibit B
Devised Exhibit A
Page 5 of 6
SKETCH AND LEGAL DESCRIPTION
LINE TABLE
LINE LENGTH BEARING
Ll 5000 N055016W
L2 7589 N823534E
L3 1760 N182535E
L4 1175 N661036W
L5 3690 N072444E
L6 3457 N274629E
L7 2614 N220603E
L8 2103 S852749E
19 4705 N002232W
110 1017 N760309W
Lll 4943 N091450W
L12 4913 N215104W
L13 1555 N614536W
L14 3676 N394821W
L15 3804 N035129E
L16 3977 N0101261W
L17 2262 N391416W
Lis 668 N020150E
L19 2183 N480704E
L20 2122 N234308W
L21 1715 N601320E
L22 1005 N064231E
L23 1311 N412906W
L24 2574 N452231E
L25 2382 N631848E
L26 4994 N535507E
L27 5685 N001634W
L28 18068 N894326E
L29 10799 N001634W
L30 1799 N894326E
L31 6866 NOO5649W
L32 7174 N140029W
L33 3135 N141349W
L34 14853 N250424W
L35 4765 N645149E
L36 6106 N550203E
L37 5220 N611438E
L38 3784 N634928E
L39 9252 N702220E
THIS SPACE RESERVED FOR
RECORDING INFORMATION
L40 10472 N685127E
L41 6357 S251728E
L42 4081 N361839E
L43 1977 N295515E
L44 1851 N665B31E
L45 2781 S854335E
L46 2466 N715513E
L47 3063 N520600E
L48 20474 S894920E
L49 909 N621350E
150 2632 N214643E
L51 2803 N343833W
L52 3660 N404536W
L53 4745 S854057W
L54 1754 N424716W
L55 11180 N212023E
L56 2376 N890803E
L57 950 N472636E
L59 2747 N062213E
L59 2262 N782527E
L60 1418 N465113E
L61 2043 S495547E
L62 2583 S234633E
L63 5643 N710546E
L64 936 S385230E
165 2428 S670516E
L66 2429 N330717E
L67 2870 S690502E
L68 3096 S240840E
L69 864 S201644E
L70 1151 S875035W
L71 1946 S264843W
L72 1913 S232549W
173 2418 S112343E
L74 1783 N49ll46E
L75 3497 N82S936E
SURVEYORS NOTM
1 BASIS OF BEARINGS ASSUMED WITH ME NORTHERLY LINE OF STATE ROAD 60 AS SHOWN BEING S823534W
2 THERE MAY BE EASEMENTS AND OTHER ITEMS OF RECORD NOT SHOWN HERECW NO TITLE WORK FURNISHED
3 THIS IS A GRAPHIC ILLUSTRAnON FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED TO DEPICT A
FIELD SURVEY
4 THIS IS NOT A UOUNDARY SURVEY
WADE TRIMINCIVIL ENGINEERING LAND SURVEYING SINCE 1976
1410 IPGA Blvd Site 148 Daytona Beach FL 32117
LB 42232 7565 Phones 3862741600 For 3862741602
SKETCH DESCRIPTION
DATE OCTOBER 5 2010
MIT AREA
10250DWG SHEET 2 OF 3 KJK
Resolution No. 16-05
Exhibit B
Revised Exhibit A
Page 6 of 6
SKETCH AND LEGAL DESCRIPTION I THIS SPACE RESERVED FOR
LEGAL DESCRIPTION RECORDING INFORMATION
A PARCEL OF LAND LOCATED IN GOVERNMENT LOTS 3 AND 4 SECTION 16 TOWNSHIP 29 SOUTH RANGE 16 EAST AND THE NORTH A
OF THE NORTHEAST 14 OF SAID SECTION 16 PINELLAS COUNTY FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCE AT THE INTERSECTION OF THE SOUTHEASTERLY MOST CORNER OF THE CLEARWATER CHRISTIAN COLLEGE CAMPUS LANDS
WITH THE NORTHERLY RIGHTOFWAYLINE OF STATE ROAD 60 ALSO KNOWN AS GULFTOBAYBOULEVARD COURTNEY CAMPBELL
CAUSEWAY AND DAMS CAUSEWAY FOR A POINT OF REFERENCE THENCE S823534WALONG SAID NORTHERLY RIGHTOFWAYLINE
FOR A DISTANCE OF 82846 FEET TO A POINT OF CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF
552583 FEET AN ARC LENGTH OF 15137 FEET A CENTRAL ANGLE OF 013410 A CHORD BEARING OF S832238WAND A CHORD
DISTANCE OF 15136 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION
THENCE DEPARTING SAID NORTHERLY RIGHTOFWAYLINE N055016WFOR A DISTANCE OF 5000 FEET TO A NONTANGENT CURVE
THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 547583 FEET AN ARC LENGTH OF 15000 FEET A CENTRAL ANGLE
OF 013410 A CHORD BEARING OF N632238E AND A CHORD DISTANCE OF 15000 FEET TO A POINT OF TANGENCY THENCE
N823W34E FOR A DISTANCE OF 7589 FEET THENCE N182535EFOR A DISTANCE OF 1760 FEET THENCE N66IW36WFOR A
DISTANCE OF 1175 FEET THENCE N072444EFOR A DISTANCE OF 3690 FEET THENCE N274629EFOR A DISTANCE OF 3457
FEET THENCE N220603EFOR A DISTANCE OF 2614 FEET THENCE S85 2749E FOR A DISTANCE OF 2103 FEET THENCE
NOO2232WFOR A DISTANCE OF 4705 FEET THENCE N760309WFOR A DISTANCE OF 1017 FEET THENCE N0914S01N FOR A
DISTANCE OF 4943 FEET THENCE N215104WFOR A DISTANCE OF 4913 FEET THENCE 14614536WFOR A DISTANCE OF 1555
FEET THENCE N394821WFOR A DISTANCE OF 3676 FEET THENCE ND35129EFOR A DISTANCE OF 3804 FEET THENCE
N010126WFOR A DISTANCE OF 3977 FEET THENCE N391416WFOR A DISTANCE OF 2252 FEET THENCE N020150E FOR A
DISTANCE OF 668FEET THENCE N480704 E FOR A DISTANCE OF 2183 FEET THENCE N234308WFOR A DISTANCE OF 2322 FEET
THENCE N6013201 FOR A DISTANCE OF 1715 FEET THENCE N064231E FOR A DISTANCE OF 1005 FEET THENCE N412906WFOR
A DISTANCE OF 1311 FEET THENCE N452231EFOR A DISTANCE OF 2574 FEET THENCE N631848E FOR A DISTANCE OF 2382
FEET THENCE N53S507EFOR A DISTANCE OF 4994 FEET THENCE NOOIS34WFOR A DISTANCE OF 5685 FEET THENCE
N894326E FOR A DISTANCE OF 16068 FEET THENCE NOO1634WFOR A DISTANCE OF 10799 FEET THENCE N894328EFOR A
DISTANCE OF 1799 FEET THENCE NOOS649WFOR A DISTANCE OF 6866 FEET THENCE N14VW29VIFOR A DISTANCE OF 7174
FEET THENCE N141349WFOR A DISTANCE OF 3135 FEET THENCE N250424WFOR A DISTANCE OF 14053 FEET TO A POINT OF
CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 2500 FEET AN ARC LENGTH OF 3924 FEET A
CENTRAL ANGLE OF 895613 A CHORD BEARING OF N195343E AND A CHORD DISTANCE OF 3534 FEET TO A POINT OF TANGENCY
THENCE N645149EFOR A DISTANCE OF 4765 FEET THENCE N5502031 FOR A DISTANCE OF 6106 FEET THENCE N611438E FOR
A DISTANCE OF 5220 FEET THENCE N634938E FOR A DISTANCE OF 3784 FEET THENCE N707220E FOR A DISTANCE OF 9252
FEET THENCE N685127E FOR A DISTANCE OF 10470 FEET TD A POINT OF CURVATURE THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 2500 FEET AN ARC LENGTH OF 3746 FEET A CENTRAL ANGLE OF 855105 A CHORD BEARING OF
S6813OVE AND A CHORD DISTANCE OF 3405 FEET TO POINT OF TANGENCY THENCE 5259728E FOR A DISTANCE OF 6357 FEET
THENCE N361839EFOR A DISTANCE OF 4081 FEET THENCE N295515 E FOR A DISTANCE OF 1977 FEET THENCE N665831EFOR
A DISTANCE OF 1851 FEET THENCE SSS4335EFOR A DISTANCE OF 2781 FEET THENCE N715513E FOR A DISTANCE OF 2466
FEET THENCE N52O600EFOR A DISTANCE OF 3063 FEET THENCE S894920EFOR A DISTANCE OF 20474 FEET THENCE
N621350E FOR A DISTANCE OF 909FEET THENCE N214643E FOR A DISTANCE OF 2632 FEET THENCE N343833WFOR A
DISTANCE OF 2803 FEET THENCE N404536WFOR A DISTANCE OF 3660 FEET THENCE SBS4057WFOR A DISTANCE OF 4745
FEET THENCE N424716WFOR A DISTANCE OF 1754 FEET THENCE N212023E FOR A DISTANCE OF 1180 FEET THENCE
N890803EFOR A DISTANCE OF 2376 FEET THENCE N47 26361FOR A DISTANCE OF 950FEET THENCE N062213E FOR A
DISTANCE OF 2747 FEET THENCE N7825271 FOR A DISTANCE OF 2252 FEET THENCE N465113EFOR A DISTANCE OF 1418 FEET
THENCE S495547E FOR A DISTANCE OF 2043 FEET THENCE S234633E FOR A DISTANCE OF 2583 FEET THENCE N7110546E FOR
A DISTANCE OF 5643 FEET THENCE S385230EFOR A DISTANCE OF 936 FEET THENCE S670516E FOR A DISTANCE OF 2428
FEET THENCE N3307171E FOR A DISTANCE OF 2429 FEET THENCE S6905702EFOR A DISTANCE OF 2570 FEET THENCE
S240840EFOR A DISTANCE OF 3096 FEET THENCE S201644EFOR A DISTANCE OF 864FEET THENCE S87S035WFOR A
DISTANCE OF 1151 FEET THENCE S264W43WFOR A DISTANCE OF 1946 FEET THENCE S232549WFOR A DISTANCE OF 1913 FEET
THENCE S1123431 FOR A DISTANCE OF 2418 FEET THENCE N491146EFOR A DISTANCE OF 1783 FEET THENCE N825936E FOR
A DISTANCE OF 3497 FEET TO THE EAST LINE OF SAID SECTION 16 TOWNSHIP 29 SOUTH RANGE 16 EAST THENCE NOO00OOE
ALONG SAID SECTION LINE FOR A DISTANCE OF 104250 FEET TO THE NORTH LINE OF SAID SECTION 16 THENCE DEPARTING SAID
EAST LINE ALONG SAID NORTH LINE N893251WFOR A DISTANCE OF 213642 FEET TO A NONTANGENT CURVE THENCE ALONG SAID
CURVE TO THE RIGHT HAVING A RADIUS OF 4131 FEET AN ARC LENGTH OF 2037 FEET A CENTRAL ANGLE OF 283227 A CHORD
BEARING OF S382525WAND A CHORD DISTANCE OF 20822 FEET TO A POINT OF TANGENCY THENCE S524138WFOR A DISTANCE
OF 9782 FEET THENCE N5W3251WFOR A DISTANCE OF 8165 FEET TO THE EASTERLY RIGHTOFWAYLINE OF BAYSHORE
BOULEVARD A VARIABLE WIDTH RIGHTOFWAY THENCE ALONG SAID RIGHTOFWAYLINE S524201WFOR A DISTANCE OF 7301
FEET TO A POINT OF CURVATURE THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 26831 FEET AN ARC LENGTH OF
24390 FEET A CENTRAL ANGLE OF 520459 A CHORD BEARING OF S263908WAND A CHORD DISTANCE OF 23559 FEET TO A
POINT OF TANGENCY THENCE SGO3703WFOR A DISTANCE OF 13755 FEET TO THE NORTHERLY LINE OF LANDS KNOWN AS THE
EASTER TRACT PER OFFICIAL RECORDS BOOK 16135 PAGE 2664 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA THENCE
DEPARTING SAID EASTERLY RIGHTOFWAYLINE S892257EALONG SAID NORTHERLY LINE FOR A DISTANCE OF 34466 FEET THENCE
CONTINUE ALONG THE BOUNDARY OF SAID EASTER TRACT S521203EFOR A DISTANCE OF 57280 FEET THENCE SOO464OEFOR A
DISTANCE OF 19108 FEET TO THE NORTHERLY RIGHTOFWAYLINE OF THE AFOREMENTIONED STATE ROAD 60 AND A NONTANGENT
CURVE THENCE DEPARTING SAID EASTER TRACT BOUNDARY LINE ALONG SAID RIGHTOFWAYLINE AND SAID CURVE TO THE LEFT
HAVING A RADIUS OF 552563 FEET AN ARC LENGTH OF 48801 FEET A CENTRAL ANGLE OF 050338 A CHORD BEARING OF
N864132E AND A CHORD DISTANCE Of 48785 FEET TO THE AFOREMENTIONED POINT OF BEGINNING OF THIS DESCRIPTION
THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 10250 ACRES MORE OR LESS
I HEREBY CERTIFY THAT THIS SKETCH MEETS MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA 6zL1
BOARD Of PROFESSIONAL LAND SURVEYORS PER CHAPTER KENNETH J KUHARSJ17050THRU17052FLORIDAADUFNISTRA71YECODEFLORIDAPROFESSIONAL SURVEYORMAPPER f6105
WADE TRIM SKETCH DESCRIPTION
CIVIL ENGINEERING LAND SURVEYING SINCE 1976 DATE OCTOBER 5 2010
1410 LPGA Blvd Suite 148 Daytona Beach FL 32117 MIT AREA
LB 122J2 7565 Phone 3862741600 Fox 3862741602 10250OWG SHEET 3 OF 3 KJK
Resolution No. 16-05
Exhibit B
Revised Exhibit B
Revised Master Plan
Resolution No. 16-05
Exhibit B
LEGEND
vmmwceeueuse
MuR erwap w 1
CLEARWATER CHRISTIAN COLLEGE
EXISTING A PROPOSED iACILITIES
ewrm vesm
6
w wee a xl nsm nave e o I
I is MpSrti W
m
p
r
p
N
a
r a
r
I i waruv
7
LAND USE PLAN MAP AMENDMENTS
LDNIAG CUSSIIGTUN WENpuEN15
Neu ro al nNN
o nel rcm Ulu
mro ascr 9e1 ro aea of mmnea N o
s
xn Eyo
vrW o aw4m
E
c
coU
z
D U
a
rt F
b rt
N
Resolution No. 16-05
Exhibit B
Revised Exhibit C
Mitigation Plan
Developer agrees to mitigate the impact of the development that may occur in existing
wetland areas pursuant to this Agreement state and federal permitting agency
requirements Developer shall
1 Upgrade entire sites stormwater facilities within the Master Plan Area These
upgrades will include but are not limited to
Providing water quality treatment for the parts of the campus that
discharge untreated stormwater directly into the surrounding mangroves
and Tampa Bay
Improve the effectiveness of the existing wet treatment pond adjacent to
Cathcart Hall by eliminating its ability to commingle stormwater runoff
with daily tidal inflowsdischarges and
Eliminate frequent nuisance flooding within some of the parking area
classroom and administration buildings
2 Make application to Southwest Florida Water Management District SWFWMD
and US Army Corps of Engineers USACOE for approval of the Mitigation Bank
within 60 days of final approval by the City of this Amendment The proposed
Mitigation Bank will result in an approved wetland mitigation area in the Tampa Bay
area water basin The credits will be derived not from the creation of new mangrove area
where none currently exists but restoration of existing mangrove habitat that depending
on location is moderately to severelyimpacted by sedimentation mosquito ditch
dredging and spoiling and loss of adequate daily tidal flow from Tampa Bay and
Coopers Bayou The restoration effort will focus on improving flows through the
mangrove by upgrading the culverts under Damascus Road removing sediment and
muck and sculpting the sides and bottoms of select mosquito ditches creating a
branching system of tidal creeks that improves ambient water quality and ecological
habitat Secondary effects of the branching creek system will occur through improved
daily tidal exchange in Coopers Bayou partially restoring the natural tidal exchange
characteristics that existed before the construction of the Courtney Campbell Causeway
and improving the flow characteristics within the mangrove by demucking widening and
creating a branching tidal creek system within the mangroves The Mitigation Bank shall
be approved in accordance with Fla Stat 3734136 et seq as amended and Rule 62
342 FAC The City shall rely on SWFWMD and USACOE to finalize the appropriate
mitigation strategies necessary to achieve the maximum mitigation within the Mitigation
Area An appropriate number of credits would be used to compensate for wetlands
impacts associated with the Developer site improvements
3 Place a conservation easement over the Mitigation Area in conjunction with city
state and federal permitting In the event the state and federal agencies approve the
Mitigation Bank upon exhaustion of all mitigation credits created by the Mitigation
Bank Developer shall actively seek to transfer the Mitigation Area to the City or in the
Resolution No. 16-05
Exhibit B
event the City does not wish to take ownership of the Mitigation Area to another
government or conservation organization in fee simple for the purpose of expanding the
Coopers Point Nature Park recreation area subject to approval of the USACOF and
SWFWMD
4 In the event the state and federal agencies do not approve the Mitigation Bank or
in the event approves the Mitigation Bank but does not rate the proposed restoration
adequately high limiting the number of credits available for purchase to the extent that
the Mitigation Bank is not financially viable Developer agrees to proceed with individual
mitigation projects as permitted by the State Such activities may include
a Upgrading the existing culverts under Damascus Road to improve daily tidal
flows through the existing mangrove
b Removing muck from select mosquito ditches within the existing mangrove to
improve tidal flow andor ecological habitat
c Removing sediment and muck along an alignment of select mosquito ditches to
simulate a branching system that improves tidal flow and ecological habitat
Secondary effects of a branching tidal creek system will improve daily tidal
exchange in Coopers Bayou and partially restore its natural hydrologiccharacteristics
2
Resolution No. 16-05
Exhibit B
Revised Exhibit D
Revised Future Land Use Map
Revised Future Zoning Map
Amendment to Development Agreement
Page 3
ADOPTED
Resolution No. 16-05
Exhibit B
Revised Exhibit D
Revised Future Land Use Map
l
a
tY lis sCDL6
I 11 11111a
I f tF1 a 5 ytY if r
13
1
1
e
Resolution No. 16-05
Exhibit B
Revised Exhibit D
Revised future Zoning Map
3
IG011 II I I I 1
t
4
V U
G r
U
F
drSi Ay v
VVWSS
r
7
Y
3 If A 7 y 08tT f TT
I I
4t t
ttTc 1 y i 3 l
j 1
1i
n
y
41
x
r ty c f
fafi Mr r Qirikc
7 e
Resolution No. 16-05
Exhibit B
TERMINATION AND RELEASE OF DEVELOPMENT AGREEMENT AS AMENDED
THIS TERMINATION AND RELEASE OF DEVELOPMENT AGREEMENT AS
AMENDED (the “Termination”) is made on the __ day of ________________ 2016, by
Clearwater Christian College Private School, Inc., a Florida non-profit corporation, its successors
and assigns (collectively the “Developer” or “Owner”), whose address is 3400 Gulf to Bay
Boulevard, Clearwater, Florida 33759, and the CITY OF CLEARWATER, a municipal
corporation (the “City”), whose address is 112 S. Osceola Avenue, Clearwater, Florida 33756.
RECITALS
WHEREAS, as an apparent condition to approval for the development of the real
property described in Exhibit 1 attached hereto (the “Property”), the Owner and City entered into
that certain Development Agreement, dated August 12, 2010, recorded in O.R. Book 17005,
Page 630, Public Records of Pinellas County, Florida, which was amended by the First
Amendment to Development Agreement, dated October 27, 2010, recorded in O.R. Book 17078,
Page 179, Public Records of Pinellas County, Florida, (collectively “the Agreement”); and
WHEREAS, the Agreement runs with the land, and is binding on successive owners; and
WHEREAS, the City and Clearwater Christian mutually agree to a termination of the
Agreement, pursuant to section 163.3237, Florida Statutes; and
WHEREAS, the City Council held a public hearing on _____________, 2016, and
thereby passed Resolution 16-05 consenting to the termination and release of the Agreement,
contingent upon the City’s purchase of a portion of the Clearwater Christian property, as
described in Exhibit D of Resolution 16-05;
.
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 City
terminates the Agreement and hereby releases the Property described in Exhibit “1” from all
terms, conditions, agreements and covenants contained in the Agreement, including, without
limitation, the restrictions on the development of the Property as contained in Paragraph 6.1.3 of
the Agreement, contingent upon the City’s purchase of a portion of the Property. The City
hereby affirms and agrees that: (a) no provision, term, covenant or condition in said Agreement,
as amended, shall remain in effect after the date of acquisition by the City of a portion of the
Property described in Exhibit D of Resolution 16-05; and (b) the City claims no right, title or
interest in said Property or the improvements located thereon, pursuant to the Agreement, except
for any portion of the Property acquired as contemplated hereunder and described in Exhibit D of
Resolution 16-05. 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.
Resolution No. 16-05
Exhibit C
(SIGNATURE PAGE TO TERMINATION AND RELEASE OF DEVELOPMENT
AGREEMENT, AS AMENDED)
IN WITNESS WHEREOF, OWNER has executed this Agreement on the day and year
first above written.
Witnesses:
___________________________
Printed Name: _________________
___________________________
Printed Name: _________________
OWNER:
CLEARWATER CHRISTIAN
COLLEGE PRIVATE SCHOOL,
INC., a Florida non-profit
corporation
By: __________________________
Printed Name: _________________
Title: _________________________
STATE OF FLORIDA
COUNTY OF _________________
The foregoing instrument was acknowledged before me on _______________ 2016, by
_________________, as __________________ of CLEARWATER CHRISTIAN COLLEGE
PRIVATE SCHOOL, INC., a Florida non-profit corporation, 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:
Resolution No. 16-05
Exhibit C
(SIGNATURE PAGE TO TERMINATION AND RELEASE OF DEVELOPMENT
AGREEMENT, AS AMENDED)
CITY OF CLEARWATER, FLORIDA
Countersigned:
_______________________ By: ________________________
George N. Cretekos William B. Horne II
Mayor City Manager
Approved as to form: Attest:
_______________________ ____________________________
Camilo A. Soto Rosemarie Call
Assistant City Attorney City Clerk
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this _____ day of
_______________, 2016, by GEORGE N. CRETEKOS, as Mayor of the City of Clearwater,
Florida, who is [ ] personally known to me or has [ ] produced
_________________________________ as identification.
__________________________________
Notary Public
My Commission Expires:
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this ______ day of
____________________, 2016, by WILLIAM B. HORNE, II, as City Manager of the City of
Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced
_____________________________ as identification.
__________________________________
Notary Public
My Commission Expires:
Resolution No. 16-05
Exhibit C
Cl Cl:'. � w _J
::i
0
(D
w
Cl:'.
