ENGINEERING COUNTRYSIDE BOULEVARD WIDENING
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A. ..
AGREEMENT
BETWEEN CITY AND ENGINEER
FOR
PROFESSIONAL SERVICES
THIS AGREEMENT, made and entered into this I'i~}..day of JArV
1981, by and between the City of Clearwater, Florida, hereinafter
referred to as the CITY, and Tampa Bay Engineering, Inc., a Florida
corporation, hereinafter referred to as the ENGINEER.
WITNESSETH:
WHEREAS, the CITY proposes to do certain work towards accom-
plishment of the project described in Attachment A; and
WHEREAS, the CITY desires to engage the ENGINEER to perform
certain professional services pertinent to such work in accordance with
this Agreement;
WHEREAS, the ENGINEER desires to provide such professional
services in accordance with this Agreement.
NOW THEREFORE, in consideration of the premises and the mutual
benefits which will accrue to the parties hereto in carrying out the
terms of this Agreement, it is mutually understood and agreed as
follows:
I. GENERAL SCOPE OF THIS AGREEMENT
The relationship of the ENGINEER to the CITY will be that of a
professional consultant, and the ENGINEER will provide the professional
and technical services required under this Agreement in accordance with
acceptable engineering and planning practices and ethical standards.
II. PROFESSIONAL AND TECHNICAL SERVICES
It shall be the responsibility of the ENGINEER to work with the
CITY and apprise it of solutions to engineering, planning and design
problems and the approach or techniques to be used towards accomplish-
ment of the CITY'S objectives as set forth in Attachment A. The scope
of services to be provided to accomplish the CITY'S objectives is set
forth in Attachment B, subject, however, to the inclusion of additional
services as provided in Section IV.C.
III. PERIOD OF SERVICE
A. The :NGINEER will begin work promptly after receipt of a
fully executed copy of this Agreement; such receipt shall
constitute written notice to proceed.
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B. If the ENGINEER'S design services called for under this
Agreement are delayed for reasons beyond the ENGINEER'S
control, the time of performance shall be adjusted
appropriately. If the design services under this Agreement
continue for a period of more than two (2) years from the
beginning date (as above provided), the fees contained in-
Attachment C shall be subject to renegotiation; any change in
such fees shall apply only to the unfinished services as of
the effective date of such change.
C. The ENGINEER shall not be bound under this Agreement if a
fully executed copy hereof is not received by the ENGINEER on
or before December 15, 1987.
IV. GENERAL CONSIDERATIONS
A. All original sketches, tracings, drawings, computations,
details, design calculations and other documents and plans
that result from the ENGINEER'S services under this Agreement
are and remain the property of the ENGINEER as instruments
of service. Where such documents are required to be filed
with governmental agencies, the ENGINEER will furnish copies
to the CITY upon request.
B. The CITY may, at its expense, obtain a set of reproducible
copies of any maps and/or drawings prepared for it by the
ENGINEER in consideration of which the CITY agrees that no
additions, deletions, changes or revisions shall be made to
same without the express written approval of the ENGINEER.
C. Notwithstanding that specific services are enumerated in
Attachment B, the ENGINEER will, upon written request of the
CITY, provide any and all other civil engineering, planning,
landscape and architectural consulting services normally
falling within the scope of services offered by the ENGINEER;
provided, however, that such additional services shall result
in extra compensation to the ENGINEER, as provided in
Attachment C. It is understood and agreed that if such
additional services are requested, the Agreement shall be
considered as a continuing contract with respect thereto.
D. The CITY hereby acknowledges that estimates of probable
construction costs cannot be guaranteed, and such estimates
are not to be construed as a promise to design facilities
within a cost limitation.
E. The ENGINEER shall at all times carry, on all operations
hereunder, worker's compensation insurance, public liability
insurance, business auto liability insurance and professional
liability insurance.
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F. It is understood and agreed that the ENGINEER'S services
under this Agreement do not include participation, whatso-
ever, in any litigation. Should such services be required, a
supplemental agreement may be negotiated between the CITY and
the ENGINEER describing the services desired and providing a
basis for compensation to, the ENGINEER.
G. Upon the ENGINEER'S request, the CITY will furnish or cause
to be furnished such reports, studies, instruments,
documents, and other information as the ENGINEER and CITY
mutually deem necessary, and the ENGINEER may rely upon same
in performing the services required under this Agreement.
H. The CITY and the ENGINEER each binds itself and its succes-
sors, legal representatives, and assigns to the other party
to this Agreement and to the partners, successors, legal
representatives, and assigns of such other party, in respect
to all covenants of this Agreement; and neither the CITY nor
the ENGINEER will assign or transfer their interest in this
Agreement without written consent of the other.
I. The ENGINEER hereby agrees to defend, indemnify, and save
harmless, the CITY, its officers, agents, and employees, from
and against any and all claims arising out of the negligent
acts, errors, or omissions of the ENGINEER. The CITY agrees
to limit the ENGINEER's liability to the CITY, and to all
construction contractors and subcontractors on the project
due to the ENGINEER's negligent acts, errors or omissions
such that the total aggregate liability of the ENGINEER to
all those named shall not exceed $50,000 or the ENGINEER's
total fee for services rendered on this project whichever is
greater.
V. COMPENSATION
The ENGINEER shall be compensated for all services rendered under
this Agreement in accordance with the provisions of Attachment C.
VI. TERMINATION
This Agreement may be terminated by either party by seven (7) days
prior written notice, in the event of substantial failure to
perform in accordance with the terms hereof by the other party
through no fault of the terminating party. If this Agreement is
terminated, the ENGINEER shall be paid in accordance with the
provisions of Attachment C for all work performed up to the date
of termination.
