04/02/2012WORK SESSION AGENDA
Council Chambers - City Hall
4/2/2012 - 1:00 PM
1. Presentations
1.1 Employee of the Month
� Attachments
2. Economic Development and Housing
2.1 Approve the City of Clearwater's State Housing Initiatives Partnership Program (SHIP) Local Housing
Assistance Plan covering State Fiscal Years 2012-2015, adopt Resolution 12-08 and authorize the
appropriate officials to execute same.
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2.2 Endorse the application for Project 31612 and commit the City of Clearwater to refund ten percent (10%)
of the eligible tax refund upon certification by Enterprise Florida, adopt Resolution 12-09 and authorize
the appropriate officials to execute same.
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2.3 Approve the modification of the Land Use Restrictive Covenant between the City of Clearwater and SP
Country Club Homes, LLC, replacing the 30-year affordability period and the resale restrictions that were
approved by the City Council in June 2008 to the mandatory minimum requirement mandated by law in
accordance with the Community Development Block Grant Program regulations, requiring 51 % percent
of the total project units be sold to households at 80% of area median income or below, and authorize the
appropriate officials to execute same. (consent)
C�= Attachments
3. Fire Department
3.1 Appoint Gregory Newland as the fifth Trustee, replacing David Hogan, to fmish a four-year term ending
December 31, 2014 on the Clearwater Firefighters' Supplemental Trust Fund in accordance with Sec.
175.061 of the Florida State Statutes. (consent)
I� Attachments
4. Gas System
4.1 Approve a Purchase Order (contract) in the amount of $1,640,300; award bid 10-12 to Florida Gas and
Electric Corporation for the replacement of antiquated gas mains and service lines for the period of April
l, 2012 to March 31, 2013, and authorize the appropriate officials to execute same. (consent)
C� Attachments
5. Parks and Recreation
5.1 Approve the Amended and Restated Agreement between the City of Clearwater (City) and The Long
Center Foundation, Inc (Foundation) regarding the Long Center (Facility) until terminated by one of the
Parties and authorize the appropriate officials to execute same. (consent)
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5.2 Approve a new Capital Improvement Project entitled North Greenwood Athletic Fields (CIP 315-93629)
for $300,000, to be funded from Community Development Block Grant (CDBG), and amend the project
budget to recognize a$25,000 donation from Clearwater for Youth (CFI�, as well as any additional funds
available from CDBG, when either a written agreement is provided or when the funds are received.
(consent)
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5.3 Approve co-sponsorship and waiver of requested City fees and service charges for Fiscal Year 2012/13
special events, including five annual City events and twelve City co-sponsored events (an increase of four
events), at an estimated General Fund cost of $363,340 ($24,300 cash contributions and $339,040 in-kind
contributions) and Enterprise Fund cost and fee waiver of $103,790 for the purposes of Fiscal Year
2012/13 departmental budget submittals. (consent)
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5.4 Approve the grant agreement between the City of Clearwater and the Florida Department of
Environmental Protection Office of Greenways and Trails (OGT) for a Recreational Trails Program (RTP)
grant in the amount of $200,000 for the construction of the Lake Belleview Trail and authorize the
appropriate officials to execute same. (consent)
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5.5 Approve funding, not to exceed $150,000, for preliminary design work including site engineering,
architectural, geotechnical, surveys etc. for the renovations of the Sid Lickton Ballfield Complex and Fred
Conoyer Center from Penny for Pinellas funds and establish a new Capital Improvement Project entitled
Sid Lickton Complex Renovations (CIP 315-93630). (consent)
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6. Police
6.1 Authorize funding for Police and Fire related staffing and radio communication requirements, in the
amount of $2,849,305.44, in anticipation of the 2012 Republican National Convention (RNC); approve a
contract (purchase order) for $1,365,305.44 to Communications International of Tampa, FL for 300
P7350 Portable Radios and 143 M7300 Mobile Radios with accessories, in accordance with Sec. 2.564(1)
(d), Code of Ordinances — Other governmental bid; establish project 315-94240, RNC Radio
Replacements; authorize funding of $1,765,305 from Emergency Operations; authorize the allocation of
$1,084,000 from General Fund retained earnings; and authorize the appropriate officials to execute same.
(consent)
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7. Public Utilities
7.1 Approve a Blanket Purchase Order to T. Wayne Hill Trucking, Inc., of Bartow, FL in the amount of
$1,425,306.96 for biosolids services for a one-year period with two optional annual extensions and
authorize the appropriate officials to execute same. (consent)
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7.2 Approve an increase and a one-year extension to an existing three-year contract (BR504735) to Polydyne
Inc., of Riceboro, GA, increasing the contract by $197,300.00, for a new total value of $1,200,556.48 for
the Polymer Services, and authorize the appropriate officials to execute same. (consent)
6� Attachments
7.3 Approve an increase and one year extension to existing contract with Water Specialists Technologies
LLC, of Sanford, FL in the amount of $155,700.00 (BPO BR503870) for a new contract total of
$1,005,483.49 for the purchase of copper precipitant TR-50, and authorize the appropriate officials to
execute same. (consent)
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8. Official Records and Legislative Services
8.1 Amend the Community Development Code, Section 47.031(1) by adding an alternate member to the
Building Flood Board of Adjustment and Appeals and pass Ordinance 8312-12 on first reading.
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8.2 Appoint one member to the Clearwater Housing Authority board with term to expire September 30, 2016.
6� Attachments
8.3 Review Council Rules and provide direction regarding revisions. (WSO)
C� Attachments
9. Legal
9.1 Adopt Ordinance 8323-12 on second reading, amending the operating budget for the Fiscal Year ending
September 30, 2012 to reflect increases and decreases in revenues and expenditures for the General Fund,
Special Program Fund, Water and Sewer Fund, Stormwater Fund, Solid Waste Fund, Recycling Fund,
Gas Fund, Marine Fund, Airpark Fund, Clearwater Harbor Marina Fund, Perking Fund, Administrative
Services Fund, General Services Fund, Garage Fund, and Central Insurance Fund.
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9.2 Adopt Ordinance 8324-12 on second reading, amending the Capital Improvement Budget for the Fiscal
year ending September 30, 2012 to reflect a net increase of $8,509.771.
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10. City Manager Verbal Reports
10.1 City Manager Verbal Reports
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11. Closing Comments by Mayor
12. Adjourn
13. Presentation(s) for Council Meeting
13.1 2012 End of Session Report - Sen. Latvala
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13.2 Tampa Bay Regional Planning Council 2012 Future of the Region Awards
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13.3 Donate Life Month Proclamation - recipient Karen Brooks, Life Link Foundation
6� Attachments
13.4 Marine Advisory Board Presentation
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13.5 Willa Carson Health and Wellness Center Update - Annie Tyrell, Executive Director
C� Attachments
13.6 Pinellas Alternatives Analysis presentation - Scott Pringle, Jacobs.
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Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Employee of the Month
SUMMARY:
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk
Meeting Date:4/2/2012
Cover Memo
��11�:�)
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve the City of Clearwater's State Housing Initiatives Partnership Program (SHIP) Local Housing Assistance Plan covering State
Fiscal Years 2012-2015, adopt Resolution 12-08 and authorize the appropriate off'icials to execute same.
SUMMARY:
Florida statute 420.9079 requires counties and cities receiving State Housing Initiatives Partnership (SHIP) Program funds
to develop a 3-year Local Housing Assistance Plan (LHAP) outlining strategies for how the funds will be utilized.
The City receives its allocation from the State of Florida through Florida Housing Finance Corporation (FHFC). For fiscal
year 2011-2012, the City received $96,983 in SHIP funds. The City expects to receive $100,000 in program income. The
City expends SHIP funds per the strategies outlined in the LHAP. Our current LHAP covers state fiscal years 2009-2012.
This new LHAP will cover state fiscal years 2012-2015. The strategies outlined in the new LHAP are a continuation of our
current LHAP. All changes made within the 2012-2015 LHAP will be retroactive to the 2009-2012 LHAP to be able to use
prior year funds if available. The strategies Include:
Down Payment and Closing Costs Assistance for Newly Constructed Homes: The City will use SHIP funds to provide
down payment and closing cost assistance to eligible homebuyers purchasing newly constructed homes.
Down Payment and Closing Costs Assistance With or Without Rehabilitation: The City will use SHIP funds to provide
down payment and closing costs assistance to eligible homebuyers purchasing existing homes.
Owner-occupied Rehabilitation: The City will provide funds for the rehabilitation of owner-occupied single-family
residences.
Multi-Family Housing: The City will provide SHIP loans to support the acquisition, rehabilitation and new construction of
rental housing.
Disaster Mitigation: In the case of natural or man-made disasters, this strategy will utilize SHIP funding for emergency or
interim repairs.
Resolution 12-08 outlines that since the City is receiving less than the minimum allocation ($350,000) from the State, the
City is electing not to form an Affordable Housing Advisory Committee to conduct a triennial review of established policies
and procedures, ordinances, land development regulations, etc. according to s. 420.9076. In addition, the City finds that it
needs 10% of SHIP to administer the program and will use the maximum sales prices established by the US Treasury.
Per Florida Statutes, the City Council is being asked to adopt the LHAP for State fiscal years 2012-2015 by resolution. The
LHAP is due to the Florida Housing Finance Corporation on May 2, 2012.
Review 1) Of�ce of Management and Budget 2) Legal 3) Economic Development and Housing 4) Office of Management and
Approval: Budget 5) Lega16) Clerk 7) Assistant City Manager ED 8) City Manager 9) Clerk
Cover Memo
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Attachment number 1 \nPage 1
RESOLUTION NO. 12-08
A RESOLUTION OF THE CITY OF CLEARWATER,
FLORIDA, ADOPTING THE CITY OF CLEARWATER
STATE HOUSING INITIATIVES PARTNERSHIP (SHIP)
LOCAL HOUSING ASSISTANCE PLAN COVERING STATE
FISCAL YEARS 2012-2015; AMENDING STATE FISCAL
YEARS 2009-2012 FOR CONSISTENCY; PROVIDING AN
EFFECTIVE DATE.
WHEREAS ,the State of Florida enacted the William E. Sadowski Affordable
Housing Act, Chapter 92-317 of Florida Sessions Law, allocating a portion of
documentary stamp taxes on deeds to local governments for the development and
maintenance of affordable housing; and
WHEREAS, the State Housing Initiatives Partnership (SHIP) Act, ss.420.907-9079,
Florida Statutes (1992), and Rule Chapter 67-37, Florida Administrative Code, requires
local governments to develop a one to three year Local Housing Assistance Plan
outlining how funds will be used, and
WHEREAS, according to Florida Statues, the City has elected not to conduct the
triennial review and the appointment of the Affordable Housing Advisory Committee
because the city has received funds below the minimum allocation. In the event the City
receives full funding from the SHIP Program, the city will perform the required duties in
accordance with Florida Statutes 420.9076; and
WHEREAS, the City wishes to make any and all changes within the 2012-2015
Local Housing Assistance Plan retroactive to the 2009-2012 Local Housing Assistance
Plan for administrative consistency; and
WHEREAS, Section 420.9075(7), Florida Statutes, provides that the City may
use five percent (5%) of its annual SHIP allocation for administrative expenses. Florida
Statutes also provides that if the City Council makes a finding, by resolution, that five
percent (5%) is not sufficient to cover the administrative costs, the City may take up to
ten percent (10%) of its annual allocation for administration plus five percent (5%) of
program income; and
WHEREAS, the City of Clearwater finds that five percent (5%) of the SHIP funds
are insufficient to adequately pay the necessary costs of administering the City's SHIP
program. The City of Clearwater finds it necessary to increase up to but not to exceed
ten percent (10%) of local housing distributions deposited in the trust fund to cover
administrative costs; and
Item # 2
Resolution No. 12-08
Attachment number 1 \nPage 2
WHEREAS, the maximum sales prices and values for new and existing homes
associated with the LOCAL HOUSING ASSISTANCE PLAN covering Fiscal Years
2012-2015, shall be those as utilized by the U.S. Treasury, as amended and updated,
now, therefore,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER,
FLO RI DA:
Section 1. The City of Clearwater hereby approves the Local Housing
Assistance Plan, as attached hereto and incorporated herein (Exhibit "A") for
submission to the Florida Housing Finance Corporation as required by ss. 420.907-
420.9079, Florida Statutes, for state fiscal years 2012-13, 2013-14 and 2014-15.
Section 2. This resolution shall take effect immediately upon adoption.
PASSED AND ADOPTED this day of , 2012.
George Cretekos
Mayor
Approved as to form: Attest:
Laura Mahony Rosemarie Call
Assistant City Attorney City Clerk
Item # 2
2 Resolution No. 12-08
NAME OF LOCAL GOVERNMENT
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SHIP LOCAL HOUSING ASSISTANCE PLAN (LHAP)
FISCAL YEARS COVERED
2012-2015
Attachment number 2 \nPage 1
I[�'ii�:3�•l
Tabie of Contents
Title
Section I.
Program Description:
Section II.
Strategies:
A: Down Payment Assistance for Newly Constructed Homes
B: Down Payment Assistance/Existing Homes
C: Rehabilitation
D. Multi-Family Housing
E. Disaster Mitigation Strategy
Section III.
LHAP Incentive Strategies:
A: Expedited Permitting
B: Ongoing Review Process
C: Affordable Housing Incentives
Attachment number 2 \nPage 2
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
Pa�e No.
Section IV.
Exhibits:
Exhibit A: Administrative Budget for each fiscal year covered in the Plan
Exhibit B: Deadlines for Encumbrances and Expenditures
Exhibit C: Housing Delivery Goals Charts (HDGC) for each �scal year covered in the Plan
Exhibit D: Certification Page
Exhibit E: Adopting Resolution
Exhibit F: Information Sheet
3
7
7
9
11
13
14
16
16
16
21
22
24
27
28
30
_2_ Item#2
Attachment number 2 \nPage 3
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
SECTION L PROGRAM DESCRIPTION:
A. Name of the participating Iocai government and Interiocai if Applicabie:
CITY OF CLEARWATER
Interlocal : Yes No X
Name of participating local government(s) in the Interlocal Agreement
Not Applicable
A Copy of the Interlocal Agreement is attached as Exhibit H. N/A
B. Purpose of the program:
Creation of the Plan is for the purpose of ineeting the housing needs of the very-low, low and moderate-income
households, to expand production of and preserve affordable housing, to further the housing element of the local
government comprehensive plan speci�c to affordable housing.
C. Fiscai years covered b the Pian:
2012-2013
2013-2014
2014-2015
D. Governance:
The SHIP Program is established in accordance with Section 420.907-9079,
Florida Statutes and Chapter 67-37 Florida Administrative Code.
The SHIP Program does further the housing element of the local government Comprehensive Plan.
Cities and Counties must be in compliance with these applicabie statutes and ruies.
E. Locai Housing Partnership
SHIP Program encourages building active partnerships between government, lenders, builders and developers,
real estate professionals, advocates for low-income persons and community groups.
The City of Clearwater continues to build partnerships through local housing providers and individuals that are
involved in the development of affordable housing or resources related to affordable housing. Some of our key
partners include: nonpro�ts, for-profit housing developers, lenders, realtors, builders/contractors, professional
services providers and other government agencies.
F. Leveraging:
The Plans are intended to increase the availability of affordable residential units by combining local resources and
cost saving measures into a local housing partnership and using public and private funds to reduce the cost of
housing. SHIP funds may be leveraged with or used to supplement other Florida Housing Finance Corporation
programs and to provide local match to obtain federal housing grants or programs.
_3_ Item#2
Attachment number 2 \nPage 4
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
G. Public Input:
Public input was solicited through face to face meetings with housing providers, social service providers and local
lenders and the City's Neighborhood Affordable Advisory Board. Additional public input was solicited through
the St. Petersburg Times Notice of Funding Availability.
H. Advertising and Outreach
The City of Clearwater shall advertise the notice of funding availability in a newspaper of general circulation and
periodicals serving ethnic and diverse neighborhoods, at least 30 days before the beginning of the application period.
If no funding is available due to a waiting list, no notice of funding availability is required.
L Discrimination:
In accordance with the provisions of ss.76020-76037, the City of Clearwater finds it is unlawful to discriminate on
the basis of race, creed, religion, color, age, sex, marital status, familial status, national origin, or handicap in the
award application process for eligible housing.
J. Support Services and Counseling:
Support services are available from various sources, for example, not-for profit agencies working as partners with
the City. Available support services may include but are not limited to:
Homebuyers Education
Through Tampa Bay Community Development Corporation, Clearwater Neighborhood Housing Services and
Community Service Foundation the homebuyer education and counseling programs are provided to homebuyers who
purchase properties within the city limits of Clearwater. The goal of the education and counseling is to educate
potential buyers regarding all aspects of the home buying process in an effort to increase the rate of successful
homeownership.
Fair Housing
Gulfcoast Legal Services housing preservation project seeks to provides legal assistance for low to moderate-income
residents of Clearwater who are victims of predatory lending practices, foreclosure rescue scams, persons experiencing
or who have experienced discrimination and/or fraud in housing and to remedy these matters through negotiation,
mediation or litigation and to assist residents in filing complaint regarding violations of Fair Housing Laws.
Pregnancy Counseling
Kimberly Home provides housing, education, case counseling, life skills training and other supportive services for
pregnant youth.
Eiderly Services
Pinellas Opportunity Council, Inc. promotes better livable opportunities by providing services to the elderly and frail
elderly. The Chore Services program help to alleviate blight and create a sense of pride in their community by
providing heavy household cleaning, yard work and minor repairs.
Heaith Care
Willa Carson Health Care Center provides accessible, quality, culturally-sensitive health care to the uninsured and
underserved at no cost.
_4_ Item#2
Attachment number 2 \nPage 5
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
Mentai Heaith
Directions for Mental Health, Inc. offers a wide array of services including outpatient therapy and substance abuse
treatment to adults, children and families with an identified mental health disability, resource coordination for those
who have a diagnosed mental health disability, and other related services. Directions for Mental Health assists two
thousand (2,000) individuals and families annually.
K. Purchase Price Limits:
The sales price or value of new or existing eligible housing may not exceed 90% of the average area purchase
price in the statistical area in which the eligible housing is located. Such average area purchase price may be that
calculated for any 12-month period beginning not earlier than the fourth calendar year prior to the year in which
the award occurs. The sales price of new and existing units, which can be lower but may not exceed 90% of the
median area purchase price established by the U.S. Treasury Department or as described above.
The methodology used is:
Inde endentStud co attached
X U.S. Treasu De artment
Local HFA Numbers
The purchase price limit for new and existing homes is shown on the Housing Delivery Goals Charts.
L. Income Limits, Rent Limits and Affordabiiity:
The Income and Rent Limits used in the SHIP Program are updated annually from the Department of Housing and
Urban Development and distributed by Florida Housing Finance Corporation. Affordable means that monthly
rents or mortgage payments including taxes and insurance do not exceed 30 percent of that amount which
represents the percentage of the median annual gross income for the households as indicated in Sections 420.9071
F.S. However it is not the intent to limit an individual household's ability to devote more than 30% of its income
for housing, and housing for which a household devotes more than 30% of its income shall be deemed Affordable
if the first institutional mortgage lender is satisfied that the household can afford mortgage payments in excess of
the 30% benchmark and in the case of rental housing does not exceed those rental limits adjusted for bedroom
size.
M. Welfare Transition Program:
Should an eligible sponsor be used, the city/county has developed a quali�cation system and selection criteria for
applications for Awards to eligible sponsors, which includes a description that demonstrates how eligible sponsors
that employ personnel from the Welfare Transition Program will be given preference in the selection process.
N. Monitoring and First Right of Refusai:
In the case of rental housing, the staff or entity that has administrative authority for implementing the local
housing assistance plan assisting rental developments shall annually monitor and determine tenant eligibility or, to
the extent another governmental entity provides the same monitoring and determination, a municipality, county or
local housing �nancing authority may rely on such monitoring and determination of tenant eligibility. However,
any loan or grant in the original amount of $3,000 or less shall not be subject to these annual monitoring and
determination of tenant eligibility requirements. Tenant eligibility will be monitored for at least annually for 15
years or the term of assistance which ever is longer unless as specified above.
_5_ Item#2
Attachment number 2 \nPage 6
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
Eligible sponsors that offer rental housing for sale before 15 years or that have remaining mortgages funded under
this program must give a first right of refusal to eligible nonprofit organizations for purchase at the current market
value for continued occupancy by eligible persons.
O. Administrative Budget:
A detailed listing including line-item budget of proposed Administrative Expenditures are attached as Exhibit A.
These are presented on an annual basis for each State fiscal year submitted.
CITY OF CLEARWATER finds that the moneys deposited in the local housing assistance trust fund shall be used
to administer and implement the local housing assistance plan.
Section 420.9075 Fiorida Statute and Chapter 67-37, Fiorida Administrative Code, states:
"A county or an eligible municipality may not exceed the 5 percent limitation on administrative costs, unless its
governing body finds, by resolution, that 5 percent of the local housing distribution plus 5 percent of program
income is insufficient to adequately pay the necessary costs of administering the local housing assistance plan."
Section 420.9075 Fiorida Statute and Chapter 67-37, Fiorida Administrative Code, further states:
"The cost of administering the program may not exceed 10 percent of the local housing distribution plus 5% of
program income deposited into the trust fund, except that small counties, as defined in s. 120.52(17), and eligible
municipalities receiving a local housing distribution of up to $350,000 may use up to 10 percent of program
income for administrative costs."
The City of Clearwater has adopted the above findings in the attached resolution, Exhibit E.
P. PROGRAM ADMINISTRATION:
Administration of the local housing assistance plan is the responsibility of the Economic Development & Housing
Department of the City of Clearwater. Should a third party entity or consultant contract for all or part of the
administrative or other functions of the program provide in detail the duties, qualification and selection criteria.
Q. Essentiai Service Personnel:
Counties and eligible municipalities are required to include a de�nition of Essential Services Personnel as noted
in Rule Chapter 67-37.002(8) F.A.C., Chapter 67-37.005(10), F.A.C. and Section 420.9075(3), F.S.
Essentiai Service Personnel means persons whose household do not income exceeds 120% of AMI, as updated
annually from the Department of Housing and Urban Development and distributed annually by the Florida
Housing Finance Corporation and adjusted for family size, including: teachers and educators; other school district
and university employees, police and fire personnel; health care personnel; construction industry personnel;
Federal, State, County, and local government personnel, information technology industry personnel; food service
personnel; service personnel; retail workers, tourism industry personnel; the occupation in demand with the most
employees, the occupations in demand gaining the most new jobs according to the Agency of Workforce
Innovation (AWI); and personnel in other industries deemed essential by the City of Clearwater based on the local
economy.
R. Section 420.9075(3)(d), F.S.:
_6_ Item#2
Attachment number 2 \nPage 7
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
Requires counties and eligible municipalities to describe initiatives in their local housing assistance plans that
encourage or require innovative design, green building principles, storm resistant construction or other elements
that reduce long term costs relating to utilities or insurance. Provide a brief description as required:
The City of Clearwater promotes the use of green housing construction and green print rehabilitation techniques.
Below are excerpts from the City's comprehensive pian:
C.1.10 Objective — Recognizing that sustaining building techniques contribute to keeping housing units
affordable over the long term by reducing energy consumption, lowering utility bills and decreasing maintenance
costs, the City of Clearwater will promote the use of green housing construction and renovation and rehabilitation
techniques.
Poiicies:
C.1.10.1 Encourage affordable housing projects that are constructed consistent with US Green Building Council's
(USGBC) Leadership in Energy and Environmental Design (LEED) principles or Florida Green Building
Coalition's (FGBC) Green Land Development and Building Standards.
C.1.10.2 Encourage construction of efficient and lasting homes by developing Green Building standards, using
resources such as those available through Global Green USA.
C.1.10.3 Provide "green building information" to local area housing providers.
C.1.10.4 Work with the local chapter of the USGBC to provide information regarding LEED renovation
techniques at Neighborhood Week and other outreach events.
C.1.10.5 Develop prototypical xeriscape plans that can be provided to local area housing non-profits and
neighborhood associations.
Community Sustainability Plan
Clearwater Greenprint is a community sustainability plan that identifies a series of tangible actions across eight
topic areas that have the potential to reduce energy consumption, pollution and greenhouse gas (GHG) emissions
while stimulating the local economy and improving the quality of life. The topic areas include education and
awareness, green energy and buildings, transportation, land use and urban form, water resources, waste
management, food production, and green business and jobs. Through creating and implementing Clearwater
Greenprint, the City of Clearwater government is leading a community-wide effort to understand the challenges of
today with a view toward creating a sustainable future. The strategies included in Clearwater Greenprint provide a
framework for government, resident and business actions in the short, medium and long term
In addition the City's comprehensive plan, the department applies green principles in all new construction and
rehabilitation projects. The City's speci�cations for new and existing homes are tailored to meet green standards.
Whenever repairs are necessary and performed on a house, green initiatives will be used to include but not be
limited to, low E windows, insulation is minimum R30, exterior doors are insulated, all windows and doors seals
are in place, hot water heater is in good condition and operating properly and attic has proper ventilation to better
control temperatures.
Section IL LHAP HOUSING STRATEGIES:
_�_ Item#2
Attachment number 2 \nPage 8
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
A. Name of Strategy: DOWN PAYMENT & CLOSING COSTS ASSISTANCE FOR NEWLY
CONSTRUCTED HOMES.
a. Summary of the Strategy:
The City of Clearwater through eligible developer and sub-recipients will use SHIP funds for the
development of new housing units. The costs may include acquisition, site improvements, building costs
and down payment and closing cost assistance to eligible very-low to moderate-income homebuyers.
The City may use SHIP funds as a match for the HOME program to loan funds to eligible developers for
the construction of new housing units, and in some cases, acquisition of vacant properties and
infrastructure costs for new housing development. Assistance will be repaid when the unit is sold to an
eligible buyer.
The City may also provide funding for assistance to homebuyers for down payment and/or closing costs,
included, but not limited to, prepaid items such as prepaid interest, hazard and flood insurance. Interest
rate buy-downs will also be an eligible activity under this strategy.
b. Fiscai Years Covered: 2012-2013, 2013-2014, 2014-2015
c. Income Categories to be served:
The strategy will serve all eligible homebuyers with incomes at or below 120% of the area median income,
adjusted for family size as published annually by the United States Department of Housing and Urban
Development (HUD) and distributed by Florida Housing Finance Corporation.
d. Maximum award is noted on the Housing Delivery Goais Charts:
See Exhibit C: Housing Delivery Goal Charts for the maximum awards for FY 2012-2013, 2013-2014 and
2014-2015.
The maximum award is not automatically provided. It is not the intent of the City to over subsidize a
household, where in the absence of subsidy, a household would be able to afford the level of debt associated
with the home that they are seeking to obtain, based on normal underwriting practices.
e. Terms, Recapture and Defauit:
Deferred payment and low-interest second or third mortgages will be available to eligible homebuyers for
down payment and closing costs assistance with the following stipulations:
• The assistance would be deferred for five years with monthly payments commencing on the beginning of
sixth year and amortized over twenty-five (25) years.
• City's loan term is not to exceed thirty (30) years
• Loans will be secured by a mortgage and note with the executed documents recorded in the public records
of Pinellas County until satisfied
• Repayment of the entire principal balance of the loan is due and payable:
_g_ Item#2
Attachment number 2 \nPage 9
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
-Upon sale or transfer of title
-Property is vacated and no longer the primary residence of the borrower
-Property is converted into rental unit
-Any re�nancing with cash out or debt consolidation
The City has determined the following terms and provisions for program income versus recaptured funds:
• Program Income is a source of SHIP revenue received from the following sources: bank interest,
amortized loan payments and any associated interest and penalties, loan proceeds due to repayment of a
loan under the condition of refinancing, death of recipient, sale or transfer of title, property is no longer
the client's primary residence and property is not maintained to housing standards.
• Recaptured funds is a source of SHIP revenue, received when a SHIP recipient loses his or her house to
foreclosure/tax deed sales or the City repays funds that assisted an ineligible client.
All funds are deposited into the Local Housing Trust Fund and reported as Program Income or Recaptured
Funds in the State Fiscal Year they are received as appropriate for Annual Reporting purposes.
f. Recipient Selection Criteria: Assistance is provided on a first-come, first-served basis.
All recipients will be income eligible and will be selected using the housing pool underwriting guidelines,
policies and procedures.
To quaiify for assistance, the eligible program participant must meet the City's definition of a first time
homebuyer:
• A first time homebuyer is an applicant who has not owned a home in the last three (3) years, except in the
case of a person who has experienced some form of hardship. Examples are health, medical and change in
family status
1. The property is located within the city limits of Clearwater.
2. The applicant must have completed a Homebuyers Education class approved by the City. The
homebuyer must submit proof of completion of the class.
3. The purchased property must meet all applicable building codes and a"Certificate of Occupancy"
is issued prior to occupancy.
g. Sponsor Selection Criteria
All program sponsors or sub-recipients will be selected using the City's Consolidated Action Plan
Application. Eligible sub-recipients or sponsors that provide assistance under this program will be required to
contractually commit and comply with all SHIP program requirements.
Criteria include:
• The not-for-pro�t corporation must have received a tax-exempt ruling from the Internal Revenue Service
(IRS) under section SOlc(3) of the Internal Revenue Code.
• The for-profit corporation must be organized and established under the laws of the State of Florida.
• The not-for-profit or for-profit corporation must have financial accountability standards that permit the
Economic Development & Housing Department to verify organizational capacity for project
implementation.
h. AdditionalInformation
Other state, federal, county, private and homeowners contributions may be leveraged with SHIP funds.
_9_ Item#2
Attachment number 2 \nPage 1i
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
B. Name of Strate�v: DOWN PAYMENT & CLOSING COSTS ASSISTANCE FOR EXISTING
HOMES WITH OR WITHOUT REHABILIATION
a. Summary of the Strategy:
The City of Clearwater through its housing programs and through its sub-recipients will use SHIP funds
to provide down payment and closing costs assistance (including prepaid items) to eligible low and very
low-income homebuyers.
b. Fiscai Years Covered: 2012-2013, 2013-2014, 2014-2015
c. Income Categories to be served:
This strategy will serve all eligible homebuyers with incomes at or below 120% of the area median
income, adjusted for family size as published annually by United States Department of Housing and
Urban Development (HUD) and distributed by Florida Housing Finance Corporation.
d. Maximum award is noted on the Housing Delivery Goais Charts:
The maximum award is not automatically provided. It is not the intent of the City to over subsidize a
household where in the absence of the subsidy, a household would be able to afford the level of debt
associated with the home that they are seeking to obtain, based on normal underwriting practices.
e. Terms, Recapture and Default.
Include terms of recapture in the event of default (failure to make required payments on a loan secured by
first mortgage which leads to foreclosure and/or loss of property ownership).
Deferred payment and low-interest second or third mortgages will be available to eligible homebuyers for
down payment and closing costs assistance with the following stipulations:
• The assistance would be deferred for �ve years with monthly payments commencing on the
beginning of the sixth and amortized over fifteen (15) years.
• City's Ioan term is not to exceed 30 years
• Loans will be secured by a mortgage and note with the mortgage and note recorded in the public
records of Pinellas County, Florida until satisfied.
• Repayment of the entire principal balance of loan is due and payable:
-Upon sale or transfer of title
-Property is vacated and no longer the primary residence of the borrower
-Property is converted into a rental unit
-Any refinancing with cash out or debt consolidation
The City has determined the following terms and provisions for program income versus recaptured funds:
• Program Income is a source of SHIP revenue received from the following sources: bank interest,
amortized loan payments and any associated interest and penalties, loan proceeds due to repayment of
-10- Item#2
Attachment number 2 \nPage 1
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
a loan under the condition of refinancing, death of recipient, sale or transfer of title, property is no
longer the client's primary residence and property is not maintained to housing standards.
• Recaptured funds are a source of SHIP revenue, received when a SHIP recipient loses his or her
house to foreclosure/tax deed sales or the City repays funds that assisted an ineligible client.
All funds are deposited into the Local Housing Trust Fund and reported as Program Income or
Recaptured Funds in the State Fiscal Year they are received as appropriate for Annual Reporting
purposes.
f. Recipient Selection Criteria:
Assistance is provided on a first-come, first-served basis. All recipients will be income eligible and will
be selected using the City's Housing Pool underwriting guidelines, policies and procedures.
1. To qualify for assistance, the eligible program participant must meet the City's de�nition of a
first time homebuyer:
• A first time homebuyer is an applicant who has not owned a home in the last three (3) years,
except in the case of a person who has experienced some form of hardship.
2. Property must be located within the city limits of Clearwater
3. The applicant must have completed a Homebuyers Education Ciass approved by the City.
4. The purchased property must meet all applicable building codes. Any de�ciencies must be
corrected prior to, or as part of, the purchase transaction.
g. Sponsor Seiection Criteria
All program sponsors or sub-recipients will be selected using the City's Consolidated Action Plan
Application. Eligible sub-recipients or sponsors that provide assistance under this program will be required to
contractually commit and comply with all SHIP program requirements.
Criteria inciude:
The not-for-profit corporation must have received a tax-exempt ruling from the Internal Revenue
Service (IRS) under section SOlc(3) of the Internal Revenue Code.
The for-profit corporation must be organized and established under the laws of the State of Florida.
The not-for-profit or for profit corporation must have financial accountability standards that permit
the Economic Development & Housing Department to verify organizational capacity for project
implementation.
h. AdditionalInformation:
Other state, federal, county, private and homeowners contributions may be leveraged with SHIP funds.
C. Name of Strategy: OWNER-OCCUPIED REHABILIATION
a. Summary of Strategy: The City of Clearwater will provide funds for the rehabilitation of owner-occupied
single-occupied residences located within the city limits of Clearwater. The City will award funds for
rehabilitation to owner-occupied, income-eligible households on a first-come, first-served preference.
Funds for assistance may be used by the homeowner for housing rehabilitation such as, but not limited to, the
following.
-11- Item#2
Attachment number 2 \nPage 1;
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
• Correct housing code deficiencies
• Adapt the residence to meet to meet accessibility needs of a handicapped family member
In certain cases, the work may be done as emergency repairs. In those cases where the health, safety and
welfare of the household are in jeopardy, they shall receive priority. Such things that are considered
« „
emergency repairs are:
• Structural components that show signs of imminent collapse
• Inoperable heating systems during the winter months
• Water leaks in walls or foundation
• Inoperable toilet or hot water heater
• Roof leaks causing electrical hazards, ceiling collapse or structural damage
• Inoperable exterior doors and/or windows, preventing emergency egress
• Exposed bare wires or other imminent fire hazard
• Collapsed or inoperable chimney or flue
• Falling ceiling
• Lead-based paint
• ADA modi�cations of an immediate nature
Funding will also be available to modify elderly or speciai needs househoid homes that need
renovations to allow them to remain independent in their homes, and prevent them from having to move
into an assisted living type arrangement. Improvements may include such things as:
• Wheel chair ramps
• Widening of doorways
• Lowering of cabinets
• Installation of grab-bars
• Visual guiding systems for the hearing impaired
a. Fiscai Years Covered: 2012-2013, 2013-2014, 2014-2015
b. Income categories to be served:
The strategy will serve all eligible recipients with incomes at or below 120% of area median income,
adjusted for family size as published annually by United States Department of Housing and Urban
Development (HUD) and distributed by Florida Housing Finance Corporation.
c. Maximum award is noted on the Housing Delivery Goais Charts:
d. Terms, Recapture and Defauit.
Low-interest loan or deferred payment first, second or third mortgages will be available to eligible recipients.