0
�
<( CD
LEGEND/ABBREVIATIONS
LB = ucrnsrn BUSINESS
R/W = RIGHT OF WAY PG/P = PAGE
Master Plan Area SKETCH AND LEGAL
DESCRIPTION
ORB = OFFICIAL RECORDS BOOK
0
NORTH
200 400 THIS SP ACE RESERVED FOR
RECORDING INFORMATION
EASTER
TRACT PER ORB 16135, PG 2664
THE NORTH 1/2 OF THE NE 1/4
SEC 16, TWP 29 S, RGE 16 E
C3 CH: 35.34' {
RAD: 25.00' ARC: 39.24'
GOVT LOT 3
CHB: N19'53'4J"E
DELTA: 89'56'13"
I ----
GOVT LOT 4
GRAPHIC SCALE
I.LI "'
L,. � 0 I U1 w 01 z N :J I-
I I-�U1
EASTERLY PROJECTION
<( u w w (/)
OF THE NORTHERLY LINE ---
OF GOVT LOT 4
C4 CH: 34.05' {
RAD: 25.00' ARC: 37.46'
CHB: S68'13 '01 "E
DELTA: 85'51'05"
1'=> .v··';,.,,'-� i
io � N I{)
),.I 0 I{) 0�"' co (/)
TAMPA BAY
\
POINT OF BEGINNING
FOR GEOMETRY LINE TABLES AND NOTES, SEE SHEET 2 OF 3
FOR LEGAL DESCRIPTION, SIGNATURE AND SEAL, SEE SHEET 3 OF 3
WADE TRIM SKETCH & DESCRIPTION
A WADE TRIM COMPANY -CIVIL ENGINEERING & LANO SURVEYING SINCE 1976 DATE: OCTOBER 5, 2010
LB #2232 #7565
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
Phone: 386-274-1600 Fox: 386-274-1602 ZZZ229009M
DEV AREA 28.55.DWG SHEET 1 OF 3 1" = 400'
_J w z z <(
I u
Cl:'. w I-
0... w w
Cl
EXHIBIT 1
Legal Description
_,,
SKETCH AND LEGAL DESCRIPTION
LINE TABLE
LINE LENGTH BEARING
Ll 50.00 N05 °50'16"\./
L2 75.89 N82°35'34"E
L3 17.60 Nl8°25'35"E
L4 11.75 N66 °10'36"\./ L40
LS 36.90 N07'24'44"E L41
L6 34.57 N27' 46'29"E L42
L7 26.14 N22'06'03"E L43
LB 21.03 S85°27'49'E L44
L9 47.05 Noo·22'32'\./ L45
LIO 10.17 N76'03'09'\./ L46
Lll 49.43 N09'14'50'\./ L47
L12 49.13 N2l 051'04'\./ L48
Ll3 15.55 N61'45'36'\./ L49
Ll4 36.76 N39' 48'21 '\./ L50
L15 38.04 N03 °51 '29'E L51
Ll6 39.77 NOl 001'26"\./ L52
L17 22.62 N39'14'16'\./ L53
L18 6.68 N02'01'50'E L54
L19 21.83 N48'07'04'E L55
L20 23.22 N23'43'08'\./ L56
L21 17.15 N60'13'20'E L57
L22 10.05 N06'42'31'E L58
L23 13.11 N41 '29'06'\./ L59
L24 25.74 N45'22'31'E L60
L25 23.82 N63'18'48'E L61
L26 49.94 N53°55'07'E L62
L27 56.85 N00'16' 34 '\./ L63
L28 180.68 N89'43'26'E L64
L29 107.99 N00'16'34'\./ L65
L30 17.99 N89'43'26'E L66
L31 68.66 N00'56' 49'\./ L67
L32 71.74 N14 '00'29'\./ L68
L33 31.35 N14'13'49'\./ L69
L34 148.53 N25'04'24'\./ L70
L35 47.65 N64 '51' 49'E L71
L36 61.06 N55'02'03'E L72
L37 52.20 N61 '14'38'E L73
L38 37.84 N63' 49'28'E L74
L39 92.52 N70'22'20'E L75
SURVEYOR'S NOT£5:
THIS SPACE RESERVED FOR
RECORDING INFORMATION
104.72 N68 °51'27"E
63.57 s25•17•2s·E
40.81 N36'18'39'E
19.77 N29'55'15'E
18.51 N66 '58'31 'E
27.81 S85'43'35"E
24.66 N71 '55'13'E
30.63 N52'06'00'E
204.74 S89'49'20'E
9.09 N62 °13'50"E
26.32 N21' 46' 43'E
28.03 N34 °38'33"\./
36.60 N40°45'36'\./
47.45 S85 °40'57'\./
17.54 N42' 4 7'16'\./
11.80 N21 '20'23'E
23.76 N89'08'03'E
9.50 N4 7'26'36'E
27.47 N06'22'13'E
22.62 N78'25'27'E
14.18 N46'51'13'E
20.43 S49'55'47'E
25.83 S23'46'33'E
56.43 N71'05'46'E
9.36 S38'52'30'E
24.28 S67'05'16'E
24.29 N33'07'17'E
28.70 S69'05'02'E
30.96 S24'08'40'E
8.64 S20'16'44'E
11.51 S87'50'35'\./
19.46 S26'48'43'\./
19.13 S23'25' 49'\./
24.18 S11'23'43'E
17.83 N49'11'46'E
34.97 N82'59'36'E
1. BASIS OF BEARINGS: ASSUMED, WITH THE NORTHERLY LINE OF STATE ROAD 60, AS SHOWN, BEING S82"J5'J4"W.
2. THERE MAY BE EASEMENTS AND OTHER ITEMS OF RECORD NOT SHOWN HEREON (NO TITLE WORK FURNISHED).
J. THIS IS A GRAPHIC ILLUSTRATION FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT INTENDED TO DEPICT A
FIELD SURVEY.
4. THIS IS NOT A BOUNDARY SURVEY.
It] WADE TRIM SKETCH & DESCRIPTION
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976 DATE: OCTOBER 5, 2010
1410 LPGA Blvd., Suite 148, Daytona Beoch, FL 32117 ZZZ229009M
LB #2232 #7565 Phone: 386-274-1600 Fax: 386-274-1602 DEV AREA 28.55.DWG SHEET 2 OF 3 I KJK
EXHIBIT 1
Legal Description
LEGAL DESCRIPTION
SKETCH AND LEGAL DESCRIPTION
THIS SPACE RESERVED FOR
RECORDING INFORMATION
A PARCEL OF LAND LOCATED WITHIN GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND GOVERNMENT LOTS
3 AND 4, SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, AND THE NORTH % OF THE NORTHEAST J4 OF SAID SECTION 16, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTHEASTERLY MOST CORNER OF THE CLEARWATER CHRISTIAN COLLEGE CAMPUS LANDS, WITH THE NORTHERLY RIGHT-OF-WAY LINE
OF STATE ROAD 60 (ALSO KNOWN AS GULF-TO-BAY BOULEVARD, COURTNEY CAMPBELL CAUSEWAY AND DAVIS CAUSEWAY) FOR A POINT OF BEGINNING;
THENCE S82"35'34"W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 828.46 FEET TO A POINT OF CURVATURE;
THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 5525.83 FEET, AN ARC LENGTH OF 151.37 FEET, A CENTRAL ANGLE
OF 01"34'10", A CHORD BEARING OF S83'22'38'W AND A CHORD DISTANCE OF 151.36 FEET TO A NON-TANGENT LINE: THENCE
DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE N05'50'16"W ALONG SAID LINE FOR A DISTANCE OF 50.00 FEET TO A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 5475.83 FEET, AN ARC LENGTH OF 150.00 FEET, A CENTRAL
ANGLE OF 01'34'10", A CHORD BEARING OF N83'22'38''E AND A CHORD DISTANCE OF 150.00 FEET TO A POINT OF TANGENCY; THENCE
N82'35'34"E FOR A DISTANCE OF 75.89 FEET: THENCE N18'25'35"E FOR A DISTANCE OF 17.60 FEET; THENCE N66'10'36'W FOR A
DISTANCE OF 11.75 FEET; THENCE N07'24'44''E FOR A DISTANCE OF 36.90 FEET; THENCE N27'46'29"E FOR A DISTANCE OF 34.57
FEET: THENCE N22'06'03"E FOR A DISTANCE OF 26.14 FEET; THENCE S85'27'49''E FOR A DISTANCE OF 21.03 FEET; THENCE
N00'22'32'W FOR A DISTANCE OF 47.05 FEET; THENCE N76'03'09"W FOR A DISTANCE OF 10.17 FEET; THENCE N09'14'50"W FOR A
DISTANCE OF 49.43 FEET; THENCE N21'51'04'W FOR A DISTANCE OF 49.13 FEET; THENCE N61"45'36'W FOR A DISTANCE OF 15.55
FEET; THENCE N39'48'21'W FOR A DISTANCE OF 36.76 FEET; THENCE N03'51'29''E FOR A DISTANCE OF 38.04 FEET; THENCE
N01'01'26'W FOR A DISTANCE OF 39.77 FEET: THENCE N39'14'16'W FOR A DISTANCE OF 22.62 FEET; THENCE N02'01'50 ''E FOR A
DISTANCE OF 6.68 FEET; THENCE N48'07'04''E FOR A DISTANCE OF 21.83 FEET: THENCE N23'43'08"W FOR A DISTANCE OF 23.22 FEET;
THENCE N60'13'20"E FOR A DISTANCE OF 17.15 FEET; THENCE N06 '42'31''E FOR A DISTANCE OF 10.05 FEET; THENCE N41'29'06"W FOR
A DISTANCE OF 13.11 FEET; THENCE N45'22'31''E FOR A DISTANCE OF 25.74 FEET; THENCE N63'18'48''E FOR A DISTANCE OF 23.82
FEET; THENCE N53 '55'07''E FOR A DISTANCE OF 49.94 FEET; THENCE NOD'16'34"W FOR A DISTANCE OF 56.85 FEET; THENCE
N89'43'26''E FOR A DISTANCE OF 180.68 FEET; THENCE NOO't6'34"W FOR A DISTANCE OF 107.99 FEET; THENCE N89'43'26"E FOR A
DISTANCE OF 17.99 FEET; THENCE N00'56'49"W FOR A DISTANCE OF 68.66 FEET; THENCE N14'00'29'W FOR A DISTANCE OF 71.74
FEET; THENCE N14'13'49'W FOR A DISTANCE OF 31.35 FEET; THENCE N25'04'24"W FOR A DISTANCE OF 148.53 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.DD FEET, AN ARC LENGTH OF 39.24 FEET, A
CENTRAL ANGLE OF 89'56'13", A CHORD BEARING OF N19'53'43''E AND A CHORD DISTANCE OF 35.34 FEET TO A POINT OF TANGENCY:
THENCE N64'51'49''E FOR A DISTANCE OF 47.65 FEET: THENCE N55'02'D3''E FOR A DISTANCE OF 61.06 FEET; THENCE N61'14'38"E FOR
A DISTANCE OF 52.20 FEET: THENCE N63'49'38"E FOR A DISTANCE OF 37.84 FEET; THENCE N70"22'20"E FOR A DISTANCE OF 92.52
FEET; THENCE N68'51'27"E FOR A DISTANCE OF 104.70 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 37.46 FEET, A CENTRAL ANGLE OF 85'51'05", A CHORD BEARING OF
S68'13'01''E AND A CHORD DISTANCE OF 34.05 FEET TO POINT OF TANGENCY: THENCE S25'17'28''E FOR A DISTANCE OF 63.57 FEET;
THENCE N36'18'39''E FOR A DISTANCE OF 40.81 FEET; THENCE N29'55'15"E FOR A DISTANCE OF 19.77 FEET: THENCE N66'58'31"E FOR
A DISTANCE OF 18.51 FEET; THENCE S85'43'35''E FOR A DISTANCE OF 27.81 FEET: THENCE N71'55'13"E FOR A DISTANCE OF 24.66
FEET; THENCE N52'06'00''E FOR A DISTANCE OF 30.63 FEET: THENCE S89'49'20"E FOR A DISTANCE OF 204.74 FEET; THENCE
N62'13'50''E FOR A DISTANCE OF 9.09 FEET; THENCE N21'46'43"E FOR A DISTANCE OF 26.32 FEET; THENCE N34'38'33'W FOR A
DISTANCE OF 28.03 FEET: THENCE N40'45'36"W FOR A DISTANCE OF 36.60 FEET; THENCE S85'40'57'W FOR A DISTANCE OF 47.45
FEET; THENCE N42'47'16"W FOR A DISTANCE OF 17.54 FEET; THENCE N21'20'23''E FOR A DISTANCE OF 11.80 FEET: THENCE
N89'08'03''E FOR A DISTANCE OF 23.76 FEET; THENCE N47'26'36''E FOR A DISTANCE OF 9.50 FEET; THENCE N06'22'13"E FOR A
DISTANCE OF 27.47 FEET; THENCE N78'25'27''E FOR A DISTANCE OF 22.62 FEET; THENCE N46'51'13''E FOR A DISTANCE OF 14.18 FEET;
THENCE S49'55'47''E FOR A DISTANCE OF 20.43 FEET; THENCE S23'46'33''E FOR A DISTANCE OF 25.83 FEET: THENCE N71'05'46"E FOR
A DISTANCE OF 56.43 FEET; THENCE S38'52'30''E FOR A DISTANCE OF 9.36 FEET; THENCE S67'05'16'£ FOR A DISTANCE OF 24.28
FEET: THENCE N33'07'17''E FOR A DISTANCE OF 24.29 FEET; THENCE 569'05'02'£ FOR A DISTANCE OF 28.70 FEET; THENCE
S24'08'40''E FOR A DISTANCE OF 30.96 FEET; THENCE S20'16'44''E FOR A DISTANCE OF 8.64 FEET; THENCE S87'50'35'W FOR A
DISTANCE OF 11.51 FEET; THENCE S26'48'43"W FOR A DISTANCE OF 19.46 FEET; THENCE S23'25'49"W FOR A DISTANCE OF 19.13 FEET;
THENCE 511'23'43'£ FOR A DISTANCE OF 24.18 FEET; THENCE N49'11'46"E FOR A DISTANCE OF 17.83 FEET; THENCE N82'59'36''E FOR
A DISTANCE OF 34.97 FEET TO THE EAST LINE OF SAID SECTION 16. TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE soo·oo'OO"W ALONG SAID SECTION LINE FOR A DISTANCE OF 279.89 FEET TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 4; THENCE
DEPARTING SAID SECTION LINE 589'30'50'£ ALONG THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 4 FOR A DISTANCE OF 524.51 FEET TO THE DEEP WATER CHANNEL OF TAMPA BAY; THENCE DEPARTING SAID EASTERLY PROJECTION ALONG
SAID CHANNEL THE FOLLOWING TWO (2) COURSES; 1) THENCE S43'23'49"W FOR A DISTANCE OF 763.40 FEET; 2) THENCE S44'38'51"W FOR A DISTANCE OF 490.96 FEET TO THE AFOREMENTIONED POINT OF BEGINNING OF THIS DESCRIPTION.
THE ABOVE DESCRIBED PARCEL CONTAINS 28.55 ACRES, MORE OR LESS.
I HEREBY CERTIFY THAT THIS SKETCH MEETS MINIMUM
TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL LAND SURVEYORS PER CHAPTER
5J-17.050 THRU 17.052, FLORIDA ADMINISTRATIVE CODE.
KENNtTH J. KUHAR
FLORIDA PROFESSIONAL SURVEYOR/MAPPER #6105
LB #2232 #7565
WADE TRIM
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
Phone: 386-274-1600 Fox: 386-274-1602 ZZZ229009M DEV AREA 28.55.DWG
SKETCH & DESCRIPTION
DATE: OCTOBER 5, 2010
SHEET 3 OF 3 I KJK
EXHIBIT 1
Legal Description
0 a:: ;; w _J :) 0CD wa:: 0 I
+
NORTH
Mitigation Area
SKETCH AND
LEGAL DESCRIPTION
LEGEND/ABBREV�TIONS
LB =LICENSED BUSINESS
R/W = RIGHT OF WAY
0 200 400
L--�---'
PG/P = PAGE
ORB = OFFICIAL RECORDS BOOK THIS SPACE RESERVED FOR RECORDING INFORMATION GRAPHIC SCALE S52"41'38"W 97.82" N89"32'51"W NORTH LINE OF SEC 16-T29S-R16E 81.65' r---------..;;..;.;.....;;;.;.;.;;..,N;;.8_9.;;,"3;;;,2;;.'5.;,1';;.'W..;,;;;.;;.;;,..;,;.;_;;;;;; _________ _
3: 't,., -
oil) • If) r-. . ...,ro • r-. 0")o�(/)
ARC: 208.37' CH: 206.22' CHB: S38"25'25"W
1 RAD: 418.31' 2136.42'
DEL TA: 28"32'27" THE NORTH 1 /2 OF THE NE 1 / 4 RAD: 268.31' ARC: 243.90' CH: 235.59' CHB: S26"39'08"W DEL TA: 52"04'59"
SEC 16, TWP 29 S, RGE 16 E
102.50 ACRES
MORE OR LESS C4 CH: 34.05'
{ RAD: 25.00' ARC: 39.24' { RAD: 25.00' ARC: 37.46' CHB: S68"13'01 "E DEL TA: 85"51 '05"
{ RAD: 5475.83' ARC: 150.00' C2 CH: 150.00' CHB: N83"22' 38"E DELTA: 01"34'10"
C3 CH: 35.34' CHB: N19"53'43"E DEL TA: 89"56'13" C4 1':l .\--� \,i.__......... '
wlD
w C£ ' • I 00 (!) 0 <O a,
ON f::! �i 0 � lDz uw
(/) u_ 0
w z ::::; I
(/)
<( w
<( -----CD -- --- -
----- -------/-- ----
{ RAD: 5525.83' ARC: 151.37' C1 CH: 151.36' GOVT LOT 3 GOVT LOT 4 CHB: S83"22' 38"W DELTA: 01"34'10"
S89'22'57"E. z 344.66' POINT OF BEGINNING ! I
a::
EASTER TRACT PER ORB 16135, PG 2664
(/) 00 .i,: <O :
0 0
� r,{ R/W
\II �8
�I::? S: C2 -' C7 �2·35'3ci:·w, \ C1 828,4� \__--ST A TE ROAD 60VO ------
\
RAD: 5525.83' ARC: 488.01' CH: 487.85'' ---GULf-To-B AY B�AUSEWAY CAMP BE.LL couRTN�� VIS CAUSE.WA y POINT OF REFERENCE CHB: N86"41'32"E DEL TA: 05"03'36" FOR GEOMETRY LINE TABLES AND NOTES, SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION, SIGNATURE AND SEAL, SEE SHEET 3 OF 3
WADE TRIM
A WADE TRIM COMPANY -CIVIL ENGINEERING & LAND SURVEYING SINCE 1975
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
LB #2232 #7565 Phone: 386-274-1600 Fax: 385-274-1602 MIT AREA
102.50.DWG
SKETCH & DESCRIPTION
DA TE: OCTOBER 5, 2010
SHEET 1 OF 3 1" = 400'
EXHIBIT 1
Legal Description
SKETCH AND LEGAL DESCRIPTION
LINE TABLE
LINE LENGTH BEARING
L1 50.00 Nos•50·16·w
L2 75.89 N82'35'34'E
L3 17.60 Nl8'25'35'E
L4 11.75 N66°10'36'\./ L40
L5 36.90 N07'24'44'E L41
L6 34.57 N27°46'29'E L42
L7 26.14 N22°06'03'E L43
LS 21.03 S85'27'49'E L44
L9 47.05 N00'22'32'\./ L45
LlO 10.17 N76'03'09'\./ L46
Lll 49.43 N09°14'50'\./ L47
L12 49.13 N21°51'04'\./ L48
L13 15.55 N61'45'36'\./ L49
L14 36.76 N39' 48'21 '\./ LSO
L15 38.04 N03'51'29'E L51
L16 39.77 NOl 001 '26'\./ L52
L17 22.62 N39'14'16'\./ L53
L18 6.68 N02'01'50'E L54
L19 21.83 N48°07'04'E L55
L20 23.22 N23' 43'08'\./ L56
L21 17.15 N60'13'20'E L57
L22 10.05 N06'42'3l'E L58
L23 13.11 N41 '29'06'\./ L59
L24 25.74 N45'22'31 'E L60
L25 23.82 N63°18'48'E L61
L26 49.94 N53 °55'07'E L62
L27 56.85 N00'16'34'\./ L63
L28 180.68 N89'43'26'E L64
L29 107.99 N00'16'34 '\./ L65
L30 17.99 N89'43'26'E L66
L31 68.66 N00'56'49'\./ L67
L32 71.74 Nl4 '00'29'\./ L68
L33 31.35 Nl4'13'49'\./ L69
L34 148.53 N25'04'24'\./ L70
L35 47.65 N64'51'49'E L71
L36 61.06 N55'02'03'E L72
L37 52.20 N61 '14'38'E L73
L38 37.84 N63'49'28'E L74
L39 92.52 N70'22'20'E L75
SURVEYOR'S NOTES:
THIS SPACE RESERVED FOR
RECORDING INFORMATION
104.72 N68'51'27'E
63.57 S25'17'28'E
40.81 N36'18'39'E
19.77 N29'55'15'E
18.51 N66'58'31'E
27.81 S85'43'35'E
24.66 N71 '55'13'E
30.63 N52'06'00'E
204.74 S89'49'20'E
9.09 N62'13'50'E
26.32 N21'46'43'E
28.03 N34'38'33'\./
36.60 N40'45'36'\./
47.45 ss5·40•57·w
17.54 N42'47'16'\./
11.80 N21 '20'23'E
23.76 N89'08'03'E
9.50 N4 7'26'36'E
27.47 N06'22'13'E
22.62 N7B 025'27'E
14.18 N46 '51 '13'E
20.43 S49'55'47'E
25.83 S23'46'33'E
56.43 N71 '05' 46'E
9.36 S38'52'30'E
24.28 S67'05'16'E
24.29 N33'07'17'E
28.70 S69'05'02'E
30.96 S24'08'40'E
8.64 S20'16'44'E
11.51 S87'50'35'\./
19.46 S26 '48' 43'\./
19.13 S23'25'49'\./
24.18 SW23'43'E
17.83 N49'11'46'E
34.97 N82'59'36'E
1.BASIS OF BEARINGS: ASSUMED, WITH THE NORTHERLY LINE OF STA TE ROAD 60, AS SHOWN, BEING S82"J5'J4"W.