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VII. SUSPENSION, CANCELLATION OR ABANDONMENT
In the event the project described in Attachment A, or the
services of the ENGINEER called for under this Agreement, is/are
suspended, cancelled or abandoned by the CITY, the ENGINEER shall
be given thirty (30) days prior written notice of such action and
shall be compensated for the professional services provided and/or
related fees for which there is an irreversible obligation up to
the date of suspension, cancellation or abandonment.
IN WITNESS WHEREOF, the parties hereto have accepted, made and
executed this Agreement upon the terms and conditions above stated on
the day and year first above written.
CITY:
ENGINEER:
CITY OF CLEARWATER, FLORIDA
112 Osceola Avenue South
Clearwater, FL 34616
f 1'.& r...
City Manager
TAMPA BAY ENGINEERING, INC.
2240 Belleair Rd. - Suite 200
Clearwater, FL 34624
r
::tes~~
Date /'/i/-~i
Attest:
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ATTACHMENT A - DESCRIPTION OF PROJECT
Project: Countryside Blvd. Widening
Owner: City of Clearwater
The nature, character, CITY's objectives and limits of the proposed
project are to widen Countryside Boulevard to six lanes.
All new design work is assumed to be on the outside of the existing
roadway except where additional left-turn lanes are needed; general
existing horizontal elevations, and median curbs will not be modified
except where required for left turn lanes.
The ENGINEER will provide construction plans, specifications and
documents suitable for requesting bids. The ENGINEER, if requested,
will also participate in bid evaluation, resident project represen-
tation, progress inspections, pay request approval and final
inspection.
Initials of Signatories: ~
ror ~ I:.NGINI:.I:.K
J-
ellY
~e
Date //1 <68
Date ,llIlff-
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ATTACHMENT B - SCOPE OF SERVICES
The services to be provided by the ENGINEER under this Agreement
fall generally in the category of Civil Engineering and are described
in detail as follows:
1.1 PROPOSED IMPROVEMENTS
The proposed improvements are essentially the addition of a 3rd
lane between the existing roadway and the sidewalk. The project will
include pavement construction and/or reconstruction, resurfacing,
curbs, sidewalk and drainage pipes and structures.
The proposed improvements will include:
1. Drainage improvements related to and necessarily a part of
(because of permits) the roadway system,
2. Intersection improvements within the project limits,
3. Intersection improvements at the termini of the described
project.
Additional easements and/or rights-of-way shall be identified as
the project proceeds through the design phases. Survey and design
services within additional easements is not included in Basic Services.
Access to adjacent property shall normally be provided by existing
driveways in the current locations.
1.2 LIMITS OF WORK
1.2.1 Proposed improvements shall extend, laterally and
linearly, to the right-of-way for driveways and 100 feet further for
connecting streets.
1.2.2 It is intended that proposed drainage improvements be
contained within the limits of existing adjacent publicly-owned lands,
the project rights-of-way, or adjacent easements where practical and
feasible.
2.1 PRE-DESIGN CONFERENCE
Prior to the commencement of design activities the CITY will
conduct with the ENGINEER a pre-design conference for the purpose of
discussing issues relative to the project, plans preparation and
submittal procedures and to convey to the ENGINEER such items as may be
required and available at that time.
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2.3 PROJECT SCHEMATICS
The ENGINEER shall develop and provide the CITY Engineer or
designated representative(s) with a written report and description of
design recommendations for the project, including preliminary cost
estimates for engineering, construction and land. acquisition (if
required) and appropriate options in accordance with the following
requirements and conditions. The CITY will review the submitted data
and within approximately two weeks return the data to the ENGINEER with
written comments.
2.3.1 The design recommendations shall be developed in
accordance with acceptable engineering practices.
2.3.2 The design recommendations shall reflect the ENGINEER'S
assessment of existing conditions which may reasonably be judged to
have an impact on the project.
2.3.3 Existing drainage problem areas shall be identified, and
recommendations for their solution shall be formulated.
2.3.4 The design recommendations shall
drawings, sketches and preliminary cost estimates,
land acquisition. Land values will be supplied
request of the ENGINEER.
be documented by
including costs of
by the CITY at the
2.3.5 The design recommendations provided for above, when
accepted by the CITY, shall become the Project Schematics.
2.4 PRELIMINARY DESIGN
2.4.1 Preliminary plans shall be further development of the
Project Schematics.
2.4.2 For the purpose of this Agreement the preliminary plans
shall constitute the forty percent (40%) plans submittal and shall
conform to the submittal requirements of Section 5.1.
2.5 FINAL DESIGN
2.5.1 Final design shall commence upon completion of
preliminary design provided for in Section 2.4, and shall consist of
the final development and detailed design of the project, and the final
preparations of construction plans, quantity estimates, cost estimates,
and construction specifications.
2.5.2 The seventy percent (70%) and one hundred percent (100%)
submittals shall be conducted under this phase.
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3.1 SURVEYS
3.1.1 The ENGINEER through professional subcontracts shall
provide photogrammetric and land surveys necessary for the location,
design, and preparation of construction plans for the project.
3.2 SOILS INVESTIGATION AND ANALYSIS
The ENGINEER through a professional subcontract shall furnish a
soils investigation and analysis in accordance with the following
requirements:
3.2.1 The soils investigations and analyses shall be performed
by a professional firm qualified to render such services.
3.2.2
Roadway soils borings shall be obtained.