Deferred payment loans will be offered in the form of zero (0%) percent loans to households who are thirty
percent (30%) or less of the Area Median Income (AMI). For households above 30% of Area Median Income
(AMI), borrowers will be evaluated for their ability to repay the assistance. If a borrower's income is over 30
percent of the HUD's area median income, the borrower will be evaluated to ensure that the housing ratio does
not exceed thirty (30) percent. The rehabilitation assistance will be deferred for the length of the construction
_12_ Item#2
Attachment number 2 \nPage 1;
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
contract period, not to exceed one hundred & twenty days (120) days and amortized over a twenty (20) year
period, with a zero (0%) percent interest. As stipulated in the City's loan documents, if a borrower does not
remain as the owner occupant, or if all or any part of the property or interest therein is rented, sold, transferred or
leased, the recipient will be required to pay off the loan in accordance with the terms and conditions specified in
the mortgage and note.
The City has determined the following terms and provisions for program income versus recaptured funds:
• Program Income is a source of SHIP revenue, received from the following sources: bank interest,
amortized loan payments and any associated interest and penalties, loan proceeds due to repayment of
a loan under the condition of refinancing, death of recipient, sale or transfer of title, property is no
longer the client's primary residence.
• Recaptured Funds is a source of SHIP revenue, received when a SHIP recipient loses his or her
property to foreclosure or tax deed sale.
e. Recipient Selection Criteria:
Assistance will be on a first-come, first-served basis while funds remain available. Should funds not be
available at any time, a City-created "Waiting List" will be utilized and eligible clients will be assisted
when funds are available. Priority will be placed on correcting deficiencies that impair the health and
safety of the household and for activities occurring in our Target Areas.
f. Sponsor Seiection Criteria, if applicable: N/A
g. Additionai Information: None
D. Name of Strategy: MULTI-FAMILY HOUSING
a. Summary of the Strategy: Funds may be provided as loans to support the acquisition,
rehabilitation and or the new construction of multi-family housing, including single-room occupancy,
transitional housing, or the housing portion of a mixed-use facility and or mixed income projects.
Funds may be used as a match for U.S. Department of Housing and Urban Development's HOME
program and various other programs offered by the federal government and the State of Florida to
produce and preserve multifamily housing.
b. Fiscai Years Covered: 2012-2013, 2013-2014, 2014-2015
c. Income Categories to be served:
This strategy will serve all eligible recipients with incomes at or below 120% of area median income,
adjusted for family size as identified on the Florida Housing Finance Corporation Income Limits Chart.
d. Maximum award is noted on the Housing Delivery Goais Charts:
e. Terms, Recaptured and Defauit
Recapture will be in compliance with the SHIP Program requirements to ensure affordability. When
HOME funds are used with SHIP, the most restrictive rules and regulations will apply. In accordance
with the City's policy, the terms of the City's funding for multi-family acquisition, rehabilitation or new
construction developments will vary from project to project, depending on the economics of the
-13- Item#2
Attachment number 2 \nPage 1�
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
development.
Loans for eligible rental housing constructed, rehabilitated or otherwise assisted under this strategy must
be reserved for eligible persons for at least term of the assistance. A restrictive covenant will be recorded
to ensure that units remain affordable for the prescribed period of time. The City, eligible sponsor or
appointed designee, shall annually monitor and determine tenant eligibility throughout the compliance
period. For those developments that Florida Housing Finance provides the same monitoring and
determination, the City may rely on such monitoring and determination of tenant eligibility.
Eligible sponsors that offer rental housing for sale before the end of the compliance period or that have
remaining mortgages funded under this strategy must give a right of refusal to the City or eligible
nonprofit organizations for purchase at the current market value for continued occupancy of eligible
persons.
The City has determined the following terms and provisions for program income versus recaptured funds:
• Program Income is a source of SHIP revenue, received from the following sources: bank, interest,
amortized loan payments and any associated interest and penalties, loan proceeds due to repayment of
a loan under the condition of refinancing, death of recipient, sale or transfer of title, property is no
longer the client's primary residence, and property that is not maintained to housing standards.
• Recaptured Funds is a source of SHIP revenue, received when a SHIP recipient loses his or her
house to foreclosure.
f. Recipient Selection Criteria:
The SHIP assisted units in a rental housing project will be occupied only by households that are eligible
as very-low to moderate-income families. Maximum monthly rent limits will be those established
annually by HUD.
g. Sponsor Seiection Criteria:
Eligible sponsors will be selected using the City's Consolidated Action Plan Application. Applicants may
apply for funding while funds are available. Eligible persons, sub-recipients or sponsors that provide
assistance under this program will be required to contractually commit and comply with all SHIP program
requirements. Criteria include:
• The not for profit corporation must have received a tax-exempt ruling from the Internal Revenue
Service (IRS) under section SOlc(3) of the Internal Revenue Code.
• The for-profit corporation must be organized and established under the laws of the State of Florida.
• The not-for-profit or for-profit corporation must have financial accountability standards that permit
the Economic Development & Housing Department to verify organizational capacity for project
implementation.
h. Additionai Information: N/A
E. Name of the Strate�v: DISASTER MITIGATION STRATEGY
a. Summary of Strategy: In the case of natural or man-made disasters, priorities will need to be
-14- Item#2
Attachment number 2 \nPage 1;
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
changed to meet emergency conditions. This strategy will only be used if a disaster, or a declaration
by the local authorities, State of Florida and/or federal government of a disaster. SHIP funds will be
used to leverage available federal, state and insurance funds to provide assistance to eligible
households for the purpose of repairing eligible housing. Use of funds would be available for the
following activities:
• Purchase of emergency supplies to waterproof damaged homes
• Interim repairs to avoid further damage, such as tree and debris removal
• Payment of insurance deductibles for rehabilitation of homes cover under homeowners' insurance
policies
b. Fiscai Years Covered: 2012-2013, 2013-2014, 2014-2015
c. Income Categories to be served:
This strategy will serve all eligible recipients with incomes at or below 120% of area median income,
adjusted for family size as published annually by United States Department of Housing and Urban
Development (HUD) and distributed by Florida Housing Finance Corporation.
d. Maximum award is noted on the Housing Delivery Goais Charts:
e. Terms, Recapture, and Defauit:
Assistance provided under this strategy will be in the form of a deferred payment or low-interest loan.
Recipients must also abide by the City's loan documents, which dictate conditions that constitute
repayment. The City has determined the following terms and provisions for program income versus
recaptured funds:
• Program Income is a source of SHIP revenue, received from the following sources: bank interest,
amortized loan payments and any associated interest and penalties, loan proceeds due to repayment of
a loan under the condition of refinancing, death of recipient, sale or transfer of title, property is no
longer the client's primary residence.
• Recaptured Funds is a source of SHIP revenue, received when a SHIP recipient loses his or her
property to foreclosure or tax deed sale.
All funds are deposited into the Local Housing Trust Funds and reported as Program Income or
Recaptured in the state �scal year that they are received as appropriate for Annual Reporting purposes.
f. Recipient Selection Criteria: Applicants must own and occupy the property as principal
residence. The residence must have been damaged in a declared natural disaster. Applicants must be
income-eligible, and will be served on a first-come, first-served basis, pending funding availability.
The property must be located within the city limits of Clearwater. Applicants must be current on
mortgage secured by the property, property taxes, and homeowners insurance.
g. Sponsor Seiection Criteria:
Eligible sponsors will be selected using the City's Consolidated Plan Application, or any other method(s) that the
City may develop to expedite the Selection of Eligible Sponsor during a disaster.
-15- Item#2
Attachment number 2 \nPage 1i
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
h. AdditionalInformation:
This strategy will be implemented only in the event of a natural or man-made disaster declaration using
any SHIP funds that have not been encumbered. The City will use the Florida Housing Finance
Corporation's DISASTER SELF-CERTIFICATION OF INCOME FORM, attached as `Bxhibit I".
SECTION IIL LHAP INCENTIVE STRATEGIES
In addition to Strategy A and Strategy B, include all adopted incentives with the policies and procedures used
daily for implementation as provided in Section 420.9076, F.S.:
A. Name of the Strategy: Expedited Permitting
Permits as de�ned in s. 1633164(7) and (8) for affordable housing projects are expedited to a greater degree than
other projects.
The Planning and Development Department expedites the review process of any site plan, land use amendment,
rezoning, or annexation application for an affordable housing project within the City of Clearwater. According to
the City's Development Code, an affordable housing project (rehabilitation or new construction), can be approved
through the City's Development Review Committee Process. If a public hearing is needed, the project is
scheduled for the immediate next session of the Community Development Board (CDB). Some affordable
housing projects (rehabilitation or new construction) are approved administratively; otherwise the project goes to
the immediate next session of the Community Development Board.
a. Provide a description of the procedures used to implement this strategy:
Expedited Permitting. For Building Permit Applications, the City has a"Request for Expedited Permit
Processing for Affordable Housing Activity" available through the Economic Development and Housing
Department. This form allows the application to be expedited through the review process.
B. Name of the Strategy: Ongoing Review Process
An ongoing process for review of local policies, ordinances, regulations and plan provisions that increase the cost
of housing prior to their adoption.
The City has a process in place by which it considers, before adoption, policies, procedures, ordinances,
regulations, or plan provisions that increase the cost of housing.
a. Established policy and procedures: Provide Description:
The Senior Executive Team of the City of Clearwater meets every two weeks to discuss and review upcoming
agenda items on the City Council's meeting schedule. As part of this meeting, the City Clerk reviews with each
department Director proposed items on the agenda, which includes policies, procedures, ordinances, resolutions
and plan provisions for action by the City Council. Any actions that have the potential to affect the cost of
housing are addressed as part of this process. Any determinations made by Economic Development and Housing
Department and the affected Department will be included as part of the agenda summary to the City Council on
-16- Item#2
Attachment number 2 \nPage 1
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
that particular item. The City Council agenda summary and all supporting materials are available on the city's
website at www.mvclearwater.com.
C. Name of the Strategy: The aiiowance of fiexibility densities for affordable housing.
The City encourages flexible densities for affordable housing development in both the Future Land Use Element
and the Housing Element of the City's Comprehensive Plan.
a. Established policy and procedures: Provide Description:
The following policy in the Future Land Use Element allows for flexible densities:
"Policy A22.7 — The City will provide density bonuses for affordable housing developments that demonstrate
that a minimum of 15% of the total units are reserved as affordable housing units. Such bonuses shall not exceed
50% of the density permitted by the Future Land Use Map and shall not include properties located in the Coastal
Storm Area. The density bonus shall be established by ordinance in the Community Development Code".
The same policy applies to Housing Element as policy C.9.1:
The City grants flexibility in densities to developers through the City's Community Development Code,
which establishes flexibility criteria for specific uses requiring additional development review. Such
uses fall into two categories: flexible standard development and flexible development.
D. Name of the Strategy: The reduction of parking setback requirements for affordabie housing.
The City encourages the reduction of parking and setback requirements for affordable housing in the
Housing Element of the City's Comprehensive Plan.
a. Established Policy and Procedures: Provide Description:
The following policy in the Housing Element supports the reduction of parking and setback
requirements for affordable housing.
"Policy C.1.9.2 — Allow flexibility with regard to off-street parking to accommodate density bonuses
associated with affordable housing developments provided the project design does not detract from the
established or emerging character of immediate vicinity."
"Policy C.l .9.3 — A11ow flexibility with regard to off-street parking for projects containing affordable
housing units located within 1,000 feet of a transit stop."
The City currently allows flexibility in parking and setback requirements for affordable housing though
the City's Community Development Code, which establishes flexibility criteria for specific uses
requiring additional development review.
E. Name of the Strategy: The allowance of flexible lot configurations, including zero-lot-line
configuration for affordable housing.
_1�_ Item#2
Attachment number 2 \nPage 1�
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
The City currently allows for site plan flexibility through the development review process, as supported
by the City's Community Development Code, which establishes flexibility criteria for specific uses
requiring additional development review.
Such criteria may allow for more flexible site plan configurations, but may also require an improved site
plan to document how the flexibility will result in better design and /or appearance. For example, the
flexibility criteria tied to residential infill projects within the High Density Residential (HDR") District
include:
Established policy and procedures: Provide Description
"Article 2, Section 2-504 (F.6) The design of the proposed residential infill project creates a form and
function which enhances the community character of the immediate vicinity of the parcel proposed for
development and the City of Clearwater as a whole; (F.7) Flexibility in regard to lot width, required
setbacks, height and off-street parking are justified by the benefits to community character and the
immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole.
F. Name of the Strategy: The preparation of a printed inventory of locally-owned public lands
suitable for affordable housing.
The City maintains an inventory of locally-owned public lands suitable for affordable housing.
a. Established policy and procedures: Provide Description
The City of Clearwater on May 21, 2010 adopted Resolution 10-12, which establishes the affordable
housing inventory list per statutory requirements. A copy of the inventory list may be obtained by
contacting city staff in Economic Development and Housing Department. The list will be posted on the
City's web page.
G. Name of the Strategy: The support of development near transportation hubs, and major
employment centers and mixed-used developments.
The Future Land Use Element of the of the City's Comprehensive Plan supports the location of
residential uses within "mass transit and neighborhood-serving land uses" and near transit lines.
a. Established policy and procedures: Provide Description
Policy A2.22 — Residential land uses shall be appropriately located on local and minor collector streets;
if appropriately buffered; they may be located on major collector and arterial streets. Residential land
uses shall be sited on well-drained soils, in proximity to parks, schools, mass transit and other
neighborhood-serving land uses."
_ig_ Item#2
Attachment number 2 \nPage 1!
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
Policy A.6.8.7 — Create mixed-use, higher density and livable communities through design and layout,
near existing transit lines as well as proposed TBARTA lines and stations. Also support walkability
concepts near projected TBARTA stations.
In addition, the Housing Element of the Comprehensive Plan states:
"Policy C.1.4.2 — Assisted housing should be located in close proximity to employment centers, mass
transit services, parks, and commercial centers."
IV. EXHIBITS
-19- Item#2
Attachment number 2 \nPage 2i
Title: LHAP Template 2009
No. 001
67-37.005(1), F.A.C.
Effective Date: 11/09
A. Administrative Budget for each fiscai year covered in the Pian. Exhibit A.
B. Timeline for Encumbrance and Expenditure: Chapter 67-37.005, F.A.C.
A separate timeline for each �scal year covered in this plan is attached as Exhibit B.
Program funds will be encumbered by June 30 one year following the end of the applicable state �scal year.
Program funds will be fully expended within 24 months of the end of the applicable State �scal year.
C. Housing Deiivery Goais Chart (HDGC) For Each Fiscai Year
Covered in the Plan:
Completed HDGC for each fiscal year is attached as Exhibit C.
D. Certification Page:
Signed Certi�cation is attached as Exhibit D.
E. Adopting Resoiution:
Original signed, dated, witnessed or attested adopting resolution is attached as
Exhibit E.
F. Program Information Sheet:
Completed program information sheet is attached as Exhibit F.
G. Ordinance:
If changed from the original ordinance, a copy is attached as
Exhibit G.
H. Interiocai Agreement:
A copy of the Interlocal Agreement if applicable is attached as Exhibit H.
_ 20 _ Item # 2
ADMINISTRATIVE BUDGET FOR EACH FISCAL YEAR
Exhibit A Admin
Fiscal Year 2012-2013
Salaries and Benefits
Office Supplies and Equipment
Travel Perdiem Workshops, etc
Advertising
Fiscal Year 2013-2014
Salaries and Benefits
Office Supplies and Equipment
Travel Perdiem Workshops, etc
Advertising
Fiscal Year
Salaries and Benefits
Office Supplies and Equipment
Travel Perdiem Workshops, etc
Advertising
Based on a distribution of
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Title: LHAP Template 2009
No. ool
67-37.005(1), EA.C.
Effective Date: 11/09
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Attachment number 2 \nPage 2
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Attachment number 2 \nPage 2�
Title: LHAP Template 2009
No. 001
67-37.005(1),F.A.C.
Effective Date: 11/09
Exhibit D
CERTIFICATION TO
FLORIDA HOUSING FINANCE CORPORATION
Name of Local Government:
(1) The local government will advertise the availability of SHIl' funds pursuant to Florida
Statutes.
(2) All SHIP funds will be expended in a manner which will insure that there will be no
discrimination on the basis of race, creed, religion, color, age, sex, familial or marital
status, handicap, or national origin.
(3) A process for selection of recipients for funds has been developed.
(4) The eligible municipality or county has developed a qualification system for applications for
awards.
(5) Recipients of funds will be required to contractually commit to program guidelines.
(6) The Florida Housing Finance Corporation will be notified promptly if the local
government (or interlocal entity) will be unable to comply with the provisions the plan.
(7) The Local Housing Assistance Plan shall provide for the expenditure of SHIP funds within
24 months following the end of the State fiscal year in which they are received.
(8) The plan conforms to the Local Government Comprehensive Plan, or that an amendment to
the Loca1 Government Comprehensive Plan will be initiated at the next available
opportunity to insure conformance with the Local Housing Assistance Plan.
(9) Amendments to the approved Local Housing Assistance Plan shall be provided to the
Corporation with in 21 days after adoption.
(10) The trust fund shall be established with a qualified depository for all SHIP funds as well
as moneys generated from activities such as interest earned on loans.
(11) Amounts on deposit in the local housing assistance trust fund shall be invested as permitted
by law.
(12) The local housing assistance trust fund shall be separately stated as a special revenue fund in
the local governments audited financial statements, copies of the audits will be forwarded to
the Corporation as soon as available.
Page 2
I[�'ii�:3�•l
Attachment number 2 \nPage 2!
Title: LHAP Template 2009
No. 001
67-37.005(1),F.A.C.
Effective Date: 11/09
Exhibit D
Certification
13) An interlocal entity shall have its local housing assistance trust fund separately audited
for each state fiscal year, and the audit forwarded to the Corporation as soon as possible.
(14) SHIP funds will not be pledged for debt service on bonds or as rent subsidies.
(15) Developers receiving assistance from both SHIP and the Low Income Housing Tax
Credit (LIHTC) Program shall comply with the income, affordability and other LIHTC
requirements, Similarly, any units receiving assistance from other federal programs shall
comply with all Federal and SHIP program requirements.
(16) Loans shall be provided for periods not exceeding 30 years, except for deferred payment
loans or loans that extend beyond 30 years which continue to service eligible persons.
(17) Rental Units constructed or rehabilitated with SHIP funds shall be monitored at least
annually for 15 years for compliance with tenant income requirements and affordability
requirements or as required in Section 420.9075 (3)(e)
(18) The Plan meets the requirements of Section 420-907-9079 FS, and Ru1e Chapter 67-37
FAC, and how each of those requirements shall be met.
(19) The provisions of Chapter 83-220, Laws of Florida has or X has not
been implemented.
W1171eSS
Witness
Date
�� .
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(Seal)
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(note: Miami Dade County will check "has")
Chief Elected Official or designee
Type Name and Title
I[�'ii�:3�•l
Attachment number 2 \nPage 3i
Title: LHAP Template 2009
No. 001
67-37.005(1),F.A.C.
Effective Date: 11/09
Exhibit F
STATE HOUSING INITIATIVES PARTNERSHIl' (SHIl') PROGRAM
INFORMATION SHEET
LOCAL GOVERNMENT: CITY OF CLEARWATER
CHIEF ELECTED OFFICIAL (Mayor, Chairman, etc.): GEORGE
CRETEKOS ADDRESS: 112 S. OSCEOLA
AVENUE CLEARWATER FLORIDA
33756
SHIP ADMINISTRATOR: TERRY MALCOLM-SMITH
ADDRESS: 112 SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE:( )727-562-4036 FAX:( ) 727-562-4037
EMAIL ADDRESS: terry.malcolm-smith(a�m clearwater.com
ADDITIONAL SHIP CONTACTS: MICHAEL HOLMES
ADDRESS: 112 SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756
EMAIL ADDRESS: michaeLholmes@myclearwater.com
INTERLOCAL AGREEMENT: YES/NO (IF yes, list other participants in the inter-local agreement):
The following information must be furnished to the Corporation before any funds can be disbursed.
LOCAL GOVERNMENT EMPLOYER FEDERAL ID NUMBER: 59-6000289
MAIL DISBURSEMENT TO: CITY OF CLEARWATER
ADDRESS:
OR:IF YOUR FUNDS ARE ELECTRONICALLY TRANSFERRED PLEASE COMPLETE THE ATTACHED FORM:
X NO CHANGE FROM PREVIOUS ELECTRONIC FORM SUBMITTED.
Provide any additional updates the Corporation should be aware of in the space below:
Please return this form to: SHIP PROGRAM MANAGER, FHFC 227 N. BRONOUGH ST, STE 5000
TALLAHASSEE, FL 32301 Fax: (850)488-9809
Item # 2
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Endorse the application for Project 31612 and commit the City of Clearwater to refund ten percent (10%) of the eligible tax refund upon
certi�cation by Enterprise Florida, adopt Resolution 12-09 and authorize the appropriate of�cials to execute same.
SUMMARY:
The Florida Legislature created Florida Statute, Section s.288.106 to encourage the growth of Florida's high-wage, value-added
employment. This program is commonly known as the Quali�ed Target Industry (QTI) Tax Refund Program. This law authorizes
Enterprise Florida to accept, review and approve applications for tax refunds to qualified target indushy businesses. Pursuant to Florida
Statute Section s.288.075 and s288.106, the applicant for Project 31612 requests to remain anonymous.
The tax refund is to be paid to the applicant each state fiscal year (July 1- June 30) for a period of six (6) years. The applicant will
receive a refund for each new job created that will equal $3,000 per job, times the number of new jobs created. In addition, because the
company is located in a Brownfields area, an additional $2,500 is awarded per job, plus $3,000 per job because the applicant is
locating in an Enterprise Zone. The total refund the company will receive is $8,500 per job.
Project 31612 will relocate its out-of-state operations to create �fty (50) new jobs over the next three years in the City of Clearwater (10
jobs by December 31, 2012; 20 by December 31, 2013 and 20 by December 31, 2014). Eighty percent (80%) of this award is covered
by the State of Florida, ten percent (10%) from Pinellas County and ten percent (10%) from the City of Clearwater.
Under the full scenario, the City's maximum award commitment is $42,500 and will be disbursed according to the following City �scal
year schedule. In summary, 25% of the award is paid out over a four-year period for each phase in which the jobs are created.
Year 1 - $2,125 (2012-2013)
Year 2 - $6,375 (2013-2014)
Year 3 - $10,625 (2014-2015)
Year 4 - $10,625 (2015-2016)
Year 5 - $8,500 (2016-2017)
Year 6 - $4,250 (2017-2018)
The refund is veri�ed by the State of Florida Department of Economic Opportunity (DOE). The DOE requests the portion of funding
from the City. The DOE then provides the disbursement to the applicant.
Funding for the Fiscal Year 2012-2013 allocation is currently available from Economic Development QTI line item account number
181-99846. Future year funding will need to be allocated during the City's annual budget process.
Appropriation Code
181-99846
Amount Appropriation Comment
2,125 First year commitment in FY12-13
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) Assistant City Manager ED 5) City Manager 6) Clerk
Cover Memo
��11�:��
Attachment number 1 \nPage 1
QUALIFIED TARGET INDUSTRY TAX REFUND
LOCATING IN AN ENTERPRISE ZONE
AND BROWNFIELDS REDEVELOPMENT BONUS REFUND
WITH CASH LOCAL FINANCIAL SUPPORT
RESOLUTION N0.12-09
A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA, RECOMMENDING PROJECT
31612, BE APPROVED AS A QUALIFIED TARGET INDUSTRY
BUSINESS PURSUANT TO S.288.106, FLORIDA STATUTES;
AFFIRMING THE SITE OF THIS PROJECT IS IN A
DESIGNATED BROWNFIELDS AREA AND DESIGNATED
ENTERPRISE ZONE; PROVIDING FOR LOCAL FINANCIAL
SUPPORT IN THE FORM OF CASH; PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, the business under consideration is a corporate headquarters for
Project 31612; and
WHEREAS, Project 31612 has been identified as a Target Industry Business;
and that the Council hereby recommends Project 31612 be approved as a Qualified Target
Industry Business pursuant to s.288.106. Florida Statutes; and
WHEREAS, Project 31612 intends to locate in the City of Clearwater powntown
Business District; and create fifty new full-time jobs over the next three years, qualifying as high-
value added jobs; the basis of this project's average sector wage commitment calculation shall
be $46,428, 115%, of the 2010 Average Annual County MSA wage data published effective
January 1, 2012; and
WHEREAS, the site is in a Florida Department of Environmental Protection
Designated Brownfield Area, BF529701000, within the City of Clearwater, and the site is
identical to the Environmental Protection Agency (EPA) designation for the Brownfields
Initiative; and
WHEREAS, as a result of this location Project 31612 is eligible to apply for the
Qualified Target Industry Tax Refund with a Brownfields Bonus; pursuant to s.288.107; and
WHEREAS, THE CITY OF CLEARWATER will contribute local financial support
in the form of cash for the Qualified Targeted Industry Tax Refund with Brownfields Bonus; and
WHEREAS, as a result of this location Project 31612 is eligible to apply for the
Qualified Target Industry Tax Refund for the City of Clearwater Enterprise Zone #5202 location;
pursuant to s.288.106(3)(b)1., Florida Statutes, and will contribute local financial support in the
form of cash for the Qualified Targeted Industry Tax Refund for an Enterprise Zone location;
now, therefore,
I[�'ii�:�c3
Attachment number 1 \nPage 2
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER,
FLORIDA:
Section 1. Florida Statutes Section s. 288.106 requires 20% local financial participation as tax
refunds become due; and the necessary commitment of local financial support has been
identified in the amount of $85,000, consisting of 50% of the local contribution coming from
Pinellas County and 50% coming from the City of Clearwater. A cash commitment exists for
Project 31612 for the City of Clearwater local financial support for the Qualified Target Industry
Tax Refund Program in the amount of $42,500, including $15,000 for the Qualified Target
Industry Tax Refund, the $12,500 for the Brownfields Bonus Refund and the Enterprise Zone
location $15,000. However, in no event will the total contribution of the City of Clearwater for
Project 31612 exceed $42,500. This amount will be made available in accordance with the
guidelines set forth by the Department of Economic Opportunity with the stipulation that these
funds are intended to represent local financial support pursuant to s.288.106, Florida Statutes.
Section 2. This resolution shall take effect immediately upon its adoption.
PASSED and ADOPTED this
Countersigned:
George N. Cretekos
Mayor
Approved as to form:
Leslie K. Dougall-Sides
Assistant City Attorney I I
day of , 2012.
CITY OF CLEARWATER, FLORIDA
�
William B. Horne II
City Manager
Attest:
Rosemarie Call
City Clerk
I[�'ii�:�c3
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve the modification of the Land Use Restrictive Covenant between the City of Clearwater and SP Country Club Homes, LLC,
replacing the 30-year affordability period and the resale restrictions that were approved by the City Council in June 2008 to the
mandatory minimum requirement mandated by law in accordance with the Community Development Block Grant Program regulations,
requiring 51% percent of the total project units be sold to households at 80% of area median income or below, and authorize the
appropriate of�cials to execute same. (consent)
SUMMARY:
On June 16, 2008, SP Country Club Homes, LLC received a$700,000 loan from the City of Clearwater to build affordable townhome
units. The loan documents executed by SP Country Club Homes, LLC included a mortgage, note and land use restrictive
covenant. While the mortgage and note focused upon the terms and conditions of the loan, the land use covenant restricted the property
for affordable housing purposes, among other things.
In consideration of the partial �nancing for the development project, SP Country Club, LLC maintained that the property would include
the following:
• a 30-year affordability period;
• 51% of the total units built will be sold to families with incomes of less than 80% of the area median income;
• the value of housing units shall not exceed 95% of the median purchase price for that type of unit, and
• during the affordability period, the unit must be occupied by a low to moderate-income family. If the unit is sold during this
period, it must be sold to another low to moderate-income family.
Staff recommends that two of the mandates listed above be waived to reflect the minimum standards that are required by the CDBG
program that provided the funds. It is requested that the 30-year affordability period and the resale provisions be removed to what is
required by law in order to increase the marketability of the project.
When this loan was originally approved to purchase the property, the developer was still in the process of seeking outside
financing. Since the City, at that time, did not know if financing would include certain affordability restrictions, the City placed the
restrictions on the project to ensure that a thirty-year affordability period was in place. Since Neighborhood Stabilization Program 2
(NSP2) funds have since been provided to the project, the affordability period will be met. Construction funding provided through the
NSP2 by Pinellas County requires that the units remain affordable for thirty years. For this purpose, a Land Use Restrictive Agreement
has been executed and recorded to provide for the NSP2 standards. Therefore, the need for the thirty-year affordability period is being
met and the need to bind the property for thirty years through the City is not warranted.
Program regulations from the NSP2 Program also ensure that the units remain affordable to low to moderate-income families. The
program mandates that all homebuyers have incomes of less than 120% of area median income. This includes the initial homebuyer and
subsequent buyers to which the unit is sold during the 30-year affordability period. This reduces the need for the City to maintain the
original income requirements after the initial purchase of 51% of the units by homebuyers whose income will be 80% or less than area
median income. All resales in this development will be limited to buyers at 120% of area median income or below.
Review 1) Of�ce of Management and Budget 2) Legal 3) Economic Development and Housing 4) Office of Management and
Approval: Budget 5) Lega16) Clerk 7) Assistant City Manager ED 8) City Manager 9) Clerk
Cover Memo
��11�:��
Attachment number 1 \nPage 1
AMENDED AND RESTATED
DECLARATION OF RESTRICTIVE COVENANTS
CTTY OF CLEARWATER
CDBG PROGRAM
THIS DECLARATION, made this day of 2012 , is hereby amending and
restating declarations made on June 16, 2008, between SP Country Club Homes LLC, its
successors, assigns and transferees of the project described below, whose mailing address is 2430
Estancia Blvd., Suite 101, Clearwater, Florida 33761, hereinafter called (`Borrower") and the
City of Clearwater, Florida, a municipal corporation organized and existing under the laws of the
State of Florida hereinafter called ("City").
WHEREAS, the Borrower and the City entered into that certain Declaration of
Restrictive Covenants dated June 16, 2008 ("Declaration"), binding certain real property as more
particularly described herein ("Property") to a thirty (30) year affordable housing restriction
because it was unknown at that time what affordable housing project would be built on the
Property; and
WHEREAS, the affordable housing project has now been defined, the Borrower has
since entered into, or within sufficient time will enter into, additional agreements for
construction funding and eligible purchasers will enter into agreements for down payment
assistance which shall contain restrictive covenants that the City agrees will be adequate to meet
affordability requirements as provided by law; and
WHEREAS, the Borrower is in the process of developing affordable housing units for
low to moderate-income residents as described and required by these restrictive covenants, and
agrees with the City that the real property which is subject to that certain executed Mortgage and
Note as recorded in the official records of Pinellas County in Book 16296, pages 1332-1355 shall
be subject to the restrictive covenants set forth herein, as well as all restrictions of record; and
Item # 4
-�-
Attachment number 1 \nPage 2
WHEREAS, Borrower agrees that these restrictive covenants shall remain in full force
and effect against the real property until fifty-one percent (51%) of the units are sold to low to
moderate income homebuyers ("Affordability Period").
This Agreement shall be properly filed and recorded by the City in the Official Public
Records of the Pinellas County, Florida and shall constitute a restriction upon the use of the
property subject to and in accordance with the terms contained herein.
IN CONSIDERATION of funds the City has provided to the Borrower for a loan to
finance the acquisition of certain lands in the City of Clearwater, Pinellas County, Florida, more
particularly described as:
A portion of Lots 1 through 6, Block 3, Revised Plat of Brookwood Terrace, as recorded in Plat
Book 8, Page 34, of the Public Records of Pinellas County, Florida.
Together with:
A portion of Lots 1 through 8, F.A. Kennedy's Fair Lane Addition, as recorded in Plat Book 11,
Page 16, of the Public Records of Pinellas County, Florida.
Being more particularly described as follows:
Commencing at the North 1/4 corner of said Section 15, Township 29 South, Range 15 East;
thence run S.89° 18'S6"E. along the North boundary of said Section 15, a distance of 1,093.85
feet; thence run S.00° 15'S3"W., a distance of 31.80 feet to the Northeast corner of Kellet's
Subdivision, as recorded in Plat Book 11, Page 24, of the Public Records of Pinellas County,
Florida; then run S.89° OS'28"E., a distance of 40.00 feet to the Northwest corner of F.A.
Kennedy's Fair Lane Addition, as recorded in Plat Book 11, Page 16, of the Public Records of
Pinellas County, Florida, said point also being the point of beginning; thence run S.89° 21'09"E.
along the North boundaries of said F.A. Kennedy's Fair Lane Addition and Revised Plat of
Brookwood Terrace, as recorded in Plat Book 8, Page 34, of the Public Records of Pinellas
County, Florida, a distance of 310.07 feet to the Northeast corner of Block 3, said Revised Plat of
Brookwood Terrace; thence run S.00° 00'19"W. along the East boundary of said Block 3,
Revised Plat of Brookwood Terrace, a distance of 310.02 feet to the Southeast corner of Lot 6, of
said Block 3, revised Plat of Brookwood Terrace; thence run N.89° 22'14"W. along the Southerly
boundary of said Lot 6 and its Westerly extension, a distance of 311.44 feet to a point on the
westerly boundary of F.A. Kennedy's Addition; thence run N.00° 15'26"E. along the West
boundary of F.A. Kennedy's Fair Lane Addition, a distance of 310.10 feet to the point of
beginning,
the Borrower acknowledges that this Agreement is necessary to comply with the affordability
requirements of the Community Development Block Grant ("CDBG") program as stated at 24
Item # 4
-2-
Attachment number 1 \nPage 3
CFR part 570, specifically, CDBG program criteria for national objectives as stated in 24 CFR
§570.208, from which funds were obtained to finance such loan, and subpart B of the Uniform
Relocation Assistance and Real Property Acquisition Policies Act of 1970, §24.101, and
therefore, borrower covenants and agrees that in connection with the acquisition and
development of the proj ect, that the City should approve any transfer or sale of the subj ect
property and borrower will comply, and will require any subsequent purchaser of the proj ect to
comply, with the following:
1. Recitals. The foregoing recitals are true and correct and are incorporated in and form a part
of this Agreement.
2. Covenants and Restrictions on Use of Funds. CDBG funds provided to this project have
been used for acquisition of the real property. The Borrower agrees that at least fifty-one percent
(51%) ofthe units developed will be made available and reserved for sale to low to moderate-
income families. During the Period of Affordability as defined herein, the single family CDBG
assisted unit (51% of the units) shall be sold to a family whose annual income does not exceed
80 percent of the median family income for the area, as determined and made available by the
Department of Housing and Urban Development with adjustments for smaller and larger families
at the time of purchase of the new home. The home must be the principal residence of the family.
(a) The income of the persons or family who will occupy the unit shall be verified by the City
or a designated non-profit party agreed to by the Borrower and the City, by obtaining third party
verification of current income for the family who will occupy the housing unit and verification of
assets. Source documentation evidencing annual income may include wage statements, interest
statements, and unemployment compensation statements, other documentation approved by the
City. In the event that neither of the above methods is suitable, the Borrower may use other
methods acceptable to the City to verify income. Annual income for the purpose of this
Item # 4
-3-
Attachment number 1 \nPage 4
Agreement shall be as defined by the Department of Housing and Urban Development for the
CDBG Program.
(b) The value of the CDBG assisted unit shall not exceed 95 percent of the median purchase
price for that type of single family housing for the area. The maximum per unit subsidy amount
shall not exceed the per dollar limits established under section 221 (d) (3) and (4) of the National
Housing Act, as applicable.
(c) The family or individuals purchasing the single-family CDBG unit shall hold fee simple
title to the property.
(d) For the purpose of this Agreement, the Period of Affordability shall be a period beginning
on the date of this agreement and terminating when fifty-one percent (51 %) of the units are sold
with the 16t'' homebuyer closing on the loan to purchase the unit, taking fee simple title to the
property.