2.THERE MAY BE EASEMENTS AND OTHER ITEMS OF RECORD NOT SHOWN HEREON (NO TITLE WORK FURNISHED).
J.THIS IS A GRAPHIC ILLUSTRATION FOR INFORMATIONAL PURPOSES ONLY. AND IS NOT INTENDED TO DEPICT A
FIELD SURVEY.
4.THIS IS NOT A BOUNDARY SURVEY.
(I] WADE TRIM SKETCH & DESCRIPTION
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976 DA TE: OCTOBER 5, 2010 1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117 MIT AREA
LB #2232 #7565 Phone: 386-27 4-1600 Fox: 386-274-1602 102.50.DWG SHEET 2 OF 3 I KJK
EXHIBIT 1
Legal Description
LEGAL DESCRIPTION
SKETCH AND LEGAL DESCRIPTION THIS SPACE RESERVED FOR RECORDING INfORMA TION
A PARCEL OF LAND LOCATED IN GOVERNMENT LOTS 3 AND 4, SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, AND THE NORTH �
OF THE NORTHEAST )<I OF SAID SECTION 16, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTHEASTERLY MOST CORNER OF THE CLEARWATER CHRISTIAN COLLEGE CAMPUS LANDS,
WITH THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 60 (ALSO KNOWN AS GULF-TO-BAY BOULEVARD, COURTNEY CAMPBELL
CAUSEWAY AND DAVIS CAUSEWAY) FOR A POINT OF REFERENCE; THENCE S82'35'34''W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 828.46 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF
5525.83 FEET, AN ARC LENGTH OF 151.37 FEET. A CENTRAL ANGLE OF 01"34'10", A CHORD BEARING OF S83'22'38''W AND A CHORD DISTANCE OF 151.36 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION;
THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE N05"50'16''W FOR A DISTANCE OF 50.00 FEET TO A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 5475.83 FEET, AN ARC LENGTH OF 150.00 FEET, A CENTRAL ANGLE
OF 01"34'10", A CHORD BEARING OF N83"22'38'£ AND A CHORD DISTANCE OF 150.00 FEET TO A POINT OF TANGENCY; THENCE
N82"35'34'£ FOR A DISTANCE OF 75.89 FEET; THENCE N18"25'35'£ FOR A DISTANCE OF 17.60 FEET; THENCE N66"10'36''W FOR A
DISTANCE OF 11.75 FEET; THENCE N07'24'44'£ FOR A DISTANCE OF 36.90 FEET; THENCE N27"46'29"E FOR A DISTANCE OF 34.57
FEET; THENCE N22"06'03'£ FOR A DISTANCE OF 26.14 FEET; THENCE S85'27'49'£ FOR A DISTANCE OF 21.03 FEET; THENCE
N00"22'32"W FOR A DISTANCE OF 47.05 FEET; THENCE N76'03'09''W FOR A DISTANCE OF 10.17 FEET; THENCE N09"14'50''W FOR,A
DISTANCE OF 49.43 FEET; THENCE N21'51'04''W FOR A DISTANCE OF 49.13 FEET; THENCE N61"45'36''W FOR A DISTANCE OF 15.55
FEET; THENCE N39'48'21 ''W FOR A DISTANCE OF 36. 76 FEET; THENCE N0.3"51'29'£ FOR A DISTANCE OF 38.04 FEET; THENCE
N01"01'26''W FOR A DISTANCE OF 39.77 FEET; THENCE N39'14'16''W FOR A DISTANCE OF 22.62 FEET; THENCE N02'01'50'£ FOR A
DISTANCE OF 6.68 FEET; THENCE N48"07'04'£ FOR A DISTANCE OF 21.83 FEET; THENCE N23"43'08''W FOR A DISTANCE OF 23.22 FEET;
THENCE N60'13'20'£ FOR A DISTANCE OF 17.15 FEET; THENCE N06"42'31'£ FOR A DISTANCE OF 10.05 FEET; THENCE N41"29"06'W FOR
A DISTANCE OF 13.11 FEET; THENCE N45"22'31'£ FOR A DISTANCE OF 25.74 FEET; THENCE N63'18'48"E FOR A DISTANCE OF 23.82
FEET; THENCE N53"55'07'"E FOR A DISTANCE OF 49.94 FEET; THENCE N00"16'34'W FOR A DISTANCE OF 56.85 FEET; THENCE
N89"43'26'£ FOR A DISTANCE OF 180.68 FEET; THENCE N00"16'34''W FOR A DISTANCE OF 107.99 FEET; THENCE N89"43'26'£ FOR A
DISTANCE OF 17.99 FEET; THENCE N00"56'49''W FOR A DISTANCE OF 68.66 FEET; THENCE N14"00'29'W FOR A DISTANCE OF 71.74
FEET; THENCE N14"13'49'W FOR A DISTANCE OF 31.35 FEET; THENCE N25'04'24''W FOR A DISTANCE OF 148.53 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.24 FEET, A
CENTRAL ANGLE OF 89"56'13", A CHORD BEARING OF N19"53'43'£ AND A CHORD DISTANCE OF 35.34 FEET TO A POINT OF TANGENCY;
THENCE N64"51'49'£ FOR A DISTANCE OF 47.65 FEET; THENCE N55'02'03'£ FOR A DISTANCE OF 61.06 FEET; THENCE N61"14'38'£ FOR
A DISTANCE OF 52.20 FEET; THENCE N63'49'38'£ FOR A DISTANCE OF 37.84 FEET; THENCE N70"22'20'£ FOR A DISTANCE OF 92.52
FEET; THENCE N68"51'27'E FOR A DISTANCE OF 104.70 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 37.46 FEET, A CENTRAL ANGLE OF 85 '51'05", A CHORD BEARING OF
S68"13'01'£ AND A CHORD DISTANCE OF 34.05 FEET TO POINT OF TANGENCY; THENCE S25'17'28'£ FOR A DISTANCE OF 63.57 FEET;
THENCE N36"18'39'£ FOR A DISTANCE OF 40.81 FEET; THENCE N29'55'15'£ FOR A DISTANCE OF 19. 77 FEET; THENCE N66"58'31 '£ FOR
A DISTANCE OF 18.51 FEET; THENCE S85"43'35'£ FOR A DISTANCE OF 27.81 FEET; THENCE N71"55'13'£ FOR A DISTANCE OF 24.66
FEET; THENCE N52"06'00'£ FOR A DISTANCE OF 30.63 FEET; THENCE S89'49'20'£ FOR A DISTANCE OF 204. 74 FEET; THENCE
N62'13'50'£ FOR A DISTANCE OF 9.09 FEET; THENCE N21"46'43'£ FOR A DISTANCE OF 26.32 FEET; THENCE N34"38'33'W FOR A
DISTANCE OF 28.03 FEET; THENCE N40"45'36'W FOR A DISTANCE OF 36.60 FEET; THENCE S85"40'57'W FOR A DISTANCE OF 47.45
FEET; THENCE N42"47'16'W FOR A DISTANCE OF 17.54 FEET; THENCE N21"2D'23'£ FOR A DISTANCE OF 11.80 FEET; THENCE
N89"08'03'£ FOR A DISTANCE OF 23.76 FEET; THENCE N47'26'36 "E FOR A DISTANCE OF 9.50 FEET; THENCE N06"22'13'£ FOR A
DISTANCE OF 27.47 FEET; THENCE N78"25'27'£ FOR A DISTANCE OF 22.62 FEET; THENCE N46'51'13 '£ FOR A DISTANCE OF 14.18 FEET;
THENCE S49"55'47'E FOR A DISTANCE OF 20.43 FEET; THENCE S23'46'33'£ FOR A DISTANCE OF 25.83 FEET; THENCE N71'05'46'£ FOR A DISTANCE OF 56.43 FEET; THENCE S38"52'30'£ FOR A DISTANCE OF 9.36 FEET; THENCE S67"05'16'£ FOR A DISTANCE OF 24.28
FEET; THENCE N33'07'17'£ FOR A DISTANCE OF 24.29 FEET; THENCE S69'D5'02'£ FOR A DISTANCE OF 28.70 FEET; THENCE
S24"08'40'£ FOR A DISTANCE OF 30.96 FEET; THENCE S20"16'44'£ FOR A DISTANCE OF 8.64 FEET; THENCE SB7'50'35'W FOR A
DISTANCE OF 11.51 FEET; THENCE S26"48'43''W FOR A DISTANCE OF 19.46 FEET; THENCE S23'25'49'W FOR A DISTANCE OF 19.13 FEET;
THENCE S11"23'43'£ FOR A DISTANCE OF 24.18 FEET; THENCE N49"11'46'£ FOR A DISTANCE OF 17.83 FEET; THENCE NB2'59'36'£ FOR
A DISTANCE OF 34.97 FEET TO THE EAST LINE OF SAID SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE NOO'OO'OO'£ ALONG SAID SECTION LINE FOR A DISTANCE OF 1042.60 FEET TO THE NORTH LINE OF SAID SECTION 16; THENCE DEPARTING SAID EAST LINE ALONG SAIO NORTH LINE N89"32'51'W FOR A DISTANCE OF 2136.42 FEET TO A NON-TANGENT CURVE; THENCE ALONG SAID
CURVE TO THE RIGHT HAVING A RADIUS OF 418.31 FEET, AN ARC LENGTH OF 208.37 FEET, A CENTRAL ANGLE OF 28"32'27", A CHORD
BEARING OF S38"25'25'W AND A CHORD DISTANCE OF 206.22 FEET TO A POINT OF TANGENCY; THENCE S52"41'38'W FOR A DISTANCE
OF 97.82 FEET; THENCE N89"32'51'W FOR A DISTANCE OF 81.65 FEET; TO THE EASTERLY RIGHT-OF-WAY LINE OF BAYSHORE
BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE ALONG SAID RIGHT-OF-WAY LINE S52"42'01'W FOR A DISTANCE OF 73.01 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 268.31 FEET. AN ARC LENGTH OF
243.90 FEET. A CENTRAL ANGLE OF 52"04'59", A CHORD BEARING OF S26"39'08'W AND A CHORD DISTANCE OF 235.59 FEET TO A
POINT OF TANGENCY; THENCE S00"37'03'W FOR A DISTANCE OF 1378.55 FEET TO THE NORTHERLY LINE OF LANDS KNOWN AS THE EASTER TRACT, PER OFFICIAL RECORDS BOOK 16135, PAGE 2664 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE
DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE S89"22'57'E ALONG SAID NORTHERLY LINE FOR A DISTANCE OF 344.66 FEET; THENCE
CONTINUE ALONG THE BOUNDARY OF SAID EASTER TRACT S52'12'03'E FOR A DISTANCE OF 572.80 FEET; THENCE SD0"46'40'£ FOR A DISTANCE OF 191.08 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED STATE ROAD 60 AND A NON-TANGENT CURVE; THENCE DEPARTING SAID EASTER TRACT BOUNDARY LINE, ALONG SAID RIGHT-OF-WAY LINE AND SAID CURVE TO THE LEFT
HAVING A RADIUS OF 5525.83 FEET, AN ARC LENGTH OF 488.01 FEET, A CENTRAL ANGLE OF 05"03"36", A CHORD BEARING OF
N86'41'32'E AND A CHORD DISTANCE OF 487.85 FEET TO THE AFOREMENTIONED POINT OF BEGINNING OF THIS DESCRIPTION.
THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 102.50 ACRES, MORE OR LESS. J � .
I HER[BY CERTIFY THAT TI-1/S SKE:TCH MEETS MINIMUM J TECHNICAL STANDARDS AS S£T FORTH BY THE FLORIDA �tJ::.[ � -- ......._ BOARD OF PROF£SSIONAL LAND SURVEYORS PER CHAPTER K[NN[TH J. KUHAR SJ-17.050 THRU 17.052, FLORIDA ADMINISTRATIVE CODE. FLORIDA PROFESSIONAL SURVEYOR/MAPPER #6105
LB #2232 #7565
WADE TRIM
CIVIL ENGINEERING & LAND SURVEYING SINCE 1976
1410 LPGA Blvd., Suite 148, Daytona Beach, FL 32117
Phone: 386-274-1600 Fox: 386-274-1602 MIT AREA
102.50.DWG
SKETCH & DESCRIPTION
DA TE: OCTOBER 5, 2010
SHEET 3 OF 3 I KJK
EXHIBIT 1
Legal Description
Resolution No. 16-05
Exhibit D
Four (4) tracts of land generally described as follows:
• Parcel “A” - Portions of Pinellas County Property I.D. #s 16-29-16-00000-130-
0200, 16-29-16-00000-120-0100, 16-29-16-00000-110-0100 and 16-29-16-
00000-140-0100.
• Parcel “B” - Pinellas County Property I.D. # 16-29-16-00000-130-0300,
previously deeded to Easterland by virtue of that certain Statutory Warranty Deed
recorded in Book 16135, Page 2664 of the Official Records of Pinellas County.
• Parcel “C” - Pinellas County Property I.D. # 16-29-16-00000-130-0310,
previously deeded to CCC by virtue of that certain Warranty Deed (corrective)
recorded in Book 10311, Page 1231 of the Official Records of Pinellas County,
Florida
• Parcel “D” - Portions of submerged lands acquired by CCC by virtue of deeds
recorded in Book 10311, Page 1231 and Book 4248, Page 1059 of the official
Records of Pinellas County, Florida and other submerged lands to which Seller
may own an interest, as may be determined by a boundary survey, lying within,
or adjacent to, Section 16, Township 29 South, Range 16 East
Parcels “A,” “B,” “C,” and “D” shall be more particularly described by a boundary
survey as provided for in Paragraph 12 of that certain Contract for Purchase of Real
Property by the City of Clearwater, Florida to be considered and voted upon by the
Clearwater City Council of even date herewith.
COMMUNITY DEVELOPMENT BOARD
PLANNING AND DEVELOPMENT DEPARTMENT
STAFF REPORT
MEETING DATE:April 19, 2016
AGENDA ITEM:G.1.
CASE:DVA2010-06001
REQUEST:Review and recommendation to the City Council, of the mutual, conditional
termination of a Development Agreement and the First Amendment to the
Development Agreement between Christian College Private School, Inc., a
Florida Non-Profit Corporation, and its successors, and the City of Clearwater.
GENERAL DATA:
Owner ...............................Clearwater Christian College Private School, Inc.
Applicant ..........................City of Clearwater & Clearwater Christian College Private School, Inc.
Location ............................3400 Gulf-to-Bay Boulevard, located on the north side of Gulf-to-Bay Boulevard
approximately 900 feet east of Bayshore Boulevard
Property Size ....................131.05 acres
Future Land Use Plan ......(Proposed, conditioned upon termination) Institutional (I), Commercial General
(CG), Preservation (P), Recreation/Open Space (R/OS), Residential Low (RL),
and Water/Drainage Feature categories
Zoning ...............................(Proposed, conditioned upon termination) Institutional (I), Commercial (C),
Preservation (P), Low Density Residential (LDR), and Open Space/Recreation
(OS/R) Districts
Adjacent Zoning....North:Preservation (P) and Open Space/Recreation (OS/R) Districts
South:Open Space/Recreation (OS/R), Commercial (C), and Preservation (P) Districts
East:Preservation (P) and Open Space/Recreation (OS/R) Districts
West:Medium Density Residential (MDR), Mobile Home Park (MHP), Low Medium
Density Residential (LMDR), and Preservation (P) Districts
Existing Land Use ............Educational Facilities uses
Proposed Land Use ..........Educational Facilities uses
Community Development Board – April 19, 2016
DVA2010-06001, as amended –Page 2 of 6
Level III Termination of a Development Agreement PLANNING & DEVELOPMENT
LONG RANGE PLANNING DIVISION
ANALYSIS:
Location and Existing Conditions:
The 131.05-acre site is located on the
north side of Gulf-to-Bay Boulevard east
of Bayshore Boulevard. The subject
property has approximately 1,440 feet of
frontage along Gulf-to-Bay Boulevard
adjacent to Florida Department of
Transportation (FDOT) right-of-way and
approximately 1,670 feet of frontage
along Bayshore Boulevard.
The subject property is zoned Institutional
(I), Open Space/Recreation (OS/R), and
Preservation (P) Districts and is
developed with the Clearwater Christian
College, which closed in 2015. The
immediate vicinity is primarily wetlands
and open space comprising Coopers
Bayou and Tampa Bay, both within and
beyond the property lines for the subject site. To the south is the Courtney Campbell Causeway
(Gulf-to-Bay Boulevard) and associated FDOT right-of-way, as well as the City’s gateway
feature (obelisk) and associated parking. Adjacent to the southwest, there is a FDOT office
(closed) and vacant land. Properties to the west across Bayshore Boulevard are developed with
attached and detached dwellings.
Summary:
The property owner, Clearwater Christian College Private School, Inc., previously requested
amendments to the City’s Future Land Use Map and Zoning Atlas which were approved by City
Council in October 2010 (Case No. LUZ2010-06002). The 2010 amendments increased the
amount of area designated Institutional (I) on the City’s Future Land Use Map and Zoning Atlas
(“expanded Institutional area”) in order to accommodate growth of the college. At the same time,
City Council approved a Development Agreement between the City and Clearwater Christian
College Private School, Inc., and its successors, which establishes a master plan for the
developed portion of the property, restricts the development potential of the expanded
Institutional area, and requires the developer to seek approval of a mitigation plan to address the
objectives of hydrologic restoration and habitat enhancement, either through a mitigation bank or
other appropriate mitigation measures still meeting the standards in the mitigation plan. (Case
No. DVA2010-06001). The Development Agreement was subsequently amended to revise
certain components of the original agreement, consistent with the Pinellas Planning Council’s
Alternative Compromise Recommendation accepted by City Council on October 5, 2010.
The property owner has received several extensions to the development agreement in order to
seek approval of the final jurisdictional line as required in the agreement, with the most recent
extension providing until January 23, 2017 for approval of the proposed jurisdictional line.
Community Development Board – April 19, 2016
DVA2010-06001, as amended –Page 3 of 6
Level III Termination of a Development Agreement PLANNING & DEVELOPMENT
LONG RANGE PLANNING DIVISION
Recently, the City has engaged in contract negotiations to purchase approximately 111 acres of
property from Clearwater Christian College, including a large portion which is governed by the
Development Agreement, as amended. Purchasing the property would create an opportunity for
the City to provide water quality benefits to Tampa Bay, an impaired waterbody with a federally-
recognized Total Maximum Daily Load (TMDL) for Nitrogen, through future water quality
improvement projects. While the projects envisioned will differ from those outlined within the
agreement as part of the Mitigation Plan, the overall outcome and Bay benefits realized will be
the same. The City would like to remove the encumbrances in place through the development
agreement prior to purchasing the property from the college. For this reason, the City and college
are requesting a mutual, conditional termination of the development agreement, conditioned
upon the City’s purchase of a portion of the college’s land, which is being considered
concurrently with this case and will be presented at the April 21, 2016 City Council meeting. The
original development agreement states that upon termination, the property shall return to its
current [as of the time of execution of the development agreement] future land use and zoning
designations. Therefore, the City is initiating amendments to the Future Land Use Map and
Zoning Atlas in order to comply with this provision (see concurrent cases LUZ2016-03003 and
REZ2016-03003).
Terms of the Development Agreement as amended:
Establishes a Master Plan Area (28.55 acres) and a Mitigation Area (102.5 acres);
Requires that all improvements be constructed, if at all, pursuant to the Master Plan;
Restricts development of the property to a maximum of 750 dormitory beds and a maximum
FAR of 0.169;
Requires the Developer to seek approval from the appropriate state and federal agencies
(Southwest Florida Water Management District, Florida Department of Environmental
Protection, U.S. Army Corps of Engineers) for an approved mitigation plan in the Mitigation
Plan Area prior to the issuance of land clearing and building permits;
Restricts height to a maximum of 50 feet;
Sets out the Developer’s transportation obligations, including:
o Dedication of perpetual easement of approximately 1.01 acres for ingress/egress to
Coopers point Bayou property adjacent to Master Plan Area;
o Construction of the Coopers Point Access in conjunction with the construction of the
Master Plan;
Requires developer to obtain and maintain any approvals and permits necessary from the
United States Fish and Wildlife Service and the Florida Fish and Wildlife Conservation
Commission ("FWC"), including any required FWC permit for the construction near an
active eagle nest;
Requires evacuation of all persons except emergency personnel after the issuance of a hurricane
watch by the National Hurricane Center;
Requires the City to process the amendments to the future land use map and zoning
designations under LUZ2010-06002;
Establishes boundary change procedures in the event that the agency permitting process
results in changes to the proposed wetland jurisdictional boundary line as depicted on the
Master Plan; and
Requires that, in the event of termination, the property be returned to its pre-agreement future
land use map and zoning designations [prior to LUZ2010-06002].
Community Development Board – April 19, 2016
DVA2010-06001, as amended –Page 4 of 6
Level III Termination of a Development Agreement PLANNING & DEVELOPMENT
LONG RANGE PLANNING DIVISION
Community Development Board – April 19, 2016
DVA2010-06001, as amended –Page 5 of 6
Level III Termination of a Development Agreement PLANNING & DEVELOPMENT
LONG RANGE PLANNING DIVISION
Community Development Board – April 19, 2016
DVA2010-06001, as amended –Page 6 of 6
Level III Termination of a Development Agreement PLANNING & DEVELOPMENT
LONG RANGE PLANNING DIVISION
SUMMARY AND RECOMMENDATION:
The development agreement, as amended, places restrictions on the 131.05 acre property owned
by Clearwater Christian College Private School, Inc. as outlined above. The City Council will
consider a purchase contract for a portion of this property at its April 21, 2016 meeting.
