HIGHLAND AVENUE IMPROVEMENTS PROFESSIONAL SERVICES
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HIGHLAND AVENUE IMPROVEMENTS
AGREEMENT
BEtWEEN CITY AND ENGINEER
FOR
PROFESSIONAL SERVICES
THIS AGREEMENT, made and entered into this (;ll)'fk day of ~1990, by and
between the City of Clearwater, Florida, hereinafter referred to as the CITY, and HDR
Engineering, Inc., a corporation licensed and authorized to do business in Florida,
hereinafter referred to as the ENGINEER.
WITNESSETH:
WHEREAS, the CITY proposes to do certain work related to Highland Avenue as
described in EXHIBIT A; and -
WHEREAS, the CITY desires to engage the ENGINEER to perform certain professional
services pertinent to such work in accordance with this Agreement; and
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 heretp. 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 accomplishment of the CITY'S objectives as set forth
in EXHIBIT A. The scope of services to be provided to accomplish the CITY'S
objectives is set for in EXHIBIT A.
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III. PERIOD OF SERVICE
A. The ENGINEER will begin work promptly after receipt of a fully executed
copy of this Agreement; such receipt shall constitute written notice to
proceed.
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 EXHIBIT
B 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.
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 shaH,be made to same without the express written approval of
the ENGINEER.
C. Notwithstanding that specific services are enumerated in EXHIBIT A, the
ENGINEER will, upon written request of the CITY, provide any and all
other civil engineering, planning, and landscape consulting services as
requested by the CITY provided, however, that such additional services
shall result in extra compensation to the ENGINEER, as provided
by EXHIBIT B. 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. It is understood and agreed that the ENGINEER'S services under this
Agreement do not include participation, whatsoever, in any litigation.
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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.
F. 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.
G. The CITY and the ENGINEER each binds itself and its successors, legal
representatives, and assigns to the other party to this Agreement arid 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.
V. INSURANCE REQUIREMENTS
A. Workers Compensation and Employers Liability. The ENGINEER shall
procure and maintain, for the life of this Agreement, Workers
Compensation Insurance covering all employees with limits meeting all
applicable state and federal laws. This coverage shall include Employers
Liability with limits meeting all applicable state and federal laws.
B. General Liability. The ENGINEER shall procure and maintain, for the life
of this Agreem.ent, General Liability Insurance. This coverage shall be on
an "Occurrence" basis. Coverage shall include Premises and Operations;
Independent Contractors; Products and Completed Operations and
Contractual Liability. Coverage shall be no more restrictive than the
latest edition of the Commercial General Liability policies of the Insurance
Services Office (ISO).
This policy shall provide coverage for death, bodily injury, personal injury
of property damage that could arise directly or indirectly from the
performance of this Agreement.
The minimum limits of coverage shall be $500,000. Per Occurrence
Combined Single Limit for Bodily Injury Liability and Property Damage
Liability.
The CITY shall be included and identified as an Additional Insured under
the policy/certificate of insurance.
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C. Business Automobile Liability. The ENGINEER shall procure and
maintain, for the life of the Agreement, Business Automobile Liability
Insurance.
The minimum limits of coverage shall be $500,000. Per Occurrence,
Combined Single Limit for Bodily Injury Liability and Property Damage
Liability. This coverage shall be an "Any Auto" type policy. Coverage
shall be no more restrictive than the latest edition of the Business
Automobile Policies of the Insurance Services Office (ISO).
The CITY shall be included and identified as an Additional Insured under
the policy/certificate of insurance.
D. Professional Liability Insurance. The ENGINEER shall procure and
maintain for the life of this Agreement, Professional Liability Insurance.
This insurance shall provide coverage against such liability resulting from
this contract/project. The minimum limits of coverage shall be
$1,000,000.
E. Indemnify. In consideration of the sum of One Hundred Dollars
($100.00), the receipt and sufficiency of which is acknowledged,
payable as part of the first payment for services, the ENGINEER agrees
to defend, save and hold the CITY, its agents, assigns and employees,
harmless from all claims or causes of action, including costs and
attorney's fees, and all judgements whatsoever, involving personal
injury, bodily injury, death, or property damage, arising out of any
negligent or ifl.tentional act or omission, or the violation of any federal,
state or local law or regulations by the ENGINEER, its subcontractors,
agents, assigns, invitees or employees in connection with this
Agreement.
F. Supplemental Provisions. The insurances coverages and conditions
afforded by the above mentioned policies shall not be suspended,
voided, canceled or modified except after thirty (30) days prior written
notice by certified mail return receipt requested has been given to both
the Public Works Director and the Risk Management Offices of the CITY.