3.2.3 Methods and equipment used in obtaining soil samples
shall be compatible with project design requirements.
3.2.4 Soil samples shall be obtained from areas of proposed
improvements at intervals sufficient to permit an appropriate
evaluation of soil conditions with respect to project design
requirements. Groundwater elevations shall be determined.
3.2.5 The location of the soils borings shall be shown on the
construction plans.
3.2.6 The ENGINEER shall furnish a narrative report
summarizing the investigative procedure and the results of the
analyses, together with an assessment of design constraints, if any,
due to soil conditions.
3.3 DESIGN SERVICES
The ENGINEER shall furnish design services necessary to perform
project design services and prepare construction plans and construction
specifications.
3.3.1 The term "Design Services"
services, except where such services
elsewhere in this Agreement:
shall include the following
are specifically provided for
A. Engineering investigations necessary to the evaluation of
existing conditions and facilities and/or their potential
impact on the project.
B. Interpretation as to the effect of, and design activities
required to address and satisfy the requirements of,
proposed development adjacent to the project of which the
CITY may advise the ENGINEER.
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C. Design activities necessary to the development of design
alternates, drainage schemes, project schematics, preliminary
plans, and final plans and specifications.
D. Design activities necessary to identify appropriate utility
confl i cts .
E. Design activities necessary to develop final design data for
the preparation of final construction plans and
specifications.
F. The preparation of "working drawings" required in support of
the "Design Services" as herein defined.
3.3.2 Design activities shall be supported by design
calculations properly identified as to subject and topic. Design
references and assumptions shall be noted.
3.3.3 Work prepared and/or submitted shall be reviewed and
checked by a civil engineer registered in Florida. Work checked shall
be initialed or sealed by the civil engineer.
3.4 PREPARATION OF CONSTRUCTION PLANS
The ENGINEER shall prepare plans necessary for the construction of
the project. The construction plans set shall meet the following
requirements:
3.4.1 The plans shall be of content and format similar to the
City of Clearwater Engineering Department standards or samples for
projects of this type (Drew Street Extension). An opinion of probable
construction costs shall be included as an attachment to the one
hundred percent (100%) review submittal, using current unit price
information compiled by the ENGINEER.
3.4.2 It is estimated that the plans set shall include the
following elements or sections.
Quantity
1
4
2
12
As Required
4
14
2
8
9
4
12
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Title
Cover Sheet
Drainage Maps
Typical Sections
Plan and/or Plan and Profile Sheets
Utility Adjustment Plans (on mylar reproducibles of the
construction plan-profile sheets to be prepared by others)
Intersection Details
Roadway Cross Sections
Drainage Outfall Cross Sections
Drainage Cross Section Sheets
Roadway and Drainage Details
Stormwater Detention Sheets
Maintenance of Traffic Sheets
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3.4.3
draftsmanship
reproductions.
The plans shall be prepared to acceptable standards of
in a manner to insure clarity and legibility of
3.4.4
The following is a guide to drawing scales:
Drainage Maps: Scale of existing CITY drainage (1 inch = 200
feet) maps.
Typical Sections: No Scale.
Plans: 1 inch = 20 feet
Roadway Profiles: 1 inch = 20 feet (Horizontal);
1 inch = 2 feet (Vertical).
Intersection Details: 1 inch = 10 feet
Roadway Cross Sections: 1 inch = 5 feet (Horizontal and
Vertical).
Drainage Outfall Cross Sections: 1 inch = 5 feet
(Horizontal and
Vertical).
3.4.5 Drainage maps shall be developed on drainage maps
furnished by the CITY encompassing an area sufficient to include areas
that drain to the roadway plus areas draining to the outfall if the
drainage outfall is included in the project. The drainage map shall
show existing drainage patterns, structures and details as well as the
proposed drainage system to be constructed as part of the project.
3.4.6 Construction plan sheets shall show existing and
proposed right-of-way lines and easement lines. Topographical features
and existing facilities shall be shown for a distance beyond proposed
right-of-way and/or easement lines sufficient to permit the evaluation
of project impact on abutting land, features and facilities, including
existing enhancement features such as fences, walls and ornaments.
Trees within the right-of-way of a species and size such as to warrant
environmental assessment shall be plotted and identified as to species
and size. Aerial photogrammetry shall be used for portions of this
phase.
3.4.7 Profile sheets shall show record information of existing
underground utilities, drainage structures, pipes and other facilities,
and the approximate limits of any unsuitable material. No excavation
of existing utilities is required.
3.4.8 Cross-section sheets shall show, based on the record
information available, existing underground utilities, drainage
structures, pipes and other facilities, approximate limits of
unsuitable material, proposed drainage structures, pipes and other
underground facilities. Additionally, cross section sheets shall show
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existing and proposed right-of-way and easement lines, and the existing
terrain for a distance beyond proposed right-of-way and/or easement
lines sufficient to permit the evaluation of embankment and back
slopes, driveway grades and project impact on abutting land, features
and facilities.
3.4.9 Drafting shall be clearly legible and easy to read for
construction purposes. To achieve this, lines and notes relative to
proposed construction shall be of heavier line weight and larger size
than lines and notes relating to existing facilities and topography.
3.4.10 Final plans shall be prepared in ink on double-mat mylar
sheets of 3- or 4-mi1 thickness, or 22 lb. bond for computer drafted
drawings.
3.4.11
in size.
Sheets in the Plans set shall be 24 inches by 36 inches
3.4.12 The CITY shall meet the statutory requirements for plans
filed for the public record.