Purchasing the property would create an opportunity for the City to provide water quality
benefits to Tampa Bay, an impaired waterbody with a federally-recognized Total Maximum
Daily Load (TMDL) for Nitrogen, through future water quality improvement projects. While the
projects envisioned will differ from those outlined within the agreement as part of the Mitigation
Plan, the overall outcome and Bay benefits realized will be the same. The City would like to
remove the encumbrances in place through the development agreement prior to purchasing the
property from the college. For this reason, the City and Clearwater Christian College are
requesting a mutual, conditional termination of the development agreement, conditioned upon
the City’s purchase of a portion of the college’s land. Additionally, the purchase contract is
subject to the termination of the development agreement.
Findings of Fact:
The Planning and Development Department, having reviewed all evidence and requirements of
the Community Development Code, finds that there is substantial competent evidence to support
the following findings of fact:
1. That the 131.05-acre site is located on the north side of Gulf-to-Bay Boulevard east of Bayshore
Boulevard;
2. That the subject property is currently occupied with educational facilities uses (closed
college);
3. That the subject property is subject to Development Agreement DVA2010-06001;
4. That DVA2010-06001 restricted development of the property to a maximum of 750
dormitory beds and a maximum FAR of 0.169;
5. That the subject property was the subject of LUZ2010-06002;
6. That the City of Clearwater and Clearwater Christian College are requesting a mutual,
conditional termination of the development agreement, conditioned upon the City’s purchase
of a portion of the college’s land, pursuant to section 163.3237, Florida Statutes;
7. That there are companion applications to amend the Future Land Use Map and Zoning Atlas
designations, in order to return the property to its pre-Agreement current future land use map
and zoning designations.
Conclusion of Law:
The Planning and Development Department, having made the above findings of fact, reaches the
conclusion of law that:
This is a mutual, conditional termination of the development agreement, conditioned upon the
City’s purchase of a portion of the college’s land, pursuant to section 163.3237, Florida Statutes.
The Planning and Development Department, having made the above findings of fact and
conclusion of law, recommends APPROVAL of the termination of DVA2010-06001, as
amended.
Prepared by Planning and Development Department Staff: ______________________________
Lauren Matzke, AICP, Long Range Planning Manager
1. View looking north from Gulf-to-Bay Blvd at subject
property
2. View looking south from Gulf-to-Bay Blvd
4. View looking north across existing athletics fields towards
Preservation area (2010).
3. Representative buildings on subject property (2010).
.
5. View looking west from existing parking lot on subject
property towards Preservation area (2010).
6. View looking north from existing parking lot on subject
property towards Preservation area (2010).
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 1 of 3
7. View looking northeasterly along Damascus Road at subject
property
8. View looking north along Bayshore Drive at typical single
family housing located across Bayshore Drive from subject
property Preservation area
9. View looking north along Bayshore Drive at typical multi-
family housing located across Bayshore Drive from subject
property Preservation area
10. View looking east from Bayshore Drive at Johns Parkway
at subject property Preservation area
.
11. View looking northerly along Bayshore Drive at Johns
Parkway
12. View looking southerly along Bayshore Drive at Johns
Parkway
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 2 of 3
cale-rvey-DREW ST DREW ST
BAY LNBAYLN -Not to Sc-Not a SurVD VD K ST K ST BAY LN BAY LN
10/11/12
BAYSHORE BLV BAYSHORE BLVSRD US RD DOWNING ST DOWNING ST
JOHNS PKWY JOHNS PKWY
3
4
6
9
10/11/12
DAMASCUS DAMASCUSELL CSWYCAMPBELLCSWY
2
5
8 7
COURTNEY CAMPBELL CSWY COURTNEY CAMPBELL CSWY 1
.
Location Map for site photographs (pages 1-2).
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 3 of 3
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: LUP2016-03003
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.1
SUBJECT/RECOMMENDATION:
Approve a Future Land Use Map Amendment from the Institutional (I), Preservation (P),
Recreation/Open Space (R/OS), and Water/Drainage Feature designations to the Institutional
(I), Commercial General (CG), Preservation (P), Recreation/Open Space (R/OS), Residential
Low (RL), and Water/Drainage Feature designations for property located at 3400 Gulf-to-Bay
Boulevard; and pass Ordinance 8895-16 on first reading. (LUP2016-03003)
SUMMARY:
The subject site is comprised of four parcels of land 131.05 acres in area. It is located on the
north side of Gulf-to-Bay Boulevard approximately 900 feet east of Bayshore Boulevard. The
property is owned by Clearwater Christian College Private School, Inc, and is occupied by the
college’s facilities (now closed). The City and college are requesting a mutual, conditional
termination of the development agreement governing the site (DVA2016, as amended),
conditioned upon the City’s purchase of a portion of the college’s land (request being
considered concurrently with this case). The original development agreement states that upon
termination, the property shall return to its current [as of the time of execution of the
development agreement] future land use and zoning designations. Therefore, the City is
initiating amendments to the Future Land Use Map to amend the future land use designations
for the parcels from the Institutional (I), Preservation (P), Recreation/Open Space (R/OS), and
Water/Drainage Feature categories to the Institutional (I), Commercial General (CG),
Preservation (P), Recreation/Open Space (R/OS), Residential Low (RL), and Water/Drainage
Feature categories in order to comply with this provision (refer to concurrent case
REZ2016-03003).
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:
·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.
·The proposed amendment will not have an adverse impact on the use of property in
the immediate area.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: LUP2016-03003
In accordance with the Countywide Plan Rules, this 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 application is a large-scale amendment so review and
approval by the Florida Department of Economic Opportunity (Division of Community
Planning) is also required.
The Community Development Board will review the proposed amendments at its April 19,
2016 meeting and make a recommendation to the Council. The Planning and Development
Department will report the recommendation at the City Council meeting.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8895-16
ORDINANCE NO. 8895-16
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 ON THE NORTH SIDE OF GULF-
TO-BAY BOULEVARD, APPROXIMATELY 900 FEET EAST
OF SOUTH BAYSHORE BOULEVARD, WHOSE POST
OFFICE ADDRESS IS 3400 GULF-TO-BAY BOULEVARD,
CLEARWATER, FLORIDA 33759, AS INSTITUTIONAL (I),
COMMERCIAL GENERAL (CG), PRESERVATION (P),
RECREATION/OPEN SPACE (R/OS), RESIDENTIAL LOW
(RL), AND WATER/DRAINAGE FEATURE; 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 attached Exhibit A for
Legal Description
From: Institutional (I), Preservation
(P), Recreation/Open Space (R/OS)
and Water/Drainage Feature
To: Institutional (I), Commercial
General (CG), Preservation (P),
Recreation/Open Space (R/OS),
Residential Low (RL), and
Water/Drainage Feature
(LUP2016-03003)
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 contingent upon and subject to the
approval of the land use designations by the Pinellas County Board of Commissioners
and thirty-one (31) days post-adoption. If this ordinance is appealed within thirty (30)
days after adoption, then this ordinance will take effect only after approval of the land
use designation by the Pinellas County Board of Commissioners and upon issuance of
Ordinance No. 8895-16
a final order determining this amendment to be in compliance either by the Department
of Economic Opportunity (DEO) or the Administration Commission, where applicable,
pursuant to section 163.3187, 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.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
L1i717I x111
LEGAL DESCRIPTION PROVIDED BY OTHERS EDITED BY THE UNDERSIGNED
THENORTH 12 OF THE NE 14 OF SECTION 16 TOWNSHIP 29 SOUTH RANGE 16 EAST AND THAT PART OF GOVERNMENT LOTS 3
AND 4 OF SAID SECTION WHICH LIES NORTH OF A LINE BEGINNING IN THE WEST BOUNDARY OF SAID GOVERNMENT LOT 3 AT A
POINT 250 FEET NORTH OF ITS SOUTHWEST CORNER EXTENDING NORTH 6T EAST TO NAVIGABLE WATER IN OLD TAMPA BAY AND
LESS RIGHTOFWAY OF DAVIS CAUSEWAY PINELLAS COUNTY FLORIDA
AND
ALL LAND LYING BETWEEN THE ABOVE DESCRIBED PARCEL AND THE RIGHTOFWAY OF STATE ROAD 60 OTHERWISE KNOWN AS
COURTNEY CAMPBELL CAUSEWAY
AND PARCEL 5
AND ALL THAT PART OF GOVERNMENT LOT 1 IN SECTION 15 TOWNSHIP 29 SOUTH RANGE 16 EAST LYING SOUTH OF AN EASTERLY
PROJECTION OF THE NORTH LINE OF GOVERNMENT LOT 4 IN SECTION 16 TOWNSHIP 29 SOUTH RANGE 16 EAST PINEI COUNTY
FLORIDA WHICH PROJECTION IS EXTENDED TO THE DEEP WATER CHANNEL OF TAMPA BAY
LESS AND EXCEPT A 100 RIGHTOFWAYFOR BAYSHORE BOULEVARD AS DESCRIBED IN COUNTY PETITION NO 80 DATED AUGUST 4
1925
LESS AND EXCEPT A RIGHTOFWAYACROSS GOVERNMENT LOT 4 OF SAID SECTION 16 DESCRIBED IN CITY OF CLEARWATER
RESOLUTION 6490 FILED IN OFFICAL RECORD 1936 PAGES 522524 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA
LESSAND EXCEPT PARCEL 1
THAT PORTION THEREOF DEEDED TO ROBERT D WINNAND MARY S WINN HUSBAND AND WIFE ON NOVEMBER 16 1992 BY DEED
RECORDED IN ORBOOK 8094 PAGE 1155 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA DESCRIBED AS FOLLOWS THAT
PORTION OF THE NW 14 OF SECTION 16 TOWNSHIP 29S RANGE 16E LYING SOUTH OF DREW STREET EAST OF UNIT 1 OF
CRYSTAL HEIGHTS SUBDIVISION AND NORTHWEIERLY OF BAYSHORE BOULEVARD TOGETHER WITH THE RIPARIAN RIGHTS THERETO
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
FROM THE NE CORNER OF THE NW 14 OF SECTION 16 TOWNSHIP 29S RANGE 16E AS A POINT OF REFERENCE THENCE
S003703WALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 16 A DISTANCE OF 330TO THE NORTHEAST CORNER OF LOT
9 UNIT 1 OF CRYSTAL HEIGHTS SUBDIVISION AS A POINT OF BEGINNING THENCE CONTINUE S003703WALONG SAID CENTERLINE
BEING ALSO THE EASTERLY BOUNDARY OF SAID UNIT 1 OF CRYSTAL HEIGHTS SUBDIVISION AS RECORDEDIN PLAT BOOK 28 PAGE
64 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA A DISTANCE OF 22247 TO A POINT ON THE NORTHERLY
RIGHTOFWAY OF BAYSHORE BOULEVARD A 100 RIGHTOFWAY THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
36831 A CHORD BEARING OF N413548E AND A CHORD DISTANCE OF 14617 TO A POINT OF TANGENCY THENCE N610231E
ALONG SAID TANGENT RIGHTOFWAY A DISTANCE OF 18466 TO AN INTERSECTION WITH THE SOUTHERLY RIGHTOFWAY OF DREW
STREET CURRENTLY A 33 RIGHTOFWAY THENCE N892950W ALONG SAID SOUTHERLY RIGHTOFWAY 33 FROM AND
PARALLEL TO THE NORTH LINE OF SAID SECTION 16 A DISTANCE OF 24221 TO THE POINT OF BEGINNING CONTAINING 23549
SQUARE FEET 054 ACRES MOL
TOGETHER WITH THE RIPARIAN RIGHTS TO THE LANDS LYING DIRECTLY EAST ACROSS THE 100 RIGHTOFWAY FOR BAYSHORE
BOULEVARD AS RECORDED IN COUNTY PETITION NO 80 DATED AUGUST 4 1925 BEING FURTHER DESCRIBED AS FOLLOWS
THE NORTH 22247 OF THE NORTHWEST 14 OF SECTION 16 TOWNSHIP 29S RANGE 16E LYING BETWEEN THE EASTERLY LINE
OF UNIT 1 OF CRYSTAL HEIGHTS SUBDIVISION AS RECORDED IN PLAT BOOK 28 PAGE 64 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY FLORIDA AND EXTENDING EASTERLY TO THE MEAN HIGH WATER MARK OF OLD TAMPABAY LESS A 100 RIGHTOFWAY
FOR BAYSHORE BOULEVARD AS DESCRIBED IN COUNTY PETITION NO 80 DATED AUGUST 4 1925
RIPARIAN RIGHTS GRANTED ARE LIMITED TO THE LESSER OF A FIFTY 50 FEET FROM THE UPLAND OR B THE MAXIMUM DOCK
LENGTH PERMITTED BY LAW WHICHEVER IS THE LEAST
LESS AND EXCEPT
LANDS KNOWN AS THE EASTER TRACT RECORDED IN OFFICIAL RECORDS BOOK 16135PAGE 2664 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY FLORIDA
TOTAL AREA 13105 ACRES MORE OR LESS
THERE IS APPARANTLY TWO SCRIVENER ERRORS IN THE ABOVE DESCRIBED LEGAL DESCRIPTION SHOWN WITH AN ASTERICK BOTH
SHOULD BE CHANGED TO SHOW NORTHEAST OR NE INSTEAD OF NORTHWEST NW
Exhibit B
FUTURE LAND USE MAP
Owners: Clearwater Christian College Case:
DVA2010-06001
LUP2016-03003
REZ2016-03003
Site: 3400 Gulf-to-Bay Boulevard Property
Size(Acres): 131.05
Land Use Zoning
PIN:
16-29-16-00000-120-0100
16-29-16-00000-140-0100
16-29-16-00000-130-0200
16-29-16-00000-110-0100
From :
To:
I, P, R/OS, & I, P, & OS/R
Water/Drainage Feature
I, CG, P, R/OS, RL, & I, C, P, LDR, &
Water/Drainage Feature OS/R Atlas Page: 292B
P P
P
DAMASCUS RD P
I
P
WATER
P
WATER
CG
WATER
PWATERRU
RU
WATER
R/OS
I
I P
RU
P
R/OS
RM
P
R/OS
R/OSCG
RL
R/OS
WATER
WATER
RU
RLM
P
RU
RU
T/U
R/OS
I
RL
R/OS
R/OS
RL
R/OS
WATER
CG
WAT E
RL
R/OS
RL
RL
R/OSR/OS
RL
RL
I
R/OS
R/OS
RL
WATER
R/OS
R/OS
RL
RL
R/OS
R/OS
RU
RL
RU
I
CO URT NE Y CAM P B E LL C SW Y
DREW ST
BAY LN BAYSHORE BLVD -Not to Scale--Not a Survey-
Community Development Board – April 19, 2016
LUP2016-03003- Page 1 of 12
COMMUNITY DEVELOPMENT BOARD
PLANNING AND DEVELOPMENT
DEPARTMENT STAFF REPORT
MEETING DATE:April 19, 2016
AGENDA ITEM:G.2.
CASE:LUP2016-03003
REQUEST:To amend the Future Land Use Map from the Institutional (I),
Preservation (P), Recreation/Open Space (R/OS), and
Water/Drainage Feature categories to the Institutional (I),
Commercial General (CG), Preservation (P), Recreation/Open
Space (R/OS), Residential Low (RL), and Water/Drainage
Feature categories
GENERAL DATA:
Applicant .........................City of Clearwater Initiated Amendment (Planning &
Development Department), per mutual, conditional termination
of DVA2010-06001
Owner .............................Clearwater Christian College Private School, Inc.
Location ..........................3400 Gulf-to-Bay Boulevard, located on the north side of Gulf-
to-Bay Boulevard approximately 900 feet east of Bayshore
Boulevard
Property Size ...................131.05 acres
BACKGROUND:
The subject site is comprised of four
parcels of land 131.05 acres in area,
located on the north side of Gulf-to-Bay
Boulevard approximately 900 feet east of
Bayshore Boulevard. The City of
Clearwater is initiating an amendment to
the parcels’ Future Land Use Map
designations from the Institutional (I),
Preservation (P), Recreation/Open Space
(R/OS), and Water/Drainage Feature
categories to the Institutional (I),
Commercial General (CG), Preservation
(P), Recreation/Open Space (R/OS),
Residential Low (RL), and
Water/Drainage Feature categories per the
mutual, conditional termination of
companion case DVA2010-06001 for the
same property.
Community Development Board – April 19, 2016
LUP2016-03003 – Page 2 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
The property owner, Clearwater Christian College Private School, Inc., previously requested
amendments to the City’s Future Land Use Map and Zoning Atlas which were approved by City
Council in October 2010 (Case No. LUZ2010-06002). The 2010 amendments increased the
amount of area designated Institutional (I) on the City’s Future Land Use Map and Zoning Atlas
(“expanded Institutional area”) in order to accommodate growth of the college. An approved
development agreement establishes a master plan for the developed portion of the property (Case
No. DVA2010-06001, as amended). The development agreement divides the site into two areas,
a Master Plan Area (28.55 acres) and a Mitigation Area (102.5 acres). Any new development
would be concentrated within the expanded Institutional (I) area and must be in substantial
conformance with the approved master plan. The approved agreement requires the developer to
seek approval of a mitigation plan to address the objectives of hydrologic restoration and habitat
enhancement, either through a mitigation bank or other appropriate mitigation measures still
meeting the standards in the mitigation plan. The U.S. Army Corps of Engineers and the
Southwest Florida Water Management District (SWFWMD) have not granted approval of a
mitigation plan to date.
The terms of the development agreement obligated the City to promptly process the Future Land
Use Map and Zoning Atlas amendments, which were processed concurrently and approved by
the Pinellas Planning Council and Board of County Commissioners acting as the Countywide
Planning Authority, as well as the Florida Department of Community Affairs (now Department
of Economic Opportunity). The property owner has received several extensions to the
development agreement in order to seek approval of the final jurisdictional line as required in the
agreement, with the most recent extension providing until January 23, 2017 for approval of the
proposed jurisdictional line.
Recently, the City has engaged in contract negotiations to purchase the majority of the subject
property designated as Preservation (P) and Water/Drainage Feature on the Future Land Use
Map, as well as additional property owned by the college but not part of the original amendment
application. Purchasing the property
would create an opportunity for the City to
provide water quality benefits to Tampa
Bay, an impaired waterbody with a
federally-recognized Total Maximum
Daily Load (TMDL) for Nitrogen, through
future water quality improvement projects.
While the projects envisioned will differ
from those outlined within the agreement
as part of the Mitigation Plan, the overall
outcome and Bay benefits realized will be
the same. The City would like to remove
the encumbrances in place through the
development agreement prior to
purchasing the property from the college.
For this reason, the City and college are
requesting a mutual, conditional
termination of the development
Community Development Board – April 19, 2016
LUP2016-03003 – Page 3 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
agreement, conditioned upon the City’s purchase of a portion of the college’s land (request being
considered concurrently with this case). The original development agreement states that upon
termination, the property shall return to its current [as of the time of execution of the
development agreement] future land use and zoning designations. Therefore, the City is initiating
amendments to the Future Land Use Map and Zoning Atlas in order to comply with this
provision (see concurrent case REZ2016-03003).
ANALYSIS:
Vicinity Characteristics:
The subject property is primarily surrounded
by water and wetland areas to the north and
east, as part of Coopers Bayou and Tampa
Bay, which are designated as
Water/Drainage Feature or Preservation (P)
on the City’s Future Land Use Map.
Properties to the south are primarily
designated with the Recreation/Open Space
(R/OS) future land use categories. This land
includes the Courtney Campbell Causeway
(Gulf-to-Bay Boulevard) and the associated
FDOT right-of-way, as well as the City’s
gateway feature (obelisk) and associated
parking. Adjacent to the southwest, parcels
are designated with the Commercial General
(CG) and Preservation (P) future land use
categories. One parcel is developed with a
FDOT office, and the others are vacant. Properties to the west across Bayshore Boulevard are
developed with attached and detached dwellings, and are designated with several different
residential future land use categories, including Residential Urban (RU) and Residential Low
Medium (RLM).
A complete listing of the Future Land Use Map designations is shown in Table 1 below. In
addition, a comparison between the uses and intensities allowed by the present and proposed
Future Land Use Map designations appears in Table 2 and Table 3. In order to provide clarity
regarding the request, maps showing the current future land use designations (as approved in
October 2010) and the proposed future land use designations are also provided below.
Community Development Board – April 19, 2016
LUP2016-03003 – Page 4 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
Table 1. Surrounding Future Land Use and Zoning Designations
Direction Existing Conditions
Existing Use(s)FLUM Designation Zoning Atlas Designation
North:
Wetlands, Coopers Bayou Preservation (P),
Water/Drainage Feature,
Recreation/Open Space (R/OS)
Preservation (P),
Open Space/Recreation (OS/R)
East:
Wetlands Preservation (P),
Water/Drainage Feature,
Recreation/Open Space (R/OS)
Preservation (P),
Open Space/Recreation (OS/R)
South:
Courtney Campbell Causeway/
Gulf-to-Bay Boulevard,
FDOT Office, Vacant
Recreation/Open Space (R/OS),
Commercial General (CG),
Preservation (P)
Open Space/Recreation (OS/R),
Commercial (C),
Preservation (P)
West:
Residential Residential Urban (RU),
Residential Low Medium
(RLM), Preservation (P)
Medium Density Residential
(MDR), Mobile Home Park
(MHP), Low Medium Density
Residential (LMDR),
Preservation (P)
Table 2. Uses and Intensities Allowed by Present Future Land Use Designations (As approved October
21, 2010)
Institutional (I)
(23.07 acres /
1,004,929 ft2)
Preservation (P)
(85.63 acres /
3,730,044 ft2)
Recreation/Open
Space (R/OS)
(1.29 acres /
56,192 ft2)
Water/Drainage
Feature
(21.12 acres /
919,987 ft2)
Primary
Uses:
Public/Private
Schools, Churches
Natural/ Undeveloped
Water Feature
Public/Private Open
Space, Rec. Facility
Water Body /
Drainage Feature
Maximum
Density:
12.5 dwelling
units/acre (residential
equivalent of 3
beds/unit)
No density allocation;
transfer of
development rights
allowed through DVA
No density allocation No density allocation
Maximum
Intensity:
FAR 0.65; ISR 0.85 FAR 0.10; ISR 0.20 FAR 0.25; ISR 0.60 No intensity
allocation
Table 3. Uses and Intensities Allowed by Proposed Future Land Use Designations (Consistent with the
City’s Future Land Use Map prior to October 21, 2010)
Institutional
(I)
(19.84 acres /
(864,230 ft2)
Preservation
(P)
(82.32 acres /
3,585,859 ft2)
Water/
Drainage
Feature
(22.87 acres /
996,217 ft2)
Residential
Low (RL)
(3.41 acres /
148,539 ft2)
Commercial
General
(CG)
(1.05 acres /
45,738 ft2)
Recreation/
Open Space
(R/OS)
(1.05 acres /
45,738 ft2)
Primary
Uses:
Public/Private
Schools,
Churches
Natural/
Undeveloped
Water Feature
Water Body /
Drainage
Feature
Low Density
Residential
Office, Retail,
Personal
Service, Hotel
Public/Private
Open Space,
Rec. Facility
Maximum
Density:
12.5 dwelling
units/acre
(residential
equivalent of
3 beds/unit)
No density
allocation
No density
allocation
5 dwelling
units/acre
24 dwelling
units/acre; 40
overnight
accommoda-
tion units/acre
No density
allocation
Maximum
Intensity:
FAR 0.65;
ISR 0.85
FAR 0.10;
ISR 0.20
No intensity
allocation
FAR 0.40;
ISR 0.65
FAR 0.65;
ISR 0.85
FAR 0.25;
ISR 0.60
Community Development Board – April 19, 2016
LUP2016-03003 – Page 5 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
Community Development Board – April 19, 2016
LUP2016-03003 – Page 6 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
REVIEW CRITERIA:
No amendment to the Comprehensive Plan or Future Land Use Map shall be recommended for
approval or receive a final action of approval unless it complies with the standards contained in
Section 4-603.F, Community Development Code. Table 3 below depicts the consistency of the
proposed amendment with the standards pursuant to Section 4-603.F:
Table 4. Consistency with Community Development Code Standards
CDC Section 4-603 Standard Consistent Inconsistent
F.1 The amendment will further implementation of the
Comprehensive Plan consistent with the goals, policies
and objectives contained in the Plan.