Certificates of Insurance meeting the specific required insurance
provisions specified within this Contract/Agreement shall be forwarded
to both the Public Works Director and Risk Management Offices of the
CITY and approved prior to the start of any work. After review, the
Certificate will be filed with the City Clerk as a part of the official
contract file.
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Receipt and acceptance of the ENGINEER Certificate of Insurance, or
other similar document does not constitute acceptance or approval of
amounts or types of coverages which may be less than required by this
Agreement.
The CITY may at its option require a copy of the Engineer/Consultants
Insurance Policies.
G. Safety and Health Requirements. It is the ENGINEER'S sole duty to
provide safe and healthful working conditions to its employees on and
about the site of Agreement Performance. The CITY assumes no duty
for supervision of the ENGINEER.
The CITY may order that the work stop if a condition of immediate
danger to CITY employees, equipment or property damage exists. This
provision shall not shift responsibility or risk of loss for injuries or
damage sustained from the ENGINEER to the CITY, and the ENGINEER
shall remain solely responsible for compliance with all safety
requirements and for the safety of all persons and property at the site of
ENGINEER performance until the beginning of construction and arising
out of ENGINEER'S negligence.
The ENGINEER shall comply with the standards and regulations set forth
by the Occupational Safety and Health Administration (OSHA), the
Florida Department of Labor and Employment Security and all other
appropriate federal, state, and local regulations or City safety and health
standards.
VI. COMPENSATION
The ENGINEER shall be compensated for all services rendered under this
Agreement in accordance with the provisions of EXHIBIT B.
VII. 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 the Agreement is terminated, the ENGINEER shall be paid in accordance with
the provisions of EXHIBIT B for all work performed up to the date of
termination.
VIII. SUSPENSION. CANCELLATION OR ABANDONMENT
In the event the project described in EXHIBIT A, or the services of the
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ENGINEER called for under this Agreement, is/are suspended, canceled 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.
IX. ATTACHMENTS
The following Exhibits are attached to this Agreement and made a part hereof.
Exhibit "A" - Scope of Services, p. A-1 through A-23
Exhibit "B" - Method of Compensation, p. B-1 through B-26.
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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.
ENGINEER:
CITY:
HDR Engineering, Inc.
5100 W. Kennedy Blvd.
Suite 300
Tampa, Florida 33609
CITY OF CLEARWATER, FLORIDA
112 Osceola Avenue South
Clearwater, FI. 34616
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BY:
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City Manager
COUNTERSIGNED:
ATTEST /jl/;.t~~
William H. Wadsworth
Vice President
DATE
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EXHIBIT A
SCOPE OF SERVICES
HIGHLAND AVENUE IMPROVEMENTS
FROM GULF-TO-BAY BOULEVARD TO
UNION STREET
I. DESCRIPTION
II. OBJECTIVES
III. SERVICES
A. Survey Services
1 . Design Survey
2. Right-of-Way Survey
3. Certified Right-of-Way Control Survey Drawings
4. Aerial Photography
B. Roadway ImDrovements
1 . Roadway Plans
a. Typical Section
b. Intersections
c. Maintenance of Traffic Plans
2. Typical Sections Design Package
3. Pavement Design Package
C. Drainage Services
1 . Drainage Design
2. Stormwater Management
D. Environmental Services
1 . Stormwater Permits
2. Environmental Mitigation Plans
E. Signing and Pavement Marking Plans
F. Utility Coordination Services
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G. Utility Relocation Design Services
H. Soil Survey
I. Post Design Services
1 . Survey Update
2. Plans Update and Maintenance
3. Construction Assistance
4. Expert Witness Testimony
IV. DESIGN DOCUMENTATION
V. CITY RESPONSIBILITIES
VI. GENERAL
A. Meetings
B. Professional Endorsement
C. Plans Reproduction
D. Phase Reviews
E. Consultant's Schedule of Activities
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F. Disposition of Plan Review Comments
G. Progress Reporting
H. Specifications
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I. DESCRIPTION
Engineering services are required in connection with improvements to Highland
Avenue from Gulf-to-Bay Boulevard (SR 60) to Union Street, a distance of
approximately 3.5 miles.
The services for this project will consist of the preparation of one (1) complete
set of construction plans for the improvements. Additional services related to
Construction Management, Expert Witness testimony, shop drawing reviews,
and related assistance will be negotiated at a future date.
II. OBJECTIVES
The Consultant shall provide necessary field design surveys and prepare
complete construction plans for all phases of construction within the project
limits. Elements of work shall include roadways, intersections, drainage,
signing and pavement markings, utilities relocation plans, maintenance of
traffic, cost estimates, environmental permits, environmental mitigation plans,
and incidental items.