(e) During the Period of Affordability, the single family CDBG assisted units (16 units) must
be occupied by a low-income CDBG homebuyer.
(fl All proceeds, program income and recaptured funds associated with this project shall be
returned to the City of Clearwater within 30 days.
(g) Any noncompliance with the requirement of this Section shall be corrected within 30 days
after such error is first discovered or would have been discovered by the exercise of reasonable
diligence.
3. Property Standards: The single family unit shall meet and maintain all applicable local
codes, the Florida Building Code, ordinances, including but not limited to, zoning ordinances at
the time of project completion. All CDBG units must meet all applicable State and local housing
quality standards, code requirements and accessibility requirements at 24 CFR Part 8, which
implements Section 504 of the Rehabilitation Act of 1973 and covered multifamily dwellings as
defined at 24 CFR 10020, and must also meet the design and renovation requirements at 24 CFR
Item # 4
-4-
Attachment number 1 \nPage 5
100.205, which implement the Fair Housing Act. Development of the units must meet the Model
Energy Code.
4. Location of CDBG Assisted Units. The location of the CDBG assisted project is as
follows:
A portion of Lots 1 through 6, Block 3, Revised Plat of Brookwood Terrace, as recorded in Plat
Book 8, Page 34, of the Public Records of Pinellas County, Florida.
Together with:
A portion of Lots 1 through 8, F.A. Kennedy's Fair Lane Addition, as recorded in Plat Book 11,
Page 16, of the Public Records of Pinellas County, Florida.
Being more particularly described as follows:
Commencing at the North 1/4 corner of said Section 15, Township 29 South, Range 15 East;
thence run S.89° 18'S6"E. along the North boundary of said Section 15, a distance of 1,093.85
feet; thence run S.00° 15'S3"W., a distance of 31.80 feet to the Northeast corner of Kellet's
Subdivision, as recorded in Plat Book 11, Page 24, of the Public Records of Pinellas County,
Florida; then run S.89° OS'28"E., a distance of 40.00 feet to the Northwest corner of F.A.
Kennedy's Fair Lane Addition, as recorded in Plat Book 11, Page 16, of the Public Records of
Pinellas County, Florida, said point also being the point of beginning; thence run S.89° 21'09"E.
along the North boundaries of said F.A. Kennedy's Fair Lane Addition and Revised Plat of
Brookwood Terrace, as recorded in Plat Book 8, Page 34, of the Public Records of Pinellas
County, Florida, a distance of 310.07 feet to the Northeast corner of Block 3, said Revised Plat of
Brookwood Terrace; thence run S.00° 00'19"W. along the East boundary of said Block 3,
Revised Plat of Brookwood Terrace, a distance of 310.02 feet to the Southeast corner of Lot 6, of
said Block 3, revised Plat of Brookwood Terrace; thence run N.89° 22'14"W. along the Southerly
boundary of said Lot 6 and its Westerly extension, a distance of 311.44 feet to a point on the
westerly boundary of F.A. Kennedy's Addition; thence run N.00° 15'26"E. along the West
boundary of F.A. Kennedy's Fair Lane Addition, a distance of 310.01 feet to the point of
beginning.
The Borrower agrees that there will be no material changes to the design of the project after
initial commitment by the City without assurances provided by Borrower and approved by City
that the proposed changes will not adversely affect the CDBG assisted units or any provision of
this Agreement.
5. No Discrimination. The Borrower shall not discriminate, as defined by Federal Statutes, on
the basis of race, creed, color, sex, age or national origin in the use or occupancy of the CDBG
Item # 4
-5-
Attachment number 1 \nPage 6
assisted units or in connection with the employment or application for employment of persons for
the operation and management of the project.
6. Affirmative Marketing Efforts. The Borrower will follow the affirmative marketing
procedures and requirements for the CDBG Program to attract eligible CDBG buyers in the
housing market area to the available housing without regard to race, color, national origin, sex,
religion, familial status or disability.
7. Environmental Reviews. The acquisition development project must be assessed for
environmental effects in accordance with the provisions of the National Environmental Policy
Act of 1969 (NEPA) and related authorities listed in HUD's implementing regulations at 24 CFR
parts 50 and 58.
8. Displacement, relocation and acquisition. The Borrower will take reasonable measures to
minimize displacement of persons as a result of a proj ect being assisted with CDBG funds in
accordance with the requirements of the Uniform Relocation Assistance and Real Properties
Acquisition Act. The borrower shall be responsible for any relocation expenses incurred without
City approval.
9. Lead Based Paint. The Borrower shall be responsible for maintaining that all CDBG assisted
units meet the requirements listed in the Lead Based Paint Poisoning Prevention Act and 24 CFR
part 35.
10. No Conflicts with Other pocuments. The Borrower warrants that it has not, and will not,
execute any other agreement with provisions contradictory to, or in opposition to, the provisions
hereof, and that, in any event, the requirements of this Agreement are paramount and controlling
as to the rights and obligations herein set forth and supersede any other requirements in conflict
herewith.
Item # 4
-6-
Attachment number 1 \nPage 7
11. Requests for disbursement of funds. The Borrower shall request funding for the CDBG
assisted project from the City of Clearwater on an as needed basis and in accordance with its
application and approval for such funds.
12. Records. The Borrower shall retain all records pertaining to Project for a period of five
years after audit and/or resolution of audit findings involving this loan. The Borrower shall
maintain accurate information regarding the occupancy for each CDBG unit during the term of
the Affordability Period and, at the request of the City, shall submit this information to the City
for the City's review and comment. The Borrower shall maintain documentation substantiating
compliance with Affirmative Marketing Requirements. These Project records shall be made
available to The City of Clearwater, U.S. Department of Housing and Urban Development and/or
representatives of the Comptroller General of the United States for audit, inspection or copying
purposes during normal business hours.
The Owner shall maintain proj ect records that include the following:
(1) A full description of each unit assisted with CDBG funds, including the location
and form of CDBG assistance.
(2) The source and application of funds for each project, including supporting
documentation in accordance with 24 CFR 8520.
(3) Records demonstrating that each project meets the property standards of the lead
based paint requirements.
(4) Records demonstrating that each family is income eligible.
(5) Records demonstrating that the purchase price or estimated value after
rehabilitation for each CDBG ownership housing project does not exceed 95% of
the median purchase price for the area.
(6) Records demonstrating that each CDBG ownership project meets the
affordability requirements.
Item # 4
-�-
Attachment number 1 \nPage 8
(7) Records documenting required inspections, monitoring reviews and audit, and
the resolution of any findings or concerns
(8) Records documenting equal opportunity and fair housing records.
(9) Records documenting all CDBG related financial activities.
(10) Records documenting affirmative marketing and MBE/WBE activities.
13. Monitoring. The Borrower shall permit the City or its designee to inspect all records
pertaining to CDBG assisted units upon reasonable notice and within normal working hours and
shall submit to the City such documentation as required by the City to document compliance with
this Agreement and CDBG Program rules. If the project is new construction, the Borrower shall
provide the required documentation quarterly, until all CDBG units are sold.
14. Successors Bound. This Agreement and the covenants contained herein shall run with the
land and shall bind, and the benefits shall inure to, respectively, the Borrower and its successors
and assigns and all subsequent owners of the proj ect or any interest therein, and to the City for
the Period of Affordability set forth in this Agreement.
15. Enforcement of Terms. The benefits of this Agreement shall inure to, and may be
enforced by the City for the Period of Affordability, whether or not the City shall continue to be
the holder of the Mortgage, whether or not the proj ect loan may be paid in full, and whether or
not any bonds issued for the purpose of providing funds for the proj ect are outstanding.
16. Conflict of Interest. The Borrower warrants that no person covered who exercises or
exercised any functions or responsibilities with respect to CDBG activities or who is in the
position to participate in decisions or gain inside information may obtain a financial interest or
benefit from a CDBG activity; or have an interest in any contract, subcontract or agreement for
themselves or for persons with business or family ties.
Item # 4
-8-
Attachment number 1 \nPage 9
17. Conditions of Religious Organizations. CDBG funds may not be used for rehabilitation
or construction of housing that is owned by primarily religious organizations or to assist
primarily religious organizations in acquiring housing.
18. Uniform Administrative Requirements. If the owner of the CDBG assisted project is a
not- for-profit organization, the owner agrees to comply with applicable federal administrative
requirements of OMB Circular A-87 and applicable provisions of 24 CFR 85 for government
entities, or OMB Circular A-122 and applicable provisions of 24 CFR Part 84 for non-profit
entities.
19. Severability. The invalidity of any clause, part or provision of this Agreement shall not
affect the validity of the remaining portion thereof.
20. Defaults and Remedies. If the Borrower shall fail to observe or perform any covenant,
condition or agreement contained herein on its part to be observed or performed, then and in such
event, the City shall be entitled, in addition to all other remedies provided by law or in equity:
(a) To compel specific performance by the Borrower of its obligations under this Agreement,
it being recognized that the beneficiaries of Borrower obligations hereunder cannot be
adequately compensated by monetary damages in the event of Borrower's default.
(b) To cause the Borrower to pay to the City an amount equal to all CDBG funds loaned to
Borrower less any principal balance previously repaid by Borrower or the transfer of real
property acquired with CDBG assistance, if any CDBG assisted unit is knowingly or negligently
sold to persons who do not comply with the requirements for such unit.
(c) In addition, to these remedies, a default by the Borrower hereunder shall constitute a default
under the Mortgage and Note which will enable the City thereunder, after notice and an
opportunity to cure as therein provided, to accelerate the Borrower's loan and take such other
actions as may be permitted under the terms of the Mortgage.
Item # 4
-9-
Attachment number 1 \nPage 1i
In Witness Whereof
Signed, Sealed and Delivered in the presence o£
*Note: Two witnesses are required
Please type or write names underneath signatures
SP Country Club Homes, LLC
By: SP Country Club Homes, LLC — a limited liability corporation
By:
Managing Member
Witness
Witness
City of Clearwater, Florida
William B. Horne, II
City Manager
Approved as to form: Attest
Laura Mahony Rosemarie Call
Assistant City Attorney City Clerk
Item # 4
-io-
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Appoint Gregory Newland as the �fth Trustee, replacing David Hogan, to �nish a four-year term ending December 31, 2014 on the
Clearwater Fire�ghters' Supplemental Trust Fund in accordance with Sec. 175.061 of the Florida State Statutes. (consent)
SUMMARY:
Mr. David Hogan requested to step down from his seat on the Supplemental Trust Fund.
Mr. Newland has indicated his willingness to serve the remainder of the four-year term. The other four members of the Board of
Trustees selected Greg Newland to be appointed as the fifth member in accordance with Sec. 175.061 of the Florida State Statutes.
The Clearwater Fire�ghters' Supplemental Trust Fund is the recipient of monies obtained by the State of Florida from insurance
companies doing business within the community. These monies are required to be administered by a Board of Trustees whose
composition must consist of two legal residents of the City appointed by the City Council; two City fire�ghters elected by the
fire�ghters; and a fifth member chosen by a majority of the other four members and submitted to the City Council for appointment. The
Board of Trustees is solely responsible for administration of the trust fund.
It is recommended that the City Council, as a ministerial duty, af�rm Greg Newland as a trustee to the seat for the period of January 1,
2011 through December 31, 2014.
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) Assistant City Manager 5) City Manager 6) Clerk
Cover Memo
��11�:��
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve a Purchase Order (contract) in the amount of $1,640,300; award bid 10-12 to Florida Gas and Electric Corporation for the
replacement of antiquated gas mains and service lines for the period of April 1, 2012 to March 31, 2013, and authorize the appropriate
of�cials to execute same. (consent)
SUMMARY:
Florida Gas and Electric Corporation (FGE), located at 8011 Land O' Lakes Blvd, Land O' Lakes, FL, was the lower of two (2)
bidders on Bid 10-12, with an actual bid amount of $1,640,300. This bid is separate from the existing two (2) gas mains and
service line extension contracts currently held by Mastec North America and Florida Gas and Electric.
Under this agreement, the contractor will replace approximately 12 miles of antiquated gas mains, to include all associated
service line, gas meter and piping connections at each customer location. The term antiquated represents all uncoated steel gas
mains and service lines, to include cast iron, that are currently serving customers within the Clearwater Gas System service
territory. These materials were installed between the period of 1923 (start of the gas system) and 1970.
In total, the amount of antiquated mains to be replaced is approximately sixty (60) miles. Most of these mains and service lines
are located in highly congested areas within Clearwater, Belleair and Dunedin. This replacement project is estimated to take five
(5) years to complete. Therefore, additional bids will be conducted to complete the entire scope of the project.
Funds are available in 315-96377 Pinellas New Mains and Service Lines and the Clearwater Gas System budget to support these
requirements.
Type: Capital expenditure
Current Year Budget?: Yes Budget Adjustment: None
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Appropriation Code
315-96377
Bid Required?:
Other Bid / Contract:
1,640,300
1,640,300
4/1/2012 to 3/31/2013
Amount
1,640,300
Yes
Annual Operating Cost: 1,640,300
Total Cost: 1,640,300
Appropriation Comment
Pinellas New Mains and Service Lines
Bid Number:
Bid Exceptions:
10-12
None
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) Assistant City Manager ED 5) City Manager 6) Clerk
Cover Memo
��11�:��
Attachment number 1 \nPage 1
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CONTRACT DOCUMENTS
FOR
Clea�wate� Gas System
Replacement of Antiquated Gas Mains, Se�vice Lines, Gas Mete�s
and Piping Connections to Custome� House Piping and
Reestablishment of Gas Se�vice at Va�ious Locations
Bid Number: 10-12
Bid Date: February 17, 2012
Bid Time: 11:OOAM
Prepared by: Mike Deegan & Brian Langille
Clearwater Gas System
400 North Myrtle Avenue
Clearwater, Florida 33758
I[�'ii�:��
TABLE OF CONTENTS
SECTION 00020
INVITATION TO BID
SECTION 00100
Attachment number 1 \nPage 2
1
1
2
INSTRUCTIONS TO BIDDERS 2
00100.01 QUALIFICATIONS OF BIDDERS 2
00100.02 BIDDER'S RESPONSIBILITY 2
00100.03 SITE CONDITIONS 3
00100.04 OMISSIONS AND DISCREPANCIES 3
00100.05 BID ITEMS AND ESTIMATED QUANTITIES 3
00100.06 APPROVED MATERIALS AND EQUIPMENT 4
00100.07 SAMPLE OF MATERIALS 4
00100.08 PROPOSAL FORM 4
00100.09 WITHDRAWAL OF PROPOSALS 5
00100.10 BID SECURITY 5
00100.11 OPENING OF PROPOSALS 5
00100.12 METHOD OF AWARD 5
00100.13 EXECUTION OF CONTRACT 6
00100.14 TIME OF COMPLETION 6
00100.15 LIQUIDATED DAMAGES 6
00100.16 EXTENSIONS OF TIME 7
00100.17 CERTIFICATE OF INSURANCE 7
00100.18 DETAILED BREAKDOWN SHEET AND SCHEDULE OF PRICES 7
00100.19 EXISTING MATERIALS AND EQUIPMENT 7
00100.20 QUALIFICATIONS OF BIDDERS 7
00100.21 STANDARDS 8
SECTION 00140
SUMMARY OF INFORMATION TO BIDDERS
00140.01- OBTAINING PLANS AND SPECIFICATIONS
00140.02 - OWNER
00140.03 - CONTRACT
00140.04 - BID SECURITY
00140.05 - TIME OF COMPLETION
00140.06 - INSURANCE REQUIREMENTS
00140.07 - SCOPE OF WORK
SECTION 00310
PROPOSAL
SECTION 00320
BID TABULATION SUMMARY
SECTION 00330
FLORIDA TRENCH SAFETY ACT ACKNOWLEDGMENT
SECTION 00340
C�
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9
9
9
9
9
9
11
12
12
21
21
22
22
23
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PUBLIC ENTITY CRIMES STATEMENT
SECTION 00410
CERTIFIED CHECK, CASH OR BID BOND
SECTION 00510
Attachment number 1 \nPage 3
23
26
26
27
AGREEMENT 27
SECTION 00520 30
CONTRACTOR'S AFFIDAVIT 30
SECTION 00530 31
CONTRACTOR'S RELEASE 31
SECTION 00540 32
STATEMENT OF SURETY COMPANY 32
SECTION 00610 33
PERFORMANCE - PAYMENT BOND 33
SECTION 00620 35
CERTIFICATE OF INSURANCE 35
SECTION 00700 36
GENERAL CONDITIONS 36
00700.01 DEFINITIONS 36
00700.02 EXTENT OF CONTRACT 37
00700.03 OBLIGATIONS OF CONTRACTOR 37
00700.04 SUBCONTRACTS 38
00700.05 SEPARATE CONTRACTS 38
00700.06 BONDS 38
00700.07 ADDITIONAL OR SUBSTITUTE BOND 39
00700.08 INSURANCE 39
00700.09 PROOF OF INSURANCE 40
00700.10 ACCIDENTS AND CLAIMS 40
00700.11 MUTUAL RESPONSIBILITY OF CONTRACTORS 41
00700.12 CONTRACTOR'S LIABILITY 41
00700.13 FAMILIARITY WITH CONTRACT REQUIREMENT 41
00700.14 PATENT RIGHTS 42
00700.15 PERMITS AND LICENSES 42
00700.16 LAWS AND REGULATIONS 43
00700.17 DIMENSIONS AND ELEVATIONS 43
00700.18 PLANS, SPECIFICATIONS AND SHOP DRAWINGS 43
00700.19 DRAWINGS AND SPECIFICATIONS FURNISHED TO CONTRACTORS 44
00700.20 WORKING SCHEDULES AND PROGRESS CHARTS 44
00700.21 SUPERVISION AND RESPONSIBILITY OF THE CONTRACTOR 45
00700.22 SERVING NOTICE 46
00700.23 AUTHORITY OF ENGINEER 46
00700.24 OBSERVATION OF THE WORK 46
00700.25 EXAMINATION OF THE WORK 47
�[iai1�:��
00700.26
00700.28
00700.29
00700.30
00700.31
00700.32
00700.33
00700.34
00700.35
00700.36
00700.37
00700.38
00700.39
00700.40
00700.41
00700.42
00700.43
00700.44
00700.45
00700.46
00700.47
00700.48
00700.49
00700.50
PROTECTION OF WORK AND PROPERTY
THE OWNER'S RIGHTTO DO WORK
ALTERATION OF PLANS
UNAUTHORIZED WORK
CLAIMS FOR EXTRA COST
CHANGES IN THE WORK
EXTRA WORK/INCREASED COMPENSATION
SUSPENSION OF WORK
DEFECTIVE WORK OR MATERIALS
ABANDONMENT OF WORK
FORFEITURE OF CONTRACT
THE OWNER'S RIGHTTO TERMINATE CONTRACT
CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
NO WAIVER OF CONTRACT
NO ESTOPPEL
TIME FOR COMPLETION
COMPLETION OF WORK DEFINED
DELAYS AND EXTENSIONS OF TIME
LIQUIDATED DAMAGES
PRICES
PARTIAL ESTIMATES AND PAYMENTS
PAYMENTS WITHHELD
LIENS AND FINAL PAYMENTS
FINAL APPROVAL AND ACCEPTANCE OF THE WORK
SECTION 00800
Attachment number 1 \nPage 4
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49
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51
52
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55
55
55
56
56
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57
.�
SUPPLEMENTARY CONDITIONS 60
00800.01 SUPPLEMENTARY CONDITIONS PREVAIL 60
00800.02 MATERIALS SUPPLIED BY THE OWNER 60
00800.03 PERMITS 60
00800.04 JOINING OF PLASTIC PIPE 60
SECTION 00900
ADDENDA
SECTION 01000
GENERAL REQUIREMENTS
01000.01 TRAFFIC CONTROL
01000.02 MATERIALS, EQUIPMENTAND LABOR
01000.03 PROGRESS PHOTOGRAPHS
01000.04 STANDARDS
01000.05 STORAGE OF MATERIALS AND RIGHTS-OF-WAY
01000.06 UTILITIES
01000.07 SAFETY AND HEALTH REGULATIONS
01000.08 USE OF CHEMICALS
01000.09 BY-PASSING OF SEWAGE
01000.10 DEWATERING AND SEWAGE PUMPS
01000.11 LINES, GRADES AND CONSTRUCTION SURVEYING
01000.12 TESTS
01000.13 WATER AND ELECTRIC POWER
01000.14 MONUMENTS AND LANDMARKS
01000.15 DETOURS
62
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67
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01000.16 EXISTING UTILITIES
01000.17 SANITARY MEASURES
01000.18 CLEANING UP
01000.19 FAILURE TO CLEAN UP
01000.20 RESTORATION OF SURFACE
01000.21 PROJECT RECORD DRAWINGS (AS- BUILTS)
SECTION 02005
MOBILIZATION
SECTION 02221
TRENCHING, BACKFILLING AND COMPACTING FOR UTILITY SYSTEMS
SECTION 02574
PAVEMENT REMOVAL AND REPLACEMENT
SECTION 02685
NATURAL GAS PIPELINE INSTALLATIONS
SECTION 02696
DIRECTIONAL DRILL UTILITY PLACEMENT
SECTION 02935
SODDING
Attachment number 1 \nPage 5
68
68
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69
69
69
70
70
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101
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107
107
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Attachment number 1 \nPage 6
SECTION 00020
INVITATION TO BID
Sealed proposals will be received at the City of Clearwater, Purchasing Department, 100 South
Myrtle Avenue, Clearwater, Florida 33756, in Pinellas County, until Februarv 17, 2012 at
11:OOAM, at which time and place they will be publicly opened and read aloud in the
Conference Room, 100 South Myrtle Avenue, Clearwater, Florida 33756, for furnishing all
necessary labor, materials, incidental items, and equipment for the City of Clearwater (d/b/a
Clearwater Gas System): Replacement of Antiquated Gas Mains, Service Lines, Gas Meters
and Piping Connections to Customer House Piping and Reestablishment of Gas Service at
Various Locations.
Specifications and Contract Documents may be obtained from the City of Clearwater, Florida
33756, at no charge and are available on-line @ www.mvclearwater.coin under the "Services"
link at the top, or go directly to the following link to view all active bids:
htt�://www.mvclearwater.com/a�s20/cityproj ects/invitationtobid.as�x
Questions regarding this bid should be directed to Brian Langille, Operations Manager -
(727) 562-4911. Sealed bids must be submitted on proposal forms as provided (or exact copies
thereof) marked, Replacement of Antiquated Gas Mains, Service Lines, Gas Meters and Piping
Connections to Customer House Piping and Reestablishment of Gas Service at Various
Locations, for the City of Clearwater, Florida.
All proposals must be accompanied by a certified check, bank draft, or bid bond in the amount of
ten percent (10%) of the base bid, made payable to the City of Clearwater. Which check, bank
draft or bid bond shall guarantee that should the proposal be accepted, the bidder wi11, within ten
(10) days after the acceptance of his proposal, enter into a contract with the City of Clearwater
for the services proposed to be performed and will at that time furnish performance and payment
bonds each in the amount of 30 percent (30%) of the contract, made payable to the City of
Clearwater, Florida, which bonds shall be adequate to guarantee the faithful performance of the
contract.
Proposals may be withdrawn prior to the date of opening, but no proposal may be withdrawn for
a period of ninety (90) days after the date of the opening of bids.
Plans, specifications and bid forms may be obtained from City of Clearwater, Purchasing
Department, located at 100 South Myrtle Avenue, Clearwater, Florida 33756, at no charge.
The City of Clearwater reserves the right to waive any informalities or to accept or reject any or
all bids in part or in total and award the contract in the best interest of the City.
:
Date:
1 Item # 6
Attachment number 1 \nPage 7
SECTION 00100
INSTRUCTIONS TO BIDDERS
00100.01 QUALIFICATIONS OF BIDDERS
Bidders shall have successfully completed two (2) contracts for similar replacement work in an
amount not less than one hundred per centum (100%) of the amount of the proposal contract
during the past three years.
Bidders shall have received Contract Documents from the Engineer. The Owner may make such
investigations as he deems necessary to determine the ability of the bidder to perform the work,
and the bidder shall furnish to the Owner any additional information and financial data for this
purpose as the Owner may require. The data shall include a detailed and up-to-date list of
equipment the bidder proposes to use, indicating which portions he already possesses and a
detailed description of the method and program of the work he proposes to follow.
If such an investigation fails to satisfy the Engineer or Owner that the bidder is properly qualified
to complete the work described in the drawings and specifications or to meet the financial
obligations of such a contract, the bid may be rejected. In the event the bidder fails, refuses, or
neglects to submit the requested additional information within ten (10) days of the date of any
request for submission, the bidder's proposal guarantee shall be forfeited to the use of the Owner,
not as a penalty, but as liquidated damages.
00100.02 BIDDER'S RESPONSIBILITY
Each bidder shall familiarize himself with all the attached forms, Instructions, General
Provisions, Specifications, Drawings, etc., as he will be held responsible to fully comply
therewith. Each bidder must visit the site of the proposed work and thoroughly acquaint himself
with conditions affecting the work, all utilities in existence to which connections are to be made,
all other requirements of the contract, and obtain all information necessary for completion of the
work on or before the date specified. Each bidder shall also make himself familiar with all
Federal, State, Local and Municipallaws, ordinances, rules and regulations which in any manner
affect the work, those engaged or employed in the work, or the materials or equipment used in or
upon the work If the bidder or Contractor shall discover any provision in the plan, specification,
or other contract documents which is contrary to, or inconsistent with, any such law, ordinance,
rule, or regulation, he shall immediately report it to the Engineer in writing. The Contractor shall
not at any time after the execution of his contract set up any claims whatever based upon
insufficient data or incorrectly assuming conditions, nor shall he claim any misunderstanding in
regard to the nature, conditions or character of the work to be done under the contract, and he
shall assume all risks resulting from any changes in the conditions which may occur during the
progress of this work.
I[�'ii�:��
Attachment number 1 \nPage 8
00100.03 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.
00100.04 OMISSIONS AND DISCREPANCIES
Should a bidder find discrepancies in, or omissions from the drawings or other Contract
Documents, or should he be in doubt as to their meaning, he should at once notify the Engineer.
All notice of omissions or discrepancies or request for clarification must be forwarded to the
Engineer in writing not less than six (6) days before the advertised date of the opening of bids.
Such clarification and corrections as are necessary will be issued in the form of an Addendum to
the Contract Documents and will be forwarded to all prospective bidders. Any Addendum so
prepared and forwarded shall be a part of the Contract Documents. Neither the Engineer nor the
Owner will be responsible for any other explanation or clarification of the Contract Documents.
00100.05 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.
3 Item # 6
Attachment number 1 \nPage 9
00100.06 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.
00100.07 SAMPLE OF MATERIALS
Before any contract is awarded, the bidder may be required to furnish a complete statement of
the origin, composition and manufacture of any or all materials to be used in the work, together
with samples, which samples may be subjected to the tests provided for in these specifications to
determine their quality and conformity to the plans and specifications.
00100.08 PROPOSAL FORM
All bids must be submitted on photocopies of the proposal form bound within these
specifications. No proposal will be considered which is submitted otherwise than on the prepared
proposal form and in the designated manner. The blank spaces in the proposal shall be filled in
correctly where indicated for each and every item for which a description is given, and the bidder
must state the prices for which he proposes to do each part of the work contemplated, and the
total amount for all the parts included in any or all of the combinations of the work In case of
discrepancy, the written words or "Unit Price", where stated, shall be considered as being the bid
price. The bidder shall sign his proposal correctly. If the proposal is made by an individual in
addition to his signature his post office address must be shown; if made by a firm or partnership,
the post office address of each member of the firm or partnership; if made by a corporation, the
person signing the proposal must be President or Vice-President of the corporation. No proposal
will be considered which is not based upon the complete plans and specifications, or which
contains any qualifying letter or written memorandum not permitted in these specifications, or
which is not properly made out and signed in writing by the bidder. The proposal shall be
submitted in a sealed envelope bearing the name of the Contractor and describing the project for
which the proposal is being submitted. Proposals will be accepted by registered mail, and then
only if the proposal is enclosed in another sealed envelope contained within the mailing envelope
and is delivered to the Owner prior to the time established for opening bids.
4 Item # 6
Attachment number 1 \nPage 1i
00100.09 WITHDRAWAL OF PROPOSALS
Bidders will be given permission to withdraw any proposal after it has been received by the
Owner, provided the bidder, or his agent duly authorized to act for him, personally appears
before the Owner with a written request prior to the time set for the opening of bids. At the time
set for the opening of proposals the withdrawn proposal will be returned unopened to the bidder.
0010010 BID SECURITY
Each proposal must be accompanied by the bidder's bid bond or certified check made payable to
the Owner in the amount specified in the proposal form, which sum will serve as bid security and
will be forfeited to the Owner as liquidated damages in the event an award is made and the
contract and bonds are not promptly and properly executed as required in the specifications. All
certified checks, except those accompanying the two lowest bids, will be returned by certified
mail to the unsuccessful bidders within seven (7) days after the date of the bid opening. (If the
signing of the contract be deferred for a period exceeding two (2) weeks, and the second low
bidder desires to substitute a bid bond for his certified check and the bid bond fully guarantees
his bid, he shall be permitted to do so). The certified checks accompanying the two low bids will
be returned within three (3) days after the Owner and the successful bidder have executed the
contract. In the event no contract award is made within the time limit specified, each certified
check or bid bond will be returned upon the demand of the bidder.
00100.11 OPENING OF PROPOSALS
All proposals will be publicly opened and read, on the date, at the place and commencing at the
time stated in the advertisement. Bidders or their authorized agents should be present. The
Owner reserves the right to reject any or all bids or parts thereof. Proposals may be rejected if
they show any omissions, alterations of form, additions or deductions not called for, conditional
or uninvited alternate bids, or irregularities of any kind. Proposals in which the prices are
unbalanced may be rejected. The Owner reserves the right to accept the bid that will best serve
his interests.
0010012 METHOD OF AWARD
Bids will be compared on the basis of the total costs of estimated quantities established in the
proposal form, constructed at the unit or lump sum prices bid for the various items listed. The
contract will be awarded to that responsible bidder whose proposal totals the lowest number of
dollars for a complete installation.
s Item # 6
Attachment number 1 \nPage 1
The successful bidder will be officially notified in writing by the Owner of the acceptance of his
proposal and award of contract. This notification will be made within the time limit set up in the
contract documents.
0010013 EXECUTION OF CONTRACT
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 to substitute for the bid security, a surety performance and payment
bond in the amount of thirty per centum (30%) of the contract price of the work, 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 execution of all work All bonds and insurance
shall be issued by companies authorized to transact business in the State of Florida.
If the lowest responsible bidder to whom the contract is awarded fails to give bonds or execute
the contract within the time specified, the amount of the proposal guarantee shall be forfeited to
the Owner, not as a penalty but as liquidated damages.
00100.14 TIME OF COMPLETION
The successful Contractor shall commence work under his contract on a date to be specified in a
written order from the Owner or his authorized representative, which order will also establish the
completion date in accordance with the total number of consecutive calendar days established as
a working period in the proposal. The Contractor shall have at least two (2) weeks notice of this
commencement date and shall fully complete the work described in these plans and
specifications on, or prior to, the completion date.
If the Contractor fails to commence work within seven (7) days of the announcement of the
official starting date, this shall be just cause for the annulment of the contract.
0010015 LIQUIDATED DAMAGES
Should the Contractor fail to complete his work on or before the expiration of the date set for
completion or as provided in the Contract Documents covering extension of time, then the
Owner may retain as liquidated damages the amount established in the proposal form, which
amount is agreed upon as the costs which the Owner will sustain per diem by the failure of the
Contractor to complete the work at the time stipulated and the sum is not to be construed as in
any sense a penalty.
6 Item # 6
Attachment number 1 \nPage 1;
00100.16 EXTENSIONS OF TIME
If the Contractor shall be delayed at any time in the progress of the work by any cause beyond
the Contractor's control and without his fault or negligence, including but not restricted to any
act or neglect of the Owner, or of his employees, or by any other contractor employed by the
Owner, or by changes ordered in the work, acts of God or of the public enemy, fires, floods,
epidemics, quarantines, strikes, lockouts, riots, civil commotions or freight embargoes or by
delay authorized by the Owner, or by any cause which the Owner shall decide to justify the
delay, then the time of completion shall be extended for such reasonable time as the Owner shall
decide. No such extensions of time shall be deemed a waiver by the Owner of its right to
terminate the contract for abandonment or delay by the Contractor as herein provided or relieve
the Contractor from full responsibility for performance of his obligations hereunder.
The Owner shall determine the number of calendar days, if any, that the Contractor is in default
in completing the work to be done under this contract. The decision of the Owner shall be final
in the case and shall be binding and conclusive upon all parties to the contract.
0010017 CERTIFICATE OF INSURANCE
The successful bidder shall submit certificates or other documentary evidence to the Owner for
approval, covering Workmen's Compensation Insurance, Public Liability, Property Damage
Insurance, and Special Hazard Insurance, in the amounts specified on the "Summary of
Information to Bidders."
0010018 DETAILED BREAKDOWN SHEET AND SCHEDULE OF PRICES
The successful bidder shall submit, in a mutually acceptable form, a detailed breakdown sheet
and schedule of prices of the proposed construction work Until the Owner approves the
breakdown, the Owner will not be obligated to make any payments to the bidder.
0010019 EXISTING MATERIALS AND EQUIPMENT
All existing materials and equipment not specified for the complete construction of the project,
or shown on the plans to be retained or reused, shall remain the property of the Owner and shall
be placed on the project site as the Owner may direct.
00100.20 QUALIFICATIONS OF BIDDERS
In addition to qualifications previously set forth in these specifications, no bid will be considered
unless the bidder, whether resident or non-resident of Florida, is properly qualified to submit a
proposal for this construction in accordance with all applicable laws of the Municipality, County,
and the State of Florida.
� Item # 6
Attachment number 1 \nPage 1;
00100.21 STANDARDS
This project shall be completed in accordance with these specifications unless noted or otherwise
directed by the Owner or his authorized representative. The decision of the Owner in
interpreting these specifications shall be final.
I[�'ii�:��
Attachment number 1 \nPage 1�
SECTION 00140
SUMMARY OF INFORMATION TO BIDDERS
00140.01 - OBTAINING PLANS AND SPECIFICATIONS
A complete set of bidding documents may be obtained at the office of City of Clearwater,
Purchasing Department, 100 South Myrtle Avenue, Clearwater, Florida 33756. Also, these
documents may be downloaded off the City of Clearwater website at
htt�://www.mvclearwater.com/a�s20/city�roj ects/invitationtobid.as�x
00140.02 - OWNER
The Owner for this project is the City of Clearwater (d/b/a Clearwater Gas System), 400 North
Myrtle Avenue, Clearwater, Florida 33755
00140.03 - CONTRACT
The contract is entitled "Replacement of Antiquated Gas Mains, Service Lines, Gas Meters and
Piping Connections to Customer House Piping and Reestablishment of Gas Service at Various
Locations"
00140.04 - BID SECURITY
Each Bidder must deposit with his bid a bid bond in the amount of ten percent (10%) of the bid
total, made payable to the City of Clearwater. All bids may be held for a period of 60 days after
receipt. �
00140.05 - TIME OF COMPLETION
The time of completion for this contract: 12 months from contract execution
00140.06 - INSURANCE REQUIREMENTS
The insurance requirements for this contract include but are not limited to the following:
Liabilitv Insurance. The following Liability Insurance shall be provided, paid for, and
maintained during the entire contract period:
Comprehensive General Liability and Auto Liability Insurance on an "occurrence" basis
in an amount not less than $1,000,000 combined single limit Bodily Injury and Property
Damage Liability Insurance.
9 Item # 6
Attachment number 1 \nPage 1;
Worker's Compensation Insurance applicable to its employees, if any, for statutory
coverage limits in compliance with Florida Law.