X
F.2 The amendment is not inconsistent with other provisions
of the Comprehensive Plan.
X
F.3 The available uses, if applicable, to which the properties
may be put are appropriate to the properties in question
and compatible with existing and planned uses in the
area.
X
F.4 Sufficient public facilities are available to serve the
property.
X
F.5 The amendment will not adversely affect the natural
environment.
X
F.6 The amendment will not adversely impact the use of
property in the immediate area.
X
RECOMMENDED FINDINGS OF FACT AND CONCLUSIONS OF LAW:
Consistency with the Clearwater Comprehensive Plan [Sections 4-603.F.1 and 4-603.F.2]
Recommended Findings of Fact:
Applicable goal, objectives and policies of the Clearwater Comprehensive Plan which support
the proposed amendment include:
Wetlands Protection Goal, Objectives and Policies:
Goal A.1 The City of Clearwater shall continue to protect natural resources and systems
throughout the city and ensure that these resources are successfully integrated into the urban
environment through land development regulations, management programs, and coordination
with future land use intensities and categories.
Objective A.1.1 On an ongoing basis, natural resources and systems shall be protected through
the application of local, state, and regional regulations, mitigation and management plans, and
permitting procedures as well as through locally instituted land purchase programs focusing on
environmentally sensitive properties and significant open space areas.
Policy A.1.1.1 Any permanent and temporary alteration of Department of Environmental
Protection (D.E.P.) jurisdictional or non-jurisdictional wetlands, the jurisdictional wetlands of
the Southwest Florida Water Management District (SWFWMD), beach dunes, sensitive soils, or
other natural systems shall be prohibited unless such alteration is fully consistent with all local,
state, and federal regulations, mitigation and management plans, and permitting procedures that
Community Development Board – April 19, 2016
LUP2016-03003 – Page 7 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
may be applicable, including the wetland vegetative buffer requirement of the City’s Community
Development Code
Policy A.1.1.3 Environmentally sensitive wetlands subject to Department of Environmental
Protection (DEP) jurisdiction and the jurisdictional wetlands of the Southwest Florida Water
Management District (SWFWMD) shall be designated by “Preservation” (P) zoning and
prevented from being built upon except as permitted by the Preservation Zoning District.
Objective G.1.4 Preserve natural open space areas which constitute aesthetic, and/or ecological
community assets.
Policy G.1.4.3 Continue to designate appropriate land “Preservation” and “Recreation/Open
Space” in the Future Land Use Plan whenever feasible.
Coastal Storm Area Objective and Policy:
Objective A.1.2 Population densities in the coastal storm areas are restricted to the maximum
density allowed by the Countywide Future Land Use Designation of the property, except for
specific areas identified in Beach by Design: A Preliminary Design for Clearwater Beach and
Design Guidelines, in which case densities identified in Beach by Design shall govern. All
densities in the coastal storm area shall be consistent with the Pinellas County Comprehensive
Emergency Management Plan and the Regional Hurricane Evacuation Study.
Policy A.1.2.2 Continue to cooperate with the Tampa Bay Regional Planning Council and
Pinellas County to meet the regional objectives for evacuation of permanent populations as well
as other emergency concerns.
Recommended Conclusions of Law:
The request does not conflict with the goals, objectives and policies of the Clearwater
Comprehensive Plan and it supports the plan as indicated in the goal, objectives and policies
listed above. The proposed amendment returns the parcels’ designations to those which were
previously depicted on the City’s Future Land Use Map. The college decided to no longer pursue
a new jurisdictional line which would have allowed, with an approved mitigation plan, impacts
certain wetland areas that were designated as Institutional (I) through the 2010 amendment.
Although limited portions of those wetlands will be designated with Residential Low (RL),
Commercial General (CG), Recreation/Open Space (R/OS), and Institutional (I) as they had
previously been designated, there would no longer be a development agreement allowing the
property owner to pursue the same impacts to the wetlands. As shown previously in Table 2 and
Table 3, the amount of area designated as Preservation (P) and Water/Drainage Feature remains
substantially the same. Future development on the uplands portion of the property designated
Institutional (I) would need to comply with any restrictions related to its location in the Coastal
Storm Area.
Consistency with the Countywide Plan Rules
Recommended Findings of Fact:
The majority of the subject property is proposed to remain designated as Institutional (I),
Preservation (P), Water/Drainage Feature, and Recreation/Open Space (R/OS) on the City’s
Future Land Use Map. The City’s Institutional (I), Preservation (P) and Recreation/Open Space
Community Development Board – April 19, 2016
LUP2016-03003 – Page 8 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
(R/OS) future land use designations are consistent with the Public/Semi-Public (P/SP),
Preservation (P), and Recreation/Open Space (R/OS) categories within the Countywide Rules as
updated August 7, 2015. The Countywide Rules no longer expressly designate Water/Drainage
Features on the Countywide Map.
Section 2.3.3.10 of the Countywide Rules states that the Public/Semi-Public (P/SP) plan category
is intended to recognize institutional and transportation/utility uses that serve the community or
region, especially larger facilities having acreage exceeding the thresholds established in other
plan categories, and which are consistent with the need, character, and scale of such uses relative
to the surrounding uses, transportation facilities, and natural resource features. Section 2.3.3.10
also states that the Public/Semi-Public (P/SP) future land use category is generally appropriate to
those locations where institutional uses (such as educational, health, public safety, civic,
religious and like uses) and transportation/utility uses (such as air and sea transport terminals,
utility installations, major transmission lines, refuse disposal, and public works facilities) are
required to serve the community; and to recognize the special needs of these uses relative to their
relationship with surrounding uses and transportation access.
Section 2.3.3.12 of the Countywide Rules states that the Preservation (P) plan category is
intended to recognize natural resource features worthy of preservation and those areas of the
county that are now used, or are appropriate to be used, for the conservation, production, and
management of the regional potable water supply and the supporting infrastructure, consistent
with the natural resources of the area. Section 2.3.3.12 also states that the Preservation (P) future
land use category is generally appropriate to those natural resource features it is designed to
recognize wherever they may appear and at a size significant to the feature being depicted in
relationship to its surroundings. In recognition of the natural conditions which they are intended
to preserve, these features will frequently occur in a random and irregular pattern interposed
among the other categories.
The college campus site is located on Tampa Bay and is directly accessible from a main entrance
off the Courtney Campbell Causeway (Gulf-to-Bay Boulevard) which is designated a
Unique/Scenic View Corridor on the Pinellas Planning Council’s Scenic Non-Commercial
Corridor Map. The site is also adjacent to but not accessible from Bayshore Boulevard. The
intent and purpose of the Scenic/Noncommercial Corridor designation is to guide the
preservation and enhancement of scenic qualities, to ensure the integrity of the Countywide Plan
Map, and to maintain and enhance the traffic operation of these especially significant roadway
corridors in Pinellas County. Properties designated in the Unique/Scenic View subclassification
are characterized by their unique scenic, cultural, recreational or historic resources and typically
classified as Recreation/Open Space (R/OS) or Preservation (P).
The request to amend the Future Land Use Map designation on portions of the site is consistent
with the applicable requirements of the Countywide Rules Section 6.5.4.1.4. The proposed
boundaries for the Public/Semi-Public (P/SP) category are consistent with the area already
developed with the college and its facilities, and the amount of area proposed to be designated as
Public/Semi-Public (P/SP) is reduced by 3.23 acres. The uses available to this property through
the Public/Semi-Public (P/SP) designation are consistent with the character, intensity, and scale
of the uses in the surrounding area, including the surrounding Preservation (P) designated areas.
Community Development Board – April 19, 2016
LUP2016-03003 – Page 9 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
There are wetland areas proposed to be designated with the City’s Residential Low (RL) and
Commercial General (CG) future land use categories (consistent with the Residential Low
Medium (RLM) and Retail & Services (R&S) categories within the Countywide Rules), which
will result in preservation area being inaccurately designated. These future land use designations
are proposed primarily within the area which the City is negotiating to purchase. It is anticipated
that the City will utilize the map adjustment process provided for through the Countywide Rules
(Section 7.3.8.5) and the Community Development Code to later make these consistent with the
preservation boundaries.
Recommended Conclusions of Law:
The proposed Future Land Use Map amendment is consistent with the purpose and locational
characteristics of the Countywide Rules.
Compatibility with Surrounding Properties/Character of the City & Neighborhood
[Section 4-603.F.3 and Section 4-603.F.6]
Recommended Findings of Fact:
The subject property is located on the north side of Gulf-to-Bay Boulevard at the easternmost
edge of the City of Clearwater boundaries. Development on the property is concentrated on the
upland area located in the southeast corner of the site which is currently designated Institutional
(I) and accessed by Damascus Road.
The Courtney Campbell Causeway / Gulf-to-Bay Boulevard is located on the south side of the
property. Area within the subject site is primarily wetlands which continue to the north and east.
To the west across Bayshore Drive are single and multi-family homes designated with
Residential Urban (RU) and Residential Medium (RM) future land use categories. The
Residential Urban (RU) future land use category permits 7.5 dwelling units per acre and the
Residential Medium (RM) future land use category permits 15 dwelling units per acre. Table 1
includes a complete list of the surrounding uses and future land use designations.
The proposed Institutional (I) future land use category permits 12.5 dwelling units per acre
(residential equivalent uses permitted at three beds per acre) and a floor area ratio of 0.65. The
proposed Commercial General (CG) future land use category permits 24 dwelling units per acre
and a floor area ratio of 0.55, and the proposed Residential Low (RL) category permits 5
dwelling units per acre and a floor area ratio of 0.40. The Preservation (P), Recreation/Open
Space (R/OS), and Water/Drainage Feature future land use categories surrounding the
Institutional (I) area have very limited or no development potential.
The requested categories are consistent with the surrounding Future Land Use Map designations
that exist in the vicinity of the subject parcel. The existing campus is proposed to be designated
with the Institutional (I) future land use category, so development would be allowed at a density
and scale that is consistent with the residential uses in the vicinity of the subject parcel (across
Bayshore Drive).
Community Development Board – April 19, 2016
LUP2016-03003 – Page 10 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
Recommended Conclusions of Law:
The proposed future land use designations are in character with the overall Future Land Use Map
designations in the area. Further, the proposal is compatible with surrounding uses and consistent
with the character of the surrounding parcels and neighborhood.
Sufficiency of Public Facilities [Section 4-603.F.4]
Recommended Findings of Fact:
The total area of the subject property is 131.05 acres (5,708,538 square feet). The site is currently
developed with educational facilities, dormitories, athletic fields and parking to support the
college. The Institutional area could yield up to 288 dwelling units (864 dormitory beds) or a
floor area of 653,203 square feet through the Institutional (I) future land use category. The
development agreement limits the allowable development within the expanded Institutional area
to up to 170,000 square feet of nonresidential floor area (0.169 FAR) and up to 750 dormitory
beds (equivalent of 250 dwelling units).
At the time of the original amendments, applications for Future Land Use Map and Zoning Atlas
amendments were submitted as a combined application (LUZ) and a unified public facilities
analysis was completed. The previous analysis compared the development potential of the
expanded Institutional area as restricted by the development agreement with that which was
allowed through the previous entitlements in this same area.
The 2010 application included a traffic analysis that was approved by the City’s Engineering
Department; however, Planning and Development staff also completed its own evaluation of the
potential impacts to the roadways. To evaluate the potential impacts of the Future Land Use Map
amendment, staff evaluated traffic characteristics of the subject property based on the current and
proposed Future Land Use Map designations utilizing the traffic generation rates in the
Countywide Rules. The Countywide Rules traffic generation guidelines are the accepted
methodology for reviewing the roadway impacts of proposed Future Land Use Map
amendments. As previously discussed, the Countywide Rules were updated in 2015, and at that
time traffic generation figures were updated. The current standard for the purpose of calculating
typical traffic impacts relative to an amendment for the Public/Semi-Public category remains 192
trips per day per acre for general institutional uses, consistent with the number utilized in the
2010 analysis on impacts to roadways, but is now 114 trips per day per acre for educational uses.
At the time, the proposed Institutional (I) area (26.55 acres, later constricted) was anticipated to
create a maximum of 1,321 new trips daily, and add 125 new PM Peak Hour trips along the
affected segment of the Courtney Campbell Causeway from the Hillsborough County Line to
Bayshore Boulevard. That segment in 2010 was operating and continues to operate at a level of
service F peak hour according to the Pinellas County Metropolitan Planning Organization Level
of Service Report from 2009 and 2015, respectively. It was determined, based upon the findings
of fact presented in the staff report for LUZ2010-06002, that the traffic generated by the Future
Land Use Map amendment would not degrade the existing level of service on Gulf-to-Bay
Boulevard or the operational efficiency of the signalized intersections.
Community Development Board – April 19, 2016
LUP2016-03003 – Page 11 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
The 2010 public facilities analysis also concluded that there would be increased demand for
potable water, wastewater, and solid waste service, but the increase would not negatively impact
the City’s ability to meet the adopted level of service standards for these public facilities. Open
space and recreation facilities and mass transit were not anticipated be affected by the
amendment.
This amendment reverts the future land use designations to those in place prior to the 2010
Future Land Use Map amendment. As such, it is expected that the proposed amendment would
result in decreased demand on the same facilities previously evaluated. As such, an in depth
analysis was not completed at this time.
Recommended Conclusions of Law:
Based upon the findings of fact, it is determined that the proposed amendment will not result in
the degradation of the existing levels of service on the Courtney Campbell Causeway segment of
Gulf-to-Bay Boulevard. Where the 2010 amendment was expected to result in an increase in
demand for potable water and generation of wastewater, as well as solid waste, this amendment
is expected to result in a corresponding decrease in the potential demand for these services.
There is adequate capacity to accommodate the maximum demand generated by the proposed
amendment. Furthermore, parkland and recreation facilities will not be affected by the proposed
amendment.
Impact on Natural Resources [Section 4-603.F.5]
Recommended Findings of Fact:
This amendment will result in a reduction in the amount of property designated with the
Institutional (I), Preservation (P), and Recreation/Open Space (R/OS) future land use categories,
and an increase in the amount of property designated with the Commercial General (CG),
Water/Drainage Feature, and Residential Low (RL) future land use categories. However, the
application of a future land use category other than Preservation (P) on the Future Land Use Map
does not automatically allow for impacts to wetlands. The Community Development Code
requires that a vegetative buffer shall be provided on all lands within 25 feet of any property
designated on the Zoning Atlas as Preservation (P), or any property determined to be wetlands
under the jurisdiction of the State of Florida ("jurisdictional wetlands"); and all lands within 15
feet of the top of the bank of any creeks, channels, or related waterways which contain
jurisdictional wetlands. Under the approved development agreement, impacts to wetlands will
only be allowed upon approval of a mitigation bank or other appropriate mitigation plan, and
upgrades to the site’s stormwater facilities are required. Upon termination of the agreement,
these requirements will be eliminated, but the City’s Codes require that any future
redevelopment is compliant with the City’s tree preservation and storm water management
requirements.
Recommended Conclusions of Law:
Based upon the findings of fact, it is determined that the proposed Future Land Use Map
amendment will not negatively impact natural resources on the subject parcels.
Community Development Board – April 19, 2016
LUP2016-03003 – Page 12 of 12
Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
RECOMMENDATION:
Based on the foregoing, the Planning and Development Department recommends the following
action:
Recommend APPROVAL of the request for a Future Land Use Map amendment from
Institutional (I), Preservation (P), Recreation/Open Space (R/OS), and Water/Drainage Feature
categories to the Institutional (I), Commercial General (CG), Preservation (P), Recreation/Open
Space (R/OS), Residential Low (RL), and Water/Drainage Feature categories
Prepared by Planning and Development Department Staff:
Lauren Matzke, AICP
Long Range Planning Manager
ATTACHMENTS: Resume
Photographs of Site and Vicinity
1. View looking north from Gulf-to-Bay Blvd at subject
property
2. View looking south from Gulf-to-Bay Blvd
4. View looking north across existing athletics fields towards
Preservation area (2010).
3. Representative buildings on subject property (2010).
.
5. View looking west from existing parking lot on subject
property towards Preservation area (2010).
6. View looking north from existing parking lot on subject
property towards Preservation area (2010).
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 1 of 3
7. View looking northeasterly along Damascus Road at subject
property
8. View looking north along Bayshore Drive at typical single
family housing located across Bayshore Drive from subject
property Preservation area
9. View looking north along Bayshore Drive at typical multi-
family housing located across Bayshore Drive from subject
property Preservation area
10. View looking east from Bayshore Drive at Johns Parkway
at subject property Preservation area
.
11. View looking northerly along Bayshore Drive at Johns
Parkway
12. View looking southerly along Bayshore Drive at Johns
Parkway
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 2 of 3
cale-rvey-DREW ST DREW ST
BAY LNBAYLN -Not to Sc-Not a SurVD VD K ST K ST BAY LN BAY LN
10/11/12
BAYSHORE BLV BAYSHORE BLVSRD US RD DOWNING ST DOWNING ST
JOHNS PKWY JOHNS PKWY
3
4
6
9
10/11/12
DAMASCUS DAMASCUSELL CSWYCAMPBELLCSWY
2
5
8 7
COURTNEY CAMPBELL CSWY COURTNEY CAMPBELL CSWY 1
.
Location Map for site photographs (pages 1-2).
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 3 of 3
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: REZ2016-03003
Agenda Date: 4/21/2016 Status: Public HearingVersion: 1
File Type: Planning CaseIn Control: Planning & Development
Agenda Number: 8.11
SUBJECT/RECOMMENDATION:
Approve a Zoning Atlas Amendment from the Institutional (I), Preservation (P), and Open
Space/Recreation (OS/R) Districts to the Institutional (I), Commercial (C), Preservation (P),
Low Density Residential (LDR), and Open Space/Recreation (OS/R) Districts for property
located at 3400 Gulf-to-Bay Boulevard; and pass Ordinance 8896-16 on first reading.
(REZ2016-03003)
SUMMARY:
The subject site is comprised of four parcels of land 131.05 acres in area. It is located on the
north side of Gulf-to-Bay Boulevard approximately 900 feet east of Bayshore Boulevard. The
property is owned by Clearwater Christian College Private School, Inc, and is occupied by the
college’s facilities (now closed). The City and college are requesting a mutual, conditional
termination of the development agreement governing the site (DVA2016, as amended),
conditioned upon the City’s purchase of a portion of the college’s land (request being
considered concurrently with this case). The original development agreement states that upon
termination, the property shall return to its current [as of the time of execution of the
development agreement] future land use and zoning designations. Therefore, the City is
initiating amendments to the Zoning Atlas to amend the zoning designations for the parcels
from the Institutional (I), Preservation (P), and Open Space/Recreation (OS/R) Districts to the
Institutional (I), Commercial (C), Preservation (P), Low Density Residential (LDR), and Open
Space/Recreation (OS/R) Districts in order to comply with this provision (refer to concurrent
case LUP2016-03003).
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:
·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.
·The proposed amendment will not have an adverse impact on the use of property in
the immediate area.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: REZ2016-03003
The Community Development Board will review the proposed amendments at its April 19,
2016 meeting and make a recommendation to the Council. The Planning and Development
Department will report the recommendation at the City Council meeting.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 2 City of Clearwater Printed on 4/21/2016
Ordinance No. 8896-16
ORDINANCE NO. 8896-16
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY
BY ZONING CERTAIN REAL PROPERTY LOCATED ON
THE NORTH SIDE OF GULF-TO-BAY BOULEVARD,
APPROXIMATELY 900 FEET EAST OF SOUTH BAYSHORE
BOULEVARD, WHOSE POST OFFICE ADDRESS IS 3400
GULF-TO-BAY BOULEVARD, CLEARWATER, FLORIDA
33759, AS INSTITUTIONAL (I), COMMERCIAL (C),
PRESERVATION (P), LOW DENSITY RESIDENTIAL (LDR),
AND OPEN SPACE/RECREATION (OS/R); 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 property located in Clearwater, Florida, is
hereby rezoned, and the zoning atlas of the City is amended, as follows:
The map attached as Exhibit B is 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 subject to
the approval of the land use designation set forth in Ordinance 8895-16 by the Pinellas
County Board of County Commissioners.