III. SERVICES
A. Survey Services
The Consultant shall perform all survey services necessary to prepare the
Construction plans for the limits of the Highland Avenue project as
described herein:
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1 . Design Survev
a. Establish a geodetic baseline control survey for the purpose
of establishing the alignment of the project and assure an
error free or closed alignment.
b. This alignment should be established by establishing the
tangent lines of existing City Right-of-Way maps if such
maps exist, or in the center of dedicated Right-of-Way as
per subdivision plats, or in the center of the pavement
when no Right-of-Way map or dedication exist.
c. Tie all major alignment control points to this baseline
control and establish coordinates on each respective control
point.
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d. Stake and station the centerline of survey on the
proportioned distances between these major control points.
e. Reference all centerline control points.
f. Establish a benchline with the City of Clearwater elevations.
g. Make a complete topographic survey for the limits of the
project and all necessary intersections.
h. Take roadway and intersection cross-sections at 100 foot
intervals, major changes in grade, driveways, culverts, and
drainage features.
i. Locate visible utilities both vertically and horizontally.
j. Aerial targets shall be placed at 200 foot stations, at the
beginning of survey, at all P.Co's, P.lo's, P.To's and at the
end of the survey. Wing targets will be placed 100 feet
from centerline at approximately 600 foot intervals.
k. Make necessary outfall and detention pond, and mitigation
area surveys.
i. Make drainage survey. The Consultant may use aerial
photography or perform a standard field survey. The
Consultant may utilize existing topographic references such
as U.S.G.S. Quadrangle Maps, SWFWMD one foot interval
contour maps, etc. Prominent features are to be verified by
the Consultant during actual on site investigation or field
survey. If the Consultant utilizes aerial photography, spot
elevations shall be shown on the aerials. Sufficient
elevations shall be shown to enable the Consultant's
drainage engineer to determine direction of flow to the
City's right-of-way.
m. Provide alignment stake-out for subsoil investigation.
n. Make DER jurisdictional line surveys where applicable and
tie same to the centerline of survey.
o. Locations of specimen trees.
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2. Riaht-of-Wav Determination
a. Tie section lines, quarter section lines, (and quarter-quarter
section lines when pertinent) to the centerline of survey.
All corners shall be found or set in the field with corners
properly identified and recorded in the field book.
b. Tie all subdivisions including condominiums, at the
beginning and end, block lines, and street right-of-way lines
to centerline of survey. Ties will be made by closed
traverse to assure acceptable closure. All block corners
shall be found or set in the field with corners properly
identified and recorded in field book. Efforts should be
made to identify vacated streets within a subdivision, along
with the recording data of vacation.
c. Tie maintained right-of-way to the centerline of survey
where needed and as directed by the maintaining authority.
All field books are to be certified as to maintenance limits
by the maintaining authority.
d. Tie buildings to the centerline of survey (where apparent
conflicts with construction exist).
e. Make individual property line ties where apparent property
line disputes may occur. If information is available from
local surveyors, submit copies of their surveys.
f. Furnish a xerox copy of the certified corner record which
depicts the land corner references for any corner records
which may be generated as part of this work.
3. Right-of-Wav Control Drawinas
The above field right of way determination is to be presented in
the format of a drawing on 24" x 36" reproducible film.
These survey drawings shall be at a scale of '" = 20 feet.
The '" = 20 feet Right-of-Way Control drawing will depict the
following data:
a. Complete centerline alignment data, including beginning of
survey station, all curve data, bearings on all tangent lines
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along the centerline, intermediate control point stations, and
end of survey station. Control points must be identified as
to type of material set at each respective point.
b. All subdivisions, including condominium boundaries, will be
shown with a station and offset from the centerline. A
sufficient amount of field ties must be made in order to
establish the original block boundaries of each subdivision.
A distance from centerline to the nearest found or set
corner and bearings and distances between all corners must
be shown, type of corner, either found or set should be
spelled out or identified by a legend. Show all lot and block
numbers, street names, plat book, page, and name of each
subdivision. Each tie made in the field must be shown on
this map. All ties will be shown to depict a closed traverse
to assure acceptable closure.
c. Furnish one (1) reproducible film copy.
4. Utility Services
The Consultant shall provide services for the coordination of utility
conflicts upon determination of areas of potential conflict by HDR.
The Consultant will perform a field survey to confirm whether or
not a conflict does exist and to what degree.
5. Right-Qf-Way Acauisition and Easements
a. Prepare descriptions for parcels to be acquired by the City.
b. Prepare sketches for parcels to be acquired by the City.
c. Prepare limited number of miscellaneous temporary
easements.
d. This scope of services is based on the preparation of
documents for 20 parcels and 10 easements.