Professional Liability/Malpractice/Errors or Omissions Insurance, as appropriate for the
type of business engaged in by the vendor, shall be purchased and maintained by the
vendor with minimum limits of $500,000 per occurrence.
Additional Insured. The City is to be specifically included as an additional insured on all
Liability Insurance coverage described above.
Notice of Cancellation or Restriction. All Insurance policies must be endorsed and provided to
the City with thirty (30) days notice of cancellation or restriction.
Certificates of Insurance/Certified Co�ies of Policies. The contractor shall provide the City with
a certificate or certificates of insurance showing the existence of the coverage described above.
The contractor shall maintain this coverage with a current certificate or certificates of insurance
throughout the term of the contract with the City. When specifically requested by the City in
writing, the contractor wi11 provide the City with certified copies of all policies of insurance as
required above. New certificates and new certified copies of policies shall be provided to the
City whenever any policy is renewed, or obtained from other insurers. The certified copies will
be provided to:
City of Clearwater
Attention: City Clerk
P.O. Box 4748
Clearwater, Florida 34618-4748
The contractor shall defend, indemnify, save and hold the City harmless from any and all claims,
suits, judgments and liability for death, personal injury, bodily injury, or property damage arising
directly or indirectly from any performance under this contract, or a subsequent purchase order
entered into by the City and the contractor, its employees, subcontractors, or assigns, including
legal fees, court costs, or other legal expenses. The contractor acknowledges that it is solely
responsible for complying with the terms of this contract or purchase order. In addition, the
contractor shall, at its expense, secure and provide to the City, when requested all insurance
coverage in this contract.
Any party providing services or products to the City will be expected to enter into a written
agreement, contract, or purchase order that incorporates, either in writing or by reference, all of
the pertinent provisions relating to insurance requirements as contained herein. A failure to do
so may, at the sole option of the City, disqualify any contractor, bidder or provider of services
and/or products to the City.
Zo Item # 6
Attachment number 1 \nPage 1i
00140.07 - SCOPE OF WORK
In general, the replacement work will consist of approximately sixty (60) miles of antiquated gas
mains located within five (5) distinct geographic areas, which are defined below and shown in
more detail in Appendix A. The term "antiquated" represents all uncoated steel gas mains and
service lines, to include cast iron, that are currently serving customers within the Clearwater Gas
System service territory. The bidder who is awarded the annual contract will perform
replacement work schedule in the order listed below:
L WEST (12 miles) — Downtown Clearwater
2. GATEWAY (10.4 miles) — Entrance to downtown Clearwater
3. EAST (10.5 miles) — Eastern most sections of Clearwater
4. NORTH (13.7 miles) — All areas located north of Clearwater
5. BELLEAIR (12.4 miles) — Generally located within the Town of Belleair
The bidder is expected to replace approximately 12 miles of gas mains per year, which includes
all associated service line, gas meter and piping connections at each customer location.
However, if bidder projects to complete more than the minimum replacement footage (mileage),
their unit price bid should reflect such costs for the projected mileage and not the minimum
requirement.
The work to be performed under this contract sha11 consist of the furnishing of all labor and
equipment necessary to satisfactorily complete the City of Clearwater: "Replacement of
Antiquated Gas Mains, Service Lines, Gas Meters and Piping Connections to Customer House
Piping and Reestablishment of Gas Service at Various Locations", including written logs, as-
built drawing of gas main and gas service line piping installations and provide all meter/customer
piping connections and required Integrity testing of customer's piping and reestablishment of gas
service in accordance with these plans and specifications. All workmanship shall be fully
guaranteed for a period of one year after date of acceptance by the Owner. All Testin� shall be
naid bv the Contractor. All Professional Survevin� and iob stake out includin� placement
elevations shall be naid bv the Contractor.
11 Item # 6
SECTION 00310
PROPOSAL
TO: City of Clearwater
Attachment number 1 \nPage 1
The following proposal is submitted in accordance with your advertisement inviting proposals to
be received until Februarv 17, 2012 for the construction of "Replacement of Antiquated Gas
Mains, Service Lines, Gas Meters and Piping Connections to Customer House Piping and
Reestablishment of Gas Service at Various Locations"
Having carefully examined the contract documents together with all addenda or bulletins and
being familiar with the various conditions of the work, the undersigned herein agrees to furnish
all materials required and to perform all labor necessary to satisfactorily construct the
"Replacement of Antiquated Gas Mains, Service Lines, Gas Meters and Piping Connections to
Customer House Piping and Reestablishment of Gas Service at Various Locations" in
accordance with the plans and specifications for the unit prices stated herein.
Accompanying this proposal is a Certified or Cashier's Check or Bid Bond in the amount of ten
percent (10%) of the bid total drawn upon the BANK
and made payable to the City of Clearwater, to serve as bid security.
The undersigned hereby certifies that this proposal is genuine and not sham or collusive, or made
in the interest or in behalf of any person, firm, or corporation not herein named and that the
undersigned has not directly or indirectly induced or solicited any other bidder to submit a sham
bid, or any other person, firm or corporation to refrain from bidding, and that the undersigned
has not in any manner sought by collusion to secure for himself an advantage over any other
bidder.
The undersigned Bidder agrees to accept the unit prices as full compensation for work
performed.
ACKNOWLEDGMENT is hereby made of receipt of the following ADDENDA issued during
the bidding period, if any:
Addendum #1 Dated:
Addendum #2 Dated:
Addendum #3
Dated:
12 Item # 6
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Attachment number 1 \nPage 3;
SECTION 00410
CERTIFIED CHECK, CASH OR BID BOND
(Attach certified check, cash or bid bond here)
2 6 Item # 6
Attachment number 1 \nPage 3i
SECTION 00510
AGREEMENT
THIS AGREEMENT made and entered this 1 st day of April, 2012, by and between the CITY
OF CLEARWATER, FL, a municipal corporation, hereinafter called the "OWNER", and
FLORIDA GAS AND ELECTRIC COPORTATION, hereinafter called the
"CONTRACTOR".
WITNESSETH, That for and in consideration of the payments and agreements to be made and
performed by the Owner, the Contractor, at its own cost and expense and with skill and
diligence, will construct and complete all work shown on the Drawings and described in the
Specifications entitled Replacement of Antiquated Gas Mains, Service Lines, Gas Meters and
Piping Connections to Customer House Piping and Reestablishment of Gas Service at Various
Locations. Bid # 10-12
1. The Contractor shall provide and furnish all labor, materials, necessary tools, expendable
equipment, and all utility and transportation service required to complete the work
provided for in this contract. It is understood and agreed that said labor, materials, tools,
equipment and service shall be furnished and said work performed and completed subject
to the satisfaction of the Owner and subject to the final approval of the Owner and its
authorized representatives. The term of this agreement shall begin April l, 2012 and
terminates March 31, 2013. Any amendment must be in writing and agreed to both
parties.
2. The Contractor agrees to receive the prices stated in the Proposal attached in full
compensation for furnishing material and labor and executing all the work contemplated
in this Contract; the contract amount shall not exceed $1,640,300.00 based on the
estimated quantities in the Bid 10-12. Owner reserves the right to purchase any amount
up to the estimated quantities based on its needs as determined solely by Owner. Owner
and Contractor agree that there are no minimum requirements for purchase in this
Agreement; the Contractor, for such consideration, shall be responsible for all claims,
causes of action, loss or damages arising out of the nature of the work aforesaid or from
any action of the elements; or from any unforeseen obstruction or difficulties which may
be encountered of every description connected with the work, and furnishing the
materials, until their final completion and acceptance.
3. The work on the site is to be commenced when directed by the Owner or his authorized
representative.
4. To prevent disputes, it is agreed by and between the parties to this Contract that the
Owner or his authorized representative shall in all cases determine the quality and
quantity of the several kinds of work and materials which are to be paid for under this
Contract, and he shall determine questions in relation to lines, levels and dimensions of
2 � Item # 6
5
0
7
Attachment number 1 \nPage 3
work The Owner shall determine questions in relation to interpretation of the plans and
specifications.
Payment shall be made in accordance with provisions as outlined elsewhere in these
Contract Documents.
The Contract Documents shall consist of the following all of which are familiar to the
Contractor and which are incorporated herein by reference:
1.
2.
3.
4.
5.
6.
Invitation to Bid
Instructions to Bidders
Summary of Information to Bidders
Bid Forms
Agreement Forms
Bonds and Certificates
7.
8.
9.
10
11
12
General Conditions
Supplementary Conditions
Addenda
General Requirements
Specifications
Contract Drawings
This agreement, together with these documents, form the contract, and they are as fully a
part of the Contract as if hereto attached or herein repeated.
� 8. Contractor shall at all times furnish adequate tools, testing supplies� appliances,
equipment, a sufficient number of properly OQ skilled workmen, and a sufficient amount
of materials and supplies of proper quality to efficiently and promptly prosecute the work
provided for herein and shall promptly pay for all material purchased and shall pay all
workmen each week, and if required by the Owner, shall obtain and furnish Owner
weekly with signed receipts from all workmen showing the date of payment, the amount
paid, number of hours paid for, the days on which said work was performed, the
classification of the labor so paid, and the rate of wage per hour paid and sha11 supply
Owner weekly with two (2) copies of the payroll verified by an affidavit. Contractor
shall, as often as requested by the Owner, furnish a sworn statement showing all parties
who furnished labor or materials to the Contractor, with their names and addresses and
the amount due or to become due each. A like statement may be required from any
subcontractor of the Contractor.
9. Should the Contractor default in any of the provisions of this contract and the Owner
employs an attorney to enforce or construe any provision hereof or to collect damages for
breach of the agreement or to recover on any bonds provided for herein, the Contractor
and/or his surety agree to pay the Owner such reasonable attorney's fees as the Owner
may expend therein. As against the obligations contained herein, the Contractor and his
surety waive all rights of exemption.
10. The undersigned Contractor agrees that he has carefully inspected all contract documents
and is familiar with the same, and agrees that he is responsible for having heretofore
examined the site, the location and route of all proposed work, and for having satisfied
himself as to the character of said route, the location of surface and underground
obstructions and nature thereof, the nature of the ground water table conditions and other
physical characteristics of the work and the work site in order that he may include in the
2 8 Item # 6
11
Attachment number 1 \nPage 3�
price which he has bid and the price of this contract all costs pertaining to the work, and
the contract price is based upon these inspections and examinations.
This contract shall not be construed for or against any party because that party wrote it.
12. The Contractor and the Owner for themselves, their heirs, executors, administrators,
successors, and assigns, hereby agree to the full performance of the covenants herein
contained.
IN WITNESS WHEREOF THEY HAVE EXECUTED THIS AGREEMENT.
(CONTRACTOR SEAL)
Countersigned:
George N. Cretekos
Mayor
APPROVED AS TO
FORM:
Laura Mahony
Assistant City Attorney
FOR THE CONTRACTOR
:
Name:
Title:
Witness for the Contractor
CITY OF CLEARWATER, FLORIDA
By:
William B. Horne, II
City Manager
ATTEST:
By:
Rosemary Call
City Clerk
2 9 Item # 6
SECTION 00520
CONTRACTOR'S AFFIDAVIT
STATE OF FLORIDA
COUNTY OF
Attachment number 1 \nPage 3!
Before me, the undersigned, a Notary Public, duly commissioned, qualified and acting in and for
said County and State personally appeared
(Individual, Partner, or duly authorized representative of Corporate Contractor) who being duly
sworn according to law deposes and says that all labor, material and outstanding claims and
indebtedness of whatever nature arising out of the performance of the contract of the
(Owner) with
(Contractor) have been paid in full.
(Individual, Partner, or duly authorized representative of Corporate Contractor)
Sworn to and subscribed before me this _ day of , 201_.
Notary Public
SEAL
Commission expires:
3o Item # 6
Attachment number 1 \nPage 4i
SECTION 00530
CONTRACTOR'S RELEASE
KNOW ALL MEN BY THESE PRESENTS that ,
a Contractor in the County of and State of , do hereby
acknowledge that (Contractor) this day has had and received of and
from the City of Clearwater, the sum of One Dollar and other valuable consideration in full
satisfaction and payment of all sums of money owing, payable and belonging to
(Contractor) by any means whatsoever, for on account of a certain agreement between the said
City of Clearwater and
(Contractor) dated.
NOW THEREFORE, the said (Contractor)(for myself, my heirs,
executors and administrators)(for itself, its successors and assigns) do by these presents remise,
release, quitclaim and forever discharge the said City of Clearwater, its successors and assigns,
of and from all claims and demands arising from or in connection with the said agreement dated
, and of and from all, and all manner of action and actions, cause
and causes of action and actions, suits, debts, dues, sums and sums of money, accounts,
reckonings, bonds, bills, specialties, covenants, contracts, agreements, promises, variances,
damages, judgments, extents, executions, claims and demand, whatsoever in law or equity, or
otherwise which against the said City of Clearwater, its successors or assigns, the Contractor, its
heirs, successors and assigns ever had, now have, or which (I, my heirs, executors, or
administrators)(it, its successors and assigns) hereafter can, shall or may have, for, upon or by
reason of any matter cause or thing whatsoever, from the beginning of the world to the date of
these presents.
IN WITNESS WHEREOF,
presents to be duly executed the _ day of
Signed, Sealed and Delivered in the presence of:
ATTEST:
(5ecretar�)
AFFIX CORPORATE SEAL,
if a corporation
(Contractor) has caused these
201
(SEAL)
(Individual Contractor)
(SEAL)
(Partnership Contractor)
By (SEAL)
(Partner)
:
(Corporation)
(President or Vice President)
31 Item # 6
Attachment number 1 \nPage 4
SECTION 00540
STATEMENT OF SURETY COMPANY
In accordance with the provisions of the contract dated between the City
of Clearwater, Owner of and (Contractor) of
, the (Surety) surety on the bond of
(Contractor) after a careful examination of the books and records of said Contractor or after
receipt of an affidavit from Contractor, which examination or affidavit satisfies this company
that all claims for labor and materials have been satisfactorily settled, hereby approves of final
payment of the said (Contractor), Contractor, and by these
presents witnesseth that payment to the Contractor of the final estimates shall not relieve the
Surety Company of any of its obligations to the by the said Surety
Company's Bond.
IN WITNESSETH WHEREOF, the said Surety Company has hereunto set its hand and seal this
day of , 201_.
ATTEST:
SEAL By
(President, Vice President)
Note: This statement, if executed by any person other than the President or
Vice President of the Company, must be accompanied by a certificate of even
date showing authority conferred upon the person so signing to execute such
instruments on behalf of the Company represented.
32 Item # 6
Attachment number 1 \nPage 4;
SECTION 00610
PERFORMANCE - PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: That we , a
Corporation (Corporation-Partnership-Sole Proprietor, Etc.), hereinafter called "Principal" and
(Surety) of , State of Florida, hereinafter
called the "Surety," are held and firmly bound unto the , hereinafter called
"Owner" in the penal sum of Dollars, in lawful money of the United
States for the payment of which sum will and truly be made, we bind ourselves, our heirs,
executors, administrators, and successors, jointly and severally firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the Owner, dated the day of , 201_, a copy of
which is attached hereto and made a part hereof for the construction of:
Replacement of Antiquated Gas Mains, Service Lines, Gas Meters and Piping Connections
to Customer House Piping and Reestablishment of Gas Service at Various Locations
NOW. THEREFORE, if the Principal shall, truly and faithfully perform its duties, all the
undertakings, covenants, terms, conditions and agreements of said contract during the original
term thereof, and any extensions thereof which may be granted by the Owner, with or without
notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract,
and shall fully indemnify and save harmless the Owner from all costs and damages which it may
suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and
expense which the Owner may incur in making good any default, and shall promptly make
payment to all persons, firms, subcontractors, and corporations furnishing materials for or
performing labor in the prosecution of the work provided for in such contract, and any authorized
extension or modification thereof, including all amounts due for materials, lubricants, oil,
gasoline, repairs on machinery, equipment and tools, consumed or used in connection with the
construction of such work, and all insurance premiums on said work, and for all labor, performed
in such work whether by subcontractor or otherwise, then this obligation shall be void; otherwise
to remain in fu11 force and effect.
PROVIDED, FURTHER, that the said Surety, for the value received hereby stipulates and agrees
that no change, extension of time, alterations or additions to the terms of the contract or to the
work to be performed hereunder or the specifications accompanying the same shall in anyway
affect its obligation on this bond, and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the contract or to the work or to the specifications.
33 Item # 6
Attachment number 1 \nPage 4;
PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, the said Principal and Surety have duly executed this instrument
under seal in counterparts, each one of which shall be deemed an original, this the day
of _, 201 .
ATTEST:
(Principal) Secretary
(SEAL)
(Witness as to Principal)
(Address)
(City/State/Zip)
ATTEST:
(Surety)
(SEAL)
(Principal)
By
(Address)
(City/State/Zip)
(Surety)
I�
(Address)
(Witness as to Surety)
(Address)
(City/State/Zip)
Note: Date of Bond must not be prior to date of Contract.
34 Item # 6
Attachment number 1 \nPage 4�
SECTION 00620
CERTIFICATE OF INSURANCE
(Attach insurance certificates here)
35 Item # 6
SECTION 00700
GENERAL CONDITIONS
00700.01 DEFINITIONS
Attachment number 1 \nPage 4;
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 essence 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.
36 Item # 6
Attachment number 1 \nPage 4i
00700.02 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.
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 sha11 carry out such instructions as if
originally specified.
00700.03 OBLIGATIONS OF CONTRACTOR
The Contractor shall, at his own cost and expense unless otherwise specified, furnish all the
necessary materials, labor, supervision, superintendent, tools and appliances, and shall construct,
finish, test and purge 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 contained,
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
3� Item # 6
Attachment number 1 \nPage 4
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.
00700.04 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
00700.05 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 his 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.
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.
00700.06 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
38 Item # 6
Attachment number 1 \nPage 4�
signing of the Contract and the plans, and to substitute for the bid security, a surety
performance-payment bond in the amount of thirty per centrum (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 a11 work All
bonds and insurance shall be issued by companies authorized to transact business in the State of
Florida and acceptable to the Owner.
00700.07 ADDITIONAL OR SUBSTITUTE BOND
If at any time the Owner shall be or become dissatisfied with any Surety or Sureties then upon
the Performance, Maintenance, Material and Labor Bond, or if for any reason such Bonds shall
cease to be adequate security to the Owner, the Contractor shall, within five (5) days after notice
from the Owner to do so, substitute an acceptable bond or bonds in such form and sum and
signed by such other Sureties as may be satisfactory to the Owner. The premium on such Bond
or Bonds shall be paid for by the Contractor. No further payments shall be deemed due nor shall
be made until the new Sureties have qualified.
00700.08 INSURANCE
A: General
The Contractor shall not commence work under this contract until he has obtained all insurance
required, as specified on the "Summary of Information to Bidders," submitted certificates for this
insurance, and such insurance has been approved by the Owner; nor shall the Contractor allow
any subcontractor to commence work on his subcontract until all similar insurance required of
the subcontractor has been so obtained and approved. The Owner, however, may accept
insurance covering a subcontractor in character and amounts less than the standard requirements
because of the character or the extent of the work to be performed by such subcontractor, such
acceptance by the Owner must be expressly stated in writing.
B: Worker's Compensation
The Contractor shall take out and maintain during the life of this contract adequate Worker's
Compensation Insurance for all his employees employed at the site of the project and in case any
work is sublet, the Contractor shall require the subcontractor similarly to provide Worker's
Compensation Insurance for the latter's employees, unless such employees are covered by the
protection afforded by the Contractor. Coverage shall include Employer's Liability, Voluntary
Compensation and U.S. Longshoremen's and Harbor Workers Act Coverage where applicable.
The Contractor shall, at all times, indemnify and save harmless the Owner and the Engineer, of
and from all claims for Worker's Compensation which may be made by any of the employees of
the Contractor or by any of the employees of any subcontractor to whom the Contractor may
have let the performance of any part of the work embraced by this Contract and the Contractor
will appear for and defend the Owner and Engineer against any and all such claims.
39 Item # 6
Attachment number 1 \nPage 4!
C: Public Liability and Property Damage
Each Contractor shall take out and maintain during the life of the Contract such Public Liability
and Property Damage Insurance as shall protect the Owner, the Engineer, the Contractor, and
any subcontractor performing work covered by this Contract from claims for damages for
personal injury, including wrongful death, as well as from claims for property damages, which
may arise from performance related to this contract, whether such performance be by himself or
by any subcontractor or any person directly or indirectly employed on the project.
D: Fire Insurance
The Contractor shall, from commencement of the Contract and until final acceptance by the
Owner upon completion of the entire contract, maintain insurance on all insurable items of the
work included in the Contract against loss or damage by fire or lightning and those periods
covered by the extended coverage endorsement. This insurance shall be listed in the names of the
Owner; Trustee; Contractor; and his subcontractors as their respective interests may appear, in
such amounts as sha11 fully protect the interests of the Owner; Trustee; Contractor; or any of his
subcontractors.
The risk of loss or damage to the construction work due to the perils covered by the said fire
policy with extended coverage, as well as any other hazards which might result in damage to the
construction work, is that of the Contractor and Surety, and no claims for extra money by the
Contractor for such loss or damage shall be recognized by the Owner nor will such loss or
damage excuse the complete and satisfactory performance of the Contract by the Contractor.
E: Special Hazards
Special hazards, if there is a possibility of such hazards existing in the work contemplated, shall
be covered by rider or riders to the policy or policies. Specific customer appliance or system
damage or two such possible hazards are blasting and environmental damage.
00700.09 PROOF OF INSURANCE
Contractor sha11, prior to executing the Contract, deliver to the Owner, proper evidence of
carriage of the insurance required by this Contract. Certificates will be acceptable proof of
public liability, property damage and Worker's Compensation Insurance. An original policy of
fire insurance must be submitted to the Owner as soon as an insurable interest exists.
0070010 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
4 o Item # 6
Attachment number 1 \nPage 5i
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.
0070011 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.
0070012 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, 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 a11 their officers, agents, and employees, from all suits or actions at law of any kind
whatsoever in connection with 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.
0070013 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 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
41 Item # 6
Attachment number 1 \nPage 5
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 comply 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.
0070014 PATENT RIGHTS
The Contractor shall obtain all necessary consents and shall pay all royalties, licenses, and fees
for the use of any patented invention, articles, composition or process in the work done or the
materials furnished, or any part thereof embraced in this Contract. The Contractor shall be
responsible for any claims made against the Owner, its agents and employees for any actual or
alleged infringement of patents by the use of any patented articles, appliances, etc., in the
construction and completion of the work, and shall save harmless and indemnify the Owner, its
agents and employees from all costs, expenses, and damages, including attorney's fees which the
Owner may be obliged to pay by reason of any actual or alleged infringements of patents used in
the construction and completion of the work herein specified.
0070015 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.
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.
42 Item # 6
Attachment number 1 \nPage 5;
0070016 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 based 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 in the required discipline of installing gas mains,
services and underground customer piping systems.
0070017 DIMENSIONS AND ELEVATIONS
Figured dimensions on drawings shall take precedence over the measurements by scale, and
detailed working drawings are to take precedence over general drawings and shall be considered
as explanatory of them. In case of conflict between dimensions or scales the Engineer shall make
all necessary final clarifications.
0070018 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 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 requirements 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 shop drawings, they shall be
43 Item # 6
Attachment number 1 \nPage 5;
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 approved 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 sha11 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.
0070019 DRAWINGS AND SPECIFICATIONS FURNISHED TO CONTRACTORS
The successful General Contractor shall be entitled to receive from the Owner six (6) free sets of
Contract drawings and specifications.
00700.20 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 anticipated 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 of 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 and Senior
Account.
44 Item # 6
Attachment number 1 \nPage 5�
00700.21 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
Contractor sha11 at all times have an OQ competent superintendent, 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 a11 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
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. Privies shall have incorporated therein metal containers
which shall be tightly closed and all waste shall be transported away from the site of the work
and disposed of properly.
45 Item # 6
Attachment number 1 \nPage 5;
Any instructions, directions, or orders 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.
00700.22 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.
00700.23 AUTHORITY OF ENGINEER
The supervision of the execution of this contract is vested wholly in the Contractor. In the event
the Owner has engaged the Engineer to represent him during the construction phase the order,
instructions, directions, or requests of the Owner are to be given through the Engineer. The
Engineer shall transmit them promptly to the Contractor as coming from the Owner and
originating in the Owner. The Contractor shall designate a representative to receive such
instructions, directions or requests in his absence, and failing to do so, will be held responsible
for the execution of them.
The Owner shall have the sole authority to suspend the work wholly or in part for such period or
periods as may be deemed necessary due to failure on the part of the Contractor to carry out
orders given to perform any or all provisions of the contract. The Contractor shall not suspend
the work and shall not remove any equipment, tools, lumber or other materials without the
written permission of the Owner. The Engineer has no responsibility regarding the Contractor's
safe prosecution of the work or his compliance with any applicable safety codes or regulations.
00700.24 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 sha11 afford
him all necessary facilities and assistance for so doing. The contractor shall furnish to CGS a
daily work schedule and list of 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
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
4 6 Item # 6
Attachment number 1 \nPage 5i
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 experienced 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 accordance 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.
00700.25 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 thereof 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
4 � Item # 6
Attachment number 1 \nPage 5
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 to do
so. Failure by the Engineer or by any project representative or other representative of the Owner
engaged in on-the-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.
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 Contractor'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.
00700.26 PROTECTION OF WORK AND PROPERTY
The Contractor shall continuously maintain adequate protection of a11 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 adequately
protect adjacent property as provided by law and the Contract Documents. He shall provide and
4 8 Item # 6
Attachment number 1 \nPage 5�
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 a11 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
said work shall be considered as having been included in the unit prices submitted for the several
items of the work to be done under this contract.
00700.27 USE OF COMPLETED PORTIONS
The Owner sha11 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.
00700.28 THE OWNER'S RIGHT TO DO WORK
If the Contractor should neglect to prosecute the work properly or fail to perform any provision
of this contract, the Owner, after three days' written notice to the Contractor may, without
prejudice to any other remedy he may have, make good such deficiencies and may deduct the
cost thereof from the payment then or thereafter due the Contractor.
4 9 Item # 6
Attachment number 1 \nPage 5!
00700.29 ALTERATION OF PLANS
The Engineer reserves the right to make such alterations in the plans or in the character of the
work as may be considered necessary or desirable from time to time to complete fully the
construction of the work, provided such alterations do not change materially the original plans
and specifications, and such alterations shall not be considered as a waiver of any condition of
the contract nor to invalidate any of the provisions thereof.
No alterations in the plans or in the character of the work shall be made without the previous
written approval of the Engineer and/or Inspector.
00700.30 UNAUTHORIZED WORK
Work done without lines and grades being given, and gas pipe installed shallow or contrary to
code requirements, and work done beyond the lines and grades shown on the plans or as given,
except as herein provided, or any extra work done without written authority, will be considered
as unauthorized and at the expense of the Contractor and will not be accepted or paid for by the
Owner. The Owner may order that work so done be removed and replaced at the Contractor's
expense.
00700.31 CLAIMS FOR EXTRA COST
If the Contractor claims that any instructions by drawings or otherwise involves extra cost under
this contract, he shall give the Owner written notice thereof within a reasonable time after the
receipt of such instructions, and in any event before proceeding to execute the work, except in
emergency endangering life or property, and the procedure sha11 then be as provided for changes
in the work No such claim shall be valid unless so made.
00700.32 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 such 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.
so Item # 6
Attachment number 1 \nPage 6i
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
wi11 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 the
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.
00700.33 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.
00700.34 SUSPENSION OF WORK
The Owner shall have the right to suspend the whole or any part of the work, when, in the
opinion of the Owner, the Contractor is not doing the work in accordance with the provisions of
the contract and specifications.
If, in the judgment of the representatives of the Owner, the Contractor is taking undue risk of
damage to any part of the construction by proceeding with the work during unfavorable weather
or other conditions, then the Owner shall immediately verbally notify the Contractor or his
representatives on the site confirming the same in writing. The Owner may thereupon suspend
the work temporarily, either wholly or in part for such periods as may be necessary on account of
51 Item # 6
Attachment number 1 \nPage 6
conditions unfavorable for the safe and proper prosecution of the work In case of such
suspension, a proper extension of time may be required by the Contractor but, regardless whether
it is granted or not, no allowance will be made of the Contractor for any expense resulting there
from. The Owner shall not be liable to the Contractor in any manner for any expenses, damages,
loss of profits, anticipated or otherwise, or any other charges whatsoever arising out of a
suspension in the work of either this Contractor or any Contractor engaged on this project. It
shall be clearly understood that the failure of the Owner to so advise shall not relieve the
Contractor of his responsibility for compliance with the conditions of the contract.
Should the Contractor fail to comply with any orders of the Owner relative to any particular parts
of the work, the Owner shall have the right to suspend the work on any or all parts until its orders
respecting the particular parts are complied with. In case of such suspension, which shall be
considered due to the fault of the Contractor, no extension of time shall be given and no
allowance will be made for the expense of the Contractor on account of idle equipment or forces
during the terms of such suspension.
00700.35 DEFECTIVE WORK OR MATERIALS
If at any time any materials or workmanship should be discovered which do not comply with the
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 Contractor's expense. Any work or
materials condemned by the Owner as unsuitable or improperly done shall be removed and
repaired or otherwise remedied, 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 Contractor, and if he refuses or neglects
to provide the necessary monies they shall be provided by his Surety.
00700.36 ABANDONMENT OF WORK
Should the Contractor abandon, or in any manner fail to complete the work, the Owner is hereby
authorized and empowered to pay any workmen who may have been employed by the
Contractor, for work done, and to pay any claims against the Contractor for material furnished,
out of any funds that would otherwise be due or become due the Contractor under this Contract,
and in every such case the Owner is hereby authorized and empowered to ascertain the amount
or amounts so due or owning to the workmen, or for materials so furnished; and the amount or
52 Item # 6
Attachment number 1 \nPage 6;
amounts so found to be due and payable, shall be final and conclusive against the Contractor, and
may thereafter be paid by the Owner to said labor, or to liquidated claims for materials furnished;
and any partial or final payment may be withheld from the Contractor until all such claims for
labor or material on his Contract have been satisfied.
00700.37 FORFEITURE OF CONTRACT
The Owner, at any time during the continuance of the contract for the work herein provided for,
and prior to the date of acceptance of the work as hereinafter provided, shall have the right and
power to declare the whole or any part of the same forfeited for the violation of any of the
conditions, terms, requirements, or limitations herein contained, or if the performance of the
Contract is unnecessarily or unreasonable delayed, or if the Contractor is not progressing with
the work as fast as is necessary to insure its completion within the time specified and as required
by his Contract, or if the Contractor is showing bad faith in carrying out the Contract, or if the
work not be fully completed within the fixed time in this Contract for its completion, or within
the time to which such completion may be extended as hereinafter provided, or further, if the
Contractor shall fail to or refuse to remedy or repair defective work or materials when so ordered
as herein provided. If the Owner shall declare the said contract forfeited, in whole or in any
particular, such declaration of forfeiture shall in no way relieve or affect the liability of the
Contractor and his Sureties for breach of any of the covenants and conditions of said Contract.
00700.38 THE OWNER'S RIGHT TO TERMINATE CONTRACT
If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for
the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or
if he should persistently or repeatedly refuse or should fail to supply enough properly skilled
workmen or proper materials, or if he should fail to make prompt payment to subcontractors for
material or labor, or persistently disregard laws, ordinances or the instructions of the Owner, or
otherwise be guilty of a substantial violation of any provision of the Contract, then the Owner,
upon determining that sufficient cause exists to justify such action, may, without prejudice to any
other right or remedy and after giving the Contractor seven (7) days' written notice, terminate the
employment of the Contractor and take possession of the premises and of all materials, tools and
appliances thereon and finish the work by whatever method he may deem expedient. In such case
the Contractor shall not be entitled to receive any further payment until the work is finished. If
the unpaid balance of the Contract price shall exceed the expense of finishing the work,
including compensation for additional managerial and administrative services, such excess shall
be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor or his
Sureties shall pay the difference to the Owner. The expense incurred by the Owner as herein
provided, and the damage incurred through the Contractor's default, shall be certified by the
Engineer.
53 Item # 6
Attachment number 1 \nPage 6;
00700.39 CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
If the work should be stopped under an order of any court, or other public authority, for a period
of three (3) months, through no act or fault of the Contractor or of anyone employed by him, or if
the Owner fails to make timely payments for completed work, then the Contractor may, upon
seven (7) days' written notice to the Owner, stop work or terminate this Contract and recover
from the Owner payment for all work executed and any loss sustained upon any plant or
materials and reasonable profit and damages.
00700.40 NO WAIVER OF CONTRACT
Neither an extension of time, for any reason, beyond the date fixed herein for the completion of
the Contract, nor the delivery and acceptance of any articles or materials, nor any payment for,
nor acceptance of the whole or any part of the work by the Owner, nor any possession taken by
the Owner or its employees or agents, shall be deemed to be a waiver by the Owner of the right
to abrogate this Contract for abandonment or delay or non- performance in the manner herein
provided, nor shall it operate to void or annul any of the terms of this Contract.
00700.41 NO ESTOPPEL
Neither the Owner, nor any agent or officer thereof shall be precluded or estopped by any return
or certificate made or given by the Owner or other officer, agent or appointee of the Owner under
any provision of this agreement at any time, either before or after final approval and acceptance
of the work and final payment therefore, from showing the true and correct amount and character
of the work done and materials furnished by the Contractor or any other person under this
agreement or that any such return, or certificate, is untrue and incorrect or improperly made in
any particular, or that the work and materials, or any part thereof, do not, in fact, conform to the
specifications and Contract Drawings, and the Owner shall not be precluded or estopped
notwithstanding any such return or certificate and payment in accordance therewith, from
demanding and recovering from the Contractor such damages as it may sustain by reason of his
failure to comply with the specification and Contract Drawings.
00700.42 TIME FOR COMPLETION
Work on this Contract shall be commenced on a date specified in a written order of the Owner.
The work shall be carried on with such force and in such manner and order and at such points
that within the time limit designated in the Contract, or as may be modified or extended as
hereinafter provided, and as computed from the date stated in the notice to commence work, the
whole work and its parts shall be performed in accordance with the terms of this Contract.
00700.43 COMPLETION OF WORK DEFINED
54 Item # 6
Attachment number 1 \nPage 6�
The time for the completion of the herein specified work is defined as that state when, in the
opinion of the Owner or his authorized representative, all the work required to be performed
under the terms of the Contract plans, specifications and extra work orders has been completed
and the entire facility including appurtenances is ready for continuous permanent use for the
purpose intended. After this date there may still remain some cleaning up of Contractor's plant or
minor work and/or adjustments, which do not prevent the permanent use of the project.
00700.44 DELAYS AND EXTENSIONS OF TIME
If the Contractor shall be delayed at any time in the progress of the work by any cause beyond
the Contractor's control and without his fault or negligence, including but not restricted to any
act or neglect of the Owner, or of his agents or employees, or by any other Contractor employed
by the Owner, or by changes ordered in the work, acts of God or of the public enemy, fires,
floods, epidemics, quarantines, strikes, lockouts, riots, civil commotions or freight embargoes or
by delay authorized by the Owner, or by any cause which the Owner shall decide to justify the
delay, then the time of completion shall be extended for such reasonable time as the Owner shall
decide. No claim for increased compensation shall be paid for delays.
No such extension sha11 be made for delay occurring more than seven (7) days before claim
therefore is made in writing to the Owner. In the case of a continuing cause of delay, only one
claim is necessary.