Property Zoning District
See attached Exhibit A for Legal
Description
From: Institutional (I), Preservation
(P), and Open Space/Recreation
(OS/R)
To: Institutional (I), Commercial (C),
Preservation (P), Low Density
Residential (LDR), and Open
Space/Recreation (OS/R)
(REZ2016-03003)
Ordinance No. 8896-16
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form:
Camilo A. Soto
Assistant City Attorney
Attest:
Rosemarie Call
City Clerk
L1i717I x111
LEGAL DESCRIPTION PROVIDED BY OTHERS EDITED BY THE UNDERSIGNED
THENORTH 12 OF THE NE 14 OF SECTION 16 TOWNSHIP 29 SOUTH RANGE 16 EAST AND THAT PART OF GOVERNMENT LOTS 3
AND 4 OF SAID SECTION WHICH LIES NORTH OF A LINE BEGINNING IN THE WEST BOUNDARY OF SAID GOVERNMENT LOT 3 AT A
POINT 250 FEET NORTH OF ITS SOUTHWEST CORNER EXTENDING NORTH 6T EAST TO NAVIGABLE WATER IN OLD TAMPA BAY AND
LESS RIGHTOFWAY OF DAVIS CAUSEWAY PINELLAS COUNTY FLORIDA
AND
ALL LAND LYING BETWEEN THE ABOVE DESCRIBED PARCEL AND THE RIGHTOFWAY OF STATE ROAD 60 OTHERWISE KNOWN AS
COURTNEY CAMPBELL CAUSEWAY
AND PARCEL 5
AND ALL THAT PART OF GOVERNMENT LOT 1 IN SECTION 15 TOWNSHIP 29 SOUTH RANGE 16 EAST LYING SOUTH OF AN EASTERLY
PROJECTION OF THE NORTH LINE OF GOVERNMENT LOT 4 IN SECTION 16 TOWNSHIP 29 SOUTH RANGE 16 EAST PINEI COUNTY
FLORIDA WHICH PROJECTION IS EXTENDED TO THE DEEP WATER CHANNEL OF TAMPA BAY
LESS AND EXCEPT A 100 RIGHTOFWAYFOR BAYSHORE BOULEVARD AS DESCRIBED IN COUNTY PETITION NO 80 DATED AUGUST 4
1925
LESS AND EXCEPT A RIGHTOFWAYACROSS GOVERNMENT LOT 4 OF SAID SECTION 16 DESCRIBED IN CITY OF CLEARWATER
RESOLUTION 6490 FILED IN OFFICAL RECORD 1936 PAGES 522524 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA
LESSAND EXCEPT PARCEL 1
THAT PORTION THEREOF DEEDED TO ROBERT D WINNAND MARY S WINN HUSBAND AND WIFE ON NOVEMBER 16 1992 BY DEED
RECORDED IN ORBOOK 8094 PAGE 1155 PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA DESCRIBED AS FOLLOWS THAT
PORTION OF THE NW 14 OF SECTION 16 TOWNSHIP 29S RANGE 16E LYING SOUTH OF DREW STREET EAST OF UNIT 1 OF
CRYSTAL HEIGHTS SUBDIVISION AND NORTHWEIERLY OF BAYSHORE BOULEVARD TOGETHER WITH THE RIPARIAN RIGHTS THERETO
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
FROM THE NE CORNER OF THE NW 14 OF SECTION 16 TOWNSHIP 29S RANGE 16E AS A POINT OF REFERENCE THENCE
S003703WALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 16 A DISTANCE OF 330TO THE NORTHEAST CORNER OF LOT
9 UNIT 1 OF CRYSTAL HEIGHTS SUBDIVISION AS A POINT OF BEGINNING THENCE CONTINUE S003703WALONG SAID CENTERLINE
BEING ALSO THE EASTERLY BOUNDARY OF SAID UNIT 1 OF CRYSTAL HEIGHTS SUBDIVISION AS RECORDEDIN PLAT BOOK 28 PAGE
64 OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA A DISTANCE OF 22247 TO A POINT ON THE NORTHERLY
RIGHTOFWAY OF BAYSHORE BOULEVARD A 100 RIGHTOFWAY THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
36831 A CHORD BEARING OF N413548E AND A CHORD DISTANCE OF 14617 TO A POINT OF TANGENCY THENCE N610231E
ALONG SAID TANGENT RIGHTOFWAY A DISTANCE OF 18466 TO AN INTERSECTION WITH THE SOUTHERLY RIGHTOFWAY OF DREW
STREET CURRENTLY A 33 RIGHTOFWAY THENCE N892950W ALONG SAID SOUTHERLY RIGHTOFWAY 33 FROM AND
PARALLEL TO THE NORTH LINE OF SAID SECTION 16 A DISTANCE OF 24221 TO THE POINT OF BEGINNING CONTAINING 23549
SQUARE FEET 054 ACRES MOL
TOGETHER WITH THE RIPARIAN RIGHTS TO THE LANDS LYING DIRECTLY EAST ACROSS THE 100 RIGHTOFWAY FOR BAYSHORE
BOULEVARD AS RECORDED IN COUNTY PETITION NO 80 DATED AUGUST 4 1925 BEING FURTHER DESCRIBED AS FOLLOWS
THE NORTH 22247 OF THE NORTHWEST 14 OF SECTION 16 TOWNSHIP 29S RANGE 16E LYING BETWEEN THE EASTERLY LINE
OF UNIT 1 OF CRYSTAL HEIGHTS SUBDIVISION AS RECORDED IN PLAT BOOK 28 PAGE 64 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY FLORIDA AND EXTENDING EASTERLY TO THE MEAN HIGH WATER MARK OF OLD TAMPABAY LESS A 100 RIGHTOFWAY
FOR BAYSHORE BOULEVARD AS DESCRIBED IN COUNTY PETITION NO 80 DATED AUGUST 4 1925
RIPARIAN RIGHTS GRANTED ARE LIMITED TO THE LESSER OF A FIFTY 50 FEET FROM THE UPLAND OR B THE MAXIMUM DOCK
LENGTH PERMITTED BY LAW WHICHEVER IS THE LEAST
LESS AND EXCEPT
LANDS KNOWN AS THE EASTER TRACT RECORDED IN OFFICIAL RECORDS BOOK 16135PAGE 2664 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY FLORIDA
TOTAL AREA 13105 ACRES MORE OR LESS
THERE IS APPARANTLY TWO SCRIVENER ERRORS IN THE ABOVE DESCRIBED LEGAL DESCRIPTION SHOWN WITH AN ASTERICK BOTH
SHOULD BE CHANGED TO SHOW NORTHEAST OR NE INSTEAD OF NORTHWEST NW
Exhibit B
ZONING MAP
Owners: Clearwater Christian College Case:
DVA2010-06001
LUP2016-03003
REZ2016-03003
Site: 3400 Gulf-to-Bay Boulevard Property
Size(Acres): 131.05
Land Use Zoning
PIN:
16-29-16-00000-120-0100
16-29-16-00000-140-0100
16-29-16-00000-130-0200
16-29-16-00000-110-0100 From :
To:
I, P, R/OS, & I, P, & OS/R
Water/Drainage Feature
I, CG, P, R/OS, RL, & I, C, P, LDR, &
Water/Drainage Feature OS/R Atlas Page: 292B
OS/R
P
P
P
DAMASCUS RD CO URT NE Y CAM P B E LL C SW Y
DREW ST
BAY LN BAYSHORE BLVD P
P
C
LMDR
OS/R
MDR
I
MHP
OS/R
DR
O
OS/R
OS/R
OS/R
OS/R
OS/R
OS
I
C
I
LDR
OS/R
LDR
LDR
OS/R
I
LDR
LDR
LDR
LDR
LDR
OS/R
LDR
LDR
LDR
-Not to Scale--Not a Survey-
Community Development Board – April 19, 2016
REZ2016-03003- Page 1 of 10
COMMUNITY DEVELOPMENT BOARD
PLANNING AND DEVELOPMENT
DEPARTMENT STAFF REPORT
MEETING DATE:April 19, 2016
AGENDA ITEM:G.3.
CASE:REZ2016-03003
REQUEST:To amend the Zoning Atlas from the Institutional (I),
Preservation (P), and Open Space/Recreation (OS/R) Districts
to the Institutional (I), Commercial (C), Preservation (P), Low
Density Residential (LDR), and Open Space/Recreation
(OS/R) Districts
GENERAL DATA:
Applicant .........................City of Clearwater Initiated Amendment (Planning &
Development Department), per mutual, conditional termination
of DVA2010-06001
Owner .............................Clearwater Christian College Private School, Inc.
Location ..........................3400 Gulf-to-Bay Boulevard, located on the north side of Gulf-
to-Bay Boulevard approximately 900 feet east of Bayshore
Boulevard
Property Size ...................131.05 acres
BACKGROUND:
The subject site is comprised of four
parcels of land 131.05 acres in area,
located on the north side of Gulf-to-Bay
Boulevard approximately 900 feet east of
Bayshore Boulevard. The City of
Clearwater is initiating an amendment to
the parcels’ zoning designations from the
Institutional (I), Preservation (P), and
Open Space/Recreation (OS/R) Districts
to the Institutional (I), Commercial (C),
Preservation (P), Low Density Residential
(LDR) and Open Space/Recreation
(OS/R) Districts per the mutual,
conditional termination of companion
case DVA2010-06001 for the same
property.
The property owner, Clearwater Christian
College Private School, Inc., previously requested amendments to the City’s Future Land Use
Map and Zoning Atlas which were approved by City Council in October 2010 (Case No.
Community Development Board – April 19, 2016
REZ2016-03003 – Page 2 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
LUZ2010-06002). The 2010 amendments increased the amount of area designated Institutional
(I) on the City’s Future Land Use Map and Zoning Atlas (“expanded Institutional area”) in order
to accommodate growth of the college. An approved development agreement establishes a
master plan for the developed portion of the property (Case No. DVA2010-06001, as amended).
The development agreement divides the site into two areas, a Master Plan Area (28.55 acres) and
a Mitigation Area (102.5 acres). Any new development would be concentrated within the
expanded Institutional (I) area and must be in substantial conformance with the approved master
plan. The approved agreement requires the developer to seek approval of a mitigation plan to
address the objectives of hydrologic restoration and habitat enhancement, either through a
mitigation bank or other appropriate mitigation measures still meeting the standards in the
mitigation plan. The U.S. Army Corps of Engineers and the Southwest Florida Water
Management District (SWFWMD) have not granted approval of a mitigation plan to date.
The terms of the development agreement obligated the City to promptly process the Future Land
Use Map and Zoning Atlas amendments, which were processed concurrently and approved by
the Pinellas Planning Council and Board of County Commissioners acting as the Countywide
Planning Authority, as well as the Florida Department of Community Affairs (now Department
of Economic Opportunity). The property owner has received several extensions to the
development agreement in order to seek approval of the final jurisdictional line as required in the
agreement, with the most recent extension providing until January 23, 2017 for approval of the
proposed jurisdictional line.
Recently, the City has engaged in contract negotiations to purchase the majority of the subject
property designated as Preservation (P) on the Zoning Atlas, as well as additional property
owned by the college but not part of the original amendment application. Purchasing the property
would create an opportunity for the City
to provide water quality benefits to
Tampa Bay, an impaired waterbody with
a federally-recognized Total Maximum
Daily Load (TMDL) for Nitrogen,
through future water quality improvement
projects. While the projects envisioned
will differ from those outlined within the
agreement as part of the Mitigation Plan,
the overall outcome and Bay benefits
realized will be the same. The City would
like to remove the encumbrances in place
through the development agreement prior
to purchasing the property from the
college. For this reason, the City and
college are requesting a mutual,
conditional termination of the
development agreement, conditioned
upon the City’s purchase of a portion of
the college’s land (request being considered concurrently with this case). The original
development agreement states that upon termination, the property shall return to its current [as of
Community Development Board – April 19, 2016
REZ2016-03003 – Page 3 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
the time of execution of the development agreement] future land use and zoning designations.
Therefore, the City is initiating amendments to the Future Land Use Map and Zoning Atlas in
order to comply with this provision (see concurrent case LUP2016-03003).
ANALYSIS:
Vicinity Characteristics:
The subject property is primarily surrounded
by water and wetland areas to the north and
east, as part of Coopers Bayou and Tampa
Bay, which are designated as Preservation
(P) on the City’s Zoning Atlas. Properties to
the south are primarily designated Open
Space/Recreation (OS/R) District. This land
includes the Courtney Campbell Causeway
(Gulf-to-Bay Boulevard) and the associated
FDOT right-of-way, as well as the City’s
gateway feature (obelisk) and associated
parking. Adjacent to the southwest, parcels
are designated Commercial (C) and
Preservation (P) Districts. One parcel is
developed with a FDOT office, and the
others are vacant. Properties to the west
across Bayshore Boulevard are developed
with attached and detached dwellings, and are located within several different zoning districts,
including Low Medium Density Residential (LMDR), Medium Density Residential (MDR) and
Mobile Home Park (MHP) Districts.
A complete listing of the surrounding uses and Zoning Atlas designations are shown in Table 1.
In order to provide clarity regarding the request, maps showing the current zoning designations
(as approved in October 2010) and the proposed zoning designations are also provided below.
Table 1. Surrounding Future Land Use and Zoning Designations
Direction Existing Conditions
Existing Use(s)FLUM Designation Zoning Atlas Designation
North:
Wetlands, Coopers Bayou Preservation (P),
Water/Drainage Feature,
Recreation/Open Space (R/OS)
Preservation (P),
Open Space/Recreation (OS/R)
East:
Wetlands Preservation (P),
Water/Drainage Feature,
Recreation/Open Space (R/OS)
Preservation (P),
Open Space/Recreation (OS/R)
South:
Courtney Campbell Causeway/
Gulf-to-Bay Boulevard,
FDOT Office, Vacant
Recreation/Open Space (R/OS),
Commercial General (CG),
Preservation (P)
Open Space/Recreation (OS/R),
Commercial (C),
Preservation (P)
West:
Residential Residential Urban (RU),
Residential Low Medium
(RLM), Preservation (P)
Medium Density Residential
(MDR), Mobile Home Park
(MHP), Low Medium Density
Residential (LMDR),
Preservation (P)
Community Development Board – April 19, 2016
REZ2016-03003 – Page 4 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
Community Development Board – April 19, 2016
REZ2016-03003 – Page 5 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
REVIEW CRITERIA:
No amendment to the Zoning Atlas shall be recommended for approval or receive a final action
of approval unless it complies with the standards contained in Section 4-602.F, Community
Development Code. Table 2 below depicts the consistency of the proposed amendment with the
standards as per Section 4-602.F:
Table 4. Consistency with Community Development Code Standards
CDC Section 4-602 Standard Consistent Inconsistent
F.1 The proposed amendment is consistent with and furthers
the goals, policies and objectives of the Comprehensive
Plan and furthers the purposes of this Development Code
and other city ordinances and actions designed to
implement the plan.
X
F.2 The available uses to which the property may be put are
appropriate to the property which is subject to the
proposed amendment and compatible with existing and
planned uses in the area.
X
F.3 The amendment does not conflict with the needs and
character of the neighborhood and the city.
X
F.4 The amendment will not adversely or unreasonably affect
the use of other property in the area.
X
F.5 The amendment will not adversely burden public
facilities, including the traffic-carrying capacities of
streets, in an unreasonably or disproportionate manner.
X
F.6 The district boundaries are appropriately drawn with due
regard to locations and classifications of streets,
ownership lines, existing improvements and the natural
environment.
X
RECOMMENDED FINDINGS OF FACT AND CONCLUSIONS OF LAW:
Consistency of Development with the Clearwater Comprehensive Plan and Community
Development Code and City Regulations [Section 4-602.F.1]
Recommended Findings of Fact:
Applicable goal, objectives and policies of the Clearwater Comprehensive Plan which support
the proposed amendment include:
Wetlands Protection Goal, Objectives and Policies:
Goal A.1 The City of Clearwater shall continue to protect natural resources and systems
throughout the city and ensure that these resources are successfully integrated into the urban
environment through land development regulations, management programs, and coordination
with future land use intensities and categories.
Objective A.1.1 On an ongoing basis, natural resources and systems shall be protected through
the application of local, state, and regional regulations, mitigation and management plans, and
permitting procedures as well as through locally instituted land purchase programs focusing on
environmentally sensitive properties and significant open space areas.
Community Development Board – April 19, 2016
REZ2016-03003 – Page 6 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
Policy A.1.1.1 Any permanent and temporary alteration of Department of Environmental
Protection (D.E.P.) jurisdictional or non-jurisdictional wetlands, the jurisdictional wetlands of
the Southwest Florida Water Management District (SWFWMD), beach dunes, sensitive soils, or
other natural systems shall be prohibited unless such alteration is fully consistent with all local,
state, and federal regulations, mitigation and management plans, and permitting procedures that
may be applicable, including the wetland vegetative buffer requirement of the City’s Community
Development Code
Policy A.1.1.3 Environmentally sensitive wetlands subject to Department of Environmental
Protection (DEP) jurisdiction and the jurisdictional wetlands of the Southwest Florida Water
Management District (SWFWMD) shall be designated by “Preservation” (P) zoning and
prevented from being built upon except as permitted by the Preservation Zoning District.
Objective G.1.4 Preserve natural open space areas which constitute aesthetic, and/or ecological
community assets.
Policy G.1.4.3 Continue to designate appropriate land “Preservation” and “Recreation/Open
Space” in the Future Land Use Plan whenever feasible.
Coastal Storm Area Objective and Policy:
Objective A.1.2 Population densities in the coastal storm areas are restricted to the maximum
density allowed by the Countywide Future Land Use Designation of the property, except for
specific areas identified in Beach by Design: A Preliminary Design for Clearwater Beach and
Design Guidelines, in which case densities identified in Beach by Design shall govern. All
densities in the coastal storm area shall be consistent with the Pinellas County Comprehensive
Emergency Management Plan and the Regional Hurricane Evacuation Study.
Policy A.1.2.2 Continue to cooperate with the Tampa Bay Regional Planning Council and
Pinellas County to meet the regional objectives for evacuation of permanent populations as well
as other emergency concerns.
The proposed amendment furthers the following purposes of the Community Development Code
(CDC), as found in Section 1-103:
It is the further purpose of this Development Code to:
Preserve the natural resources and aesthetic character of the community for both the
resident and tourist population consistent with the city's economic underpinnings;
(Section 1-103.E.5, CDC)
Protect and improve the quality of water resources and wetlands in both interior and
coastal areas and preserve floodplains, drainageways, and other natural areas having
beneficial hydrological characteristics and functions; (Section 1-103.E.6, CDC)
Establish zoning districts of a size, type, location and with standards that reflect the
existing and desirable characteristics of a particular area within the city; (Section 1-
103.E.6, CDC)
Recommended Conclusions of Law:
The request does not conflict with the goals, objectives and policies of the Clearwater
Comprehensive Plan and it supports the plan as indicated in the goal, objectives and policies
Community Development Board – April 19, 2016
REZ2016-03003 – Page 7 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
listed above. Additionally, it furthers the purposes of the Community Development Code as
outlined. The proposed amendment returns the parcels’ designations to those which were
previously depicted on the City’s Zoning Atlas. The college decided to no longer pursue a new
jurisdictional line which would have allowed, with an approved mitigation plan, impacts certain
wetland areas that were designated as Institutional (I) through the 2010 amendment. Although
limited portions of those wetlands will be designated with Low Density Residential (LDR),
Commercial (C), Open Space/Recreation (OS/R) and Institutional (I) Districts as they had
previously been designated, there would no longer be a development agreement allowing the
property owner to pursue the same impacts to the wetlands. Future development on the uplands
portion of the property designated Institutional (I) District would need to comply with any
restrictions related to its location in the Coastal Storm Area.
Compatibility with Surrounding Property/Character of the City & Neighborhood [Sections
4-602.F.2, 4-602.F.3 and 4-602.F.4]
Recommended Findings of Fact:
The subject property is located on the north side of Gulf-to-Bay Boulevard at the easternmost
edge of the City of Clearwater boundaries. Development on the property is concentrated on the
upland area located in the southeast corner of the site which is currently designated Institutional
(I) District and accessed by Damascus Road.
The Courtney Campbell Causeway / Gulf-to-Bay Boulevard is located on the south side of the
property. Area within the subject site is primarily wetlands which continue to the north and east.
To the west across Bayshore Drive are single and multi-family homes designated with Low
Medium Density Residential (LMDR) and Medium Density Residential (MDR) zoning. The
Low Medium Density Residential (LMDR) and Medium Density Residential (MDR) Districts
primarily permit residential uses. Table 1 includes a complete list of the surrounding uses and
Zoning Atlas designations.
The proposed Institutional (I) District will allow a portion of the site (uplands) to continue to be
used as an educational facility or school, while designating the majority of the remainder of the
parcel as Preservation (P) will continue to protect the wetlands that surround the existing campus
and facilities. The uses available to the site are consistent with other development in the area, and
provisions in the Community Development Code will be used to ensure continued compatibility
with the surrounding uses, including the neighborhoods to the west across Bayshore Boulevard.
Recommended Conclusions of Law:
The proposed Zoning Atlas designation is in character with the overall Zoning Atlas designations
in the area. Further, institutional uses allowed on the developable land proposed to remain
designated with Institutional (I) District are compatible and consistent with the uses and
character of the surrounding properties and neighborhood in the vicinity of the subject property.
Community Development Board – April 19, 2016
REZ2016-03003 – Page 8 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
Sufficiency of Public Facilities [Section 4-602.F.5]
Recommended Findings of Fact:
The total area of the subject property is 131.05 acres (5,708,538 square feet). The site is currently
developed with educational facilities, dormitories, athletic fields and parking to support the
college. The expanded Institutional area, as currently designated, could yield up to 288 dwelling
units (864 dormitory beds) or a floor area of 653,203 square feet through the Institutional (I)
future land use category. The development agreement limits the allowable development within
the expanded Institutional area to up to 170,000 square feet of nonresidential floor area (0.169
FAR) and up to 750 dormitory beds (equivalent of 250 dwelling units).
At the time of the original amendments, applications for future land use and zoning amendments
were submitted as a combined application (LUZ) and a unified public facilities analysis was
completed. The previous analysis compared the development potential of the expanded
Institutional area as restricted by the development agreement with that which was allowed
through the previous entitlements in this same area. At the time it was completed, the proposal
was to expand the Institutional area to 26.55 acres; this area was later constricted to 23.07 acres
of Institutional (I) as currently depicted on the Future Land Use Map.
The 2010 application included a traffic analysis that was approved by the City’s Engineering
Department. The traffic impact analysis submitted by the applicant used real time data to develop
an accurate volume count for the adjacent segments of Gulf-to-Bay Boulevard between
McMullen Booth Road and the Clearwater city limits, as well as for the intersections of Gulf-to-
Bay Boulevard and Bayshore Boulevard and Gulf-to-Bay Boulevard and Damascus Road. This
study indicated that the existing roadway levels of service on these segments at that time was D,
peak hour, and the signals were operating at level of service C.