3.4.13 A principal of the ENGINEER'S firm shall affix to the
cover sheet of the construction plans his signature and registration
number as a Professional Engineer in the State of Florida.
3.4.14 The preparation of construction plans does not include
their reproduction for bidding and construction purposes.
3.5 PREPARATION OF CONSTRUCTION SPECIFICATIONS
The ENGINEER shall prepare supplements to the CITY's Contract
Specifications in accordance with the following requirements:
3.5.1 The ENGINEER shall provide the Scope of Work section of
the Contract Specifications.
3.5.2 The ENGINEER shall provide the Proposal for the Contract
Specifications.
3.5.3 The ENGINEER shall provide a Soils Investigation
Narrative Report for inclusion in the Contract Specifications.
3.5.4 The CITY shall reproduce the Contract Specifications for
bidding and construction purposes.
3.6 RIGHT-OF-WAY
3.6.1 Existing and proposed right-of-way lines and easement
lines shall be shown on the construction plans. The CITY shall supply a
map delineating existing right-of-way. The ENGINEER shall identify
necessary additional right-of-way, easements, or other land interests
needed to construct and maintain the project. These additional land
requirements shall be shown and detailed by stationing and dimensioning
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on the construction plans and on reproducible copy of the existing
right-of-way map.
3.6.2 Easements for grading outside the right-of-way to
conform to adjacent property to the proposed construction will be
addressed by the ENGINEER as either necessary for construction, or as
desirable for aesthetics. Field survey and preparation of these
easements are not included in Basic Services.
3.7 PERMITS
3.7.1 The ENGINEER shall prepare connection drainage and
utility construction permit applications, data and drawings (except and
excluding ambient air quality reports, environmental assessment,
finding of no significant impact documents, negative declarations,
environmental impact statements and similar documents) required for
submittal by the CITY to county, regional, state agencies and utility
companies.
3.8 PRESENTATIONS AND PUBLIC MEETINGS
Attendance at one City Commission meeting is included in the
Project Scope. All other presentations and public meetings are not
included in the Scope of Services.
3.9 PREPARATION OF UTILITY ADJUSTMENT PLANS AND COORDINATION WITH
UTILITY SERVICES AND AFFECTED PUBLIC AGENCIES.
3.9.1 The requirements of the various utility services shall
be recognized and coordinated with the project design. At the 40% and
70% reviews the ENGINEER will furnish reproducible plan and profile
sheets to the CITY and the CITY will send blue line copies to the
utility owners for "utility checks". The CITY shall return "marked-up"
utility checks to the ENGINEER. The ENGINEER will place the
information provided by the utilities onto the construction plans.
3.9.2 The ENGINEER shall
technical assistance to the CITY to
negotiation with utility owners or
the project. The CITY shall set up
provide such representation and
assist in their coordination and/or
other public agencies affected by
and coordinate all meetings.
3.9.3 The ENGINEER shall design improvements and modifications
to the CITY'S storm drainage system within the boundaries established
in Section 1.2.
3.9.4 Drainage investigations and drainage design recom-
mendations shall be coordinated with the CITY, County, State and
drainage district that may be substantially affected by or have a
substantial effect on the project.
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3.9.5 The ENGINEER will design the relocation of or
adjustments to fire hydrants, meters, back flow preventers, valve
boxes, manholes, cleanouts, and air release valves, that do not
otherwise include relocation of the water or sanitary sewer main.
3.9.6 All other utility adjustment plans shall be provided by
the respective utility owners.
3.9.7 To assist the CITY in its design of utility adjustments
the ENGINEER shall provide reproducible copies of applicable plan,
profile and cross section sheets to the CITY for its use.
3.9.8 The ENGINEER shall incorporate the CITY'S water,
sanitary sewer and gas main relocation design drawings into the roadway
construction plans.
3.10 BASIC SERVICES
3.10.1 The services provided for under Section 2.1 through 3.9
shall constitute the BASIC SERVICES to be performed by the ENGINEER
under this Agreement. BASIC SERVICES end upon approval of 100%
construction plans and specifications.
3.10.2 Compensation for BASIC SERVICES shall be as provided for
in Attachment C.
3.11 CONSULTATION DURING CONSTRUCTION [OPTIONAL]
The construction phase begins with advertising for bids by the
CITY.
During the construction phase of the project the ENGINEER shall
perform the following services and/or activities:
3.11.1 Attend the pre-bid meeting; pre-construction conference;
provide assistance in conducting the meetings, answering questions and
providing necessary information.
3.11.2 Prepare addenda to construction plans and specifications
on the project during the bidding time affecting the ENGINEER'S plans
or specifications.
3.12 RESIDENT PROJECT REPRESENTATION [OPTIONAL]
3.12.1 The ENGINEER shall furnish a Resident Project
Representative (RPR), assistants and other staff to assist ENGINEER in
observing performance of the Work of the Contractor (Work). Through
more extensive on-site observations of the Work in progress and field
checks of materials and equipment by the RPR and assistants, the
ENGINEER shall endeavor to provide further protection for the CITY
against defects and deficiencies in the Work; but, the furnishing of
such services will not make the ENGINEER responsible for or give the
ENGINEER control over construction means, methods, techniques,
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sequences or procedures or for safety precautions or programs, or
responsibility for the Contractor's failure to perform the work in
accordance with the Contract Documents.