B. Roadway Improvements
1. Roadway Plans
Roadway plans shall be prepared to include: plotting of all survey
data; establishment of profile grades, key map, 1 inch = 200 feet
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drainage maps, , inch = 20 feet horizontal/' inch = 2' vertical
plan-profile sheets (including geometric calculations), intersection
details, typical section sheets, summary of quantities, summary of
drainage structures, drainage structure detail sheets, lateral
ditch/outfall sheets, stormwater treatment details, environmental
mitigation plans, cross-section sheets (including earthwork
computations); maintenance of traffic plans, and other detail
sheets necessary to convey the intent for the scope of services
outlined herein.
The following additional data shall be utilized for development of
the plans:
a. Tvoical Sections
Typical Sections will match the conditions and Right-of-
Way constraints. It is anticipated that there will be two
basic sections and two plans sheets. Provisions for
bicycles may be omitted where Right-of-Way is extremely
limited. The typical sections will be submitted to the City
for approval at the earliest possible date and prior to the
30% Roadway Plans submittal stage.
b. Intersections
(' )
The design shall not include geometric improvements
to side streets. The radii will be turned to match the
existing curb line of side streets.
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(2)
The Highland Avenue widening will match existing
approach widening at improved intersections of Gulf-
to-Bay Boulevard, Drew Street, and Union Street.
c. Maintenance of Traffic Plans
Traffic shall be maintained on all affected streets
throughout the construction duration of the project. The
Maintenance of Traffic plans shall detail construction
phasing, patterns for traffic flow, signalization, drainage,
appropriate signing and pavement marking and itemized
quantities. A construction staging plan shall also be
included.
(' ) Provide Maintenance of Traffic (MOT) plans for each
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construction section with these general objectives:
Maintain or improve, to the maximum extent
possible, the quality of existing traffic
operations, both in terms of flow rate and
safety, throughout the duration of the project.
Minimize the number of different MOT phases,
Le., number of different detours for a given
traffic movement.
Take advantage of newly constructed portions
of the permanent facility as soon as possible,
when it is in the best interest of traffic
operations and construction activity.
Maintain reasonably direct access to adjacent
properties at all times.
(2)
There shall be an overall presentation of each phase
in plan and narrative form. This will typically be
accomplished with a schematic plan sheet for each
phase, supplemented by plan notes.
(3)
Detailed sheets such as cross-sections, construction
phasing, profiles, drainage structures, temporary
retaining walls or sheet piling, etc., shall be
developed when necessary to ensure that the
contractor will implement the MOT concept
envisioned by the Consultant.
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2. Pavement Design Package
The Consultant shall prepare a Pavement Design Package to be
submitted to the City for review and approval in accordance with
the FDOT Flexible Pavement Design Manual.
The Pavement Design Package shall be submitted to the City for
approval at or prior to the 60% roadway plan submittal stage.
3. Permits
Permit applications will be prepared and submitted for roadway
corrections as required from Pinellas County, the City of Dunedin,
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and the Railroad.
C. Drainage Services
1. Drainage Design
Perform complete drainage investigations and analyses necessary
to prepare a design which will adequately drain the project in
accordance with the City's design criteria. Services include the
establishment of outfall locations and the design thereof in
conformance to standard City procedures.
2. Stormwater Management
The drainage design shall include stormwater treatment and
attenuation required to comply with rules of the Department of
Environmental Regulation, the Southwest Florida Water
Management District and Pine lias County. This will require early
meetings with the agencies to assure this can be accomplished.
The objective is to obtain approved stormwater
treatment/attenuation design and incorporate it into the project
plans. This service shall include, but is not limited to, the
following:
(a) Determination of volume of stormwater to be treated and
attenuated. Include "critical storm" analysis when making
this determination.
(b) Locate and assess suitable land areas for stormwater
management. The land areas selected will be based on
hydraulic, environmental, and economic analysis. Potential
land areas will be coordinated with the City in order to
evaluate R/W costs.
(c) Coordinate with City and/or County offices regarding local
regulations, restrictions, etc., and obtain information
concerning present or future development which could
impact the design.
(d) Discuss preliminary design concepts with permitting
agencies.
(e) Provide preliminary plans for review with City Departments
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and revise as necessary.
(f) Review preliminary design concept with permitting agencies
and finalize plans.
(g) Incorporate stormwater management design into the project
plans, such that permitting agency requirements are
satisfied.
The Consultant shall document the Drainage Design and
Stormwater Design in a Hydraulic Design Study. The Design
Study should show that sound design requirements have been
met. A separate report (permit package) shall be generated for the
water management district and DER permitting requirements. This
report is addressed below in D. Environmental Services.