Planning and Development staff also completed its own evaluation of the potential impacts to the
roadways. To evaluate the potential impacts of the Zoning Atlas amendment, staff compared
trips generated by the current enrollment of the college to the proposed maximum enrollment of
the college, as well as to a more intensive institutional use allowed within the Institutional (I)
District (church). This analysis utilized the estimated trip generation for specific uses based on
the Institute of Transportation Engineer’s (ITE) Trip Generation 8th Edition. In both
comparisons, the proposed Institutional (I) area (26.55 acres, later constricted) was anticipated to
create new PM Peak Hour trips. A church use developed at the maximum intensity in the
Institutional (I) District (751,736 square feet) was anticipated to result in an increase of 292 PM
Peak trips on Gulf-to-Bay Boulevard (Courtney Campbell Causeway).
The 2010 public facilities analysis also concluded that there would be increased demand for
potable water, wastewater, and solid waste service, but the increase would not negatively impact
the City’s ability to meet the adopted level of service standards for these public facilities. Open
space and recreation facilities and mass transit were not anticipated be affected by the
amendment.
This amendment reverts the zoning designations to those in place prior to the 2010 Zoning Atlas
amendment. As such, it is expected that the proposed amendment would result in decreased
Community Development Board – April 19, 2016
REZ2016-03003 – Page 9 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
demand on the same facilities previously evaluated. As such, an in depth analysis was not
completed at this time.
Recommended Conclusions of Law:
Based upon the findings of fact, it is determined that the proposed amendment will not result in
the degradation of the existing levels of service on the Courtney Campbell Causeway segment of
Gulf-to-Bay Boulevard. Where the 2010 amendment was expected to result in an increase in
demand for potable water and generation of wastewater, as well as solid waste, this amendment
is expected to result in a corresponding decrease in the potential demand for these services.
There is adequate capacity to accommodate the maximum demand generated by the proposed
amendment. Furthermore, parkland and recreation facilities will not be affected by the proposed
amendment.
Location of District Boundaries [Section 4-602.F.6]
Recommended Findings of Fact:
Development on the subject site is concentrated within the southeast portion of the site (uplands
area). The location of the proposed Institutional (I) District boundaries is an appropriate
classification for the uplands; however, portions of the wetlands were previously designated with
Institutional (I) District prior to the 2010 amendments. Other portions of wetlands were
previously Low Density Residential (LDR), Commercial (C), and Open Space/Recreation
(OS/R) Districts, and are proposed to revert back. This would result in boundaries that are not all
drawn consistent with existing improvements and the natural environment. If the proposed
mutual, conditional termination of the development agreement is approved, the zoning
designations must revert back to those in place prior to the 2010 Zoning Atlas amendment.
It is anticipated that the City will utilize the map adjustment process provided for through the
Countywide Rules (Section 7.3.8.5) and the Community Development Code to make these
consistent with the wetland boundaries.
Recommended Conclusions of Law:
The zoning district boundaries are drawn consistent with the boundaries that were in place prior
to the 2010 Zoning Atlas amendments, as required upon termination of the development
agreement. Planning and Development staff will utilize the appropriate procedures to
administratively adjust the boundaries according to the wetland boundaries.
Community Development Board – April 19, 2016
REZ2016-03003 – Page 10 of 10
Level III Zoning Atlas Amendment Application Review PLANNING & DEVELOPMENT
LONG RANGE DIVISION
RECOMMENDATION:
Based on the foregoing, the Planning and Development Department recommends the following
action:
Recommend APPROVAL of the request for a Zoning Atlas amendment from the Institutional
(I), Preservation (P), and Open Space/Recreation (OS/R) Districts to the Institutional (I),
Commercial (C), Preservation (P), Low Density Residential (LDR), and Open Space/Recreation
(OS/R) Districts.
Prepared by Planning and Development Department Staff:
Lauren Matzke, AICP
Long Range Planning Manager
ATTACHMENTS:
Resume
Photographs of Site and Vicinity
1. View looking north from Gulf-to-Bay Blvd at subject
property
2. View looking south from Gulf-to-Bay Blvd
4. View looking north across existing athletics fields towards
Preservation area (2010).
3. Representative buildings on subject property (2010).
.
5. View looking west from existing parking lot on subject
property towards Preservation area (2010).
6. View looking north from existing parking lot on subject
property towards Preservation area (2010).
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 1 of 3
7. View looking northeasterly along Damascus Road at subject
property
8. View looking north along Bayshore Drive at typical single
family housing located across Bayshore Drive from subject
property Preservation area
9. View looking north along Bayshore Drive at typical multi-
family housing located across Bayshore Drive from subject
property Preservation area
10. View looking east from Bayshore Drive at Johns Parkway
at subject property Preservation area
.
11. View looking northerly along Bayshore Drive at Johns
Parkway
12. View looking southerly along Bayshore Drive at Johns
Parkway
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 2 of 3
cale-rvey-DREW ST DREW ST
BAY LNBAYLN -Not to Sc-Not a SurVD VD K ST K ST BAY LN BAY LN
10/11/12
BAYSHORE BLV BAYSHORE BLVSRD US RD DOWNING ST DOWNING ST
JOHNS PKWY JOHNS PKWY
3
4
6
9
10/11/12
DAMASCUS DAMASCUSELL CSWYCAMPBELLCSWY
2
5
8 7
COURTNEY CAMPBELL CSWY COURTNEY CAMPBELL CSWY 1
.
Location Map for site photographs (pages 1-2).
LUP2016-03003 & REZ2016-03003
City of Clearwater Initiated Amendment, per mutual, conditional termination of DVA2010-06001
Clearwater Christian College
3400 Gulf-to-Bay Boulevard
Page 3 of 3
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2360
Agenda Date: 4/21/2016 Status: City Manager ReportVersion: 1
File Type: Action ItemIn Control: Planning & Development
Agenda Number: 9.1
SUBJECT/RECOMMENDATION:
Approve a scope of services for AECOM as Engineer of Record for the design, engineering
and production of construction documents and all related design services for permitting for
specified tasks identified in the Clearwater North Marina Area Master Plan.
SUMMARY:
This scope will encompass the following key elements of the North Marina Master Plan
(NMMP): existing parking area and Seminole Street modifications; waterfront boardwalk;
Pinellas Trail connection; new boat and trailer parking lot; new car parking lot; new floating
docks; new landscape and green space improvements including enhanced stormwater
treatment; and conceptual design for enhancements to the existing park land owned by West
Coast Inland Navigation District (WCIND). AECOM will prepare and submit permit
applications, plans and supporting documents to the appropriate agencies or departments for
review and approval.
The project goal is to improve the infrastructure of the Old Bay/North Marina area. These
proposed improvements will provide users of the north marina as well as the surrounding
community with enhanced parking, upgraded features to promote increased use by residents
and other users, and aesthetic improvements with landscaping and proposed park amenities.
Coupled with other regulatory changes, these improvements will encourage private sector
investment and expanded use in a manner to complement community, encourage additional
area resident use, provide greater amenities, and utilize sustainable features as an integral
component of design.
For these and other reasons, it is recommended that the City Council approve the scope of
services for Engineer of Record AECOM for the work outlined.
APPROPRIATION CODE AND AMOUNT:
A mid-year budget amendment will transfer General Fund reserves to special program
181-99888, ULI Report Implementation, in the amount of $375,000 to fund this contract.
USE OF RESERVE FUNDS:
Funding for this contract will be provided by a mid-year budget amendment allocating General
Fund reserves in the amount of $375,000 to special program 99888, ULI Report
Implementation. Inclusive of this item if approved, a net total of $1,918,646 of General Fund
reserves has been appropriated by Council to fund expenditures in the 2015/16 operating
budget. The remaining balance in General Fund reserves is approximately $29.8 million, or
23.9% of the current General Fund operating budget.
Page 1 City of Clearwater Printed on 4/21/2016
File Number: ID#16-2360
Page 2 City of Clearwater Printed on 4/21/2016
ID Task Name Duration Start Finish1CONCEPTUAL DESIGN PHASE132 daysMon 5/2/16Tue 9/6/162Kick-off Meeting0 daysMon 5/2/16Mon 5/2/163Site Inspection15 daysMon 5/2/16Mon 5/16/164Data Collection21 daysMon 5/2/16Sun 5/22/165Surveying45 daysSun 5/15/16Mon 6/27/166Geotechnical Investigation45 daysSun 5/15/16Mon 6/27/167Utility Coordination 22 daysSun 5/22/16Sun 6/12/168Subsurface Utility Engineering (SUE)8 daysSun 6/12/16Mon 6/20/169Permitting Pre-application Meetings7 daysMon 6/20/16Sun 6/26/1610Conceptual Plan Preparation45 daysTue 6/28/16Wed 8/10/1611City Review of Conceptual Drawings14 daysWed 8/10/16Tue 8/23/1612Review Comments from City0 daysTue 8/23/16Tue 8/23/1613Plan Revisions 7 daysWed 8/24/16Tue 8/30/1614Public Meeting0 daysTue 8/30/16Tue 8/30/1615Public Feedback Direction from City7 daysTue 8/30/16Tue 9/6/1616PRELIMINARY DESIGN PHASE105 daysTue 9/6/16Fri 12/16/1617Review Meeting with City0 daysTue 9/6/16Tue 9/6/1618Prepare Preliminary Engineering Drawings90 daysTue 9/6/16Fri 12/2/1619City Review of Preliminary Drawings15 daysFri 12/2/16Fri 12/16/1620FINAL DESIGN PHASE75 daysFri 12/16/16Mon 2/27/1721Review Meeting with City0 daysFri 12/16/16Fri 12/16/1622Final Engineering Drawings60 daysSat 12/17/16Sun 2/12/1723City Review of Final Drawings15 daysSun 2/12/17Mon 2/27/1724CONSTRUCTION PLANS PERMITTING196 daysMon 2/27/17Mon 9/4/1725City of Clearwater - Site Construction Plan Approval 60 daysMon 2/27/17Wed 4/26/1726Pinellas County Public Works - R/O/W Use Permit60 daysMon 2/27/17Wed 4/26/1727PCWMD - Commercial and Multi-use Dock Permit90 daysMon 2/27/17Thu 5/25/1728SWFWMD - Environmental Resource Permit90 daysMon 2/27/17Thu 5/25/1729FDEP - Water Distribution System Permit90 daysMon 2/27/17Thu 5/25/1730FDEP - Sovereign Submerged Lands Authorization90 daysMon 2/27/17Thu 5/25/1731USACE - Section 404 Dredge and Fill Permit120 daysMon 2/27/17Fri 6/23/1732Responses to RAI and Resubmittals30 daysFri 6/23/17Sat 7/22/1733Permits Issued45 daysSat 7/22/17Sun 9/3/1734Issued for Bidding Plans Submitted to City1 daySun 9/3/17Mon 9/4/1735BIDDING SERVICES58 daysMon 9/4/17Mon 10/30/1736Bidding Documents and Technical Specifications 21 daysMon 9/4/17Sun 9/24/1737Bidding Period30 daysSun 9/24/17Mon 10/23/1738Bids Due0 daysMon 10/23/17Mon 10/23/1739Bidding Analysis7 daysMon 10/23/17Mon 10/30/175/28/238/309/612/1610/23AprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNov2017CITY OF CLEARWATERNORTH MARINA DEVELOPMENT PLANAPRIL 6, 2016
DRAFT
1 of 18
WORK ORDER INITIATION FORM
for the CITY OF CLEARWATER
Date:April 7, 2016
Project Number:___________
City Project Number:___________
Plan Set Number:___________
1.PROJECT TITLE:
The Clearwater North Marina Improvements
2.SCOPE OF SERVICES:
The City of Clearwater (City) has requested that AECOM provide a Scope of Services for
professional consulting services for the permitting, design, engineering and production of
construction documents and all related design services as described herein for tasks
identified in the Clearwater North Marina Area Master Plan. The purpose of this document
is to establish a scope of services for AECOM, define the parameters of the project, the
project understanding, project schedule, limits of work and tasks to be performed.
The design, engineering, permitting and coordination tasks to be performed by AECOM will
take into consideration the following key program elements:
Existing Parking Area and Seminole Street Modifications and
Waterfront Boardwalk – Repave/stripe existing parking lot, add
landscaping islands, improve surface drainage, provide low-impact
design for stormwater treatment, waterfront boardwalk with
educational displays along existing seawall; connections to boat ramps
and multi-use trail
DRAFT
2 of 18
Pinellas Trail Connection –New multi-use trail connection from the
Seminole Boat Ramp east to Osceola Street with associated amenities
and pedestrian level lighting;
New Trailer Parking Lot – Provide pavement design, low-impact design
for stormwater treatment, landscape design, and security lighting and
pedestrian connections to boat ramps.
New Car Parking Lot – Provide pavement design, low-impact design for
stormwater treatment, landscape design, and security lighting and
pedestrian connections to boat ramps and Francis Wilson Playhouse
New Floating Docks – Provide construction plans for two new floating
docks adjacent to existing boat ramp;
New Lawn/Green Space – New lawn area/green space with associated
LID Stormwater treatment
Park Enhancement – New mini-park design with associated amenities
to enhance existing park land owned by West Coast Inland Navigation
District (WCIND).
I –CONCEPTUAL DESIGN PHASE
Task 1 – Kick-Off Meeting
AECOM will convene a Kick-Off Meeting with the CITY within one (1) week after the
Notice to Proceed. AECOM will develop the agenda for the Kick-Off Meeting with
input from the CITY. The Kick-Off Meeting will discuss and document the points of
contacts within the CITY and AECOM, communication protocol, data requirements,
the scope of work, confirm desired program elements, project schedule, milestones
and submittals, and other miscellaneous issues.
AECOM will prepare minutes of the Kick-Off Meeting and will distribute them to the
meeting attendees.
Task 2: Site Inspection
AECOM will perform a site inspection to check and verify the site specific
information against the data collected above. The site will be visually examined and
photographed by the Project Team prior to the start of the design phase. The
proposed route of the multi-use trail to the Pinellas Trail will be visually inspected to
gain an understanding of the available right-of-way, ADA requirements, safety
concerns, grading and drainage issues, and other design constraints.
Task 3 – Data Collection
DRAFT
3 of 18
AECOM will review and collect all relevant base data information that is available in
the Public Record files of the following public agencies:
City of Clearwater
Pinellas County Watershed Management Division (PCWMD)
Southwest Florida Water Management District (SWFWMD)
Federal Emergency Management Agency (FEMA)
Florida Department of Environmental Protection (FDEP)
Army Corps of Engineers (ACOE)
Task 4 – Survey
Boundary, topographic and tree surveys will be conducted within the limits of the
project. Topographic mapping will be provided on a 50-foot (minimum) grid
extending 25 feet beyond the boundary of all proposed site improvements. The
surveying effort may include:
Updating the boundary survey of City land and rights-of-way;
Topographic survey of the existing and proposed parking lots and connections to
roadways;
Bathymetric surveys of the areas proposed for floating docks;
Curblines and edges of pavement for surrounding roadways and parking areas;
Locations, sizes, top elevations and inverts of sewer and storm drains;
Location of potable water valves, meter boxes, backflow preventers, fire
hydrants;
Above ground utilities, building corners, structures, seawalls, and site features;
Establishment of site horizontal and vertical control points;
Legal descriptions and sketches for new utility easements; and
Submerged land lease research.
DRAFT
4 of 18
Task 4 – Geotechnical Investigation
An evaluation of subsurface conditions at the project site will be performed to
develop recommendations for site preparation, pavement and shallow foundation
design and construction. The geotechnical scope of work will include a review of
existing data, a field exploration program, laboratory testing, preliminary
engineering evaluation and recommendations and a final geotechnical engineering
report.
Task 5 – Utility Coordination
AECOM will coordinate with City of Clearwater, Verizon, Duke Energy, Clearwater
Gas and other utility providers to establish the location of the existing utilities within
the project limits. A Sunshine One Call utility locate request will be made and the
utility owners within the project area will be identified. The surveyor will record the
approximate horizontal locations on the site specific survey based on flagging or
marks provided by the utility companies.
Task 6 – Subsurface Utility Engineering (SUE)
Vacuum excavations may be required at critical underground utility crossings. If SUE
work is necessary, the horizontal and vertical disposition of the utilities will be
identified along with the utility's size and material type. Utility information acquired
will be presented on the provided construction drawings with dimensions shown for
horizontal location and vertical data presented as depth of cover from existing
grade.
Task 7 - Conceptual Plan Preparation
Upon completion of the field review and land surveying tasks, AECOM will produce a
Conceptual Plan incorporating the program elements approved by the City during
the kick-off meeting. The plan will depict the proposed program elements and
relationship to existing conditions on an illustrated map at an appropriate scale. The
plan will address the issues of pedestrian and vehicular circulation, infrastructure
improvements, sidewalks, landscaping, lighting, and site furnishings. It is anticipated
that conceptual plan will be used to solicit feedback from the public on the proposed design
and amenities. AECOM will incorporate one set of City review comments to produce revised
concept plans for a stakeholder meeting with the stakeholders identified by the City. The
City’s Project Manager shall be responsible for coordinating with all other City personnel
and stakeholders required to schedule and attend the meeting. The City shall be responsible
for the logistics of the meeting, including venue. AECOM will present the concept plans and
elicit public input.
DRAFT
5 of 18
Task 8 – Permit Pre-application Meetings
AECOM will coordinate and meet with representatives of the City of Clearwater,
FDEP, Pinellas County, ACOE and other appropriate permitting agencies prior to the
submittal of permit applications.
II – PRELIMINARY DESIGN PHASE
Task 1 – Project Coordination Meeting
AECOM will participate in meetings with the project team during the Design Phase of
the project to review the plans, permit applications and site specific requirements of
the project. Meetings will be held at City of Clearwater offices on a monthly basis
for the duration of the project.
Task 2 – Preliminary Engineering Plan Preparation
After City approval of the conceptual plan, preliminary site drawings will be
produced and will include the following:
Overall Base Plan - A base sheet will be prepared in AutoCAD showing the
proposed improvements overlaid on the existing property lines, roadways,
parking lots, utilities, topography, wetland jurisdictional lines, trees, existing
roadways. The parking lot will be laid out with consideration given for turning
movements and required parking geometry for boat trailers.
Paving and Grading Plans - Preliminary paving and grading plans will be prepared
for the parking areas, trail connection, streetscaping, and sidewalks. Vehicular
circulation patterns and turning radii of existing and new parking areas and
roadways will be verified with vehicle turning movement software such as
AutoTurn.
Drainage Analysis – The pre-application meetings with SWFWMD and FDEP will
confirm the reviewing agency and the stormwater design criteria required for
the improvements. A preliminary stormwater analysis will be prepared (to be
completed with AdICPR software during Final Design Services.) The stormwater
drainage system for the existing parking lot will be reviewed and assessed to
determine if any remedial repairs or upgrades are required for the final
configuration. Low-impact design alternatives for stormwater treatment for run-
off from the parking area will be researched and incorporated into the drawings.
Treatment options may include bioswales or manufactured treatment systems.
DRAFT
6 of 18
Preliminary Landscape & Hardscape Plans – Preliminary landscape, hardscape,
lighting and gateway signage plans will be developed for the site and include the
WCIND park area, the parking areas, the waterfront boardwalk, the lawn/green
space and the trail connection route. Recreation, bicycle and pedestrian
amenities such as comfort stations, water drinking fountains, shade structures,
water accessibility, observation areas, picnic shelters, seating, bike racks, dog
walk/sanitation stations can be discussed in the project programming.
Floating Dock Plans – A City approved manufacturer or vendor will be
responsible for the design of the floating docks. The vendor will provide signed
and sealed plans and specifications to incorporate into the construction
documents. AECOM will design the piers and the connections to land. This task
includes design and permitting for dredging for the south staging dock. No
inspection, upgrades or redesign of the existing seawalls or retaining walls is
included. This task also includes delineation of existing seagrass beds within and
immediately adjacent to the proposed project footprint, including any proposed
temporary construction footprint locations. AECOM will document the boundaries
of existing seagrass beds using hand-held GPS units for incorporation into the
project construction plans. It is anticipated that impacts to existing seagrass beds
resulting from the proposed transient docks will require mitigation. This task does
not include any formal wildlife surveys. Should seagrass mitigation be required,
AECOM will develop a mitigation plan to offset adverse impacts to seagrass beds
resulting from the project. As part of this task, proposed impacts will be evaluated
using the Uniform Mitigation Assessment Method (UMAM), and the results will be
used to determine the appropriate level of mitigation needed for the project. This
task includes coordination with the FDEP and the USACE for negotiation and
approval of the proposed UMAM scores and seagrass mitigation plan. This task
does not include any post-construction mitigation monitoring.
Lighting Design and Electrical Engineering – AECOM will document existing field
conditions, equipment and furnishings to remain and coordinate new electrical
installations with existing conditions in the field. Duke Energy will be contacted
to confirm proper coordination of the electrical services and fixtures. AECOM will
provide the City with options to choose from for the preferred type of light
fixtures and light pole type(s). The City will provide direction for existing
equipment to remain and/or be relocated.
Deliverables:
Boundary and Topographic Surveys
Geotechnical Engineer Report
DRAFT
7 of 18
Preliminary Drainage Analysis
Preliminary Drawings
Cost Estimate
CITY standard specifications will be used to the fullest extent possible. Any required
sections not covered by standard CITY specifications will be prepared by AECOM.
AECOM technical specifications will be prepared in CSI Master Format -2004.
Task 11 –Final Design
The tasks included in Final Design Services will be the preparation of the final construction
documents including plans for the project. The objective of this task will be to provide
construction documents to support the permitting, bidding, and construction phases of the
project. The construction document plan set will include the following plans:
Demolition Plan – AECOM will prepare demolition and tree protection plans that will
illustrate which buildings, structures, pavement areas, trees, etc. are to be demolished,
removed, or protected.
Paving and Grading Plan - Paving and grading plans will be developed for the developed
portions of the site. This will include establishing lines, grades, and slopes necessary to
provide adequate surface drainage for the parking areas, sidewalks and landscaped areas.
AECOM will prepare a striping, signage and pavement marking plan for project limits of the
parking lots and trail connection. The striping, signage and pavement marking plan will
include the pavement marking (striping, turn arrows, reflective pavement markings, etc.)
and signage required by the City. The Contractor will be responsible for the preparation of
Maintenance of Traffic plans.