00700.45 LIQUIDATED DAMAGES
It is mutually agreed by and between the parties hereto that time is an essential part of this
Contract, and that, if the Contractor shall fail to complete the work or any part thereof within the
time fixed in the Contract, the Owner will suffer damages the amount of which cannot
reasonably be determined at this time, and therefore agree that the Owner may retain as
liquidated damages incident to such delay, from the monies that are or which may become due
said Contractor, such sum per day as specified in the Proposal for each and every calendar day
the completion of the work be delayed beyond the time specified herein for such completion. In
addition to liquidated damages indicated herein, the Contractor will be responsible for additional
costs of construction phase engineering services caused by his failure to complete work within
the time specified.
00700.46 PRICES
The Owner will pay, and the Contractor shall receive, the prices stipulated in the proposal herein
contained or hereto annexed, as full compensation for furnishing all the equipment and materials,
and performing all the labor which may be necessary in the prosecution of the work required to
provide the complete facility as defined in this Contract.
55 Item # 6
Attachment number 1 \nPage 6;
00700.47 PARTIAL ESTIMATES AND PAYMENTS
If the work progresses according to this Contract, the Owner will make partial payments to the
Contractor each month on the basis of a confirmed estimate of the work performed during the
preceding calendar month by the Contractor. Upon such estimate being made and confirmed and
approved by the Owner, the Owner will pay to the Contractor ninety per centum (90%) of the
amount established in such an estimate as the value of the work completed. Such payment shall
be considered, however, only as an advance payment and not as part of the final payment to the
Contractor; and the Owner may at all times reserve and retain out of any or all of the said partial
payments all such sums as it is or may be authorized to reserve or retain.
It is understood and agreed that, should the Owner at any time during the progress of the work
consider the amount withheld on monthly estimates of payment to be in excess of the amount
necessary to complete the work or necessary for the full and ample protection of the Owner, then
the Owner, may reduce the percentage retained to an amount sufficient for the Owner's proper
protection.
No estimates given, nor payments made, shall be conclusive of the performance of the contract
either wholly or in part, and no estimates, payments or certificates of final payment shall be
construed to be an acceptance of inferior or defective work or materials.
00700.48 PAYMENTS WITHHELD
The Owner may withhold or, on account of subsequently discovered evidence, nullify the whole
or a part of any certificate to such extent as may be necessary to protect himself from loss on
account of:
Defective work not remedied.
2. Claims filed or reasonable evidence indicating probable filing of claims.
3. Failure of the Contractor to make payments promptly to subcontractors, or for material,
labor or equipment.
4. A reasonable doubt that the Contract can be completed for the balance, then unpaid.
5. Damage to another Contractor.
6. Failure of Contractor to clean-up or restore the project site or rights-of-way.
7. Insolvency of Contractor.
8. Manifest intent of Contractor not to proceed diligently or to complete this contract.
56 Item # 6
Attachment number 1 \nPage 6i
When the above grounds are removed, payment shall be made for amounts withheld because of
them.
00700.49 LIENS AND FINAL PAYMENTS
Neither the final payment nor any part of the retained percentage shall become due until the
Contractor, if required, shall deliver to the Owner a complete release of all liens arising out of
this Contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so
far as he has knowledge or information the releases and receipts include all the labor and
material for which a lien could be filed; but the Contractor may, if any subcontractor refuses to
furnish a release or receipt in full, furnish a bond satisfactory to the Owner, to indemnify the
Owner against any lien. If any lien remains unsatisfied after all payments are made, the
Contractor sha11 refund to the Owner all monies that the latter may be compelled to pay in
discharging such a lien, including all administrative costs and a reasonable attorney's fee.
The final payment shall not become due and payable until the Contractor shall have furnished the
Owner with satisfactory evidence that all labor, materials, outstanding claims and indebtedness
of whatsoever nature arising out of the performance of the Contract have been paid, and until the
Contractor sha11 have furnished a written statement to such effect executed by Contractor and
Sureties, which will further provide that payment to the Contractor of the final estimate shall not
relieve any Surety of its obligation to the Owner as set forth in the Surety Bonds. Where one or
more claims against the Contractor which are in controversy appear unsatisfied, the Owner shall
have the discretion to direct final payment to be made, or a partial payment to be made from the
retained percentage, should it be determined that the withholding of the entire final payment
would work a hardship on the Contractor or delay the final payments of other Contractors or
subcontractors on the project. In such cases, the Contractor and Sureties shall provide the
evidences and statements required under this paragraph, but shall itemize the claims which
remain unsatisfied, giving the reason therefore, and the statements of the Surety Companies shall
provide that the final payment or partial payment, as the case may be, shall not relieve any
Surety of any obligations to the Owner as set forth in the Surety Bonds. If only partial payment
from the retained percentage is permitted under this paragraph, the final payment shall not be
made until the Contractor shall have furnished satisfactory evidence and a statement from the
Surety that all claims against the Contractor have been paid and that payment to the Contractor
of the contract balance shall not relieve the Surety of any of its obligations to the Owner as
provided in the Surety's Bond.
00700.50 FINAL APPROVAL AND ACCEPTANCE OF THE WORK
Following the completion of this Contract, as such completion is defined in the Specifications
and as soon thereafter as practicable, the Owner, his representative or the Engineer will review
the work and will make a final estimate of the amount and value of work done by the Contractor.
If the said work appears to be satisfactory and appears to be done in accordance with the
provisions and terms of the Contract Documents, the Owner, upon notice of completion from his
s� Item # 6
Attachment number 1 \nPage 6
representative, and within forty-five (45) days after the final estimate of work is made and
confirmed as correct and unpaid and is approved, will pay to the Contractor the full value of the
work done under this Contract less any amounts previously paid and less any advances
whatsoever, and the Owner will certify the work as completed and will accept it. Said acceptance
will, however, be in all events conditional upon the subsequent remedying by the Contractor of
defects in workmanship or materials which may become apparent within a period of one (1) year
(or a longer period as required elsewhere in the Contract Documents) following the date of
acceptance as herein required. In the event the Owner refuses or declines to certify the work as
completed and accepted and make final payment therefore within forty-five (45) days after
notice and certification, the Owner shall immediately set forth in writing to the Contractor the
reasons for such non-acceptance of the work After all valid reasons for non-acceptance have
been removed, the Owner shall execute the final certificate of completion and acceptance and
shall make final payment. The certification of completion and acceptance of the work will be a
prerequisite to final payment hereunder.
All prior estimates and payments, including those relating to extra work, shall be subject to
correction or adjustment by the final cost estimate. Such final payment, however, shall not serve
as a release of the Contractor or of his Sureties from the previously required guarantee against
defects in Contract performance for a period of one (1) year following the date of acceptance of
the work by the Owner.
The acceptance by the Contractor of the final payment, made as aforesaid, shall operate as and
shall be a release to the Owner and to the Engineer and every member and agent of both said
parties from all claims and liabilities to the Contractor for anything done or furnished for, or
relating to the work, or for any act or neglect of the Owner or the Engineer or of any person
relating to or effecting the work, but this final payment shall not relieve the Contractor from his
indemnity, guarantee and/or warranty obligations under the terms of the Contract.
As soon as is practicable after twelve (12) months have elapsed from the date of completion as
herein defined, the Owner shall make a review and re-inspection of the work and performance of
this contract, or cause the same to be made. If the said performance and work shall be found
satisfactory and work not to have deteriorated through defects in workmanship or materials, then
the Owner shall certify the release of the Surety on the Bond for Performance of Contract. If,
however, the review and re-inspection, or any prior inspection, discloses defects due to the
non-fulfillment of this Contract, or non-compliance with its requirements, the Owner sha11 so
notify the Contractor in writing, and thereupon the Contractor shall, at his own expense, repair or
replace and shall make good all defects in workmanship, materials, and guarantee, and shall
rectify any non-compliance, and such repairs and fulfillment shall be a prerequisite to the release
of the Surety on the Bond. If, however, the Contractor shall, after due notice, refuse or neglect to
make good the defects to the satisfaction of the Owner, then the Owner may, and is hereby
empowered to, proceed in the manner prescribed in the event of abandonment or forfeiture of the
work by the Contractor, in which case completion by the Owner and the payment of claims for
material and labor and other expense as provided in such procedures, shall be a prerequisite to
the release of the Surety on the Bond for Performance of Contract.
58 Item # 6
Attachment number 1 \nPage 6�
Within thirteen (13) months after the date of acceptance of the work, or as soon thereafter as
practical, as hereinbefore provided, following a re-inspection, and provided further that any
repairs necessitated by defects in material or workmanship as determined by the Owner in the
re-inspection shall have been made, the Owner will, in writing, finally release the Contractor, his
Sureties and all parties hereunder.
59 Item # 6
Attachment number 1 \nPage 6!
SECTION 00800
SUPPLEMENTARY CONDITIONS
00800.01 SUPPLEMENTARY CONDITIONS PREVAIL
The provisions of this section amplify, amend, change and/or add to all other provisions of the
Contract Documents. In the event of a conflict between these Supplementary Conditions and
any other Sections of the Contract Documents, the Supplementary conditions shall apply.
00800.02 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 a11 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�
00800.03 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, 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 house piping installations.
00800.04 JOINING OF PLASTIC PIPE
In amplification of Section 02685, Page 02685-4, Article 3.06, the Contractor shall get prior
approval from Clearwater Gas System to use electric fusion couplings. If electric fusion
couplings are used, they shall be supplied by the Contractor at no additional cost to the Owner.
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 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
6o Item # 6
Attachment number 1 \nPage 7i
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 temperature, to an accuracy of 0.5% (±3°F). The fusion temperature of the
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.
Note: All 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.
61 Item # 6
Attachment number 1 \nPage 7
SECTION 00900
ADDENDA
(Insert Addenda here)
62 Item # 6
Attachment number 1 \nPage 7;
SECTION 01000
GENERAL REQUIREMENTS
01000.01 TRAFFIC CONTROL
The Contractor shall 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.
01000.02 MATERIALS, EQUIPMENT AND LABOR
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water,
tools, equipment, light, power, transportation and any other facilities necessary for the proper
execution and completion of the work.
Unless otherwise specified, all materials shall be new. The Contractor, if required, shall furnish
satisfactory evidence as to the kind of and quality of materials. Before any contract is awarded
the bidder may be required to furnish a complete statement of the origin, composition and
manufacture of any or all materials or equipment to be used in the work, together with samples,
which samples may be subject to tests provided for in these specifications to determine their
quality and fitness for the work All materials and all workmanship shall be of good quality and
meet specification requirements. Failure of the Owner or Engineer to request material, samples
or conduct tests on the same does not relieve the Contractor of responsibility to furnish the
material as specified. The Contractor shall furnish such equipment as is considered necessary for
the prosecution of the work in an acceptable manner at a satisfactory rate of progress so as to
insure completion by the date set forth in the Contract. The equipment used on any portion of the
63 Item # 6
Attachment number 1 \nPage 7;
work shall be used in such a manner so as not to endanger the lives of the operators or others, nor
cause damage to adjacent real property, roadways, structures, or any other property whatsoever.
01000.03 PROGRESS PHOTOGRAPHS
The Contractor shall furnish photographs, 5" x 7", on standard weight paper with negatives, as
directed by the Owner, showing the job, before, during and upon completion of the construction.
Smaller size (not less than 3"x4") photographs shall be furnished to show unusual conditions
encountered during construction.
01000.04 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
ASME
ASA
AWWA
NEMA
AIEE
AASHTO
NBFU
NEC
ACI
AGA
AISC
AWPA
Fed. Spec.
SBC
FDOT
NFPA 54
IFGC
FBC-FG
American Society for Testing Materials
American Society for Mechanical Engineers
American Standards Association
American Water Works Association
National Electric and Manufacturers Association
American Institute of Electrical Engineers
American Association of State Highway and Transportation Officials
National Board Fire Underwriters
National Electric Code
American Concrete Institute
American Gas Association
American Institute Steel Construction
American Wood Preservers Association
Federal Specifications U.S. Government
Southern Building Code
Florida Department of Transportation
National Fuel Gas Code
International Fuel Gas Code
Florida Building Code Fuel Gas
"Standard Specifications" - FDOT Standard Specifications for Road and Bridge Construction,
latest edition, including a11 supplemental specifications, indices and other directives in effect.
01000.05 STORAGE OF MATERIALS AND RIGHTS-OF-WAY
64 Item # 6
Attachment number 1 \nPage 7�
The Owner shall provide the land upon which the work is to be done, with right of access thereto
unless otherwise specified elsewhere in the Contract Documents. The Contractor shall anticipate
requirements of space and land for the erection of temporary construction facilities, office, and
storage of materials. Should the Owner decide that the site of work is insufficient for such
temporary facilities, the Contractor will be required to arrange for such additional space and land
as may be necessary at his expense.
The Contractor shall make his own arrangements for delivery and handling of equipment and
materials as he may require for the prosecution of his work In underground utility work all
materials required in the work may be stored on the sides of the roadway or parking area of the
street in which the utilities are to be constructed, as approved by the Owner and/or municipality
having jurisdiction, but all such materials, tools and machinery shall be neatly and compactly
piled in such manner as to cause the least inconvenience to the property owners and the traffic.
Material shall be stored outside of the "Clear Zone" of roadways. All fire hydrants must at all
times be kept free and unobstructed and water and gas shut-off boxes must be kept uncovered.
The materials shall be stored so as to insure the preservation of the quality and fitness for the
work When considered necessary, they shall be placed on wooden platforms or other hard clean
surfaces and shall be placed under cover as directed. Stored materials shall be located so as to
facilitate prompt inspection. Materials, tools, and machinery shall not be piled or placed against
shade trees unless ample protection is provided for the trees. Lawns, grass plots, or other private
or public property shall not be used for storage purposes without the written permission of the
Owner.
01000.06 UTILITIES
The Contractor shall have the complete responsibility of coordinating his work with the owners
of the various utilities now existing or to be constructed within the limits of this project so that a
minimum delay in the construction shall occur there from.
01000.07 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 the State of Florida Trench Safety Act and the City Of Clearwater Trench Safety
Regulations.
01000.08 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 approval
65 Item # 6
Attachment number 1 \nPage 7;
of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict
conformance with instructions.
01000.09 BY-PASSING OF SEWAGE
The Contractor shall schedule his work so as to either minimize or completely eliminate any by-
pass of raw sewage during construction.
0100010 DEWATERING AND SEWAGE PUMPS
In general, all pumps utilized by Contractor during construction shall be electric motor driven.
Internal combustion engine driven pumps may be used for a particular application only upon
approval of the Owner.
0100011 LINES, GRADES AND CONSTRUCTION SURVEYING
The Contractor shall employ a competent surveyor satisfactory to the Owner to lay out the work
from the bench marks, grades, dimensions, points and lines noted on the working drawings,
established at the site, or supplied by the Engineer. Cost of lines, grades and construction
surveying shall be paid for by the contractor.
All work of every description shall be laid out and checked by the Contractor who will be held
solely responsible for its correctness, and all expenses in connection with this work shall be paid
for by the Contractor. In the event batter boards are used the maximum allowable interval for
construction batter boards on sewers and pipe lines will be forty (40) feet for grades under 1.00
percent (1%) and fifty (50) feet for grades of 1.00 percent (1%) and over.
The work may be checked by the Owner and, in the event of discrepancy, his decision shall be
final.
No special compensation will be made to the Contractor to defray costs of any of the work or
delays occasioned by making surveys and measurements, tests or inspections, but such costs
shall be considered as having been included in the price stipulated for the several items of the
work to be done under this contract.
01000.12 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
66 Item # 6
Attachment number 1 \nPage 7i
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 y 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 ineter
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
0100013 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 stipulated 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.
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 sha11 not be utilized from any location without
written consent of the property owner.
0100014 MONUMENTS AND LANDMARKS
Monuments or landmarks shall not be molested or removed by the Contractor or any of his
employees without written consent of the Owner. Any monument or landmark so removed will
be replaced by the Owner at the expense of the Contractor.
0100015 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
6� Item # 6
Attachment number 1 \nPage 7
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.
01000.16 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
0100017 SANITARY MEASURES
Sanitary 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.
0100018 CLEANING UP
As the work progresses, the Contractor sha11 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 rights-of-way in a neat and satisfactory condition.
68 Item # 6
Attachment number 1 \nPage 7�
0100019 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.
01000.20 RESTORATION OF SURFACE
The Contractor shall replace all surface material, and shall restore paving (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
thereta In restoring paved surfaces, new pavement is required except that granite paving blocks,
sound brick, or asphalt paving blocks may be reused. Restoration work should be expedited.
01000.21 PROJECT RECORD DRAWINGS (AS- BUILTS)
The Contractor shall maintain continuous "record" data for the project, including accurate
records of location, length, and 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. Promptly after completion of any portion of
the job site, the Contractor shall deliver to the City Engineer or CGS the Owner a professional
type drawings 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 Contractor 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.
69 Item # 6
SECTION 02005
MOBILIZATION
PART 1 - GENERAL
1.01 WORK INCLUDED
Attachment number 1 \nPage 7!
A. The work specified under this Section consists of the preparatory work and
operations in mobilizing to begin work on the project, including but not limited to
those operations necessary for the movement of personnel, equipment, supplies
and incidentals to the project site(s), and for the establishment of temporary
offices, buildings, safety equipment and first aid supplies, sanitary and other
facilities as required by these specifications, special provisions and state and local
laws and regulations.
B. The cost of bonds and any required insurance, consideration for indemnification
to the Owner and the Engineer, and any other pre-construction expenses necessary
for the start of the work, excluding the cost of construction materials, shall also be
included in this Section.
PART 2 - PRODUCTS
A. Not Applicable
PART 3 - EXECUTION
A. Not Applicable
PART 4- MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The quantity of Mobilization 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 Mobilization 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.
4.02 PAYMENT
A. Payment for Mobilization shall be made at the prices stated in the Bid Schedule.
If a payment item for Mobilization 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.
� o Item # 6
Attachment number 1 \nPage 8i
SECTION 02221
TRENCHING, BACKFILLING AND COMPACTING FOR UTILITY SYSTEMS
PART 1 - GENERAL
1.01 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
2.01 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.
2.02 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).
PART 3 - EXECUTION
3.01 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 transplanted, relocated, braced, shored, or otherwise protected,
preserved and restored unless otherwise directed by the Owner's Representative.
3.02 EXCAVATION
A. The Contractor shall perform all excavation of every description and of whatever
substances encountered, to the dimensions and depth shown on the Drawings, or
as directed. The contractor shall employ an OSHA competent person at each
excavation site to promote safe excavation practices. All excavations shall be
� 1 Item # 6
Attachment number 1 \nPage 8
made by open cut. All existing 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 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,
�2 Item # 6
Attachment number 1 \nPage 8;
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.
L Suitable material in excess of backfill requirements and all unsuitable 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.
3.03 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.
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
with 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.
3.04 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, 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
� 3 Item # 6
Attachment number 1 \nPage 8;
support and bearing under the fitting. Bedding material for piping shall be pea
rock, drainfield lime rock, or similar materials as approved by the Owner's
Representative. Lime rock screenings, sand or other fine inorganic material from
the excavation may be used for bedding material when pipe is installed above the
natural water table.
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.
3.05 BACKFILL UNDER MANHOLES AND METER VAULTS
A. Any excavation below the levels required for the proper construction of manholes
or meter vaults shall be filled with Class I concrete. The use of earth, rock, sand
or other materials for this purpose will not be permitted.
3.06 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 construction 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.
3.07 SPECIAL PIPE FOUNDATION
A. GeneraL When shown on the Drawings or when directed by the Owner, the
Contractor shall provide the special type of pipe foundation in lieu of the pipe
bedding as specified above and provide the additional excavation required.
B. Type A Pipe Foundation: Type A pipe foundation shall be used when and where
directed by the Owner's Representative. Foundation material shall be crushed,
graded, locallimestone suitable for use as concrete aggregate. Gradation shall be
such that 95-100 percent of the material will pass a 1-inch square opening
laboratory sieve. Material shall be placed from 1-foot below the barrel of the pipe
to 6-inches above the pipe and the width of the foundation material as placed
around the pipe shall not be less than the outside diameter of the pipe, plus 12-
inches. Construction of Type A pipe foundation shall be as shown or indicated on
the Drawings. Foundation material shall be placed in the bottom of the trench and
compacted to an elevation, which will provide firm bedding for the full pipe
length, after which material shall be placed and compacted evenly on both sides
of the pipe and above the pipe to an elevation 6-inches above the top of the pipe
barrel. Pipe shall not be displaced or damaged during placement and compaction
of the foundation material.
� 4 Item # 6
Attachment number 1 \nPage 8�
C. Type B Pipe Foundation: Where soft, yielding, unstable or other unsatisfactory
material exists at the bottom of the trench, the Owner's Representative may direct
the use of Type B Pipe Foundation. Only the pipe foundation ordered by the
Owner's Representative will be paid for. Construction shall be in accordance with
the details shown or indicated on the Drawings. Concrete shall be Class I.
3.08 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 made to restrain the pipe during
pressure testing. Sight tubes will be installed on underground house piping
installations as appropriate intervals for inspection.
B. Backfill material shall be noncohesive, nonplastic 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 larger
than 2-inches in diameter (1-inch for PVC) and no stones or rocks larger than 6-
inches in diameter will be permitted in any backfill.
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. No payment will be
made for additional backfill material used to replace nonplastic material (rock)
over 6-inches in diameter.
D. Selected backfill material containing no stone or rocks larger than 2-inches 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 gasline waterline
or force main 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 sewer
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
� s Item # 6
Attachment number 1 \nPage 8;
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 sewer 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.
H. Within paved areas of trench excavation, the base and surfacing shall be
reconstructed as specified under Section 02574 Pavement Removal and
Replacement.
L No more than 800-feet of trench with pipe in place shall be partially bacl�'illed 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 the 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.
3.09 COMPACTION AND DENSITIES
A. Methods of control and testing of backfill construction to be employed in this
work are:
L Maximum density of the material in trenches shall 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
Representative, 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.
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.
� 6 Item # 6
Attachment number 1 \nPage 8i
310 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, sha11 be furnished in accordance with the
provisions therefore in Article 3.08 Backfill.
311 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
section 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 completion of the work No
additional payment will be made to the Contractor for excavation, backfill,
� � Item # 6
Attachment number 1 \nPage 8
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 following 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.
B. Removal of Water: The installation of pipe, manholes and appurtenances under
water will be permitted and the requirements of Article 3.03 Removal of water
will be waived.
C. Excavation:
1. Excavation of pipe trenches to the level of the bottom of the proposed pipe
bedding shall be performed in accordance with Article 3.02 Excavation. if
rock, such as lime rock or other similar hard, cemented material providing
firm, unyielding trench bottoms is encountered at the level of the bottom
of the proposed pipe bedding, no additional excavation will be required. If
material such as sand, marl, or other material which cannot be classified as
rock, as hereinabove defined, is encountered at the level of the bottom of
the proposed pipe bedding, the pipe trench shall be excavated to an
additional depth of 10-inches minimum, below that level. This additional
excavation, and the additional back filling made necessary thereby, is an
essential part of this alternate construction method and no additional
payment will be made for this work, regardless of the type of material
encountered.
2. Excavation for manholes to be installed under water shall be continued to
a depth, below the outside bottom of the proposed structure, which will
provide a minimum space of 12-inches in rock, or 24-inches in sand, as
the same are defined hereinabove, for the placement of drainfield lime
rock as hereinafter specified.
3. The excavation of pipe trenches at their junction with excavations for
manholes shall be modified in the following manner: A longitudinally
sloping, plane bottom surface, for the placement of pipe bedding material,
shall be provided from the bottom of the manhole excavation, at its
extremity, to a line of intersection with the bottom of typical excavation of
10-feet measured horizontally, from the vertical plane of the manhole
excavation.
� 8 Item # 6
Attachment number 1 \nPage 8�
D. Pipe and Manhole Bedding: The pipe trench or manhole excavation shall be
backfilled to receive the pipe or manhole with drainfield lime rock as the same is
commonly referred to in this area, up to the level of the lower one-third of the
proposed pipe barrel, or to the outside bottom of the proposed manhole as
applicable. This backfill shall be tamped and compacted to provide proper
bedding for the pipe or manhole, as also specified herein. Under no
circumstances will material other than drainfield lime rock be considered
satisfactory for use as bedding material for underwater construction.
E. Backfill:
1. After the pipe is installed, backfilling shall proceed in accordance
with the provisions of Article 3.08 Backfill, except that drainfield
lime rock shall be used to back fill around the pipe and to a level
even with the top of the pipe be1L Under no circumstances will
material other than drainfield limerock be considered satisfactory
for this purpose.
2. If the Alternate Method of Construction is used, all backfill
material, including drainfield lime rock, shall be carefully lifted
into the trench and released to fall freely therein when the bucket
or container is at or just above water leveL Under no
circumstances shall backfill material be dumped or pushed into
trenches containing water. Below the existing water level,
backfill material shall be carefully rammed into place in uniform
layers. Above the water level, backfill material shall be placed
and compacted as specified in Article 3.08 Backfill and Article
3.09 Compaction and Densities.
312 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
4.01 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.
� 9 Item # 6
Attachment number 1 \nPage 8!
4.02 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 a11 applicable items of work.
END OF SECTION
8 o Item # 6
Attachment number 1 \nPage 9i
SECTION 02574
PAVEMENT REMOVAL AND REPLACEMENT
PART 1 - GENERAL
1.01 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.
PART 2 - PRODUCTS
2.01 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
the 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. 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.
81 Item # 6
Attachment number 1 \nPage 9
PART 3 - EXECUTION
3.01 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 accommodations to provide a safe path for handicap individuals
traveling through the work zone, compliant to ADA.
3.02 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.
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.
82 Item # 6
Attachment number 1 \nPage 9;
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 requirements. Backfill
shall comply with the other sections of 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 existing 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 asphaltic concrete shall be constructed in
83 Item # 6
Attachment number 1 \nPage 9;
accordance with the plans or requirements specified above for
pavement restoration.
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 wi11 not be removed and replaced.
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 �/z"
preformed joint filler) and saw cut joints shall be a part of the
restoration work for the driveway 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
84 Item # 6
Attachment number 1 \nPage 9�
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
4.01 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.
4.02 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.
END OF SECTION
85 Item # 6
Attachment number 1 \nPage 9;
SECTION 02685
NATURAL GAS PIPELINE INSTALLATIONS
PART 1 - GENERAL
1.01 WORK INCLUDED
A. The work specified under this Section consists of all labor, services, equipment,
materials, labor, testing 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
2.01 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 a11 shortages and monetary reimbursement is
required.
PART 3 - EXECUTION
3.01 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 itsel£ 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 itsel£ While stringing lengths of pipe, a nylon sling shall be
8 6 Item # 6
Attachment number 1 \nPage 9i
used in such a manner so as not to damage the pipe itself. Pipe shall not be
dragged along the ground surfaces.
3.02 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.
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 PIl'E SHALL NOT BE DRAGGED ON THE
GROLTND 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.
8 � Item # 6
Attachment number 1 \nPage 9
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 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
valve 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
8 8 Item # 6
Attachment number 1 \nPage 9�
looped up and attached may be substituted for gas test station type valve boxes
with 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 continuity 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 sha11 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 directional 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. Valve supports 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.
8 9 Item # 6
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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.
3.03 QUALIFICATION OF JOINING PROCEDURES
A. Joining procedures shall be in accordance with Section 192.283 of the US
Department 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 Operations Coordinator will furnish a copy of the manufacturers
recommended Heat Fusion Joining Procedures Manual at the time of certification.
Butt Fusions
1. All butt fusions must be performed by the person(s) qualified by CGS to butt fuse, as certified
by testing 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.
3.04 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
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ALLOWED TO PERFORM POLYETHYLENE JOINING. CGS fusion certifications shall
remain in effect for up to one calendar year.
C. Contractor employees and their sub contractors must meet the requirements and
intent of CFR 49 Part 192.801, 192.803, 192.805, 192.807, and 192.809 relating
to Operator Qualification issued on August 27, 1999 and effective with mandatory
training to be completed by October 27, 2002 and continued knowledge, skills
and ability training, hands on task assessments, to comply with the current OQ
requirements. The Contractor shall furnish for review to the Operations
Coordinator their current plan, so it can be reviewed for compliance. The
Contractor must state in writing that their qualification plan is in conformance
with the intent of Federal Operator Qualification Regulations and is at least equal
to and applicable to Clearwater Gas System's Operator Qualification Plan. The
Contractor's Operator Qualification Plan must also explain how their employees
have the ability to identify and safely react to natural gas related Abnormal
Operating Conditions that may be encountered.
3.05 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.
l. CGS will have OQ certified; polyethylene qualified construction
inspector r at the various gas construction job sites. The Inspector
has the right to reject any fusions not meeting CGS requirements.
The Contractor 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 wi11 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
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.
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C. Each heat fusion joint on plastic pipe must comply with the following:
l. 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.
3.07 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 sha11 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 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
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purging air from new lines, installation of a 5/8 service saddle and a grounded
metallic riser is required at the end or within 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 of 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.
INSTALLATION - SERVICES
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
2. The main shall be tapped after the tapping tee fitting and final connections has
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.
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
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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 be used in above ground installations. All mechanical joint
connections shall be noted on the submitted asbuilt drawing, including the
coupling manufacturer's pertinent information
3.08 ANTI-DRUG AND ALCOHOL PROGRAM
A. The contractor agrees that it has in place, or will implement a drug and alcohol
training and testing program for its employees that comply with the requirements
of the US Department of Transportation, Title 49, Pipeline Safety Regulations,
Part 199, Drug Testing Program for Pipeline Personnel. The Contractor further
agrees to allow access to its property and records by the Human Resources
Director, or appointed designee, of the City of Clearwater. The Contractor will
permit representatives of state or federal agencies who monitor the compliance of
Drug and Alcohol rules/regulations access to its property and records. The
contractor shall furnish quarterly statistical reports to the Operations Coordinator.
B. Said program shall provide pre-employment, random, for cause and post accident
drug training and testing (alcohol for cause testing) for all of its employees as
required by Federal regulations and who are assigned to perform services for
Clearwater Gas System.
C. The contractor shall attest in writing, under oath, the following:
That the contracting firm has an agreement with a drug testing laboratory
certified by HHS/NIDA and an alcohol testing facility;
2. The name and address of the Medical Review Officer retained by the
contractor for the drug and alcohol testing program;
3. That all employees of the contractor have been drug tested pre-
employment; and
4. That all employees covered by the US Department of Transportation
Regulation 199 receive random, for cause and post accident drug testing
and alcohol testing for cause pursuant to such regulation.
D. Prior to doing any work for the Clearwater Gas System, the contractor will submit
a copy of their current Alcohol Testing Policy and Drug Testing Policy. This
policy will be included in a response to the Request for Bid.
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PART 4- MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The quantity of Natural Gas Pipeline Installation 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 Natural
Gas Pipeline Installation 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.
4.02 PAYMENT
A. Payment for Natural Gas Pipeline Installation shall be made at the prices stated in
the Bid Schedule. If a payment item for Natural Gas Pipeline Installation 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.
NATURAL GAS HOUSE (PIPING) PLUMBING
DESCRIPTION
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.
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 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 piping from a new location 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 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
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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 licensed qualified and thoroughly trained and experienced in the
skills required, and shall be completely familiar with the design and application of work
described.
EXISTING GAS HOUSE PIl'ING (PLUMBING)
The modification of the existing gas house piping plumbing sha11 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.
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.
TESTING
Contractor shall pay for all testing and retesting required to show compliance with the Contract
Specifications, Codes, Regulations, and all other applicable laws.
A. 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.
B. 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.
C. 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
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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 406.63 (NFPA 54 -82.3) 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 sha11 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, piping 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
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, consequently every
system is tested identically
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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 of£ 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 fu11 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
l Opsi. 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 �/z 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.
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
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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 performed prior to connecting the
new supply line.
TESTING:
Testing will be in accordance with the Florida Building Code and the CGS leakage testing
requirements.
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 .
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.
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
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.
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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.
END OF SECTION
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SECTION 02696
DIRECTIONAL DRILL UTILITY PLACEMENT
PART 1 - GENERAL
1.01 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
2.01 MATERIALS
A. Plastic pipe must meet or exceed the following strength and composition
standards :
PE (Polyethylene) ASTM D 2513
For all gas pipes over 1" diameter
a. Plastic Pipe
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 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.
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2.02 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.
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
crossmg.
l. General Arrangement of Tunnel Boring System: The tunnel boring
equipment shall consist of truck-mounted field power unit and a trailer or
dolly mounter drill unit. A minimum crew of three people is required to
operate the units.
a. 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 tunneling
in response to changing soil conditions. The field power unit shall
contain the power-takeoff-driven high pressure bentonite pumping
system.
b. 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 a 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 sha11 house a watertight battery-operated electronic
system used to determine tool depth and location from surface and
to orient the head for steering.
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-
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mechanical but essential items shall be in sound condition and
replaced immediately when need is apparent.
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 wi11 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 proj ect.
Water sluicing methods, jetting with compressed air, or boring or
tunneling devices with vibrating type heads that do not provide
positive control of the line and grade shall not be allowed.
2. Spoils Equipment: Vacuum truck shall be a self-contained truck which
has sufficient vacuum and capacity to remove excess bentonite mixture
from the proj ect site as required or directed by the Owner's
Representative.
PART 3 - EXECUTION
3.01 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 cases the supervisor must be continually present at the project site during
the actual crossing operation.
Zo3 Item # 6
Attachment number 1 \nPage 1
3.02 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.
3.03 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:
l. 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.
Zo4 Item # 6
Attachment number 1 \nPage 1
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.
1. 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:
L 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, when such nighttime work is necessary to avoid placing an
undue hardship on the Contractor.
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 Traffic 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.
Zos Item # 6
Attachment number 1 \nPage 1
3.04 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.
3.05 REPORTING PROCEDURES
A. An accurate log shall be kept by the Contractor on 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.
PART 4- MEASUREMENT AND PAYMENT
4.01 MEASUREMENT
A. The quantity of Directional Dri11 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.
4.02 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.
END OF SECTION
Zo6 Item # 6
SECTION 02935
SODDING
PART 1 - GENERAL
1.01 WORK INCLUDED
Attachment number 1 \nPage 1
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
2.01 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
2.02 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
3.01 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.
Zo� Item # 6
Attachment number 1 \nPage 1
3.03 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. Along 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.
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 sha11 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.
3.04 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).
3.05 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 stand 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.
Zo8 Item # 6
Attachment number 1 \nPage 1
PART 4- MEASUREMENT AND PAYMENT
4.01 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 sha11 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 sha11
be the quantity required to complete the work.
4.02 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.
END OF SECTION
Zo9 Item # 6
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Work Session
Council Chambers - City Hall
Meeting Date:4/2/2012
SUBJECT / RECOMMENDATION:
Approve the Amended and Restated Agreement between the City of Clearwater (City) and The Long Center Foundation, Inc
(Foundation) regarding the Long Center (Facility) until terminated by one of the Parties and authorize the appropriate officials to
execute same. (consent)
SUMMARY:
On August 27, 2003, a Transfer Agreement between the Foundation and City was approved for the City to take over the
ownership of the Long Center, located at 1501 North Belcher Road. The City also took over the day- to-day maintenance of the
facility, oversight of recreational programs and providing certain accommodations for Clearwater for Youth (CFY) and Upper
Pinellas Association for Retarded Citizens (UPARC).
A subsequent First Amendment to the Agreement provided additional terms allowing CFY to utilize the Long Center and if for
any reason the use agreement was terminated the Foundation's annual funding of $200,000 would also be terminated.
In an effort to memorialize this agreement and provide for funding support and stability for future generations of children in
Pinellas County and for clients of UPARC, the City and the Foundation desire to amend and restate this agreement.