D. Environmental Services
The Consultant shall notify the City in adequate time to schedule a
representative to attend all related conferences. The Consultant shall
copy the City on all collected and correspondence between the
Consultant and permitting agencies.
1 . Stormwater Permits
The Consultant shall prepare all of the data and information
necessary to obtain the required stormwater permits and surface
water permits. Services to be performed include the following:
a. All evaluations, surveys, management, research, drawings
revisions to the stormwater design, coordination and follow
up work necessary to obtain the required final permits.
b. Prepare a permit package which shall include but not be
limited to the following items:
(1) A permittable stormwater treatment and attenuation'
design, signed and sealed.
(2) Calculations to substantiate design.
(3) Written description of stormwater application plans.
(4) Signed and sealed stormwater application forms with
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appropriate signatures.
(5) The preliminary stormwater management permit
packages shall be ready to submit to the permitting
agencies by, or prior to, the 60% plans submittal.
The completed package shall be ready to submit to
the permitting agencies by, or prior to, the 90%
plans submittal.
(6) The Consultant will be responsible for obtaining the
permit application approval from the appropriate
agency.
2. Environmental Mitigation Plans
The Consultant shall compile all necessary data and prepare
mitigation plan for any wetlands impacts. The plan will include,
but not be limited to the following items:
a. Determination of Wetland areas to be impacted in
accordance with the specific criteria of each environmental
agency involved.
b. Mapping of jurisdictional wetlands or waters on recent
Aerial photography. Surveyed areas will be tied to the
Project Baseline.
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c. Acquire written verification of the jurisdictional lines from
the appropriate environmental agencies.
d. Assess the current condition and relative value of functions
being performed by impacted or displaced wetlands.
e. Evaluate Dredge and Fill activities to determine that the
proposed activities are unable to meet the criteria of
sections 403.918 (1) and (2) (a) Florida Statutes and
Section 17-12.070, Florida Administrative Code.
f. Prepare Mitigation Alternates and coordinate with
environmental agencies (including necessary field reviews).
g. Develop the selected alternate and coordinate with the
environmental agencies.
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h. Prepare, submit, and revise as necessary final design of
mitigation plan including specifications, monitoring plans
and maintenance schedules.
E. Signing and Pavement Marking Plans
Services are to include but are not limited to the preparation of scaled
drawings (minimum scale: 1" = 40') for signing and pavement marking,
key sheet with map, quantities (including signing and pavement marking
quantities), tabulation of quantities by sheet, detail of all major signs,
including pole design schedule for span wire mounted signs and any
special details that may be required.
F. Utility Coordination Services (GTE & FLorida Power)
1. The CONSULTANT shall provide services for the performance of
utility negotiation work including, but not limited to, the following.
a. Identification of existing utility agencies with their
respective facilities identified.
b. Assisting the City in determining if utility easements and/or
utility title deed land exists.
c. Provide design coordination required for development of
Utility Relocation Schedules, Plans and Special Provisions.
d. Attend Utility Status Meetings and/or Field Meetings.
e. Provide mylar reproduction sheets for those utilities
participating in a Utility Joint Project Agreement.
f. Prepare design cost analysis for design modifications that
are requested by the utility agency and approved by the
City.
g. Review all City submittals for Utility Relocation Schedules
and Utility marked Plans for conflicts with proposed Design
and other utility identified.
h. Provide copies of all utility correspondence to the City.
2. The following services shall be performed by the Consultant and
plans shall be submitted by the Consultant for the City to proceed
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with utility coordination.
a. Utility Coordination - 30% Plans
(1 )
(2)
(3)
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(4)
(5)
The Consultant shall furnish copies of the approved
30% Plans cover sheet with plan and profiles to
each utility located within the project limits. The
plans shall show all utilities within the project in
accordance with the City's Procedures Manuals, City
Plans Preparation Manual, and Guidelines. The
Consultant shall furnish two (2) copies of plans for
each utility.
The Consultant shall attend the 30% Plans utility
design meetings with all affected Utility Agencies
and the City. The Consultant shall be prepared to
discuss in depth the proposed Scope of Work for the
project and its effect on existing proposed utility
facilities. The Consultant shall prepare and distribute
summary minutes including any commitments made
by the attendees.
The Consultant shall proceed with design, taking into
consideration the designated utility corridor locations
as identified in the 30% Plans utility design
meetings. The Consultant shall advise the City in
writing if it encounters conflicts as their design
progresses.
The Consultant shall transfer to the plans existing
facilities as submitted by the utility that may not
have been previously shown on the plans.