3.12.2. The duties and responsibilities of the RPR are limited
to those of the ENGINEER in the ENGINEER's agreement with the CITY and
in the construction Contract Documents, and are further limited and
described as follows:
3.12.3 The RPR is the ENGINEER's agent at the site, will act as
directed by and under the supervision of the ENGINEER, and will confer
with the ENGINEER regarding RPR's actions. RPR's dealings in matters
pertaining to the on-site work shall in general be with the ENGINEER
and the Contractor keeping the CITY advised as necessary. RPR1s
dealings with subcontractors shall only be through or with the full
knowledge and approval of the Contractor. The RPR shall generally
communicate with the CITY with the knowledge of and under the direction
of the ENGINEER.
3.12.4
DUTIES AND RESPONSIBILITIES OF THE RPR
1. Schedules: Review the progress schedule, schedule of Shop
Drawing submittals and schedule of values prepared by the Contractor
and consult with the ENGINEER concerning acceptability.
2. Conferences and Meetings: Attend meetings with the
Contractor, such as the pre-construction conference, progress meetings,
and other project-related meetings.
3. Liaison:
a. Serve as the ENGINEER's liaison with the Contractor,
working principally through the Contractor's superintendent and assist
in understanding the intent of the Contract Documents; and assist the
ENGINEER in serving as the CITY's liaison with the Contractor when the
Contractor's operations affect the CITY's on-site operations.
b. Assist in obtaining from the CITY additional details or
information, when required for proper execution of the Work.
4. Shop Drawings:
a. Record date of receipt of Shop Drawings.
5. Review of Work
a. Conduct on-site observations of the Work in progress to
assist the ENGINEER in determining if the Work is in general proceeding
in accordance with the Contract Documents.
b. Report to the ENGINEER whenever the RPR believes that any
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Work does not conform to the Contract Documents, or has been damaged,
or does not meet the requirements of any inspection, test or approval
required to be made.
Report to the ENGINEER
Contract Documents are
clarifications and
6. Interpretation of Contract Documents:
when clariflcatlons and lnterpretations of the
needed and transmit to the Contractor
interpretations as issued by the ENGINEER.
7. Modifications: Consider and evaluate the Contractor's
suggestions for modifications in Drawings or Specifications and report
with the RPR's recommendations to the ENGINEER. Transmit to the
Contractor decisions as issued by the ENGINEER.
8. Reports
a. Furnish the ENGINEER reports of progress of the Work and
of the Contractor's compliance with the progress schedule and schedule
of Shop Drawing submittals.
b. Draft proposed Change Orders and Work Directive Changes,
obtaining backup material from Contractor and recommend to the ENGINEER
Change Orders, Work Directive Changes, and Field Orders.
9. Payment Requests: Review applications for payment with the
Contractor for compliance with the established procedure for their
submission and forward with recommendations to the ENGINEER, noting
particularly the relationship of the payment requested to the schedule
of values, Work completed and materials and equipment delivered at the
site but not incorporated in the Work.
10. Completion:
a. Before the CITY issues a Certificate of Substantial
Completion, the RPR shall submit to the Contractor a list of observed
items requiring completion or corrections.
b. Conduct final inspection in the company of the CITY and
the Contractor and prepare a final list of items to be completed or
corrected.
c.
or corrected
acceptance.
Observe that all items on final list have been completed
and make recommendations to the CITY concerning
3.12.5
LIMITATIONS OF AUTHORITY
Resident Project Representative:
1. Shall not exceed limitations of the ENGINEER's authority as
set forth in the Contract Documents.
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2. Shall not undertake any of the responsibilities of the
Contractor, subcontractors or the Contractor's superintendent.
3. Shall not advise on, issue directions relative to or assume
control over any aspect of the means, methods, techniques, sequences or
procedures of construction unless such advice or directions are
specifically required by the Contract Documents.
4. Shall not advise on, issue directions or assume control over
safety precautions and programs in connection with the Work.
5. Shall not accept Shop Drawings from anyone other than the
Contractor.
3.13 ADDITIONAL SERVICES
3.13.1 When requested by the CITY the ENGINEER shall furnish
services, such as design activities, and revisions to construction
plans, that may result either from negotiations for required
right-of-way or easements, or from the desires of affected property
owners or other unforeseen circumstances such as the providing of
expert testimony on matters of engineering design, interpretation of
governing documents and design criteria relating to the project during
the course of any and all litigation resulting from the execution of
the project.
3.13.2
provisions of
Attachment C.
Compensation for the services
this Section 3.13 shall be
furnished under the
as provided for under
4.1 CITY RESPONSIBILITIES
The CITY shall provide the following for the ENGINEER's use and
guidance:
4.1.1 Copies of all maps, aerial photographs and other
available information and data pertinent to the project design which
the CITY may have in its possession.
4.1.2 Reproducibles of any CITY Engineering Department
Standard Drawings applicable to the project.
4.1.3 Sample copies of standard contract documents and
specifications and related word-processing disks.
4.2 The CITY shall perform the following services:
4.2.1 The CITY shall assist and accompany the ENGINEER
contacting all utility owners affected by the project.
4.2.2
Preparation of a map delineating existing right-of-way.
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4.2.3 Preparation of legal descriptions, conduct of the
required title searches and appraisals.
4.2.4 Acquisition of right-of-way and easements, including
construction easements, as required.
4.2.5 Preparation of the legal (front end) section of the
specifications.
4.2.6
fees.
The CITY shall pay all permit application and review
4.2.7 Reproduce plans and specifications for Bidding and mail
all plans, addenda, etc.
4.2.8 Set-up and coordinate all utility and interagency
meetings and accompany the ENGINEER to meetings as required.