Landscape Plans – Landscape Design Plan sheets will be prepared in AutoCAD DWG format
and PDF format. Landscape Design Construction Documents will be prepared in
accordance with City of Clearwater Community Development Code and be signed and
sealed by a Registered Landscape Architect in Florida. The landscape design plan sheets will
depict the proposed planting and will be graphically and dimensionally referenced. Plant
Schedule: Plan sheet will include a plant schedule providing a tabular plant materials list
identifying the proposed plantings by their plan symbol, quantity of each species, botanical
and common name, and the planting specifications (planting height, width/spread,
container or root ball size, caliper, clear trunk dimension, plant spacing on-center
dimension), specialty features. Plans will also include General Notes and Landscape
Details.
DRAFT
8 of 18
Hardscape Plans – Hardscape Design Plan sheets will be prepared in AutoCAD DWG format
and PDF format. Hardscape Design Construction Documents will be signed and sealed by a
Registered Landscape Architect and/or a Registered Professional Engineer in Florida. Plan
sheets will depict proposed design elements including pedestrian and bicycle amenities,
special paving and all other proposed hardscape amenities.
Irrigation Plans – Irrigation Design Plan sheets and details will be prepared using AutoCAD
for an irrigation system that provides 100% coverage for proposed plantings within the
project limits. Irrigation design and technical specification shall be in accordance with City
preferences. It is assumed that the source will be reclaimed water.
Gateway Feature Signage Plans – Gateway Feature Sign Plan sheets will be prepared and
include:
Graphic standards (typestyle, arrows, symbols)
Dimensioned layouts
Fabrication details with material and color specifications
Mounting details
Technical specifications
Potable Water Plan - Construction drawings will be prepared for a potable water system to
service drinking fountains, fish cleaning stations and hose bibs. The water distribution
system will be designed and prepared in accordance with the City of Clearwater Technical
Standards and the requirements of the Florida Department of Environmental Protection
(FDEP). The FDEP application is “Notice of Intent to Use the General Permit for
Construction of Water Main Extensions for PWSs”. The location and number of proposed
water drinking fountains, fish cleaning stations and hose bibs will be established as
approved by the City during the preliminary design phase.
Stormwater Management and Collection – A stormwater management report and
construction plans will be developed for the applicable portions of the project. The
expectation is that the existing paved parking lots and the pedestrian sidewalks will be
exempt from environmental resource permitting. The stormwater permitting for the new
parking area will be included in the ERP application package for the floating docks.
Floating Dock Plans - The final design of the floating docks will be completed with the
vendor who was selected in the Preliminary Design phase. The vendor will provide signed
and sealed plans and specifications to incorporate into the construction documents.
AECOM will design the piers and connections to land.
Lighting Design and Electrical Engineering – Photometric analysis will be conducted for the
parking lot and pedestrian sidewalk. The lighting and electrical design drawings will be in
accordance with the National Electrical Code NEC, the Illuminating Engineering Society of
North America IES Handbook and other applicable codes and standards. AECOM will
DRAFT
9 of 18
perform all necessary calculations to support design documents including photometric
calculations for lighting, voltage drop, and electrical load. AECOM will specify types of
materials, method of attachment, conduit and conductor sizes and other pertinent
information as required for a complete and operating system.
Design drawings will be developed illustrating locations and requirements for electrical
services, light poles and fixtures, receptacles, branch circuiting, power riser diagrams, and
panel schedules. All wiring and conduit design to new designed lighting fixtures for a
complete and operational system. All conduit and conductors are assumed to be new.
Lighting luminaires shall be selected based on local environmental conditions (to be
coordinated with the Florida Fish and Wildlife Commission). Luminaires shall be provided
with glare and spill control.
Other electrical and lighting services may include:
Design of automatic lighting control. (Photocell only or photocell and timeclock);
Electrical design of landscape lighting;
Design of Closed Circuit Television (CCTV) design or provisions for future CCTV;
Power provisions for parking lot pay station;
Lighting for any signage;
Lighting for floating dock(s) and boat ramps;
Power provisions to any electric drinking fountains;
Power provisions for lighting and receptacles at pavilions;
Receptacles located in various parking lot site lighting poles; and
Power for electric car chargers.
Stormwater Pollution Prevention Plan (SWPPP) - AECOM will develop a Stormwater
Pollution Prevention Plan (SWPPP) to support the NPDES Stormwater Construction Generic
Permit (CGP) in accordance with 40 CFR parts 122 and 123 and Section 403.0885, Florida
Statutes, and applicable rules of the Florida Administrative Code.
AECOM will design appropriate Best Management Practices (BMPs) to protect Waters of
the State and existing stormwater management systems from adverse impacts during
proposed construction activities. Such controls can include erosion controls, sediment
controls, stormwater management controls, temporary grading for drainage, and controls
for tracking of sediments.
The SWPPP plan will include the following elements:
Identify the stormwater team responsible for implementing the SWPPP, including a
qualified inspector;
DRAFT
10 of 18
List all contractors or subcontractors who will be conducting construction activities at
the site;
Describe the nature of construction activities covered under the CGP;
Describe the intended sequence and timetable of major soil-disturbing activities
(clearing, grubbing, grading, cut/fill, dewatering, installation of BMP and stormwater
controls, paving, stabilization, removal of construction equipment/vehicles, etc.);
Estimate the total site area and area(s) anticipated to be disturbed by construction
activity;
Locate proposed discharge points and list all anticipated non-stormwater discharges
covered under the CGP;
Describe temporary and permanent BMPs and stormwater controls that will be
implemented or installed during the construction process to control
pollutants/sediments in stormwater discharges;
Describe dewatering controls (as applicable) to ensure that discharges of non-
contaminated groundwater do not cause violations of State water quality standards;
Detail stormwater inspection procedures and BMP maintenance activities and
schedules;
Provide a site map showing property boundaries, entrance/exit points, drainage
patterns and existing surface waters/wetlands, construction activity and dewatering
locations, major structural and non-structural controls, discharge locations, protected
areas; and
Include all the signed contractors and subcontractors certifications
Draft copies of this plan will be submitted to the City for their review and comment.
Comments from the City will be incorporated into the plan prior to its submittal to the
regulatory agencies (i.e., Florida Department of Environmental Protection and U.S.
Environmental Protection Agency).
AECOM will coordinate with the City and other contractors regarding stormwater
management controls during the course of the project. Monthly reviews and updates (as
needed) of the SWPPP may be required during the project due to changes in the plans,
proposed construction methods or other permits.
Deliverables:
Final Drainage Analysis;
Final Drawings –Landscape, Hardscape, Lighting, Paving & Grading, Drainage;
Stormwater Pollution Prevention Plan
DRAFT
11 of 18
II- BIDDING PHASE
Task 3 - Bidding Services
AECOM will attend the pre-bid conference. The purpose of AECOM attendance is to
answer technical questions with respect to the design. AECOM will not be
responsible for questions or providing information involving the contract between
the CITY and the contractor.
AECOM will assist the CITY in preparing up to two (2) addenda during the bid phase
to formally answer bidder’s technical questions, clarify issues or adjust the bid
documents prior to the bid opening.
Following bid advertisement by the CITY, AECOM will review the bids submitted by
the contractors and provide recommendation of award to the CITY.
3.PERMITTING:
AECOM will prepare and submit the permit applications, plans and supporting documents
to the appropriate agencies or departments for review and approval. Submittals will be
made to the following permitting agencies or governmental departments:
City of Clearwater
Project Planning Review
Site Construction Plan Approval
Pinellas County Public Works
Right-of-Way Use Permit (Trail Connection)
Pinellas County Watershed Management Division (PCWMD)
Commercial and Multi-use Dock Permit
Southwest Florida Water Management District (SWFWMD)
Environmental Resource Permit (ERP)
Florida Department of Environmental Protection (FDEP)
Water Distribution System Permit
Environmental Resource Permit (ERP)
Sovereign Submerged Lands Authorization
U.S. Army Corps of Engineers (USACE)
Section 404 Dredge and Fill Permit
Environmental Protection Agency (EPA)
NPDES Notice of Intent (through FDEP)
Agency Coordination - AECOM will coordinate with representatives of the above
listed agencies as part of the permit application review process to address potential
design and construction concerns. This task includes a pre-application meeting and,
DRAFT
12 of 18
if necessary, a post-submittal site inspection with each of the above permitting
agencies. As part of this task, AECOM will respond to one (1) Request for Additional
Information from each agency following the initial permit application submittal.
Requests for Additional Information (RAI) and Resubmittals: AECOM will prepare
written responses to each RAI comment from the agencies, complete additional
design revisions, and resubmit the plans and supporting documents for final
approval.
Deliverables:
City of Clearwater Site Plan Approval
FDEP Environmental Resource Permit
Pinellas County Right-of-Way Use Permit
Pinellas County Commercial and Multi-use Dock Permit
FDEP Water Distribution System Permit
FDEP Sovereign Submerged Lands Authorization
USACE Dredge and Fill Permit
EPA NPDES Notice of Intent Application
4.PROJECT GOALS:
The project goal is to improve the infrastructure of the North Marina Area. These
proposed improvements will provide the users of the North Marina and others with
enhanced parking, user features, landscaping and park amenities.
5.BUDGET:
Attachment “B” provides the fee estimate detail. This price includes all labor and
expenses anticipated to be incurred by AECOM for the completion of these tasks in
accordance with Professional Services Method “A” – Cost Times Multiplier Basis, for a
fee not to exceed Three Hundred Seventy Five Thousand ($375,000.00).
DRAFT
13 of 18
6.SCHEDULE:
The design portion of the project is to be completed XXXXX days from issuance of notice-
to-proceed orfrom the date all information that is to be provided by the CITY is received by
AECOM. The schedule is based upon the assumption that CITY reviews of the project work
products will be completed in two (2) weeks from the date of submission. The project
deliverables are to be phased as follows:
Conceptual Design 132 calendar days
Preliminary Design 105 calendar days
Final Design 75 calendar days
Permitting 196 calendar days
Bidding Assistance 58 calendar days
7.STAFF ASSIGNMENT (Consultant):
Officer-in-Charge:Dana K. Tallman, PE, BCEE
Project Manager:Dennis Syrja, PE
Landscape Architect: Paul Kurtz, RLA, LEED AP, BD+C™
Senior Designer:Terry Sonnenberg
Admin Assistant:Deborah Mols
8.CORRESPONDENCE/REPORTING PROCEDURES:
ENGINEER’s project correspondence shall be directed to XXXXXX. All City project
correspondence shall be directed to Dennis Syrja with copies to others as may be
appropriate.
9.INVOICING/FUNDING PROCEDURES:
Invoices for work performed shall be submitted monthly to the City of Clearwater,
Engineering Department, Attn.: Veronica Josef, Senior Staff Assistant, PO Box 4748,
Clearwater, Florida 33758-4748.
City Invoicing Code: XXXXXXX
DRAFT
14 of 18
10.INVOICING PROCEDURES
At a minimum, in addition to the invoice amount(s) the following information shall be provided
on all invoices submitted on the Work Order:
A. Purchase Order Number and Contract Amount.
B. The time period (begin and end date) covered by the invoice.
C. A short narrative summary of activities completed in the time period
D. Contract billing method – Lump Sum or Cost Times Multiplier
E. If Lump Sum, the percent completion, amount due, previous amount earned and total
earned to date for all tasks (direct costs, if any, shall be included in lump sum amount).
F. If Cost Times Multiplier, hours, hourly rates, names of individuals being billed, amount due,
previous amount earned, total earned to date for each task and other direct costs (receipts
will be required for any single item with a cost of $50 or greater or cumulative monthly
expenses greater than $100).
G. If the Work Order is funded by multiple funding codes, an itemization of tasks and invoice
amounts by funding code.
11.SPECIAL CONSIDERATIONS:
The consultant named above is required to comply with Section 119.0701, Florida Statutes
(2013) where applicable.
PREPARED BY:APPROVED BY:
________________________________________________
Dana K. Tallman, PE, BCEE Michael D. Quillen, PE
Vice President City Engineer
AECOM City of Clearwater
______________________________________
Date Date
15 of 18
Attachment “A”
WORK ORDER INITIATION FORM
CITY OF CLEARWATER DELIVERABLES STANDARDS
FORMAT:
The design plans shall be compiled utilizing one of the following standards:
City of Clearwater CAD standards or Consultant’s CAD standards (please provide all supporting
documents when utilizing Consultant’s Standards).
DATUM:
Horizontal and Vertical datum shall be referenced to North American Vertical Datum of 1988 (vertical)
and North American Datum of 1983/90 (horizontal). The unit of measurement shall be the United States
Foot. Any deviation from this datum will not be accepted unless reviewed by City of Clearwater
Engineering/Geographic Technology Division.
DELIVERABLES:
A minimum of two (2) signed and sealed Plans and Contract Documents (specifications book) labeled
“ISSUED FOR BID” shall be provided at the onset of the bid phase, as well as electronic copies. Electronic
plan copies in PDF and CAD and electronic contract documents in PDF and MS Word.
The design plans shall be produced on bond material, 24" x 36" at a scale of 1" = 20’ unless approved
otherwise. The consultant shall also deliver all digital files in CAD drawing format and PDF format
together with all project data in AutoCAD Civil 3D file format. All references, such as other drawings
attached, images and graphic files, custom fonts and shapes shall be included in hard copy and
electronic copy.
Prior to the City Council award date, a minimum of two (2) copies of signed and sealed plans and
contract documents (specifications book) labeled “CONFORMED” shall be provided. All revisions made
during the bid phase shall be included in the plan sets and noted in the revision block or as a footnote.
Copies of each Addendum shall be included at the front of the contract and all revisions made during the
bid phase shall be incorporated into the Contract Documents.
Electronic copies of “CONFORMED” plans (PDF and CAD) and contract documents (PDF and MS Word)
shall be provided prior to the City Council award date.
NOTES:
If approved deviation from using Clearwater CAD standards, the consultant shall include all
necessary information to aid in manipulating and printing/plotting the drawings. Please address
any questions regarding file format to Mr. Tom Mahony, Geographic Technology Manager, at
(727) 562-4762 or email address: tom.mahony@myclearwater.com.
16 of 18
Attachment “B”
THE CLEARWATER NORTH MARINA IMPROVEMENTS
ÆÕÕ ÕÕÕÕ ÕÕ
WORK ORDER INITIATION FORM
PROJECT BUDGET
Task Description Subconsultant
Services
Labor Total
1 Conceptual Deign $29,670 $78,962 $108,632
2 Preliminary Design $82,518 $82,518
3 Final Design $121,685 $121,685
4 Permitting $35,891 $35,891
5 Bidding Services $11,376 $11,374
$360,100
Subtotal, Labor &Subcontractors $360,100
Permit Review Fees $5,000
Other Direct Costs (prints,
photocopies, postage, etc.)
$9,900
Grand Total $375,000
Attachment “C”
17 of 18
REVIEW PERIOD SUBMITTAL REQUIREMENTS
This list is intended as a guideline of the items to be completed at various levels of project completion.
The specific list for each project shall be finalized in the work order.
30% Construction Plans
Requirements for the 30% submittal shall include the following:
Cover Sheet,
Legend and Abbreviations per City standards,
Key Sheet,
Demolition Plans indicating existing improvements, utilities, and topography, and identification of
trees to be removed,
Preliminary layout of the proposed improvements, existing right-of-way and easements,
subdivision, block, and lot number, and plat book and page for adjacent parcels,
Engineer’s/Architect’s preliminary opinion of probable construction cost, based on the 30 %
submittal.
60% Construction Plans
In addition to the items in the 30% submittal, requirements for the 60% submittal shall include the
following:
General Construction Notes related to best management practices, utilities, and other conditions
relevant to the project,
Typical pavement sections shall indicate typical cross sectional slopes, median improvements,
pavement requirements, right-of-way lines, sidewalks, curbs, gutters, and landscaped areas,
Grading, Paving, and Drainage detail sheets, including standard and nonstandard stormwater
management structures, retaining walls, and related notes,
Erosion control and tree protection details, including best management practices applied to the
project,
Existing private utilities, as available, such as gas, electrical, telephone, fiber optic, and cable TV,
Detailed Cross Sections,
Wetland Planting Plans and Details,
Utility Plan including utility relocation/adjustment details indicating utility conflicts, relocation
design, proposed utility structures, and conflict manholes, design details, and specific profiles, if
required,
Permit Applications,
Estimated construction quantities,
Engineer’s/Architect’s updated opinion of probable construction cost and duration based on the
60% design submittal, and
Engineer/Architect will review City’s standard technical specifications and modify or supplement as
necessary for the project.
Attachment “C”
18 of 18
90% Construction Plans
The 90% construction plans shall include the design items required for the construction of the
project, including the special provisions and technical specifications. In addition to the items in the
60% submittal, requirements for the 90% submittal shall include the following:
a. Maintenance of Traffic Plan,
b. Structural plans, details, and calculations, including design and details of shallow
foundations, pedestrian bridge abutments, retaining walls, structural reinforcing, tiebacks,
and stability analyses for slopes and retaining walls,
c. Detailed construction quantities based upon 90% design,
d. Engineer’s/Architect’s updated opinion of probable construction cost and duration based
on the 90% design submittal, and
e. Technical specifications and Special Provisions.
Final (100%) Construction Documents
The 100% submittal shall address the City’s final review comments.
Engineering Projects prepared and/or submitted shall be reviewed and checked by a civil engineer
registered in the state of Florida as the Engineer of Record. The Engineer of Record shall sign, seal
and date the design calculations, technical specifications and contract drawings as required by
Florida law.
See Attachment “A” –Deliverables –for specific labeling requirements.
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2317
Agenda Date: 4/21/2016 Status: City Manager ReportVersion: 1
File Type: Action ItemIn Control: Marine & Aviation
Agenda Number: 9.2
SUBJECT/RECOMMENDATION:
Approve a Lease (No. 520010893) with the Board of Trustees of the Internal Improvement
Trust Fund (TIIF) of the State of Florida for use of sovereign submerged lands beneath Pier
60 through April 1, 2021, authorize the appropriate officials to execute same, and adopt
Resolution 16-11.
SUMMARY:
The 5-year lease renewal document prepared by the State for use of submerged land under
Pier 60 terminated April 1, 2016. The lease premises underlay the Pier 60 footprint on
Clearwater Beach and include 14,450 square feet, more or less, of state bottomlands.
On February 1, 2016, the Marine and Aviation Department provided timely notice to the
Department of Environmental Properties (DEP), Bureau of Public Land Administration of the
City’s interest in renewing the subject lease for another five years. The renewal is processed
after the new rates come out annually in March.
The lease remains substantially unchanged except for the annual Consumer Price Index
increases. The City paid an annual lease fee for 2016/2017 of $5,607.08 on April 4, 2016,
from the Pier 60 operating budget. The DEP bases this fee on a rate chart category of two
times the aquatic preserve with natural shoreline. The charge was .343812 times the 14,450
square foot of bottomland. The cost of renewing the lease instrument for five years is
$639.00.
On January 1, 2006, the DEP implemented a new rule whereby all revenue taken in annually
from April through March for fish admission, general admission, and fish passes must be
reported. This amount is multiplied by 6% and the annual lease fee is subtracted from it. Any
balance remaining is payment required back to the DEP.
The income made on admission and fish passes from April 2015 through March 2016 was
$279,873.70. This amount times 6% is $16,792.42. Because this is more than the 2015/2016
base fee of $4,892.74, the city will owe the DEP an additional $11,899.68 from the Pier
operating fund.
APPROPRIATION CODE AND AMOUNT:
Funds are available in cost code 010-01374-544300, Land Rent, to fund this agreement.
Page 1 City of Clearwater Printed on 4/21/2016
[A04-01371 /182413/2]A04-01371 /182413/2Resolution No. 16-11
RESOLUTION NO. 16-11
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA, APPROVING SOVEREIGNTY
SUBMERGED LAND LEASE RENEWAL NO. 520010893
WITH THE BOARD OF TRUSTEES OF THE INTERNAL
IMPROVEMENT TRUST FUND OF THE STATE OF
FLORIDA; AUTHORIZING EXECUTION BY THE CITY
MANAGER AND THE MAYOR; PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the City of Clearwater, Florida (“City”) has constructed and operates
Pier 60, a public, recreational pier on Clearwater Beach extending from City-owned
lands onto submerged, sovereign lands and waters of the State of Florida in the Gulf of
Mexico; and,
WHEREAS, the Board of Trustees of the Internal Improvement Trust Fund of the
State of Florida (“TIIF”) has administrative authority over such submerged, sovereign
lands and waters; and,
WHEREAS, the City has applied to TIIF for a 5 year renewal of the lease for such
submerged, sovereign lands and waters beneath Pier 60; and,
WHEREAS, the Bureau of Public Land Administration, Division of State Lands,
State of Florida Department of Environmental Protection, as agent for and on behalf of
TIIF, proposes renewing such lease with the City via Sovereign Submerged Lands
Lease Renewal No. 520010893, which is attached hereto as “Exhibit A;” and,
WHEREAS, said lease renewal has been duly considered by the City Council;
now therefore,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA:
Section 1. The City Council approves renewing the agreement attached hereto in
Exhibit “A” for a term of five (5) years, and the City Council finds that the City’s purpose
for this lease is a valid, public one.
Section 2. The City Council authorizes both the City Manager and Mayor
execute the agreement attached hereto in Exhibit “A,” on behalf of the City of
Clearwater.
Section 3. This resolution shall take effect immediately upon adoption.
[A04-01371 /182413/2]A04-01371 /182413/2Resolution No. 16-11
PASSED AND ADOPTED this _______ day of _____________, 2016.
____________________________
George N. Cretekos
Mayor
Approved as to form: Attest:
_______________________________________________________
Camilo Soto Rosemarie Call
Assistant City Attorney City Clerk
Cover Memo
City of Clearwater City Hall
112 S. Osceola Avenue
Clearwater, FL 33756
File Number: ID#16-2358
Agenda Date: 4/21/2016 Status: City Manager ReportVersion: 2
File Type: Action ItemIn Control: Official Records & Legislative Services
Agenda Number: 9.3
SUBJECT/RECOMMENDATION:
Reschedule the June 2, 2016 Council Meeting to Wednesday, June 1, 2016 at 6:00 p.m. and
cancel the May 31 work session scheduled at 1:00 p.m.
SUMMARY:
The Mayor and City Manager have been invited to attend Clearwater High School’s graduation
ceremony on June 2, 2016 at 7:00 p.m. at Bright House Field.
Council has scheduled a council meeting on Thursday, June 2, 2916 at 6:00 p.m.
Staff is recommending cancelling the work session scheduled on May 31 at 1:00 p.m. and
holding a council meeting only that week.
APPROPRIATION CODE AND AMOUNT:
N/A
USE OF RESERVE FUNDS:
N/A
Page 1 City of Clearwater Printed on 4/21/2016