The Consultant shall determine areas of potential
conflict and determine whether or not a conflict
exists and to what degree.
b. Utility Coordination - 60% Plans
(1) The Consultant shall furnish copies of the approved
60% Plans to each utility located within the project
limits. The plans shall consist of all plan
components as depicted in the 60% Plans checklist.
The Consultant shall furnish one (1) full set of plans
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and one (1) set of partial plans for each utility.
Partial plans shall consist of Key Sheet, Typical
Section, Plan and Profiles, Drainage Structures, and
Cross Section Sheets.
(2) The Consultant shall attend the 60% Plans utility
design meeting with all affected Utility Agencies and
the City. The Consultant shall be prepared to
discuss in depth the effects the utility corridor
locations have on the project design. The
Consultant shall be prepared to specifically identify
conflicts along with his recommendation for
resolution. The Consultant shall be prepared to
discuss in detail the proposed maintenance of traffic
phasing along with its special provisions, drainage,
highway lighting, traffic signalization, and structures
to the extent that they may have an affect on
existing or proposed utility facilities. The Consultant
shall prepare and distribute summary minutes
including any commitments made by attendees.
(3) The Consultant shall review requests made by the
utilities for re-design due to identified conflicts. The
Consultant shall provide recommendations for
resolution of the identified conflicts to the City.
f~) The Consultant shall provide mylar reproduction
services for those utilities participating in a Utility
Joint Project Agreement.
(5) The Consultant shall confirm the location of all
electrical service points for highway lighting,
signalization, and signing.
(6) The Consultant shall prepare a final summary to
identify utilities to be moved, to remain, to be
installed, and modifications to plans for utility
conflicts, et cetera.
c. Utility Design - 90% Plans
1 . The Consultant shall furnish copies of the approved
90% plans to each utility located within the project
limits. The plans shall consist of all plan
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components as depicted in the 90% Plans checklist.
The Consultant shall furnish one (1) full set of plans
and one (1) set of partial plans for each utility.
Partial plans shall consist of a Key Sheet, Typical
Section, Plan and Profile and Cross-Section Sheets.
2. The Consultant shall review each utility agency's
final marked plans for completeness, accuracy, and
verification that no outstanding utility conflict exists.
The Consultant shall advise the City in writing their
review comments.
d. Utility Design - 100% Plans
1.
2.
3.
~." ...
The Consultant shall furnish copies of the Utility
Adjustment Sheets of the plans to each utility
located within the project limits. The Consultant
shall provide one (1) full set of the Utility Adjustment
Sheets for each utility.
The Consultant shall make any corrections that are
required due to an omission in transferring the Utility
Agency's Final Locations Design to the Utility
Adjustment Sheets of the plans.
The Consultant shall provide copies of any revisions
to the plans, to each utility located within the project
limits. The Consultant shall provide two (2) copies
for each utility.
G. Utility Relocation Design Services
The professional engineering services shall include the preparation of
Plans and Specifications, Pay/Bid Items, and documentation to relocate
or improve the sanitary sewer, natural gas, and potable water
distribution system facilities.
The following is a detailed list of tasks and deliverables associated with
he Project:
1 . Project Initiation
a. Meet with City and define project requirements.
b. Identify water mains and sanitary sewers to be relocated
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and abandoned.
c. Identify service connections, fire hydrants and isolation
valves, sanitary sewers and manholes to be relocated.
d. Obtain City standards, details and design criteria.
e. This will require one (1) meeting and project site visit.
f. The City is to provide available mapping of the sanitary
sewer, natural gas, and potable water systems' facilities,
including appurtenances.
2. Prepare Construction Plans and Specifications
a. Complete plans for sanitary sewer, gas main, water main,
fire hydrant, isolation valve and service connection
relocations.
b. Complete specifications including Summary of Quantities
and Pay/Bid Items.
c. The design phase will include review submittals at the 50%
and 90% level.
d. Three (3) sets of Plans and Specifications shall be
submitted for the reviews to the City and two (2) sets of
plans to each utility.
e. An Opinion of Probable Construction Costs shall be
provided with each review submittal.
f. Develop Maintenance of Traffic Plan for incorporation with
the plans and specifications.
g. Two (2) design review meetings with the City will be
required at the 50% and 90% level.
h. Two (2) meetings with each utility will be required during
the design phase.
3. Finalize Design
a. Finalize plans, specifications, estimate of probable
construction costs & Pay/Bid items.
4. Florida Department of Environmental Regulations Permit
a. Prepare permit applications for both wastewater and
potable water system for construction.
b. Submit permit applications with the appropriate
attachments.
c. Respond to questions related to permit application
submittals.