5.0 SUBMITTALS
The ENGINEER will conduct project plan reviews with the CITY at
the completion of the project schematics, the forty percent (40%),
seventy percent (70%) and one hundred percent (100%) completion stages.
5.1 FORTY PERCENT (40%) SUBMITTAL:
5.1.1 The ENGINEER shall submit to the CITY five sets of
blue-line prints for review purposes.
5.1.2 The plans shall depict existing topographical features,
existing right-of-way and easement lines and preliminary proposed
right-of-way lines, and shall contain the following:
A. Plan and Profile Sheets.
B. Existing project cross-section sheets.
C. Drainage maps depicting existing drainage areas, existing
drainage structures, existing flow patterns and proposed
drainage patterns reflecting the Pinellas County.s Master
Drainage Plan.
5.1.3 The following design features shall be developed:
A. Typical Roadway Sections.
B. Horizontal and Vertical Alignments.
C. Representative Design Cross-Sections, including sections at
locations of potential concern (such as possible encroachment
beyond proposed right-of-way, or conflict with large trees,
utility services, existing drainage structures).
8301.C01(11)
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D. Drainage Schemes including preliminary drainage calculations.
5.2 SEVENTY PERCENT (70%) SUBMITTAL:
5.2.1 The ENGINEER shall submit to the CITY five sets of blue-
line prints for review purposes. ,
5.2.2 The submittal shall reflect development of:
A. Horizontal and Vertical Geometrics.
B. Intersection Development Details.
C. Design Cross Sections.
D. Storm Drainage System.
E. Drainage Structures and Drainage Outfalls, if necessary.
5.2.2.1 The submittal shall include
storm sewer tabulation sheets as well
Rights-of-Way and Easements.
5.2.3 Prior to the submittal of the seventy percent (70%)
review, the ENGINEER shall furnish a report on utility conflicts and
the extent to which they have been resolved. A second utility
conference will be held at the seventy percent (70%) submittal point.
drainage calculations and
as a map of the proposed
5.3 ONE HUNDRED PERCENT (100%) SUBMITTAL:
5.3.1 The ENGINEER shall submit the following to the CITY:
A. Original Mylar Drawings of drainage maps and plan and profile
sheets.
B. Two sets of blue-line prints of the plans set.
C. One copy of the technical specifications.
D. An opinion of probable construction costs.
E. Permit drawings, applications and supporting data.
5.3.2
bidding.
Plans and technical specifications shall be ready for
8301.C01(ll)
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Date 'I"-l~
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5.4 Prior to the advertising for bids the ENGINEER shall
one (1) set of prints and one (1) set of specifications.
in the construction plans print set shall be signed, sealed
The title sheet only of the specifications shall be signed,
dated. Additionally, required addenda shall be signed,
dated.
Initials of Signatories: ~
For ~/ENGIN~~K
Da te /~ /I/~ 'tt
8301. C01 (11)
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sign and seal
Each sheet
and dated.
sealed and
sealed and
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ATTACHMENT C -COMPENSATION
I. METHOD OF COMPENSATION
A. Time Charges. The CITY agrees ~o compensate the ENGINEER for
the professional services called for under Attachment B to this Agree-
ment by the hours worked and the attached fee schedule.
Estimated costs for each of the work items follow in Section IV.
It is estimated that the cost for some work items may be less or
greater than the estimate as long as the upset limit total including
reimbursable costs shown for the entire work effort is not exceeded.
B. Additional Services - Services authorized by the CITY other
than those specifically listed in the Scope of Services shall be
considered additional services for which the CITY shall compensate the
ENGINEER as provided for herein. Additional services shall include
revisions to work previously performed that are required because of a
change in the data or criteria furnished to the ENGINEER, or a change
in the scope of concept of the project initiated by the CITY, and/or
services that are required by changes in the requirements of public
agencies, after work under this Agreement has commenced.
C. Out-of-Pocket (Reimbursable) Expenses - The CITY shall
reimburse the ENGINEER for all out-of-pocket expenses directly
chargeable to the services provided at the actual cost incurred. Such
charges shall be itemized and included in the monthly invoices and
shall be submitted and paid as provided for such invoices. Typical
reimbursable expenses include long distance phone charges, meals and
travel expenses when traveling on the CITY's behalf, computer time
charges and identifiable reproduction costs.
II. INVOICING PROCEDURE
A. The ENGINEER shall submit invoices to the CITY for work
accomplished during each calendar month; the amount of each monthly
invoice shall be based on time charges/out-of-pocket expenses for the
work accomplished during the invoicing period. The ENGINEER is
employing professional subcontractors on this project. The CITY shall
reimburse the ENGINEER for the cost of subcontracts plus an
administrative fee of 6 percent. Such invoices shall be submitted by
the ENGINEER as soon as possible after the end of the month in which
the work was accomplished and shall be due and payable by the CITY
within thirty (30) days.
B. If the ENGINEER employs legal services to collect overdue
amounts, the CITY agrees to pay all costs of collection, including
reasonable attorney's fees, whether action be brought or not.
8301. C01 (11)
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III. MISCELLANEOUS
A. Fee Renegotiation - the ENGINEER's fee presented in this
proposal is based on a continuity of those development stages
presented, design or construction phasing shall cause the fees
presented herein to be subject to renegotiation. If the ENGINEER's
design or construction services continue beyond December 1, 1989, the
fees contained in Sections IV and V of this Attachment shall be subject
to renegotiation; any change in such fees shall apply only to the
unfinished service as of the effective date of such change.