Major changes from the original agreement and subsequent First Amendment include the following:
1. The Foundation will provide annual funding to the City ($125,000 in the current year) through the Long Center Foundation
Endowment Fund Agreement at the Community Foundation of Tampa Bay, Inc. Based on a calculation and frequency set from
time to time by its Board of Trustees, currently at 5% of the fund balance payable in March or September with a minimum grant
of $100,000. The City shall receive the larger of 3% of the fund balance of $200,000 annual grant to use at its discretion in
operating or maintaining the Long Center. Annual grant amounts in excess of amounts listed above shall be directed to the City
to augment or fully fund programs at the Long Center.
2. If the City terminates the agreement or if the Use agreements with CFY or UPARC are terminated, the annual funding
subsidy will be directed to recreational and sports program organizations for children and adults in the greater Clearwater area.
3. The City will provide for a play pass for youth less than 18 years of age at a discount rate of 50% ($41.25) for use of the Long
Center in recognition of the Foundation's annual subsidy.
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) City Manager 5) Clerk
Cover Memo
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SUBJECT / RECOMMENDATION:
Work Session
Council Chambers - City Hall
Meeting Date:4/2/2012
Approve a new Capital Improvement Project entitled North Greenwood Athletic Fields (CIl' 315-93629) for $300,000, to be funded from
Community Development Block Grant (CDBG), and amend the project budget to recognize a$25,000 donation from Clearwater for Youth
(CFY), as well as any additional funds available from CDBG, when either a written agreement is provided or when the funds are received.
(consent)
SUMMARY:
The North Greenwood Recreation and Aquatic Center (NGRAC) located on Martin Luther King Jr. Boulevard has been in operation for
the past 8 years and has become a hub for recreational, social and leisure time activities for the residents in the North West section of
Clearwater.
Recent improvements to NGRAC as well as the North Greenwood Library (NGL) have allowed for new partnerships with the MLK Jr.
Family Center and the Boys and Girls Club to provide expanded programming to the community.
Together, the NGRAC, NGL, Jack Russell Stadium and the large green space used for parking offer a campus type atmosphere where
many of the needs of the community can be met.
The only green space for children in the North Greenwood area to play sports on is at Phillip Jones Ballfield and property owned by
Pinellas County School Board behind Clearwater Comprehensive School. Approximately two years ago, Phillip Jones field, home of the
Greenwood Panthers, was closed due to environmental issues.
Staff is proposing that the grass parking lot be retained as green space and that practice fields be constructed for the youth of North
Greenwood. Construction would include raising the area with additional dirt, irrigation, grassing, fencing and lighting.
Staff has met with Winning Inning and they fully support the project, realizing that some modifications to parking may have to be
modified as well as their agreement with the City regarding Jack Russell Stadium.
The first phase of this project is being requested now due to the availability of unused CDBG funds. This phase will consist of the
construction of one full size multipurpose lighted football/soccer practice field. The second phase, which is not a part of this item, will
be to construct additional practice facilities on the site. The main user groups will be the Greenwood Panthers Youth Football
program and the partner agencies at NGRAC.
In addition to the CDBG funds of $300,000, a donation of $25,000 has been secured from CFY. Once these funds are received, CIP 315-
93629 will be amended to reflect donations.
Type:
Capital expenditure
Current Year Budget?: No
Budget Adjustment Comments:
Funding from Community Development Block Grant.
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Budget Adjustment:
$300,000 Annual Operating Cost:
$300,000 Total Cost:
2011 to 2012
Appropriation Code Amount Appropriation Comment
315-93629 $300,000
Yes
$300,000
Review Approval: 1) Office of Management and Budget 2) Lega13) Clerk 4) City Manager 5) Clerk
r.���Pr nnemo
��Il�:�ij
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve co-sponsorship and waiver of requested City fees and service charges for Fiscal Year 2012/13 special events, including �ve
annual City events and twelve City co-sponsored events (an increase of four events), at an estimated General Fund cost of $363,340
($24,300 cash contributions and $339,040 in-kind contributions) and Enterprise Fund cost and fee waiver of $103,790 for the purposes
of Fiscal Year 2012/13 departmental budget submittals. (consent)
SUMMARY:
According to City Council Policy Item M, Special Event Fees, there shall be an annual review of City sponsored/co-sponsored
events during the budget process. An agenda item approving co-sponsorship and level of support for these events will be
brought before the City Council at the beginning of the budget process each fiscal year.
In the event additional money is requested beyond what is included in the approved budget, City Council approval will be
needed.
Staff has provided a chart that shows the recommended level of cash and in-kind contributions to be included in the various
departmental budgets for Fiscal Year 2012/13 for City sponsored and co-sponsored special events. The chart also lists 34
additional special events requiring some type of in-kind support from the Parks and Recreation Special Events Division during
Fiscal Year 2012/13.
It should be noted that this represents a total decrease in cost from Fiscal Year 2011/12 of $41,800 in the General Fund.
Major decreases or event eliminations for Fiscal Year 2012/13 include the following:
1. Ironman 5150 —The original first year 5150 race was not held in Fiscal Year 2011/12 as planned and a new support
agreement was approved with TriRock Clearwater with the City sponsoring $30,000 for the event yielding a decrease of $58,390
needed for Ironman 5150.
Dixieland Jazz Event at Sheraton - no longer needs co-sponsor for parking meters. County manages parking meters.
Festival of Trees - This event is now held at the Long Center and is now a class 2B City department sponsored event.
Clearwater Gas sponsorship of the fireworks ($40,000) for Clearwater Celebrates America.
Major Increases and new events for Fiscal Year 2012/13 include the following:
TriRock Clearwater — This event takes the place of the Ironman 5150 Event.
2. Iron Girl —This event has been held in Clearwater in previous years and continues to grow as a major athletic event for
women in this region with over 6,000 participants and is the brand's signature event. Requesting minimal support, as they will
continue to pay all fees over the $7,500 being requested.
3. ASA Gold Softball Tournament — This is a major national softball tournament sponsored by the County and City. It will bring
76 teams (over 1400 athletes) to Clearwater for eight days and generate approximately 7,000 - 9,000 room nights and a
projected economic impact of $8 million to $10 million during the third week in July. Increase $19,000.
4. USF Softball Series —This event has been in Clearwater for 6 years and has grown to become the premier college women's
fast pitch softball destination during February and March, generating 5,000 room nights and a$4 million to $5 million economic
impact. Increase $17,000 to fund infrastructure support for the event.
Cover Memo
Cash Requests of $24,300 is the same as Fiscal Year 2011; Clearwater Veterans Alliance ($5,000); Clearwater Ja���li�
($14,550) and the Martin Luther King, Jr. Day March and Rally ($4,750).
Type: Operating Expenditure
Current Year Budget?: None
Budget Adjustment Comments:
None for this fiscal year. Request for FY 2012/13 budget
Current Year Cost:
Not to Exceed: $467,130
For Fiscal Year: 2012 to 2013
Appropriation Code
Various general fund codes
Various enterprise fund
codes
Amount
$363,340
$103,790
Budget Adjustment:
Annual Operating Cost:
Total Cost:
Appropriation Comment
Various general fund codes
Various enterprise fund codes
None
$467,130
Review 1) Off'ice of Management and Budget 2) Parks and Recreation 3) Office of Management and Budget 4) Legal 5) Parks and
Approval: Recreation 6) Office of Management and Budget 7) Legal 8) Clerk 9) City Manager 10) Clerk
Cover Memo
Item # 9
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Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve the grant agreement between the City of Clearwater and the Florida Department of Environmental Protection Office of
Greenways and Trails (OGT) for a Recreational Trails Program (RTP) grant in the amount of $200,000 for the construction of the Lake
Belleview Trail and authorize the appropriate officials to execute same. (consent)
SUMMARY:
The City has been awarded a matching grant in the amount of $200,000 for the design and construction of a 10-foot wide trail for a
length of 5,262 linear feet encircling Lake Belleview in Ed Wright and Ross Norton parks. In the future, the Lake Belleview Trail will
connect to the Pinellas Trail through a trail that is currently being designed along Lakeview Road.
The approval of this grant and the construction of this trail are supported by the 2006 Shifting Gears Bicycle and Pedestrian Master Plan
and the Lake Belleview Community.
The trail will be designed and constructed in a manner to accommodate cyclists and pedestrians.
The entire project is funded through the RTP grant of $200,000 and $200,000 available in the Recreation Trails CIl' 93272.
Future maintenance of the trail will be provided through the adopt-a-park program volunteers and existing park maintenance staff.
There will be neither additional FTE (Full-Time Equivalent) requirements nor additional operating impacts for this project.
The trail will be unlighted and open from sunrise to sunset.
Type:
Capital expenditure
Current Year Budget?: None
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Appropriation Code
315-93272
315-93272
$400,000
$400,000
2011 to 2012
Amount
$200,000
$200,000
Budget Adjustment:
Annual Operating Cost:
Total Cost:
Appropriation Comment
Grant
CIl' for recreation trails
None
$400,000
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) City Manager 5) Clerk
Cover Memo
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SUBJECT / RECOMMENDATION:
Work Session
Council Chambers - City Hall
Meeting Date:4/2/2012
Approve funding, not to exceed $150,000, for preliminary design work including site engineering, architectural, geotechnical, surveys etc.
for the renovations of the Sid Lickton Ballfield Complex and Fred Conoyer Center from Penny for Pinellas funds and establish a new
Capital Improvement Project entitled Sid Lickton Complex Renovations (CIP 315-93630). (consent)
SUMMARY:
The Sid Lickton Ballfield Complex and Fred Conoyer Center located on Saturn Avenue have been used for over 50 years by the youth of
Clearwater for Little League Baseball. This seven-field complex was developed over time, and has been scheduled for renovations.
A Penny for Pinellas III project has been included in the CIP plan for Fiscal Year 2016/17 and 2017/18 (athletic field) to renovate the
existing fields into a more modern, secure and economical design for the playing of youth baseball and girls softball.
The Utilities Department is currently working on a project to remodel and increase the capacity of water at RO (Reverse Osmosis) Plant
1. This will necessitate their using a portion of the little league complex to construct a new tank as well as to provide a construction access
zone for vehicles working at the RO Plant 1 project. Construction is scheduled to start in July of this year and will take approximately 12
to 18 months to complete.
Due to the requirement of the Utilities Department to complete their project now, it makes both economic and operational sense to do the
ballfield renovations as part of the Fiscal Year 2012/13 budget while the site is torn up from construction and to alleviate the additional
inconvenience of the Little League if done at a different time.
Staff is recommending that funding from the Penny for Pinellas project Youth Sports Fields Renovations funded in fiscal years 2016/17
and 2017/18 be advanced to perform the preliminary design work and design drawings so that the project can be bid out in 2012/13 and
thus construction of the RO Plant and the ballfields can be completed at about the same time without causing undue burden on either
department, the neighbors and most importantly the youth of Clearwater.
The entire proj ect is estimated at $3 million. In order to proceed, staff is recommending that $150,000 of Penny for Pinellas Funds will be
provided at mid-year to establish project 315-93630, Sid Lickton Complex Renovations. Public utility funds will pay some portion of the
project at a cost yet to be determined, representing the cost of replacing 2 of the existing fields and land cost for the e�panded utility
footprint. The proposed six-year capital improvement plan for the 2012/13 budget will reflect the redirection of $2.5 million from the
Youth Sports Fields Renovation project to the Sid Lickton Complex Renovation project. Final funding will be presented to Council once
final design and utility costs are determined.
Type:
Capital expenditure
Current Year Budget?: No
Budget Adjustment Comments:
Budget Adjustment:
Transfer from Penny for Pinellas project Youth Sports Fields Renovations.
Current Year Cost: Annual Operating Cost:
Not to Exceed:
For Fiscal Year:
Appropriation Code
315-93630
$150,000 Total Cost:
2011 to 2012
Yes
$150,000
Amount Appropriation Comment
$150,000 Transfer from Penny money noted above
Review Approval: 1) Office of Management and Budget 2) Legal 3) Clerk 4) City Manager 5) Clerk
Cover Memo
�i�i��:��)
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Authorize funding for Police and Fire related staffing and radio communication requirements, in the amount of $2,849,305.44, in
anticipation of the 2012 Republican National Convention (RNC); approve a contract (purchase order) for $1,365,305.44 to
Communications International of Tampa, FL for 300 P7350 Portable Radios and 143 M7300 Mobile Radios with accessories, in
accordance with Sec. 2.564(1)(d), Code of Ordinances — Other governmental bid; establish project 315-94240, RNC Radio
Replacements; authorize funding of $1,765,305 from Emergency Operations; authorize the allocation of $1,084,000 from General Fund
retained earnings; and authorize the appropriate officials to execute same. (consent)
SUMMARY:
The 2012 Republican National Convention is scheduled to take place in Tampa the week of August 27, 2012. Many activities and
events will spill into Clearwater that week and will impact City operations.
Overtime costs for the Police Department for the Republican National Convention (RNC) are estimated to be $838,000. A mid-year
budget amendment will establish project, 181-99201, RNC Police Overtime, and transfer $838,000 from General Fund retained earnings
to fund these costs. Overtime and related costs for the Fire Department for the same week are estimated at $246,000. A mid-year
budget amendment will establish project 181-99203, RNC Fire, and transfer $246,000 from General Fund retained earnings to fund
these costs.
In addition, $400,000 will be set up in a Special Program Project as a contingency to fund costs for any outside support from other law
enforcement agencies, as well as funding equipment specifically for RNC use. A mid-year budget amendment will establish project,
181-99202, RNC Support, and transfer $400,000 from the City's Emergency Operation project 181-99927 to establish this new project.
There is also a need to purchase P25 compliant radios for the Police Department. The radios and accessories will be purchased through
the Hillsborough County Contract HCSO RFP26-10 and quote dated January 26, 2012 at a cost of $1,365,305.44. The radio
manufacturer, Harris, is offering an additional RNC discount if the radios are purchased by September 30, 2012; total savings to the
Ciry is $721,723.90.
The portable P7350 radio is capable of communicating on 700MHz and 800 MHZ frequencies and P25 interoperability frequencies. The
M7300 mobile radio is capable of the same features. The portable radios will replace several older models that the manufacturer does
not support with parts. The radios will give us the ability to communicate with all radios regardless of brand through the P25 netwark
that Pinellas County is building and Hillsborough County has installed. These radios will be assigned to the Police Department.
The total number of portables is 300 and mobiles are 134. The department has 149 M7100 radios that will remain in the cars for several
more years.
Funding for the radio purchase will be provided by a mid-year budget amendment transferring $1,365,305.44 from the City's
Emergency Operation project 181-99927 to establish a new capital project 315-94240, RNC Police Radio Replacements.
Type: Other
Current Year Budget?: No
Budget Adjustment Comments:
Budget Adjustment: Yes
Overtime Costs - Mid-year budget amendment will establishproject, 181-99201, RNC Police Overtime, and transfer $8��om
General Fund retained earnings to fund these costs. Outside Support Costs/RNC Equipment - Mid-year budget amend�ent �1��
establish project, 181-99202, RNC Support and transfer $400,000 from the City's Emergency Operation Project 181-9�� e blish
this new project. Radio Purchase - To be provided by a mid-year budget amendment transferring $1,365,305.44 from the City's
Emergency Operation Project 181-99927 to establish a new capital project 315-94240, RNC Police Radio Replacements.
Current Year Cost:
Not to Exceed:
For Fiscal Year:
�
2,849,305.44
$
2,849,305.44
2011 to 2012
Annual Operating Cost:
Total Cost:
N/A
$
2,849,305.44
Appropriation Code Amount Appropriation Comment
0-181-99201 $838,000 Mid-year budget amendment - from General Fund
Retained Earnings
0-181-99202 $400,000 Mid-year budget amendment - from City's Emergency
Operation Project 181-99927
0-181-99203 $246,000 Mid-year budget amendment - from General Fund
Retained Earnings
0-315-94240 $1,365,305.44 Mid-year budget amendment - from City's Emergency
Operation Project 181-99927
Review 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) Fire Department 5) Clerk 6) Assistant City Manager 7) City
ApprovaL• Manager 8) Clerk
Cover Memo
Item # 12
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve a Blanket Purchase Order to T. Wayne Hill Trucking, Inc., of Bartow, FL in the amount of $1,425,306.96 for biosolids
services for a one-year period with two optional annual extensions and authorize the appropriate of�cials to execute same. (consent)
SUMMARY:
The City of Clearwater's Water Reclamation Facilities (WRF) produces a residual product (biosolids) that requires hauling
and disposal. The City's current contract for the hauling and disposal of these biosolids expires April 30, 2011.
In response to the request for proposal (RFP) 09-12, four (4) responses were received February 23, 2012. T. Wayne Hill
Trucking, Inc. represented the lowest responsive bidder for Base Bid Services at $18.00/wet ton for stabilized biosolids
cake removal and disposal and $0.02/gallon for unstabilized liquid sludge transport.
The contractor is required to provide two basic services, which are to remove and dispose of stabilized (Class B) dewatered
biosolids and to 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) and the United States Environmental Protection Agency (EPA) residuals
treatment and disposal regulations, and all other applicable Federal, State and local regulations and any changes made in
these regulations during the contract period.
Sufficient budget is available in the Water and Sewer Utility Fund operating cost center 0421-01351-530300-535-000-0000,
WPC Operations, to fund $199,334.52 of the current year cost of this contract and is planned in the budget request to be
brought forward for Fiscal Year 2012/2013 in the amount of $475,536.60, for Fiscal Year 2013/2014 in the amount of
$475,536.60, and for Fiscal Year 2014/2015 in the amount of $274,899.24.
Type:
Operating Expenditure
Current Year Budget?: Yes
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Appropriation Code
0421-01351-530300-535-
000-0000
0421-01351-530300-535-
000-0000
0421-01351-530300-535-
000-0000
$199,334.52
2012 to 2015
Amount
$199,334.52
$475,536.60
$475,536.60
Budget Adjustment:
Annual Operating Cost:
Total Cost:
Appropriation Comment
FY 11/12
FY 12/13
FY 13/14
None
$1,425,306.96
Cover Memo
I[�'ii�:�iK3
0421-01351-530300-535- $274,899.24 FY 14/15
000-0000
Bid Required?:
Yes
Bid Number: RFP 09-12
Other Bid / Contract: Bid Exceptions: None
Review 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) Assistant City Manager 5) City
ApprovaL• Manager 6) Clerk 7) Purchasing 8) Clerk
Cover Memo
��II�:�K�
REQUEST FOR PROPOSAL RFP 09-12
BIOSOLIDS SERVICES
FOR THE CITY OF CLEARWATER
Proposers:
HH H&H LIQUID SLUDGE DISPOSAL, INC.
6990 US HIGHWAY 27
BRANFORD, FL 32008
RICK HACHT
800.653.0386
TWH T. WAYNE HILL TRUCKING, INC.
595 W. SUMMERLIN STREET
BARTOW, FL 33830
WAYNE HILL
863.519.6677
Proposal Prices:
Base Bid - Stabilized Cake To LA
Base Bid - Unstab. Liq. East to NE
Alt - Class B Cake Incorporated
Alt - Unstab. Cake to RMF
Alt - Unstab. Cake to LF
Alt - Unstab. Liqd. Marsh. To NE
Alt - Unstab. Liqd. East to Marsh.
HH Base Bid Items Total:
AMS Base Bid Items Total:
TR Base Bid Items Total:
ADVERTISED: ST PETERSBURG TIMES
myclearwater.com
TR
AMS
Cost Basis
$/Wet Ton
$/Gallon
$/Wet Ton
$/Wet Ton
$/Wet Ton
$/Gallon
$/Gallon
Weekly
$ 9,905.00
$18, 218.50
$18,492.50
Attachment number 1 \nPage 1
TERRA RENEWAL, LLC.
1100 E CAMPBELL RD. SUITE 220
RICHARDSON, TX 75081
STEPHANIE BOWDEN
972.996.7549
APPLACHIAN MATERIAL SERVICE, INC.
P.O. BOX 97
TERRA CEIA, FL 34250-0097
JON WIMPY
941.776.8706
$
$
$
$
$
$
�
21.80 $
0.0350 $
21.80 $
$
52.00 $
0.0375 $
0.0375 $
156 Weeks
$ 1,545,180.00
$ 2,842,086.00
$ 2,884,830.00
1 /28/2012
1 /23/2012 - 2/23/2012
AMS
43.90
0.0439
43.90
68.00
68.00
0.0439
0.0439
I[�'ii�:�iK3
TR
$ 45.89
$ 0.0374
$ 45.89
$ 64.50
$ 58.00
$ 0.0374
$ 0.0374
Attachment number 1 \nPage 2
I[�'ii�:�iK3
CITY OF CLEARWATER, FLORIDA
REQUEST FOR PROPOSAL (RFP #09-12)
FOR
BIOSOLIDS SERVICES
OPEN February 23, 2012 AT 4:00 PM
TO BE DELIVERED
City of Clearwater Purchasing Manager
Municipal Services Building
100 So. Myrtle Avenue (3rd) Floor
Clearwater, FL 33756
Or mailed to Purchasing Manager
George McKibben
PO Box 4748
Clearwater, FL 33758-4748
Attachment number 2 \nPage 1
I[�'ii�:�iEc3
TABLE OF CONTENTS
Section Title
Attachment number 2 \nPage 2
Page
PART A. GENERAL INFORMATION
1. I NTE NT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
2. CALENDAR OF EVENTS .................................................................4
3. AWARD ........................................................................................4
4. VENDOR QUALIFICATIONS ............................................................ 4
5. INSTRUCTIONS - INFORMATION TO BE SUBMITTED ........................ 5
6. EVALUATION CRITERIA ...................................................................5
7. PERIOD OF CONTRACT ...................................................................5
8. PRICE ............................................................................................5
9. PAYMENT/INVOICES .....................................................................5
10. REFERENCES ..............................................................................5
11. CANCELLATION AGREEMENT ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... 6
12. CONTRACT ASSIGNMENT ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... 6
13. PERFORMANCE BOND ..................................................................6
14. INSURANCE ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6
15. FISCAL NON-FUNDING .................................................................. 7
16. INTERPRETATIONS/CLARIFICATIONS ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7
17. VISIT TO SITES ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... 7
18. SOURCE FACILITES ......................................................................7
19. EXTENSION .................................................................................8
20. INDEMNIFICATION ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 8
21. CONTRACT COMMUNICATIONS ......................................................8
PART B. SPECIFICATIONS AND SCOPE OF WORK
1.
2.
3.
4.
5.
6.
7.
8.
9.
10
11
12
13
14
15
GENERAL INFORMATION ...............................................................9
SCOPE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . 9
RESIDUALS BID ITEM DESCRIPTIONS ...............................................10
COMPOSITION OF SLUDGE CAKE .................................................. 14
CONTRACTOR REQUIREMENTS .....................................................15
REGULATORY REQUIREMENTS ..................................................... 15
COMMUNICATIONS ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..16
ODORS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .16
REGULATORY PERMITS,FORMS, PLANS AND LICENSES .................. 17
CLEANUP... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 17
EQUIPMENT... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...17
PAYMENTS AND PENALTIES ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ....18
QUALITY STANDARDS ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 19
MANIFESTS AND TRUCK TRACKING ... ...... ... ... ... ... ... ... ... ... ... ... ... ..... 19
REPORTING... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 20
Item # 13
2
Attachment number 2 \nPage 3
PART C. SUPPLEMENTAL STANDARD CONDITIONS
1. APPROPRIATIONS CLAUSE ........................................................... 21
2. PROTEST PROCEDURES .................................................................21
3. NO CORRECTIONS CLAUSE .......................................................... 21
4. OPENNESS OF PROCUREMENT CLAUSE ........................................21
5. NO COLLUSION CLAUSE ............................................................... 21
6. INFORMALITY/REJECTION CLAUSE ................................................21
7. NON-DISCRIMINATION & EQUAL OPPORTUNITY ..............................21
8. CONFLICT OF INTEREST ................................................................. 22
ATTACHMENTS
A. BIDDER'S PROPOSAL FORM ..........................................................23
B. INSURANCE CERTIFICATE ............................................................ 24
C. BONDING CERTIFICATE ................................................................ 25
D. REFERENCE LIST .........................................................................26
E. FDEP REQUIRED FORMS ...............................................................27
I[�'ii�:�iK3
Attachment number 2 \nPage 4
PART A. GENERAL INFORMATION
INTENT
It is the intent of this Request for Proposal to receive proposals from qualified firms to provide
wastewater biosolids management services for three advanced pollution control facilities. The
City of Clearwater desires to continue with and enhance its current program for the beneficial
reuse of biosolids.
2. CALENDAR OF EVENTS
The tentative schedule associated with the circulation of the RFP and submission of proposals is:
3.
DATE
January 23, 2012
February 6, 2012
February 23, 2012
Apri12, 2012
April 5, 2012
May 1, 2012
AWARD
TASK
Release Date - Advertise and issue RFP's
Pre-Proposal Conference (Site Visits - See Part A, Section 17)
Sealed Proposals (RFP's) and all Supporting Information Due
Selection Committee Recommendation to City Council
City Council Approval - award of contract by Council
Contract initiation/start date (if approved by Council) - Contractor
Begins Work
Proposals will be reviewed and evaluated by a group of qualified City Staf£ The proposals will
be evaluated on cost, level of treatment, proposer qualifications, and the financial capability of
the proposer. The City shall not be bound to make an award based only on the lowest price. The
City reserves the right to award to multiple providers.
The City reserves the right to reject any and all proposals.
4. VENDOR QUALIFICATIONS
In addition to requirements specified in the following paragraphs, the bidder should have the
following minimum qualifications:
a. 5 years experience in the sludge hauling and disposal business.
b. Current sludge transportation licenses.
c. Current FDEP Site Permits and/or FDEP Approved Agricultural Use Plans for all
current land application sites and be currently compliant with all FDEP/LJSEPA rules
and regulations.
d. Must have multiple active in-use FDEP Approved land application sites necessary to
meet the sludge disposal needs of the City without interruption during the life of the
Contract and any optional extensions.
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Attachment number 2 \nPage 5
5. INSTRUCTIONS - INFORMATION TO BE SUBMITTED
Proposal must include Bidder's Proposal Form (Attachment A), Insurance Certificate
(Attachment B), Bonding Certificate (Attachment C), Reference List (Attachment D), and FDEP
Required Forms (Attachment E) along with a Nutrient Management Plan for each application
site. For bidders that have not completed permitting their sites under the new rule, F.A.C.
Chapter 62-640, effective date August 29, 2010 (and any and all subsequent revisions), then
submission of existing FDEP Approved Agricultural Use Plans for all sites proposed to be
utilized under this contract is required.
6. EVALUATION CRITERIA
Evaluation will be performed by the evaluation team and consider proposal pricing included in
Attachment A along with the proposer's qualifications indicated in a response to Item #4.
7. PERIOD OF CONTRACT
The term of the contract awarded as result of this proposal shall be for twelve (12) months from
the date of execution of the agreement with an option for two (2) one-year extensions, each at the
discretion of the City and if mutually agreed upon with the contracted firm.
8. PRICE
The price shall be firm for the contract period and the optional extension. Prices proposed shall
be inclusive of all costs such as, but not limited to, labor, equipment, laboratory testing
regulatory reporting, and material to accomplish the specified service noted on the proposal
form.
9. PAYMENT/INVOICES
The proposer must specify on the proposal submittal form their exact company name and
address. This name must be the same as invoices submitted for payment as a result of award of
this RFP. The successful proposer(s) will be responsible for immediately notifying the City of
Clearwater Purchasing Department of any Company name change that would cause invoicing to
change from that originally submitted.
10. REFERENCES
Reliability of service shall be evaluated to determine the lowest responsible proposal according
to Item #3 of Part A: General Information. Proposers must provide a reference list of at least
five (5) Florida municipalities of comparable size for whom they have provided similar service.
It is the intent of the City of Clearwater to inspect all equipment and facilities used in
performance of the contract.
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Attachment number 2 \nPage 6
11. CANCELLATION AGREEMENT
The City of Clearwater reserves the right to cancel the contract without cause by giving thirty
(30) days prior notice to the contractor in writing of the intention to cancel. The City of
Clearwater reserves the right to cancel at any time with cause if the contractor fails to fulfill or
abide by any terms or conditions specified.
Failure of the contractor to abide by any of the provisions and specifications of this contract shall
be considered a material breach of contract and shall be cause for immediate termination of the
contract at the discretion of the City of Clearwater.
12. CONTRACT ASSIGNMENT
No portion or part of the work specified in the RFP or in the award of contract may be assigned
or subcontracted without the written approval of the City of Clearwater, Public Utilities Director
and/or City Engineer.
The written request from the Contractor to the Wastewater Environmental Technologies
Manager must state the extenuating circumstances that have necessitated the use of a
subcontractor for the Work The Contractor prior to subcontracting any portion of the project
work must receive written approval from the Wastewater Environmental Technologies Manager.
13. PERFORMANCE BOND
The successful proposer must supply a performance bond in the amount of ten percent (10%) of
the total of the award prior to the City of Clearwater's executing the contract or issuing a
purchase order.
14. INSURANCE
The contractor or Vendor shall obtain or possess the following insurance coverage, and shall
provide Certificates of Insurance to the City to verify coverage prior to commencing operations
under the contract. The insurance coverage shall contain a provision that forbids any changes or
material alterations in the coverage without providing 30 days prior written notice to the City.
1. Workers Compensation: Each Contractor or Vendor shall provide Workers
Compensation coverage for all of its employees at the work location. The limits shall
be statutory for Workers Compensation and $100,000/$100,000/$500,000 for
Employers Liability.
2. Commercial General Liabilitv: Each Contractor or Vendor shall provide coverage for
all operations including but not limited to: contractual services, completed operations,
and Personal Injury. The limits shall be not less than $1,000,000.00 Combined Single
Limits (CSL) or its equivalent. The City of Clearwater is to be added as an additional
insured.
3. Comprehensive Automobile LiabilitX: Each Contractor or Vendor shall provide
coverage for all owned and leased or rented vehicles for limits not less than
$1,000,000 Combined Single Limits (CSL) or its equivalent. The City of Clearwater
is to be added as an additional insured.
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Attachment number 2 \nPage 7
15. FISCAL NON-FUNDING
In the event sufficient budgeted funds are not available for a new fiscal period, the City shall
notify the contractor of such occurrence and the contract shall terminate on the last day of the
then current fiscal period without penalty or expense to the City.
16. INTERPRETATIONS/CLARIFICATIONS
No oral interpretations will be made to any firm as to the meaning of specifications or any other
contract documents. Every request for interpretation must be in writing and shall be received by
the City of Clearwater Purchasing Director no less than seven (7) calendar days prior to the date
set for the opening of proposals. Significant interpretations or clarifications shall be made as an
addendum to the RFP documents. All addenda will be sent as promptly as practicable and
become part of the contract documents.
17. VISIT TO SITES
There will be a MANDATORY scheduled "Pre-Proposal Conference" on February 6, 2012,
starting at 9:00 AM at the Marshall Street WRF proceeding to the other two source facilities.
The intent of this conference is to familiarize the contractor with each of the facilities and the
associated loading area, access, and adjacent structures. It is necessary that the proposing
contractor utilize this opportunity to access the areas, since there will be no guarantee that
personnel will be available at other dates & times.
Contacts and physical location of the facilities are identified in Section 18 of Part A General
Information.
18. SOURCE FACILITIES
Citv of Clearwater Northeast Water Reclamation Facility
3290 State Road 580
Clearwater, Florida 34695
(727) 793-2787
Contact: Jeff Borden, Chief Operator
Citv of Clearwater Marshall Street Water Reclamation Facili
1605 Harbor Drive
Clearwater, Florida 33755
(727) 462-6660
Contact: Jack Sadowski, Chief Operator
Citv of Clearwater East Water Reclamation Facility
3141 Gulf-to-Bay Boulevard
Clearwater, FL 33759
(727) 462-6667
Contact: Loren Pratt, Chief Operator
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Attachment number 2 \nPage 8
19. EXTENSION
The length of this Contract shall be for twelve (12) months. Contingent upon satisfactory
annual performance, there is an option to extend this contract for two additional one-year
periods at the same per unit prices. Upon written authorization of both parties within 60 days
of the expiration of this contract, either party may contact the other party.
20. INDEMNIFICATION
The first ten dollars ($10.00) of compensation received by the Contractor pursuant to this
contract represents specific consideration for the following indemnification: The Contractor
shall defend, indemnify, save, and hold the City of Clearwater harmless from any and all claims,
suits, judgments and liabilities for death, personal injury, bodily injury, or property damage
arising directly or indirectly from the performance of this contract by the Contractor or it's
employees, including legal fees, court costs, and any and all other legal expenses brought on
account of any injuries or damages received or sustained by any person, persons, or property by
or from the said Contractor; or by , or in consequence of any neglect in safeguarding the work or
by, or on account of any act or omission, neglect or misconduct of the said Contractor; or by, or
on account of any claims or amounts recovered under the "Workers Compensation Law" or of
any other laws, by-laws, ordinance, order or decree, except only such injury or damage as shall
have been occasioned by the sole negligence of the City of Clearwater.
21. CONTRACT COMMUNICATIONS
All operational communications relative to this contract after award and contract execution shall
be provided to the Contractor's operational manager via telephone, Email and/or fax, and
duplicated in writing (if not conveyed by Email and/or facsimile) to the Contractor's operational
manager. The Contractor is to provide a contract administrator for the purpose of cooperation
and coordination of activities regarding operations, conflicts, resolutions, etc.
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Attachment number 2 \nPage 9
PART B. SPECIFICATIONS AND SCOPE OF WORK
1. GENERAL INFORMATION
The information appearing hereafter is furnished for the benefit of the bidder in preparing his bid
as some portion of the information may or may not appear elsewhere in the bid documents.
The selected Contractor will be given as much latitude and assistance as possible in planning and
coordinating his work, however, all work required to properly achieve the objective of the
proj ect must be carried out and be consistent with approved domestic wastewater residuals
removal, treatment and disposal practices normally observed throughout the industry and must
comply with all Federal, State, County and local regulations as well as the Contract Documents.
2. SCOPE
The purpose of these specifications is to describe the requirements of the City of Clearwater for:
• the removal and disposal by land application of dewatered and stabilized
(Class B) domestic wastewater residuals from the City's Marshall Street and
Northeast WRFs,
• haul of unstabilized liquid residuals from the City's East WRF to the
Northeast WRF,
• the removal and disposal by incorporation of dewatered and stabilized (Class
B) domestic wastewater residuals from the City's Marshall Street and/or
Northeast WRFs that comply with pathogen reduction requirements but do not
comply with vector attraction reduction requirements,
• the removal of unstabilized dewatered domestic wastewater residuals from the
City's Marshall Street and Northeast WRFs and hauling to a R1Vg',
• the removal of unstabilized dewatered domestic wastewater residuals from the
City's Marshall Street and Northeast WRFs and hauling to a landfill,
• haul of unstabilized liquid residuals from the City's Marshall Street WRF to
the Northeast WRF, and
• haul of unstabilized liquid residuals from the City's East WRF to the Marshall
Street WRF.
The selected Contractor will furnish all labor, materials, equipment and incidentals necessary to
remove, transport, and dispose of wastewater sludge/residuals in the manner prescribed in and
pursuant to the requirements of this contract.
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Attachment number 2 \nPage 1i
3. RESIDUALS BID ITEM DESCRIPTIONS
A. Base Bid Items
There are two (2) base bid items as described in this section. The contract will be
awarded based on the sum of the bid prices of these two items, and the evaluation
process described in Part A.6.
1. Stabilized (Class B) Biosolids (Dewatered Cake) to Land Application
The estimated annual amount of dewatered and stabilized (Class B) Biosolids to
be removed and disposed of from the Northeast WRF is approximately Ten
Thousand Four Hundred (10,400) wet tons, based on an assumed solids
concentration of 15%. The amount of residuals to be removed daily will vary
from day to day as required for efficient plant operation; however, an estimate of
two hundred (200) wet tons will need to be removed weekly.