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5. Railroad Permit
a. Prepare permit application for construction of City owned
facilities within the railroad right-of-way.
b. Submit permit application with the appropriate attachments.
c. Respond to questions related to permit application
submittal.
H. Soil Survey
The field exploration and engineering evaluation will focus on the
suitability of the existing material for roadway construction along both
sides of the roadway. In addition, roadway cores for existing pavement
and base thickness and type of subgrade will be taken for determination
of suitability of reuse of the existing roadway. Drainage for the new
roadway will also be addressed.
1 . The field exploration will consist of performing hand auger borings
on a spacing of approximately 100 feet, to depths of
approximately 5 feet below existing grade. These hand auger
borings will be performed on alternate sides of existing Highland
Avenue. We also plan to perform preliminary Limerock Bearing
Ratio tests for design purposes on approximate 2500 foot centers.
2. To assist in determining the salvage value of the existing
pavement section, the sub-consultant will perform roadway cores
at apPl9ximate intervals of one set per lane mile. At each
location,' the pavement thickness and layer types will be
determined along with the thickness of the base material and the
thickness and type of subgrade material. The sub-consultant will
also perform a pavement evaluation survey in accordance with
Florida Department of Transportation (FDOT) procedures, with the
exception that the Mays Ride Meter will not be performed. The
pavement evaluation will provide additional qualitative information
concerning cracking, rutting and slope of the pavement.
3. In addition to the roadway exploration, the subconsultant will
perform Southwest Florida Water Management District constant
head percolation tests at each of the pond areas. For the
purposes of this proposal, it is assumed that there will be six pond
locations for exploration. At each of the test locations, a separate
hand auger will be performed for the purpose of determining
seasonal high groundwater level and existing groundwater levels.
In addition to viewing the soils encounters, wetland plant
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vegetation existing nearby will be identified to assist in the
determination of seasonal high groundwater levels.
4. Based on the results of the field exploration, the subsurface
conditions will be evaluated with respect to the proposed Highland
Avenue improvements. This evaluation will include
recommendations for roadway design and construction.
I. Post Design Services
These services are intended to address changed conditions that occur
following acceptance of final plans and additional services which may be
desired. The ENGINEER shall provide additional services as required to
satisfactorily complete construction. These services are intended to deal
with additional work or changed conditions not covered and is not
intended for instances of ENGINEER errors and/or omissions.
1. Survev Uodate
The ENGINEER shall provide as needed field survey updates prior
to and during the construction contract.
2. Plans Uodate and Maintenance
The ENGINEER shall perform engineering analyses and/or make
revisions to original "on-shelf" tracings or special provisions, as
requested by the CITY, to reflect changing conditions prior to
,..: -.
bidding. . Whenever original tracings are changed, the ENGINEER
shall submit to the CITY one set of signed and sealed prints of the
revised sheets. This requirements is in addition to any other
reproduction and delivery instruction given by the CITY in specific
instances.
The ENGINEER shall be custodian of the project tracings during the
construction period and shall be responsible for maintaining their
condition and safekeeping.
At the conclusion of construction, the ENGINEER, if requested by
the CITY, shall revise the tracings to reflect as-built conditions
based on marked up prints, drawings, and other data furnished to
the ENGINEER.
At the conclusion of construction or at the CITY's request,
ENGINEER shall return all tracings to the CITY to use and file.
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3. Construction Management Activities
Upon written authorization to proceed, the ENGINEER will provide
comprehensive construction related services. The following tasks
have been identified for the construction phase of this project.
If directed to provide these services on this project, the ENGINEER
will review them with the CITY and adjust as necessary to meet
the specific desires of the CITY at the time the services are
requested.
Bidding Assistance - Assist with the preparation of grant or state
revolving loan applications.
Attend the pre-bid conference to discuss details of this project
with prospective bidders.
If necessary, prepare formal addenda.
Complete detailed evaluation of bids received.
Prepare a recommendation for award of contracts.
Preconstruction Conference - Attend preconstruction conference.
Identity.,lines of communication and key project managers for the
owner, engineer, and contractor(s).
Review key contract provisions including permit requirements and
conditions, safety and traffic control.
Project Insoection - Observe the work of the contractor for general
conformity with contract documents.
Make visits during the course of construction as required.
Maintain current set of construction photographs.
Review and approve all required shop drawings.
Prepare list of construction deficiencies.
Conduct pre-final inspection and prepare final punch list. Conduct
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final inspection after all deficiencies are corrected.
Record Drawings & Certification - Using information provided by
the contractor, prepare complete updated set of record drawings
to reflect the completed project. Submit record drawings to the
County, and others as required.