B. Regulatory Constraints - The CITY understands and agrees that
should the CITY direct the ENGINEER to perform a portion of the work
prior to receiving the necessary approval from the applicable
regulatory agency, and regulatory agency approvals, when granted,
require changes to said work, such changes shall be considered as
"Additional Services" and the ENGINEER will be compensated for the
"Additional Services" in accordance with Paragraph I.B above.
C. Rules, Regulations, Ordinances - The CITY understands and
agrees that the work outlined in Section I of Attachment B, Basic
Services, and the fees outlined in Section I of Attachment C,
Compensation, are based on the ENGINEER'S performing the services in
accordance with the existing local, County, State, and Federal rules,
regulations and ordinance in effect at the time of execution of this
Agreement and that should any changes to such rules, regulations and
ordinances be made, the ENGINEER will be compensated for any
"Additional Services" necessitated by such changes in accordance with
Paragraph I.B. above.
8301. C01 (11)
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V. FEE SCHEDULE
JOB CLASSIFICATION
PRINCIPAL/PROJECT MANAGER
ENGINEER/PLANNER
DESIGNER
RESIDENT PROJECT REPRESENTATIVE
DRAFTSPERSON
ADMIN I STRATI VE
Initials of Signatories: ~
~ ENGINEER
Date l'II--!!
8301. C01 (11)
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RATE ($/HOUR)
$75.00
$60.00
$50.00
$45.00
$30.00
$25.00
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SECTION IV MANHOUR ESTIMATE
PROJECT: COUNTRYSIDE BLVD.
FI LE NAME: CNYSIDE
PART A
ROADWAY DESIGN PLANS
PORTION OF PREPARATION EST. NO. EST.
OF UNITS MANHOURS PROJECT ENGINEER TOTAL
IN PLANS PER UNIT MANAGER PLANNER DESIGNER DRAFTER ADMIN. REIMB. MANHOURS
UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL REQUIRED
TITLE & INDEX 1 8 0 0 3 3 5 5 0 10 10 8
TYPICAL SECTIONS 2 28 1 2 1 2 6 12 20 40 0 10 20 56
PLAN & PROFILE SHEETS 12 19 1 12 4 48 6 72 8 96 0 15 180 228
SIDEWALK PROFILES 12 19 1 12 2 24 4 48 12 144 0 10 120 228
DRAINAGE MAP 4 27 1 4 2 8 8 32 16 64 0 15 60 108
DRAINAGE DETAILS 2 37 1 2 2 4 24 48 10 20 0 15 30 74
DRAINAGE CROSS SECTIONS 8 17 1 8 2 16 6 48 8 64 0 15 120 136
STORMWATER DETENTION 4 29 1 4 4 16 16 64 8 32 0 15 60 116
INTERSECTION DETAILS 4 17 1 4 2 8 6 24 8 32 0 15 60 68
INTERSECTION PROFILES 4 21 1 4 4 16 8 32 8 32 0 10 40 84
OUTFALL DETAILS 3 19 1 3 2 6 8 24 8 24 0 15 45 57
OUTFALL CROSS SECTIONS 2 21 1 2 2 4 6 12 12 24 0 10 20 42
UTILITY ADJUSTMENT SHEETS 24 4 1 24 2 48 0 0 1 24 0 10 240 96
MAINTENANCE OF TRAFFIC 12 15 1 12 2 24 8 96 4 48 0 15 180 180
CONSTRUCTION DETAILS COOR 1 10 2 2 4 4 2 2 2 2 20 20 10
SPECIAL DETAIL SHEETS 4 20 2 8 4 16 6 24 8 32 0 15 60 80
CROSS SECTIONS - ROADWAY 14 13 1 14 1 14 3 42 8 112 0 10 140 182
RIGHT-OF-WAY DRAWINGS 4 7 1 4 2 8 4 16 0 0 10 40 28
"SCOPE OF THE WORK" 1 28 4 4 16 16 0 0 0 8 8 50 50 28
CONTRACT DOCUMENTS COORD. 1 6 2 2 2 2 0 0 0 2 2 10 10 6
CONSTRUCTION PERMITS 1 76 4 4 16 16 48 48 0 8 8 50 50 76
FIELD REVIEWS 1 48 8 8 16 16 24 24 0 0 25 25 48
AGENCY MEETI NGS 1 64 16 16 16 16 24 24 0 8 8 50 50 64
PUBLI C MEETI NGS 1 10 2 2 2 2 4 4 0 2 2 50 50 10
COST ESTIMATES 3 14 2 6 2 6 8 24 0 2 6 15 45 42
DESIGN SUPERVISION 1 92 44 44 16 16 32 32 0 0 0 0 92
DOT TIE IN 1 36 8 8 4 4 16 16 8 8 0 0 0 36
DOT SHEETS BY OTHERS 1 28 8 8 4 4 8 8 8 8 0 0 0 28
TOT A L S (BY CATEGORY) 223 364 779 809 36 1725 2211
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TAMPA BAY ENGINEERING. INC.
Cm4.ttd r,.IUDQlUrlOft E"",,...,./ Pu,.",.,.
2240__"_' Su".ZOO
C__r, FL34524 (8131531-3505
PROJECT: COUNTRYSIDE BLVD.
FILE NAME: CNYSIDE
PART C
ENVIRONMENTAL AND STORMWATER PERMITTING
PORTION OF PREPARATION EST.