The estimated annual amount of dewatered and stabilized (Class B) Biosolids to
be removed and disposed of from the Marshall Street WRF is approximately
Seven Thousand Eight Hundred (7,800) wet tons, based on an assumed solids
concentration of 15%. The amount of residuals to be removed daily will vary
from day to day as required for efficient plant operation; however, an estimate of
One Hundred Fifty (150) wet tons will need to be removed weekly.
During the term of this contract, the City anticipates changing sludge
dewatering methods from the existing belt filter presses to centrifuges; this
will change the assumed solids concentration to 25% which will also change
the quantity of wet tons that will be disposed of. It is estimated that these new
centrifuges will be placed into operation on or before the fourth quarter of
2012. However, this is not a firm date and is subject to change.
For bidding purposes the following removal and disposal quantities of stabilized
and dewatered residuals shall be used:
Stabilized (Class B) Biosolids from the Northeast WRF:
200 wet tons per week
Stabilized (Class B) Biosolids from the Marshall Street WRF:
150 wet tons per week
2. Unstabilized Liquid Sludge (Approximately 5% Total Solids) From East
WRF to NE WRF
The East WRF produces a liquid residual that requires transport to the Northeast
WRF for stabilization and dewatering. The estimated amount of unstabilized
liquid residuals to be hauled from the East WRF to the Northeast WRF for
Item # 13
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Attachment number 2 \nPage 1
stabilization and dewatering will vary from day to day as required for efficient
plant operation; however an estimate of approximately Sixty Five Thousand
(65,000) gallons per week will need to be hauled. The liquid biosolids are
approximately 5% (+/- 2%) total solids and are unstablized.
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized liquid sludge from the East WRF to the Northeast WRF (a
distance of approximately 5 miles): 65,000 gallons per week
B. Alternate Bid Items:
The City is interested in other sludge disposal options as shown in the following
alternate items. Bidder is not required to submit the alternate bid prices, but
inclusion will facilitate selection and award of contract.
1. Class B Biosolids Requiring Incorporation
In the event that routine testing of biosolids generated at the Northeast WRF
and/or the Marshall Street WRF determines that the biosolids meet the Class B
requirements for Pathogen Reduction, but do not meet the Class B requirement
for Vector Attraction Reduction, the City requires the option of hauling these
dewatered residuals to the hauler's permitted site for incorporation into the soil
within 6 hours of application on the land.
The amount of residuals to be removed and disposed of in this manner will vary
depending on the results of the routine biosolids testing.
For bidding purposes the following removal and disposal quantities of Class B
biosolids requiring incorporation shall be used:
Class B Bioslids Requiring Incorporation:
350 wet tons per week
2. Unstablized Sludge (Dewatered Cake) to RMF
The City may decide that unstabilized dewatered residuals can be hauled to a
R1Vg' (Residuals Management Facility) based on hauling and disposal fees. This
may include the unstablized and dewatered residual generated at the Marshall
Street WRF and/or the Northeast WRF that routine testing determines does not
meet Class B requirements for stabilization.
The amount of residuals to be removed daily will vary from day to day as
required for efficient plant operation and will depend on the results of the routine
biosolids testing. However, for bidding purposes an estimate of One Hundred
Fifty (150) wet tons of dewatered unstabilized residuals from the Marshall Street
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Attachment number 2 \nPage 1;
WRF and Two Hundred (200) wet tons of dewatered unstabilized residuals from
the Northeast WRF inay need to be removed weekly.
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized sludge to RMF:
350 wet tons per week
3. Unstablized Sludge (Dewatered Cake) to Landfill
The City may decide that unstabilized dewatered residuals can be hauled to a
landfill based on hauling and disposal fees. This may include the unstablized and
dewatered residual generated at the Marshall Street WRF and/or the Northeast
WRF that routine testing determines does not meet Class B requirements for
stabilization.
The amount of residuals to be removed daily will vary from day to day as
required for efficient plant operation and will depend on the results of the routine
biosolids testing. However, for bidding purposes an estimate of One Hundred
Fifty (150) wet tons of dewatered unstabilized residuals from the Marshall Street
WRF and Two Hundred (200) wet tons of dewatered unstabilized residuals from
the Northeast WRF inay need to be removed weekly.
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized sludge to Landfill:
350 wet tons per week
4. Unstabilized Liquid Sludge (Approx. 5% Total Solids) From Marshall Street
WRF to NE WRF (Additional Storage Truck Method)
The liquid residuals produced by the Marshall Street WRF can be either waste
activated sludge or a mixture of primary and waste activated sludge. If the City
decides that only waste activated sludge is to be hauled to the Northeast WRF for
stabilization and dewatering the hauler will be required to have a minimum 6,000
gallon sludge tanker on site at all times available for filling and then hauling to
the Northeast WRF. This is necessary because the Marshall Street WRF does not
have storage tanks available to isolate primary and waste activated sludges. The
liquid biosolids are approximately 5% (+/- 2%) total solids and are unstablized.
The estimated amount of unstabilized liquid residuals (waste activated sludge)
that may be hauled from the Marshall Street WRF to the Northeast WRF for
stabilization and dewatering will vary from day to day and will depend on the
capability and capacity of the systems at the Northeast WRF.
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Attachment number 2 \nPage 1;
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized Liquid sludge from the Marshall Street WRF to the Northeast
WRF (a distance of approximately 8.5 miles):
Waste activated sludge only: 60,000 gallons per week
5. Unstabilized Liquid Sludge (Approximately 5% Total Solids) From East
WRF to Marshall Street WRF
The East WRF produces a liquid residual that at times may require transport to the
Marshall Street WRF for stabilization and dewatering. The estimated amount of
unstabilized liquid residuals to be hauled from the East WRF to the Marshall
Street WRF for stabilization and dewatering will vary from day to day as required
for efficient plant operation; however an estimate of approximately Sixty Five
Thousand (65,000) gallons per week will need to be hauled. The liquid biosolids
are approximately 5% (+/- 2%) total solids and are unstablized.
Bidders shall use the following hauling quantities for bidding purposes:
Unstabilized Liquid sludge from the East WRF to the Marshall Street WRF
(a distance of approximately 6.5 miles): 65,000 gallons per week
Note that all of these residual quantities should be used for estimating purposes only. These
quantities are not exact and that the City makes no guarantee of the total amounts to be hauled
or removed for disposal. Seasonal fluctuations may require processing of 200% of the average.
Should the City encounter operational problems at the WRFs which impact the shipment of
bio-solids, the Contract shall make every effort to accommodate such interruptions.
Frequencv of Removal: It is anticipated that under normal conditions, sludge pickup and
transport from all three WRFs will occur during the six (6) day period, Monday through Saturday
each week between the hours of 12:00 AM. and 12:00 P.M The weekly quantities provided
herein are understood to mean the quantity of biosolids to be removed during that six (6) day
period each week.
Conditions may arise, from time to time, that will require biosolids to be picked-up and
transported during Sunday and/or alternate times during a 24 hour day. Should these conditions
occur, the Wastewater Environmental Technologies Manager or his designee will notify the
Contractor as soon as possible after the condition is determined to exist and request Sunday
and/or alternate time of pick-up and transport service and the contractor will make every effort to
accommodate the request for Sunday and/or alternate time of pick-up and transport service.
Should the Contractor desire to perform residuals pick-up and transport at other times from time
to time, a written request must be submitted to the Wastewater Environmental Technologies
Manager for approval.
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Attachment number 2 \nPage 1�
The Contractor shall coordinate the scheduling of residuals removal during the above days and
times with the Wastewater Environmental Technologies Manager or his designee. Under no
circumstances shall scheduled residuals removal be delayed more than 48 hours. See Paragraph
12 regarding Penalties. The Contractor shall notify the Wastewater Environmental Technologies
Manager or his designee immediately whenever situations develop that would interfere with the
scheduled residuals removal.
4. COMPOSITION OF SLUDGE CAKE
The Clearwater Northeast and Marshall Street WRFs will provide stabilized and/or unstabilized
domestic wastewater residuals dewatered cake at a solids concentration ranging from
approximately 15.0% to 30% total solids. The following is the most recent (12/2011) reported
parameters for the stabilized residual dewatered cake from each of these facilities. The data is
provided for informational purposes only and is not a guarantee of the characteristics of the
biosolids.
Parameter
Total Nitrogen
Total Phosphorus
Potassium
Cadmium
Zinc
Copper
Lead
Nickel
Arsenic
Mercury
Molybdenum
Selenium
pH (Laboratory)
Total Solids
Units
% dry wt.
% dry wt.
% dry wt.
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
mg/kg, dry wt
Units
%
Reported Concentrations (12/2011)
Northeast Marshall Street
6.1
2.9
0.13
24U (1)
918
968
30
20
17
1.0
22
3 OU (2)
7.3
14.8
6.2
4.2
0.16
24U (1)
767
615
22
20
14U (3)
0.82U (4)
17
3 OU (2)
7.8
15.0
Notes: (1) U qualifier indicates that that parameter was not present in a concentration at
or above method detection limit which was 24 mg/kg dry wt. for Cadmium.
(2) U qualifier indicates that that parameter was not present in a concentration at
or above method detection limit which was 30 mg/kg dry wt. for Selenium.
(3) U qualifier indicates that that parameter was not present in a concentration at
or above method detection limit which was 14 mg/kg dry wt. for Arsenic.
(4) U qualifier indicates that that parameter was not present in a concentration at
or above method detection limit which was 0.82 mg/kg dry wt. for Mercury.
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Attachment number 2 \nPage 1;
5. CONTRACTOR REQUIREMENTS
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.
Biosolids disposal from the City's Northeast and Marshall Street WRFs will be as follows:
1. Class B Biosolids by the following Land Application Methods:
a) Surface a�lication: Biosolids that meet the Class B pathogen reduction and
vector attraction reduction, per 62-640.600(1)(b), 62-640.600(2)(a), and
parameter concentrations as set forth in 62-640.700(5)(a) F.A.C., can be
directly surface applied by the hauler on their permitted land application sites.
b) Incorporation into soil: Biosolids that meet Class B pathogen reduction, but do
not meet the Class B vector attraction reduction requirements can be
incorporated into the soil by the hauler on their permitted land application
sites that allow incorporation to achieve vector attraction reduction.
2. Biosolids that do not meet Class B requirements (unstabilized biosolids) shall be
disposed of at a Class I Landfill (in accordance with 62-701, F.A.C) or at a Residuals
Management Facility (R1Vg') with a valid FDEP Permit by the contract hauler as
directed by the City.
6. REGULATORY REQUIREMENTS
The Contractor shall be responsible to comply with existing Florida Department of
Environmental Protection (FDEP) and United States Environmental Protection Agency (EPA)
residuals treatment and disposal regulations and any changes made in these regulations during
the contract period.
The Contractor shall meet the requirements of all regulatory bodies having jurisdiction over the
hauling, treatment and disposal of domestic wastewater residuals. The Contractor assumes all
responsibility for residuals analysis as required in Chapter 62-640, F.A.C.
Any spillage, leakage, or release of residuals in transit or at any other location other than an
FDEP approved disposal site must be reported to the Wastewater Environmental Technologies
Manager and all regulatory agencies within twenty-four (24) hours of the occurrence and include
details of the quantity and ultimate disposal method. All clean-up costs are the responsibility of
the Contractor.
The Contractor agrees, upon receipt of residuals from the City that they will be treated as
required by Chapter 62-640, F.AC. and STANDARDS FOR THE USE OR DISPOSAL OF
SEWAGE SLUDGE as outlined in 40 CFR Part 503, that he will accept responsibility for proper
treatment and disposal of the residuals as required by Chapter 62-640, F.A.C. and Contractor
shall be aware of and will comply with requirements for proper disposal as described in the
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Attachment number 2 \nPage 1i
existing and any subsequently issued operating permits for each WRF issued by the Florida
Department of Environmental Protection.
The City of Clearwater's Northeast WRF Permit was issued by FDEP on March 19, 2007 and
expires on March 18, 2012. The East WRF Permit was issued by FDEP on March 19, 2007 and
expires on March 18, 2012. The Permit for the Marshall Street WRF was issued on March 7,
2007 and expired on October 12, 2011. All three of these Permits are currently in the process of
being renewed. By submitting a bid, the contractor acknowledges that the permits will be
renewed during the contract term and conditions may or may not require modification to the
biosolids handling, hauling and disposal requirements as required as part of the new Part 62-640
Rule provisions associated with the scope of work.
Should this be the case and new requirements materially change the conditions through which
the contractor is required to perform the work (beyond that which the Contractor should have
present knowledge of and be aware of since the Rule is currently in effect), the City and/or
Contractor will have the opportunity to negotiate a mutually agreed upon change order for
affected line items in the contract. If such a mutually agreed upon change order cannot be
derived the Owner may opt to re-advertise for services.
THE CONTRACTOR IS HEREBY NOTIFIED THAT HE/SHE MUST BE FULLY
AWARE OF AND KNOWLEGABLE ABOUT THE PROVISIONS OF ALL CURRENT
APPLICABLE REGULATORY RULES AND REGULATIONS AND MUST INCLUDE
IN HIS/HER BID PRICES THE COSTS ASSOCIATED WITH FULL COMPLIANCE
WITH SAME. FAILURE OF THE CONTRACTOR TO BE FULLY KNOWLEGABLE
OF AND FULLY AWARE OF ALL CURRENT APPLICABLE REGULATORY RULES
AND REGULATIONS SHALL NOT ENTITLE THE CONTRATOR TO CLAIM A
CHANGE IN THE SCOPE OF WORK AND/OR CHANGE ORDER CLAIM.
COPIES OF THE CURRENT PERMITS FOR EACH FACILITY ARE AVAILABLE
UPON REQUEST TO THE CITY OF CLEARWATER PURCHASING DEPARTMENT.
7. COMMUNICATIONS
The Contractor shall have a means by which the Wastewater Environmental Technologies
Manager and/or his designee can contact the Contractor or his employee in responsible charge,
24 hours per day, 7 days per week An answering service, electronic paging device or cellular
telephone that causes the Contractor or his employee in responsible charge to respond within 30
minutes of the Wastewater Environmental Technologies Manager's contact attempt will be
satisfactory. All communications from Contractor to City will be through the Wastewater
Environmental Technologies Manager and/or his designee. Contact information for the
Wastewater Environmental Technologies Manager will be provided to the successful bidder.
8. ODORS
The City of Clearwater's domestic wastewater residuals shall be disposed of in a manner, which
will not cause or contribute to a nuisance odor as outlined in 62-640.400(6).
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9. REGULATORY PERMITS, FORMS, PLANS and LICENSES
The Contractor shall be responsible for obtaining, maintaining and paying for all permits,
licenses and registration required by regulatory agencies having jurisdiction over the treatment,
hauling, transportation and disposal of wastewater residuals.
The Contractor shall secure the required permits for proper reuse and/or disposal of the residuals.
This includes preparation of the required Treatment Facility Biosolids Plan (FDEP Form 62-
640.210(2)(a)), Biosolids Site Permit Application (FDEP Form 62-640.210(2)(d) and signed
Nutrient Management Plan). The Contractor shall submit copies of all required FDEP Forms;
Plans; all permit applications, approved permits with site plans, and any and all other
documentation as required by the Regulatory Agencies, to the City, at no cost to the City.
Please note that the City is requiring that Bidders submit with their proposals two (2)
copies of the Treatment Facility Biosolids Plan(s), Biosolids Site Permit Application and
Nutrient Management Plans for their proposed disposal site(s). The bidder must have
multiple sludge disposal sites. Bidders with a single site will not be considered. For bidders
that have not completed permitting their sites under the new rule, F.A.C. Chapter 62-640,
effective date August 29, 2010 (and any and all subsequent revisions), then submission of
existing FDEP Approved Agricultural Use Plans for all sites proposed to be utilized under
this contract is required.
Records and reports will be submitted to the Wastewater Environmental Technologies Manager
as required in Paragraphs 12 & 15.
10. CLEANUP
The Contractor shall clean up the job site at the wastewater treatment plants and at the residuals
disposal sites at the end of each day of operations.
Daily cleanup shall include the removal of soil or residuals dropped on any roads or on public
and private property. Daily cleanup shall also include the cleanup of the residuals loading
station, cleanup and removal of spilled residuals, and sanitizing any spill area.
Any spillage of residuals shall be reported within twenty-four (24) hours to the Regulatory
agencies and the Wastewater Environmental Technologies Manager as required in Paragraph 6.
11. EQUIPMENT
The Contractor is required to provide all necessary equipment for residuals removal and disposal
including hauling vehicles. The Contractor is to own or be sole lessee of the equipment utilized
in the performance of the Contract (i.e., no Owner/Operator tractors). The equipment is to have
the company name prominently displayed.
Item # 13
17
Attachment number 2 \nPage 1�
All hauling vehicles shall have a functional site gauge marked in a fashion to be representative of
tank capacity. If a site gauge on a vehicle reporting to the wastewater treatment plant is not
functional, i.e., plugged or stained, it must be unplugged if plugged and replaced if stained before
the vehicle returns to the wastewater treatment plant for another load. All hauling vehicles shall
arrive at the wastewater treatment plants completely empty. All hauling vehicles are to be kept
clean and neat through regular washing (preferably daily) and painting.
The Contractor is required to provide other equipment that may be necessary to provide all
services specified herein. All equipment shall be in good condition and be properly maintained to
minimize down time and should be appropriate for the application. All equipment shall be
maintained so that it can be safely operated and does not present a threat to people, private or
public property. It shall be the Contractor's responsibility to keep all of this equipment in good
working order.
The Wastewater Environmental Technologies Manager and/or his designee reserves the right to
turn away from the wastewater treatment plants any hauling vehicles/equipment that arrive in an
unsafe condition, have obviously not been maintained or are excessively dirty.
12. PAYMENTS AND PENALTIES
Pavments: The Contractor shall provide duplicate receipts (2) for every truckload of residuals
hauled from the wastewater treatment facilities. The receipt shall include weight of biosolids and
truck tare weight. Each truckload shall have a designated hauling receipt number. These receipts
shall be left with the Wastewater Environmental Technologies Manager and/or his designee on
the same day that the residuals are removed.
These receipts shall include company name, date, and time of arrival, time of departure, trailer
tag number, disposal site, ground water depth, and volume in gallons, driver's signature and
Owner's personnel signature and any other information required by any applicable regulatory
agency.
The Contractor shall submit an invoice to the City of Clearwater for payment upon their schedule
but not more frequently than once every thirty day period. Included with the invoice shall be
Biosolids Application Site Log (FDEP Form 62-640.210(2)(e) for each WRF which must include
and summarize each load ticket number including which site residuals were applied, and total
summary of wet tons and dry tons sent to each site and other information requested in the form.
Such form shall be signed and dated by an authorized representative of the company. No invoice
for payment shall be submitted without the completed residuals record keeping form. City
reserves right to withhold payment if residuals record keeping form is not provided with invoice.
On an annual basis, but no later than January 15th of each year, the Contractor shall submit a
completed Florida Department of Environmental Protection Standard Domestic Wastewater
Forms: Treatment Facility Biosolids Annual Summary (DEP Form 62-640.210(2)(b)) and
Biosolids Application Site Annual Summary (DEP Form 62-640.210(2)(d)) along with copies of
any revisions made to the site Nutrient Management Plan (62-640.650(5)(d), F.A.C) and
cumulative loadings of inetals and any and all other documents required by any applicable
regulatory agency.
Item # 13
18
Attachment number 2 \nPage 1!
Payments will be based upon the residuals hauling volume calculated by the Wastewater
Environmental Technologies Manager and not necessarily that, which is invoiced. Differences
between invoiced and calculated volumes must be reconciled between the Contractor and the
Wastewater Environmental Technologies Manager before payment on the disputed volume is
authorized.
The Contractor may observe Owner calculation methods and may have drivers witness
measurements used in calculations.
1. Penalties: The estimated quantity of residuals to be removed per week (over the six
day period from Monday through Saturday) from the Marshall Street and Northeast
WRFs is Three Hundred Fifty (350) wet tons. The estimated quantity of liquid
residuals to be hauled from the East WRF to the Northeast WRF is Sixty Five
Thousand (65,000) gallons per week (over the six day period from Monday through
Saturday). The Wastewater Environmental Technologies Manager and/or his
designee will inform the Contractor of the quantities to be hauled as the amounts may
be more or less than the weekly estimates listed above.
If the Contractor does not remove the quantity scheduled by the Wastewater
Environmental Technologies Manager or his designee, the Contractor has up to 48
hours to make up the lost quantity while still keeping up with the regularly scheduled
quantity.
If the Contractor does not make up the lost quantity within 48 hours, the Contractor
shall have the obligation to haul such quantity without receiving payment thereof.
Failure to haul the quantity, as set forth herein shall be deemed to be a material
breach of this Contract.
13. QUALITY STANDARDS
Labor, materials and equipment shall be of good quality and be able to perform the project work.
Competent operators with appropriate Commercial Driver Licenses shall be provided for the
operation of all Contractor equipment.
14. MANIFESTS AND TRUCK TRACKING
The Contractor shall provide a numbered ticketing system that will effectively identify the
following: the date, the time the load is removed, gallons or wet ton weight, the driver, trailer
number, City Staff signature, site name, site ID No., and any other information necessary to track
the removal of bio-solids from the City's facilities. This ticketing system shall be multi-copy so
each of the parties may receive a copy of each load. The Marshall Street and Northeast plants
have scales and are able to provide a net weight ticket for each load of pressed cake removed.
The scales are certified annually by the Florida Department of Agriculture.
Item # 13
19
Attachment number 2 \nPage 2i
15. REPORTING
The Contractor will furnish to the City quarterly facility and field operations reports. These
reports shall summarize the past quarter and be provided to the City no later than the end of the
month following the quarter (Jan-Mar is due by April 30). The City of Clearwater will provide
the Contractor biosolids analysis data for the cake produced at the Marshall Street and Northeast
facilities six (6) times yearly (every other month). In addition the Contractor shall supply the
City with all reports and forms required by FDEP as stated in Chapter 62-640, F.A.C. and as
stated in the document. Contractor shall also provide City with all necessary forms, reports and
documentation necessary to assist the City in the preparation of its Annual Bio-Solids Report
(503 Report). Contractor shall also provide any and all reports and/or data required by any
applicable Federal, State, and/or Local regulatory agency rule and/or regulation.
Item # 13
20
Attachment number 2 \nPage 2
PART C. SUPPLEMENTAL GENERAL CONDITIONS
1. APPROPRIATION CLAUSE
The City, as an entity of government, is subject to the appropriation of funds by its legislative
body in the amount sufficient to allow continuation of its performance in accordance with the
terms and conditions of this contract for each and every fiscal year following the fiscal year in
which this contract shall remain in effect. Upon notice that sufficient funds are not available in
the subsequent fiscal years, the City shall therefore be released of all terms and other conditions.
2. PROTEST PROCEDURES - RIGHT TO PROTEST
Any actual or prospective bidder who is aggrieved in connection with the solicitation or award of
a contract may seek resolution of their complaints by contacting the Purchasing Manager.
3. NO CORRECTIONS CLAUSE
Once a competitive proposal is submitted, the City shall not accept any request by any proposer
to correct errors or omissions in any calculations or competitive price submitted.
4. OPENNESS OF PROCUREMENT CLAUSE
Written competitive proposals, other submissions, correspondence, and all records made thereof,
as well as negotiations conducted pursuant to this RFP, shall be handled in compliance with
Chapters 119 and 286, Florida Statutes. The City gives no assurance as to the confidentiality of
any portion of any proposal submitted.
4. NO COLLUSION CLAUSE
By offering a submission of an RFP, the proposer certifies that they have not divulged to,
discussed or compared his/her competitive proposal with any other proposers and has not
colluded with any other proposers or party whatsoever.
6. INFORMALITY/REJECTION CLAUSE
The City reserves the right to reject any or all responses and to wave any irregularity, variance or
informality whether technical or substantial in nature, in keeping with the best interests of the
City.
7. NON-DISCRIMINATION & EQUAL OPPORTUNITY
It is the desire of the City of Clearwater to provide Minority/Women-Owned, Small and
Emerging Business Enterprises, and all other business enterprises an equal opportunity to
Item # 13
21
Attachment number 2 \nPage 2;
participate in the performance of all contracts, subcontracts, and other City of Clearwater
business activities. The City of Clearwater is an equal opportunity employer.
8. CONFLICT OF INTEREST
Proposers warrant and covenant that no official or employee of the City of Clearwater, nor any
business entity in which an official of the City of Clearwater has an interest, has been employed
or retained to solicit or aid in the procuring of the resulting contract, nor that any such person
will be employed in the performance of such contract without immediate divulgence of such fact
to the City of Clearwater. Proposers will notify the City of Clearwater of any potential conflict of
interest regarding other work or third party contracts.
Item # 13
22
Attachment number 2 \nPage 2:
ATTACHMENT A
Bidder's Proposal Form
(Bidder's Please Attach
Completed Bidder's Proposal Form After This Page)
Item # 13
23
Attachment number 2 \nPage 2�
ATTACHMENT B
Insurance Certificate
Item # 13
24
Attachment number 2 \nPage 2:
ATTACHMENT C
Bonding Certificate
Item # 13
25
Attachment number 2 \nPage 2i
ATTACHMENT D
Refe re n ce L ist
Item # 13
26
Attachment number 2 \nPage 2
ATTACHMENT E
FDEP Required Forms
• Treatment Facility Biosolids Plan, Form 62-640.210(2)(a)
• Treatment Facility Biosolids Annual Summary, Form 62-640.210(2)(b)
• Biosolids Application Site Annual Summary, Form 62-640.210(2)(c)
• Biosolids Site Permit Application, Form 62-640.210(2)(d)
• Biosolids Application Site Log, Form 62-640.210(2)(e)
• For bidders that have not completed permitting their sites under the new rule, F.A.C.
Chapter 62-640, effective date August 29, 2010 (and any and all subsequent revisions),
then submission of two (2) copies of existing active FDEP Approved Agricultural Use
Plans for all sites proposed to be utilized under this contract is required.
Item # 13
27
BIDDER'S PROPOSAL
PROJECT: HAULING AND DISPOSAL OF BIOSOLIDS
A. BASE BID ITEMS
ITEM
NO. DESCRIPTION
EST. UNIT UNIT
1. STABILIZED (Class B) WET TONS
BIOSOLIDS (PER WEEK)
(DEWATERED CAKE)
TO LAND APPLICATION
2. UNSTABILIZED LIQUID GALLONS
SLUDGE (PER WEEK)
(Approx. 5%Total Solids)
EAST WRF TO NE WRF
BIDDER'S WEEKLY SUB-TOTAL
350
UNIT PRICE
$
65,000 $
(Numbers)
BIDDER'S PROJECT TOTAL (WEEKLY TOTAL x 156 WEEKS) = BASE BID
$ (Numbers)
Attachment number 3 \nPage 1
TOTAL
/wet ton $
/gallon $
BIDDER'S PROJECT TOTAL (WEEKLY TOTAL x 156 WEEKS) = BASE BID
$ (Words)
CONTRACTOR:
I[�'ii�:�iEc3
Attachment number 3 \nPage 2
B. ALTERNATE BID ITEMS
ITEM
NO. DESCRIPTION EST. UNIT UNIT QTY. UNIT PRICE
ALTERNATES:
1. CLASS B BIOSOLIDS
REQUIRING
INCORPORATION
WET TONS
(PER WEEK)
2. UNSTABILIZED SLUDGE WET TONS
(DEWATERED CAKE) (PER WEEK)
TO RMF
3. UNSTABILIZED SLUDGE WET TONS
(DEWATERED CAKE) (PER WEEK)
TO LANDFILL
4. UNSTABILIZED LIQUID GALLONS
SLUDGE (PER WEEK)
(Approx. 5%Total Solids)
MARSHALL ST. WRF to NE WRF
(Additional Storage Truck Method)
5. UNSTABLIZED LIQUID GALLONS
SLUDGE (PER WEEK)
(Approx. 5%Total Solids)
EAST WRF TO MARSHALL ST. WRF
350
350
350
60,000
65,000
$ /wet ton
$ /wet ton
$ /wet ton
$ /gallon
$ /gallon
THE BIDDER'S TOTAL FROM ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND
LUMP SUM PRICES AND THE ESTIMATED QUANTITIES REQUIRED. THIS FIGURE IS FOR
INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION
FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THER IS AN ERROR IN THE TOTAL BY THE
BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN.
I[�'ii�:�iEc3
CITY OF CLEARWATER, FLORIDA
REQUEST FOR PROPOSAL (RFP #09-12)
FOR
BIOSOLIDS SERVICES
ADDENDUM NUMBER 1— FEBRUARY 14, 2012
OPEN February 23, 2012 AT 4:00 PM
TO BE DELIVERED
City of Clearwater Purchasing Manager
Municipal Services Building
100 So. Myrtle Avenue (3rd) Floor
Clearwater, FL 33756
Or mailed to Purchasing Manager
George McKibben
PO Box 4748
Clearwater, FL 33758-4748
Attachment number 4 \nPage 1
I[�'ii�:�iEc3
Attachment number 4 \nPage 2
PART A. GENERAL INFORMATION
1. I ntent
It is the intent of this Addendum Number 1 to the Request for Proposal is to correct errors in the
original document and to answer questions submitted by potential bidders after review of the
original document. Bidders will submit this Addendum, fully executed, with their Proposal.
Failure to submit a fully executed Addendum Number 1 may result in the bidder being
disqualified.
2. Corrections and Changes
A. Section 3, Part A, Performance Bond, is hereby changed to read:
"The successful proposer must supply a performance bond in the amount of ten percent
(10%) of the value of the first 12 month portion of the award (52 weeks portion of base
bid) prior to the City of Clearwater's executing the contract or issuing a purchase order.
The bond shall remain in effect throughout the first year of the work plus during any and
all subsequent extensions granted to the bidder."
This change represents a reduction of 104 weeks of the base bid value included in the
10% Performance Bond requirement.
B. Subsection B, Section 1, Part B, which now reads "The City is interested in other sludge
disposal options as shown in the following alternate items. Bidder is not required to
submit the alternate bid prices, but inclusion will facilitate selection and award of
contract." Is hereby changed to read: "The City is interested in other sludge disposal
options as shown in the following alternate items. Bidder is required to submit the
alternate bid prices which will be utilized when evaluating the capabilities of potential
bidders during the evaluation of award of contract."
3. Responses to Potential Bidder Questions
A. Question: Who is the current hauler?
Answer: H&H Liquid Sludge Disposal, Inc.
B. Question: Where is the current hauler disposing of the biosolids?
Answer: Currently, the following six sites are identified in our WRF FDEP Permits:
SR Ranch
Fox Branch Cattle Company
Circle Cross Ranch
Southerland Ranch
B-Bar-J Ranch
Chris Walker Ranch
Item # 13
2
Attachment number 4 \nPage 3
C. Question: Is there any fuel sur-charge?
Answer: No, a fuel surcharge is not allowed under the current or any future contracts for
biosolids services — see the RFP for requirements.
D. Question: What is the current price?
Answer: Stabilized (Class B) Biosolids Cake to Land Application: $23.90/Wet Ton
Liquid Sludge East to NE WRF: $0.03/Gallon
Unstabilized Sludge Cake to Landfill: $53.90
Class B Biosolids Cake Requiring Incorporation: $23.90/Wet Ton
Liquid Sludge Marshall Street to NE WRF: $0.039/Gallon
E. Question: What was the original Price?
Answer: The prices show above are the same as when bid; no increases over the period.
F. Question: The alternate bids #1,#2 and #3 all ask for pricing to different disposal or reuse
alternatives. Will the contractor have the option to haul to an RMF in lieu of hauling to
the fields for incorporation or hauling to the landfill for disposal?
Answer: The City MAY consider this disposal method should the need for the service
arise. Any bidder wishing to provide a price for disposal at a Biosolids Treatment Facility
MUST provide a price for the alternate service as requested on the bid form as their
primary alternate service bid. They may then provide a separate price for disposal to a
Biosolids Treatment Facility that MAY be accepted by the City, at its sole discretion, if
and when the service is ever required. This separate bid MUST be provided on a separate
page appended to the Bid Form and prepared by the bidder. The separate bid must clearly
state the lump sum unit bid price (to include ALL costs associated with disposal by this
means) and the BTF name, and the bidder must provide a copy of the FDEP Permit for
the BTF facility with their bid form.
4. Bidder Acknowledgement of Receipt of Addendum Number 1
I (we) (bidder name) hereby acknowledge
that we received Addendum Number 1 on (date)
and that I(we) have utilized the information herein when developing our Proposal and the prices
provided therein.
Signed:
Date:
I[�'ii�:�iK3
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve an increase and a one-year extension to an existing three-year contract (BR504735) to Polydyne Inc., of Riceboro, GA,
increasing the contract by $197,300.00, for a new total value of $1,200,556.48 for the Polymer Services, and authorize the appropriate
of�cials to execute same. (consent)
SUMMARY:
Polymer is used at the City's three Water Reclamation Facilities (WRF) to thicken biosolids and reduce the amount of water in the �nal
cake; thereby, reducing the cost required to haul and dispose of the biosolids.
Additional funds are requested to be added to purchase order BR504735 at this time. The Water Reclamation Facilities are in the
process of conversion from Belt Presses to Centrifuges within in the next 12 months. This change in technology will require a re-
evaluation of the type and quantity of polymer used by the new centrifuges when the new units are being readied to be placed into
operation. Until that re-evaluation is completed, it is impractical to prepare specifications for and bid for a new contract.
Polydyne has agreed to hold their price the same ($1.04/lb) for another year.
The City advertised the Request for Proposal (RFP 12-08) and required that the potential polymer suppliers perfarm trial runs with their
proposed products when the original contract was executed. The submitted price for the product and dewatering effectiveness on
Clearwater biosolids (as per trial results) combine to make Polydyne the most cost effective provider.
Sufficient budget is available in the Water and Sewer Utility Fund operating cost center 0421-01351-551000-535-000-0000, WPC
Operations, to fund $32,241.91 of the current year cost of this contract increase and is planned in the budget request to be brought
forward for Fiscal Year 2012/2013 in the amount of $165,053.09.
Type:
Operating Expenditure
Current Year Budget?: Yes
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Appropriation Code
0421-01351-551000-535-
000-0000
$32,241.91
FY
2012 to FY
2013
Amount
$32.241.91
Budget Adjustment:
Annual Operating Cost:
Total Cost:
Appropriation Comment
FY 11/12
None
$197,300.00
0421-01351-551000-535- $165,053.09 FY 12/13
000-0000
Review 1) Off'ice of Management and Budget 2) Public Utilities 3) Office of Management and
Approval: Budget 4) Lega15) Clerk � Purchasing 7) Clerk 8) City Manager 9) Clerk
Cover Memo
IE�ii�:�iC!
Attachment number 1 \nPage 1
� �m: � � ��az `�°.
January 26, 2012
Flo Reichert
City of Clearwater
1605 Harbor Dr.
Clearwater, FL 33755
Re: Polymer/Wastewater Chemicals
Dear Ms. Reichert,
SNF Polydyne inc. will agree to extend the Polymer contract for an additional year with the
City of Clearwater. SNF Polydyne inc. will hold the current price of $1.041b delivered, all
other terms and conditions will remain the same.
If you have any additional questions please contact me at 352-409-3938.
Best regards,
�a��� �enimo�e
Larry Fenimore
Senior Sales Representative
PO Box 279 • Riceboro, GA 31323 USA • Tel 800-848-7659 • Fax 912-880-2078 • www.polydyneinc.com Item # 14
Rolyrrasr Fiefd Trlai Results l��f �
�)
FD��JN�S
7hickene[
F95 Poi d na �Ciha
Pc�lymer Brand �1.2�2 �E 4197 �tag �846F5
Percent acfive °In d6 �p q.0
Feed 5o.lids 96 Q.B� t1,62 p.g8
pRm $,2Q0 9,2Q0 S,.8Q4
ThiCkel7�C! Solitls % 7.27 5.�7 '�.73
�f�ra#e 5:ofi[!s °/, d.09. OA'i9� O.UB
�eed Flaw �pm 50 5.0 5t1
Dp�ratian time hrs 4 4 4
Tot�l Flvw gal 12,�d0 12,qaA '12;00(3
MGQ aA1�0 D.Oi2I] �.41�Q
7aia1 So.iitls f�s 821 92T 9$1
dt 0:+�'F 0.46 p,A9
tvt 5:64 5.7.0 6.34
Po?YmeC llsed [hs ZD.pO 'E�.61] 1T.00
IE71[3t 2�4,3� 27.37 3d.fi�
Polymer Lln'it Cost Sllh 1.13 D:98 1_04
Palymer Costldry ton �ldt �8 27 36
B�lt pcess
F85 Pvi d ne Ciba
Pvfymer 8rand CB�� 5E 1197 Ziag 884SFS
Per�ent a�tiVe °� 4�` 4E3 4�
�eed 5arids °i6 1.80 1.92 1.�5
pPrtt 9$:{IQ4 '�9,2� 17.9bf1
Cake snlids %0 2�'i.00 2f.U2 16.5&
Filtr�te S�li[!s °/e 0.12 b.09 t1.15
Feed Rv,w gprn ?L0. 4.p 4Q
O.peration tirne. hrs. � 4 �
Total Ftow gal 9,6Ufl 8.;60i] 9.6tl(]
MGd fl.60'95 O.A�96 D.Of)9fi
Total:5atids Ibs 1,A41 1,53�` 1,q33
dt 0.72 0.77 0.72
Pb�ymer E1sed It�s 34.A0 4�:4a 31.5U
l�ldt 47'.7$ 61 �67 43.9$
Po:lytner lJnit Cost $I!b 'f:11 fl.98 1,Q4
�olymer Costldry fvn $ldt 52 60 4$
C f I e 8ased C rr�nt'Siud e Pradu " n
Current Salid Prociu�tion dt�yr 1,0'�3 1,073 1,O.i3.
Annual P❑.lymer ea.g� ��yr 56,99� 64,846. 49,054
52udge dispasal cost $Iwt 38.8 38.8 38:.
Sfudge disposal wtlyr 5,3fi5 5,1p5 6,479
Cvst fvr dispasal �lyr 208,15.7 798,D57 25.1,3:98
T63a1 sludge cast 51yr 2G4.3.5A� �62,9�3 340,A52
�
�
�
�
N
�
��nrFs
a�a cn��kr,sr E�M�lNDS
IEem Criteria �6S Giba Polyd ne
1 Conformance #o S ecs
�ix ro osals sub.rnitted Y Y Y
ca.m an . namelac�dress .on suhmittal Y Y Y
Bidder Pra asai Fo.rm Y 1� Y
Insurance Cerkifi��te Y Y Y
B.andiri Certifieate N N Y
�mulsior� e Y Y Y
Product data she�t PJ Y Y
belf ress field da#a meets s ec Y �I Y
th�ickener fiel� data m�ets s ec Y Y Y
d�li�8red in 3�0 al tate hins wlmixer hale NS Y Y
� Pric� er ound is i�en Y Y Y
3 Financial Capab'r4i NS N Y
4❑isenunt Dffered N iV N
� Frei hf Char es inc[uded in rice Y Y Y
6 D..�lf.V� Time within � dd s NS Y NS
i Warrar� N5 NS Ai5
8 8idder �ualifi��t'ions
15�+ of rs �x erience Y Y Y
3 cantacts of similar servi�e Y Y Y
F�eferen�e iist Y 1' Y
9 Venciar }�ast PerFormartce Gaorl Goad Gaad
Na: NOT.SPECIFlEI�
�
�
�
�
�
,1onrFs
EDMU11�D5
Bid �iialuatian
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Approve an increase and one year extension to existing contract with Water Specialists Technologies LLC, of Sanford, FL in the
amount of $155,700.00 (BPO BR503870) for a new contract total of $1,005,483.49 for the purchase of copper precipitant TR-50, and
authorize the appropriate of�cials 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 is 3.7 parts per billion and this product
effectively reduces effluent copper to maintain permit compliance.
This is a proprietary product. When the contract was originally bid, an extensive study was undertaken to select the product
best capable of allowing the City's facilities to meet FDEP permit requirements. in 2007, when this product was
competitively bid, Water Specialists Technologies LLC was the lowest bidder. They have agreed to extend the contract by
one year at the same price and terms. Given that the cost of manufacture and transport of chemicals has increased since
2007, staff believes this is a good value for the City.
This product has been shown to allow the City to maintain permit compliance since 2006. Given that the Marshall Street
facility is currently under a Consent Order with the FDEP, staff believes that it is not prudent to attempt to switch to a
different product at this time.
Sufficient budget is available in the Water and Sewer Utility Fund operating cost center 0421-01351-551000-535-000-0000,
WPC Operations, to fund $44,043.84 of the current year cost of this contract increase and is planned in the budget request
to be brought forward for Fiscal Year 2011/2012 in the amount of $111,656.16.
Type:
Operating Expenditure
Current Year Budget?: Yes
Budget Adjustment Comments:
Current Year Cost:
Not to Exceed:
For Fiscal Year:
Appropriation Code
0421-01351-551000-535-
000-0000
0421-01351-551000-535-
000-0000
$44, 043 .84
FY
2012 to FY
2013
Amount
$44, 043 .84
$111,656.16
Budget Adjustment:
Annual Operating Cost:
Total Cost:
Appropriation Comment
FY 2012
FY 2013
None
$155,700.00
Cover Memo
I[�'ii�:�iN7
Review 1) Off'ice of Management and Budget 2) Public Utilities 3) Office of Management and Budget 4) Public Utilities 5) Off'ice of
ApprovaL• Management and Budget � Lega17) Clerk 8) Purchasing 9) Clerk 10) Assistant City Manager 11) City Manager 12) Clerk
Attachment number 1 \nPage 1
�at�r
Specialists
Technalogies
1515 Kastner Place Sanford, FL 32771 USA Phone: 321-7910 Fax: 407-321-3098
DATE: January 27, 2012
TO: Flo Reichert
SUBJ: TR-50 Precipitant
Water Specialists Technologies LLC is pleased to extend the current discounted pricing of
$0.55/Ib. FOB our facility in Sanford, FL for totes of our TR-50 Precipitant to Clearwater for the
period from May 1, 2012 to April 30, 2013.
Please let me know if you have any questions or if more information is required.
Pam McKenzie
Business Manager
I[�'ii�:�iN7
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�•
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Amend the Community Development Code, Section 47.031(1) by adding an alternate member to the Building Flood Board of
Adjustment and Appeals and pass Ordinance 8312-12 on first reading.
SUMMARY:
At the January 9, 2012 wark session meeting, City Council expressed a concern regarding the Building/Flood Board of Adjustment and
Appeals could not hold a meeting due to lack of quorum. Staff was directed to add an alternate member to the board.
Ordinance 8312-12 amends the Community Development Code, Section 47.031(1), by adding an alternate member to the
Building/Flood Board of Adjustment and Appeals.
The Community Development Board reviewed the ordinance at their March 20, 2012 meeting and recommended approval.
Review Approval: 1) Off'ice of Management and Budget 2) Lega13) Clerk 4) Assistant City Manager 5) City Manager 6) Clerk
Cover Memo
��11�:���
Attachment number 1 \nPage 1
ORDINANCE NO. 8318-12
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE COMMUNITY DEVELOPMENT CODE, PART II,
SECTION 47.031(1) BUILDING/FLOOD BOARD OF
ADJUSTMENT AND APPEALS; BY ADDING AN ALTERNATE
MEMBER TO THE BUILDING/FLOOD BOARD OF
ADJUSTMENT AND APPEALS; PROVIDING AN EFFECTIVE
DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. Section 47.031 — Created; membership; terms is hereby amended as
follows:
(1) There is hereby established the building/flood board of adjustment and appeals,
which shall consist of five members and one (1) alternate member. The
members of the board shall be appointed by the city manager.
(2) Members of the board shall be persons with knowledge and experience with the
technical codes adopted in this chapter, such as design professionals,
contractors or building industry representatives.
(3) A board member shall not act in a case in which the member has a personal or
financial interest.
(4) The term of office of a reqular board member shall be four years. Vacancies
shall be filled for an unexpired term by appointment by the city manager.
Continued absence of any member from required meetings of the board shall, at
the discretion of the city manager, render any such member subject to removal
from office. The alternate member shall serve at the pleasure of the city
manaqer for a four year term.
Section 2. This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos
Mayor
Approved as to form: Attest:
Item # 16
Ordinance No. 8318 -12
Leslie Dougall-Sides Rosemarie Call
Assistant City Attorney City Clerk
Attachment number 1 \nPage 2
Item # 16
Ordinance No. 8318-12
Work Session
Council Chambers - City Hall
Meeting Date:4/2/2012
SUBJECT / RECOMMENDATION:
Appoint one member to the Clearwater Housing Authority board with term to expire September 30, 2016.
SUMMARY:
APPOINTMENT WORKSHEET
BOARD: Clearwater Housing Authority
TERM: 4 years
APPOINTED BY:Mavor, Approved bv Citv Council
FINANCIAL DISCLOSURE: Required
RESIDENCY REQUIREMENT: City of Clearwater
SPECIAL QUALIFICATIONS: One member must
be a Public Housing Resident (effective 10/1/84)
MEMBERS: 5
CHAIRPERSON: Robert Aude
MEETING DATES: 4th Friday, 9:00 a.m. (Every other month)
PLACE: TheVincent Building, 908 Cleveland Street, Clearwater, FL 33755
APPTS. NEEDED: 1
THE FOLLOWING ADVISORY BOARD MEMBER HAD A TERM WHICH EXPIRED AND NOW REQUIRES
REPLACEMENT BY A NEW APPOINTEE:
1. Terry G. Byrd — 2636 Brewton Ct., 33761 — Original Appointment 9/21/95
(4th Term expired 9/30/11)
was recommended by CHA for reappointment but did not get reappointed — 9/1/11 council meeting
(1) absence in the past year
THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY:
1. Nino Accetta — 2724 Via Murano Unit 626, 33764 — Business Owner/Banking
2. John B. Johnson — 3237 San Pedro St., 33759 — Business/Insurance
Zip codes current members on board:
1 at 33756
1 at 33759
1 at 33761
1 at 33767
Review Approval: 1) Clerk
Cover Memo
i�:�r�
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Review Council Rules and provide direction regarding revisions. (WSO)
SUMMARY:
Meeting Date:4/2/2012
Staff recommends amending Rule 1(2) to reflect 1:00 p.m. wark session start times. At the February 27, 2012 wark session, there was
consensus by Council to move the wark session start time from 9:00 a.m. to 1:00 p.m.
Review Approval: 1) Clerk
Cover Memo
��II�:�Eij
Attachment number 1 \nPage 1
COUNCIL RULES
RULE 1
SCHEDULING COUNCIL MEETINGS/WORK SESSION AGENDAS
(1) The City Council shall meet on the first and third Thursdays of each month at
6:00 p.m. in its chamber. However, in July, the City Council shall hold one regular night
meeting on the third Thursday of the month. There will be no regular meeting on the
third Thursday of December or the first Thursday of January. The Council will make this
determination at the time the annual meeting calendar is being compiled. The day of
the meeting may be changed by majority vote of the Council.
(2) Except as may be rescheduled from time to time when necessary due to conflict,
a work session shall be held at 9:00 a.m. on the first working day of the Council meeting
week. Work sessions are primarily designed for information gathering and guidance,
and no formal Council decision approving or disapproving an agenda item or items
scheduled for public hearing may be made. No public input will be accepted at work
sessions except by consensus of Council. Only items on the work session agenda will
be discussed. Items not on the agenda may be brought up by the Council or staff
during the work session asking they be scheduled for subsequent meetings or work
sessions.
(3) Community meetings will be scheduled as requested by the Council.
RULE 2
REQUIREMENTS FOR QUORUM
A quorum for the transaction of business by the City Council shall consist of three (3)
Council members.
RULE 3
MANDATORY MEETING ATTENDANCE FOR CITY OFFICIALS
The City officials whose regular attendance shall be required during the sittings of the
Council shall be the City Clerk, City Manager and City Attorney or their substitutes.
Revised 08-05-2010 by Resolution 10-21 i Item # 18
Attachment number 1 \nPage 2
RULE 4
DUTIES AND RESPONSIBILITIES OF "CHAIR"
The Mayor shall be the presiding officer of the City Council, and shall be referred to as
the "Chair" when sitting in that capacity. In case of the absence of the Mayor, the Vice-
Mayor shall assume those responsibilities, and if both are absent, the senior Council
member in years of service shall preside. The Chair shall preserve order. The Chair
may call to order any member of the Council who shall violate any of the rules; and shall
decide all questions of order, subject to a majority vote on a motion to appeal. The
Chair shall recognize all members who seek the floor as provided in Rule 8. The Chair
shall not make or second a motion.
RULE 5
DUTIES OF VICE-MAYOR IN ABSENCE
OF MAYOR
Pursuant to Charter section 2.05, "the Vice-Mayor shall act as Mayor during the
absence or inability of the Mayor to perform the duties of the office of the Mayor." For
the purpose of that section, the Mayor shall be considered absent if there are duties of
the office which must be performed and the Mayor is not present and able to perform
them.
RULE 6
ORDER OF BUSINESS
(1) The order of business for a regular meeting shall ordinarily be:
A. Invocation
B. Pledge
C. Special recognitions and awards
D. Minutes of previous meetings.
E. Citizens to be heard regarding items not on agenda. Each speaker will be
asked to give their name and address and to limit their comments to a maximum of
three minutes.
F. Public hearings (not before 6:00 p.m.)
Legislative and administrative matters:
1. Presentation of issues by City staff.
2. Statement of case by applicant or representative (5 minutes).
3. Council questions.
Revised 08-05-2010 by Resolution 10-21 2 Item # 18
G
H
K
Attachment number 1 \nPage 3
4. Comments in support and comments in opposition. See subsection (3)
below regarding time limitations for speakers.
5. Council questions.
6. Final rebuttal by applicant or representative (5 minutes).
7. Council motion to determine disposition.
Quasi judicial Hearings (those giving testimony will be sworn-in):
1. Staff states its recommendation and briefly summarizes its reasons for
the recommendation (2 minutes).
2. Applicant presents case, including its testimony and exhibits. Witness
may be cross-examined (15 minutes).
3. Staff presents further evidence. May be cross-examined (10 minutes).
4. Public comment. See subsection (3) below regarding time limitations
for speakers.
5. City Council discussion, and may question any witness.
6. Applicant may call witnesses in rebuttal (5 minutes).
7. Conclusion by applicant (3 minutes).
8. Decision.
All time limits may be extended upon request, and upon approval of
request by majority of City Council.
City Manager reports.
City Attorney reports.
Council Discussion Items (work session only).
Other Council action (if agendaed from work session).
Closing comments by Mayor.
(2) Agenda items, other than public hearings, will be presented by staff followed by
questions by the Council, public input, discussion by the Council, a motion and second,
then debate on the motion.
(3) Public comments in support or opposition of items before the Council shall be
limited to a total of 60 minutes, which can be extended upon Council approval. Unless
otherwise specified, persons speaking before the City Council shall be limited to three
minutes per speaker. Representatives of a group may speak for three minutes plus an
additional minute for each person in the audience that waives their right to speak, up to
a maximum of ten minutes. A form will be provided to document the request for
additional time and those agreeing to waive their right to speak. No person shall speak
more than once on the same subject at the same meeting unless granted permission by
the City Council. When time limits are set for speakers, unused time cannot be passed
Revised 08-05-2010 by Resolution 10-21 3 Item # 18
Attachment number 1 \nPage 4
from one speaker to another. Extensions of time limits can be given if approved by the
Chair.
RULE 7
AGENDA/EXPENDITURE OF FUNDS/
WAIVER OR CHANGE OF RULES
(A) The City Manager or City Attorney may agenda an item. Any Council item must
be agendaed for discussion at a work session prior to the item being placed on a
Council Agenda. Any citizen may request a member to agenda an item, even though
staff has assured petitioner that adverse action may result. The Chair cannot depart
from the prescribed agenda but the Council may do so by a majority vote or by
consensus in response to a suggestion from the Chair. Continuance may be granted by
a majority vote of the Council upon the motion of any Council member. The public will
be allowed to speak on an item to be continued if that item is an advertised public
hearing, but no other action shall be taken.
(B) Except for items advertised for public hearing, items may be removed from the
agenda. Emergency items may be added to the agenda by the City Manager or City
Attorney without prior notice. Councilmember requested items that have not been
considered at a work session can be discussed at a Council meeting upon a majority
vote of the council to do so. The agenda may be reordered.
(C) Any expenditure of funds requiring Council action must be on the agenda, with
appropriate support material. No action may be taken on expenditures not on the
agenda unless the Council determines by the affirmative vote of a majority plus one to
perm it action to be taken.
(D) The rules may be waived or changed only upon the affirmative vote of a majority
plus one.
RULE 8
DISCUSSION OF AGENDA ITEMS, DEBATE OF MOTIONS, TIE VOTES
Council may discuss an agenda item prior to a motion being made. Such discussion
may be interactive between the Council members and may be ended at any time by a
motion on the item. Otherwise, any member of the Council making a motion shall
address the Chair and await recognition before speaking. The person making the
motion is entitled to the floor first for debate. No one is entitled to the floor a second
time on the same motion as long as any other member who has not spoken on the
issue desires the floor. The Chair must recognize any person who seeks the floor while
entitled to it.
Revised 08-05-2010 by Resolution 10-21 4 Item # 18
Attachment number 1 \nPage 5
When a motion is made and seconded, it shall be stated by the Chair, if necessary,
before any debate shall be in order. All questions shall be stated and put by the Chair,
and the Chair shall declare all votes.
Motions and any amendments can be withdrawn or modified by the maker at any time
prior to the Chair stating the question on the motion; after that time, the permission of
the Council majority must be obtained. The Chair cannot close debate as long as any
member who has not exhausted his right to debate desires the floor, unless a vote on
the previous question is called.
A tie vote shall constitute a continuance of the item to the next regularly scheduled
meeting, but upon a tie vote on the same item at the next meeting, the item shall not be
rescheduled except upon the request of the City Manager, the City Attorney, or a
Council member.
RULE 9
NON-DEBATABLE MOTIONS
The following motions are not debatable:
To adjourn;
To lay on the table;
To take from the table;
Call the previous question.
RULE 10
RECONSIDERATION
Any member of the Council who voted with the prevailing side may move a
reconsideration of any action of the whole Council provided that the motion be made at
the same meeting at which the action was taken. A motion to reconsider shall be in
order at any time (during the meeting at which the action was taken) except when a
motion on some other subject is pending. No motion to reconsider shall be made more
than once on any subject or matter at the same meeting.
RULE 11
RESCISSION OF COUNCIL ACTION
Council action may be rescinded by a majority vote. The motion may be made by any
Council member.
Revised 08-05-2010 by Resolution 10-21 5 Item # 18
Attachment number 1 \nPage 6
RULE 12
BREAKS/RECESSES
The Council shall, at the direction of the Chair, take a break as needed and may recess
for meals if the members of the City Council agree by their vote.
RULE 13
COUNCIL MINUTES
Copies of the minutes of regular meetings shall be furnished prior to the next meeting.
Such minutes shall stand confirmed at the regular meeting of the Council without the
reading thereof in open meeting unless some inaccuracy or error be pointed out by
some member of the Council present, and in such event, an appropriate correction shall
be made. Upon request, the City Manager will cause the City Clerk to provide any
Council member with transcribed excerpts of tapes of City Council meetings.
RULE 14
RULES OF ORDER
Except as provided herein, or as may be required by Florida law or the City Charter, the
rules of the City Council for the conduct of its business shall be as provided in the most
recent edition of Robert's Rules of Order.
RULE 15
RULES OF DECORUM
At all times, the Council, staff and public shall conduct themselves in a respectful and
civil manner. The Chair shall rule out of order any person who, in the Chair's
determination, is making obscene, profane, impertinent, irrelevant, immaterial,
inflammatory statements or inciting violence or fighting. The determination of the Chair
or a majority of the Council shall be final on such matters. No member of the audience
shall, during a Council Meeting, make or cause to be made any audible or disruptive
sound or noise. Signs or graphic displays of any kind shall not be displayed in Council
chambers, except in connection with a presentation made to the Council by a speaker
at the podium. All persons shall at all times conduct themselves in accordance with
these rules and failing such shall be removed from the Council Chambers. In the event
of such removal such person shall not thereafter be readmitted to the Council
Chambers during the same meeting. The Chair may recess the meeting, if deemed
necessary, in order to restore order.
Revised 08-05-2010 by Resolution 10-21 6 Item # 18
Resolution No.
77-44
77-129
78-65
80-62
80-101
80-118
81-32
81-92
82-33
82-36
82-115
82-119
83-42
83-75
85-47
86-18
86-30
88-61
89-21
92-79
93-04
93-44
93-45
93-75
94-8
94-16
94-31
94-67
94-74
95-16
95-35
95-77
96-11
96-68
01-43
06-21
07-32
10-11
10-21
Date Adopted
5-12-77
11-23-77
6-01-78
5-15-80
9-19-80
11-06-80
4-16-81
8-06-81
4-01-82
4-15-82
12-16-82
12-16-82
4-07-83
7-07-83
6-20-85
2-20-86
5-01-86
12-01-88
4-20-89
12-17-92
1-07-93
7-01-93
7-01-93
12-02-93
1-03-94
1-31-94
4-21-94
8-15-94
9-15-94
2-02-95
3-16-95
10-05-95
1-18-96
10-17-96
12-13-01
03-16-06
10-17-07
03-18-10
08-05-10
Attachment number 1 \nPage 7
Revised 08-05-2010 by Resolution 10-21 7 Item # 18
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Adopt Ordinance 8323-12 on second reading, amending the operating budget for the Fiscal Year ending September 30, 2012 to reflect
increases and decreases in revenues and expenditures for the General Fund, Special Program Fund, Water and Sewer Fund, Starmwater
Fund, Solid Waste Fund, Recycling Fund, Gas Fund, Marine Fund, Airpark Fund, Clearwater Harbar Marina Fund, Perking Fund,
Administrative Services Fund, General Services Fund, Garage Fund, and Central Insurance Fund.
SUMMARY:
Review Approval:
Cover Memo
��II�:�E%�
Attachment number 1 \nPage 1
ORDINANCE NO. 8323-12
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE OPERATING BUDGET FOR THE FISCAL
YEAR ENDING SEPTEMBER 30, 2012 TO REFLECT
INCREASES AND DECREASES IN REVENUES AND
EXPENDITURES FOR THE GENERAL FUND, SPECIAL
PROGRAM FUND, WATER AND SEWER FUND,
STORMWATER FUND, SOLID WASTE FUND, RECYCLING
FUND, GAS FUND, MARINE FUND, AIRPARK FUND,
CLEARWATER HARBOR MARINA FUND, PARKING FUND,
ADMINISTRATIVE SERVICES FUND, GENERAL SERVICES
FUND, GARAGE FUND, AND CENTRAL INSURANCE FUND,
AS PROVIDED HEREIN; PROVIDING AN EFFECTIVE DATE.
WHEREAS, the budget for the fiscal year ending September 30, 2012, for operating
purposes, including debt service, was adopted by Ordinance No. 8285-11; and
WHEREAS, at the First Quarter Review it was found that an increase of $9,657,826 is
necessary for revenues and an increase of $9,070,665 is necessary for expenditures; and
WHEREAS, a summary of the amended revenues and expenditures is attached
hereto and marked Exhibit A; and
WHEREAS, Section 2.519 of the Clearwater Code authorizes the City Council to
provide for the expenditure of money for proper purposes not contained in the budget as
originally adopted due to unforeseen circumstances or emergencies arising during the fiscal
year; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. Section 1 of Ordinance No. 8285-11 is amended to read:
Pursuant to the Amended City Manager's Annual Report and Estimate for the
fiscal year beginning October 1, 2011 and ending September 30, 2012 a copy
of which is on file with the City Clerk, the City Council hereby adopts an
amended budget for the operation of the City, a copy of which is attached
hereto as Exhibit A.
Section 2. This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Approved as to form:
Pamela K. Akin, City Attorney
George N. Cretekos, Mayor
Attest:
Rosemarie Call, City Clerk
I[�'ii�:�iE'7
Ordinance No. 8323-12
General Fund:
Property Taxes
Franchise Fees
Utility Taxes
Licenses, Permits & Fees
Sales Tax
Communications Services Tax
Intergovernmental Revenues
Charges for Current Services
Fines & Forfeitures
Interest Income
Miscellaneous
Interfund Charges / Transfers In
Transfer from Surplus
EXHIBIT A
2011-12 BUDGET REVENUE
Original
Budget
2011/12
35,888,190
10,560,000
13,290,250
3,650,000
5,350,000
6,150,000
11,173,120
3,717,480
594, 000
895, 000
829, 590
17,013,440
First
Quarter
Amended
Budget
2011 /12
35,888,190
10,560,000
13,290,250
3,650,000
5,350,000
6,150,000
11,173,120
3,717,480
594,000
895,000
829,590
19,372,526
1,918,427
Amendments
2,359,086
1,918,427
Total, General Fund 109,111,070 113,388,583 4,277,513
Special Revenue Funds:
Special Development Fund
Special Program Fund
Utility & Other Enterprise Funds:
Water & Sewer Fund
Stormwater Utility Fund
Solid Waste Fund
Gas Fund
Recycling Fund
Airpark Fund
Marine Fund
Clearwater Harbor Marina
Parking Fund
Harborview Center Fund
Internal Service Funds:
Administrative Services Fund
General Services Fund
Garage Fund
Central Insurance Fund
11,569,780
1,661,560
67,769,990
16,024,180
19,250,350
35,880,010
2,868,000
239, 000
4,693,980
409,200
4,594,400
61, 390
8,838,250
4,407,330
12,235,440
19,116,920
11,569,780
3,930,856
67,920,290
16,065,790
19,343,610
38,220,147
2,926,971
415,220
4,708,170
411,780
4,629,893
61, 390
8,904,620
4,441,920
12,271,270
19,178,386
2,269,296
150, 300
41,610
93,260
2,340,137
58, 971
176,220
14,190
2, 580
35,493
66, 370
34, 590
35, 830
61, 466
Total, All Funds 318,730,850 328,388,676 9,657,826
Attachment number 2 \nPage 1
� � t ._c��:,��J�
EXHIBIT A (Continued)
2011-12 BUDGET EXPENDITURES
General Fund:
City Council
City Manager's Office
City Attorney's Office
City Auditor's Office
Economic Development & Housing Svc
Engineering
Finance
Fire
Human Resources
Library
Marine & Aviation
Non-Departmental
Office of Management & Budget
Official Records & Legislative Svcs
Parks & Recreation
Planning & Development
Police
Public Communications
Public Services
Allocation to Reserves
Original
Budget
2011/12
261, 050
1,190,800
1,514,610
190, 340
1,199,880
7,136,150
2,130,100
22,041,120
1,030,420
5,614,650
550, 530
3,079,970
293, 740
1,018,520
19,408,310
4,517,140
35,109,050
885,430
1,647,430
291, 830
First
Quarter
Amended
Budget
2011 /12
261,830
1,201,300
1,527,060
192,610
1,307,683
7,194,970
2,155,530
22,067,720
1,041,050
5,680,890
554,600
6,579,970
297,270
1,025,710
19,569,150
4,679,380
35,203,070
894,440
1,662,520
291,830
Amendments
780
10, 500
12,450
2,270
107,803
58, 820
25,430
26,600
10,630
66, 240
4, 070
3,500,000
3, 530
7,190
160, 840
162,240
94, 020
9, 010
15, 090
Total, General Fund 109,111,070 113,388,583 4,277,513
Special Revenue Funds:
Special Development Fund
Special Program Fund
Utility & Other Enterprise Funds:
Water & Sewer Fund
Stormwater Utility Fund
Solid Waste Fund
Gas Fund
Recycling Fund
Airpark Fund
Marine Fund
Clearwater Harbor Marina
Parking Fund
Harborview Center Fund
Internal Service Funds:
Administrative Services Fund
General Services Fund
Garage Fund
Central Insurance Fund
9, 921, 960
1,411,560
67,769,990
15,778,720
17,748,050
33,831,830
2,820,990
165, 730
4,666,240
366, 810
4,261,720
61, 390
8,652,090
4,407,330
12,235,440
19,116,920
9, 921, 960
3,680,856
67,920,290
15,820,330
17,708,720
35,735,737
2,861,620
341,950
4,680,430
369,390
4,297,213
61, 390
8,718,460
4,441,920
12,271,270
19,178,386
2,269,296
150, 300
41,610
(39,330)
1,903,907
40,630
176,220
14,190
2, 580
35,493
66, 370
34, 590
35, 830
61, 466
Total, All Funds 312,327,840 321,398,505 9,070,665
Attachment number 2 \nPage 2
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Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Meeting Date:4/2/2012
Adopt Ordinance 8324-12 on second reading, amending the Capital Improvement Budget for the Fiscal year ending September 30, 2012
to reflect a net increase of $8,509.771.
SUMMARY:
Review Approval:
Cover Memo
�[i�'ii�:3�•T1]
Attachment number 1 \nPage 1
ORDINANCE NO. 8324-12
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, AMENDING THE CAPITAL IMPROVEMENT
BUDGET FOR THE FISCAL YEAR ENDING SEPTEMBER
30, 2012, TO REFLECT A NET INCREASE OF $8,509,771
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the Capital Improvement Budget for the fiscal year ending
September 30, 2012 was adopted by Ordinance No. 8286-11; and
WHEREAS, Section 2.519 of the Clearwater Code authorizes the City Council
to provide for the expenditure of money for proper purposes not contained in the budget
as originally adopted due to unforeseen circumstances or emergencies arising during the
fiscal year; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF CLEARWATER, FLORIDA;
Section 1. Section 1 of Ordinance No. 8286-11 is amended to read:
Pursuant to the First Quarter Amended Capital Improvement Program
Report and Estimated Budget for the fiscal year beginning October 1,
2011 and ending September 30, 2012, a copy of which is on file with the
City Clerk, the City Council hereby adopts a First Quarter Amended
budget for the capital improvement fund for the City of Clearwater, a copy
of which is attached hereto as Exhibit A.
Section 2. This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING
PASSED ON SECOND AND FINAL
READING AND ADOPTED
George N. Cretekos, Mayor
Approved as to form: Attest:
Pamela K. Akin, City Attorney Rosemarie Call, City Clerk
I[�'ii�:3��i7
Ordinance No. 8324-12
EXHIBIT A
CAPITAL IMPROVEMENT PROGRAM FOR FISCAL YEAR 2011/12
Fire Protection
New Street Construction
Major Street Maintenance
Sidewalk and Bike Trail
Intersections
Parking
Miscellaneous Engineering
Park Development
Marine Facilities
Airpark Facilities
Libraries
Garage
Maintenance of Buildings
Miscellaneous
Stormwater Utility
Gas System
Solid Waste
Utilities Miscellaneous
Sewer System
Water System
Original
Budget
2011/12
6,270,580
3,326,390
435,000
445,000
35,000
1,660,500
530,000
10,000
935,310
3,390,750
343,100
595,000
5,600,100
2,700,000
415,000
10,000
12,380,000
5,228,140
First Qtr
Amended
Budget
2011/12
6,270,580
104,795
3,736,422
(631,445)
435,000
445,000
(30,571)
4,600,412
(285,401)
1,885,000
935,310
3,390,750
343,100
595,000
6,890,032
3,134,839
415,000
10,000
11,372,214
9,203,604
Amendments
104,795
410,032
(631,445)
(65,571)
2,939,912
(815,401)
1,875,000
1,289,932
434,839
(1,007,786)
3,975,464
TOTAL 44,309,870 52,819,641 8,509,771
Attachment number 2 \nPage 1
�[i�'ii�:3�•T1]
Ordinance # 8324-12
EXHIBIT A
CAPITAL IMPROVEMENT PROGRAM FOR FISCAL YEAR 2011/12
GENERAL SOURCES:
General Operating Revenue
General Revenue/County Co-op
Road Millage
Penny for Pinellas
Transportation Impact Fee
Local Option Gas Tax
Special Program Fund
Grants - Other Agencies
Other Governmental
Property Owner's Share
Donations
SELF SUPPORTING FUNDS:
Marine Revenue
Clearwater Harbor Marina Revenue
Airpark Revenue
Parking Revenue
Utility System:
Water Impact Fees
Sewer Impact Fees
Utility R&R
Water Revenue
Sewer Revenue
Stormwater Utility Revenue
Gas Revenue
Solid Waste Revenue
Grants - Other Agencies
INTERNAL SERVICE FUNDS:
Garage Revenue
Administrative Services Revenue
BORROWING - GENERAL SOURCES:
Lease Purchase - General Fund
Original
Budget
2011/12
1,826,340
635,310
1,795,360
6,440,570
290,000
1,396,030
25,000
500,000
200,000
100,000
15,000
10,000
495,000
233,600
1,690,080
2,849,460
2,696,270
8,566,860
5,600,100
2,730,000
415,000
142,000
125,000
361,520
First Qtr
Amended
Budget
2011/12
4,773,856
635,310
1,795,360
6,440,570
290,000
1,396,030
25,000
24,507
2,570,621
53,703
200,000
100,000
15,000
185,000
495,000
233,600
1,690,080
2,849,460
2,696,270
8,566,860
5,600,100
2,730,000
415,000
3,251,836
142,000
125,000
361,520
Amendments
2,947,516
(475,493)
2,570,621
53,703
175,000
3,251,836
Attachment number 2 \nPage 2
�[i�'ii�:3�•T1]
Ordinance # 8324-12
EXHIBIT A
CAPITAL IMPROVEMENT PROGRAM FOR FISCAL YEAR 2011/12
BORROWING - SELF SUPPORTING FUNDS:
Lease Purchase - Water
Bond Issue - Water & Sewer
BORROWING - INTERNAL SERVICE FUNDS:
Lease Purchase - Garage
Lease Purchase - Administrative Services
Original
Budget
2011/12
1,581,870
3,189,500
400,000
First Qtr
Amended
Budget
2011/12
(13,412)
1,581,870
3,189,500
400,000
Amendments
(13,412)
TOTAL ALL FUNDING SOURCES: 44,309,870 52,819,641 8,509,771
Attachment number 2 \nPage 3
�[i�'ii�:3�•T1]
Ordinance # 8324-12
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
City Manager Verbal Reports
SUMMARY:
Review Approval:
Meeting Date:4/2/2012
Cover Memo
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Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
2012 End of Session Report - Sen. Latvala
SUMMARY:
Review Approval:
Meeting Date:4/2/2012
Cover Memo
��11�:���
Meeting Date:4/2/2012
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Tampa Bay Regional Planning Council 2012 Future of the Region Awards
SUMMARY:
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Review Approval:
Cover Memo
��11�:���
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Donate Life Month Proclamation - recipient Karen Brooks, Life Link Foundation
SUMMARY:
Review Approval:
Meeting Date:4/2/2012
Cover Memo
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Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Marine Advisory Board Presentation
SUMMARY:
Review Approval:
Meeting Date:4/2/2012
Cover Memo
��11�:���
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Willa Carson Health and Wellness Center Update - Annie Tyrell, Executive Director
SUMMARY:
Review Approval:
Meeting Date:4/2/2012
Cover Memo
��11�:���
Work Session
Council Chambers - City Hall
SUBJECT / RECOMMENDATION:
Pinellas Alternatives Analysis presentation - Scott Pringle, Jacobs.
SUMMARY:
Review Approval:
Meeting Date:4/2/2012
Cover Memo
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