EST. NO. MANHOURS PROJECT ENGINEER TOTAL
OF UNITS PER UNIT MANAGER PLANNER DESIGNER DRAFTER ADMIN. REIMB. MANHOURS
UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL REQUIRED
DRAINAGE STUDY 1 256 8 8 40 40 120 120 64 64 24 24 0 0 256
POND DREDGE FILL PERMIT 1 66 2 2 16 16 24 24 12 12 12 12 100 100 66
DITCH DREDGE & FILL PERMI 1 66 2 2 16 16 24 24 12 12 12 12 100 100 66
SWFWMD CONCEPTUAL 0
DRAINAGE PERMIT 1 106 2 2 24 24 40 40 24 24 16 16 100 100 106
FDOT DRAINAGE PERMIT 2 148 8 16 60 120 40 80 24 48 16 32 100 200 296
SWFWMD (17-25) 1 66 2 2 16 16 24 24 16 16 8 8 50 50 66
SWFWMD PERMIT (400-4) 1 66 2 2 ' 16 16 24 24 16 16 8 8 50 50 66
COUNTY DRAINAGE APPROVAL 1 30 2 2 8 8 16 16 2 2 2 2 10 10 30
SWFWMD DRAINAGE APPROVAL 1 30 2 2 8 8 16 16 2 2 2 2 10 10 30
TOT A L S (BY CATEGORY) 38 264 368 196 116 620 982
PROJECT: COUNTRYSIDE BLVD.
FILE NAME: CNY SI DE. WKS (1 )
PART 0
CONSTRUCTI ON
[OPTI ONAL]
PORTION OF PREPARATION EST.
EST. NO. MANHOURS PROJECT ENGINEER RESIDENT TOTAL
OF UNITS PER UNIT MANAGER PLANNER PROJ. REP DRAFTER ADMIN. REIMB. MANHOURS
UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL REQUIRED
PREBID MEETING 1 36 8 8 2 2 24 24 0 2 2 50 50 36
ADDENDUMS 2 25 1 2 2 4 20 40 0 2 4 5 10 50
CONTRACT AWARD 1 18 4 4 4 4 8 8 0 2 2 25 25 18
PRECONSTRUCT ION CONF. 1 14 2 2 2 2 8 8 0 2 2 10 10 14
SHOP DRAWINGS REVIEW 9 8 1 9 4 36 2 18 0 1 9 10 90 72
CHANGE ORDERS 8 16 2 16 4 32 8 64 0 2 16 10 80 128
RPR (12 MONTHS) 12 228 4 48 8 96 200 2400 0 16 192 264 3168 2736
RECORD DRAWINGS 12 15 0 2 24 8 96 4 48 1 12 10 120 180
SUPPLEM. DRAWINGS/DETAILS 8 18 2 16 4 32 4 32 8 64 0 0 144
TOT A l S (BY CATEGORY) 105 232 2690 112 239 3553 3378
NOTE: RPR IS SCHEDULED FOR 10 HOURS OVERTIME PER WEEK.
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TAMPA BAY ENGINEERING NC.
C;vU.nd Transport.tion Eng;neersl p, netS
2240 Bellesir Road . Suite 2
Clearwater, FL 34624 /8t3/ 531 .3505
I
PROJECT:
COUNTRYSIDE BLVD.
FILE NAME:
CNYSIDLWKS(I )
PART E
MISCELLANEOUS
PORTION OF PREPARATION EST. NO. EST.
OF UNITS MANHOURS PROJECT ENGINEER TOTAL
PER UNIT MANAGER PLANNER DESIGNER DRAFTER ADMIN. REIMB. MANHOURS
UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL UNIT TTL REQUIRED
AERIAL MAPPING 1 12 2 2 8 8 0 0 2 2 5300 5300 12
SURVEY 1 12 2 2 8 8 0 0 2 2 19080 19080 12
GEOTECHNICAL 1 12 2 2 8 8 0 0 2 2 4770 4770 12
UTILITY SURVEY 1 2125 2125
TOT A L S (BY CATEGORY) 6 24 0 0 6 31275 36
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TAMPA BAY ENGINE~ ING. INC.
Citf" and T ransporta',on Eng. ' rs I Planners
2140 Belle,'" Road . Suite 200
Cleatwaler, FL 34624 (8'3153' .3505
I
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SUMMARY
BASIC SERVICES
PROJECT ENGINEER
MANAGER PLANNER DESIGNER DRAFTER ADMIN. RPR REIMB.
A - ROADWAY DESIGN PLANS 223 364 779 809 36 0 1,725
B - TRAFFIC 0 0 0 0 0 0
C - ENVIRONMENTAL AND
STORMWATER PERMITTING 38 264 368 196 116 0 620
E - MISCELLANEOUS 6 24 0 0 6 0 31,275
TOTAL HOURS 267 652 1,147 1,005 158 0 33,620
RATE / HOUR X $75 X $60 X $50 X $30 X $25 X $45
SUBTOTAL $20,025 $39,120 $57,350 $30,150 $3,950 $0 $33,620
TOTAL BASIC SERVICES $184.215
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OPTIONAL SERVICES
D - CONSTRUCTION 105 232 0 112 239 2,690 3,553
TOTAL HOURS 105 232 0 112 239 2,690
RATE / HOUR X $75 X $60 X $50 X $30 X $25 X $45
$7.875 $13,920 $0 $3,360 $5,975 $121,050 $3,553
*
OVERTIME 4,625
SUB-TOTAL $7,875 $13,920 $0 $3,360 $5,975 $125,675 $3,553
TOTAL OPTIONAL SERVICES $160,358
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*
RESIDENT PROJECT REPRESENTATIVE
OVERTIME DIRECT COST = 500 HOURS X $9.25/HR
$4,625
/8301SUM