4. Exoert Witness Testimonv
The Consultant shall serve as an expert witness in legal
proceedings if required by the City. The fee(s) for these services
shall be established, if and when, said services are required.
IV. DESIGN DOCUMENTATION
Design criteria used for the project.
Geometric design calculations for horizontal alignment that is not included
in the quantity computation booklet.
Vertical geometry calculations.
Capacity analysis.
Drainage computations.
Earthwork calcu.lations not included in the quantity computation booklet.
"',' /'
Calculations showing cost comparisons of various alternatives considered.
Documentation of decisions reached resulting from meetings, telephone
conversations or site visits.
Calculations of quantities.
V. CITY RESPONSIBILITIES
The City will provide those services and materials as set forth below:
Project data currently on file.
Engineering standards and review services.
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Environmental standards and review services.
All available information in the possession of the City pertaining to utility
companies whose facilities may be affected by the proposed construction.
All future information which may come to the City during the term of the
Consultant's Agreement and which, in the opinion of the City, is necessary to
the prosecution of the work.
All available information in the possession of the City pertaining to subdivision
plans so that the Consultant may take advantage of additional areas that can
be utilized for right-of-way, stormwater ponds, etc.
Systems traffic with K, D, and T factors will be provided.
Available accident data.
Provide phase reviews of roadway plans.
VI. GENERAL
A. Meetings
1. The Consultant shall attend a notice to proceed meeting scheduled
by the City to receive the official Notice to Proceed. The purpose
of this introductory meeting is three fold:
)...,'
a. The City will render all relevant information in its
possession. This may include traffic data, planning
information, and available as-built plans.
b. The City will establish any ground rules upon which the
plans process will be developed.
c. The City will explain the financial administration of the
contract.
2. The Consultant shall make such reviews, attend such meeting and
make such contacts as are necessary to maintain the project
schedule and for proper preparation of plans, specifications,
special provisions, coordination with utilities (including the utility
pre-design conference) and coordination with other projects.
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B. Professional Endorsement
After the City approves the final plans, the original set of plans plus two
(2) sets of record prints shall be furnished to the City. The Consultant
shall signify, by affixing an endorsement of embossed seal and original
signature on every sheet of the record set, that the work shown on the
endorsed sheets was produced by a registered professional engineer.
The original set of plans shall have the title block placed on each sheet,
an original signature shall be placed on the key map, and an original or
stamped signature on all other plan sheets.
C. Plans Reoroduction
The Consultant shall furnish prints and sepias as required by the City to
adequately control, coordinate, and approve the plans.
D. Phase Reviews
Plans will be reviewed at intervals specified by the City, including four
phase review submittals (30%, 60%, 90% and 100% roadway). The
Consultant shall be responsible for all phase review coordination. The
Consultant shall transmit phase review plan sets to each reviewer by
means of a document transmittal letter which shall include the phase
review meeting date, place and time.
E. Consultant's Schedule of Activities
f-'.-
The Consultant shall prepare and submit a detailed schedule for
Consultant activities on the project, make monthly progress reports and
attend monthly project meetings. This schedule shall be updated and
resubmitted for the City's approval should the Consultant fail to meet
requirements for interim design submittal dates. The schedule shall
indicate submission dates for 30%, 60%, 90% and 100% complete
roadway plans, including final quantities. For purposes of scheduling,
Consultant shall allow for three (3) weeks City review of each roadway
design submittal.
F. Disoosition of Plan Review Comments
The Consultant shall submit to the City, at the time of the filing of final
tracings, the disposition of all plan review comments in written form.
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G. Progress Reoortina
Progress reports which describe in detail the work performed on each
task will be submitted monthly. Progress reports shall be delivered to
the City concurrently with the monthly invoice.
H. Soecifications
The Consultant shall provide Technical Special Provisions for all items of
work not covered by the Standard Specifications, Supplemental
Specifications or Recurring Special Provisions.
.... ,
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EXHIBIT B
METHOD OF COMPENSATION
I. METHOD OF PAYMENT
A. Time Charges. The CITY agrees to compensate the ENGINEER for the
professional services called for under Exhibit A to the Agreement by the
hours worked and the attached fee schedule.
Some work items may be less or greater than the estimate, however,
overall totals shown in Section IV of this Exhibit B shall not be exceeded
without prior written authorization from the CITY.
B. Additional Services - Services authorized by the CITY other than those
specifically listed in the Exhibit A 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 or 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 Expenses - The CITY shall pay the ENGINEER a lump sum
amount for alhiut-of-pocket expenses directly chargeable to the services
provided except for CADD time for Plans Develoment charges. Such
expenses shall be billed as a prorated amount for the duration of the
project in an amount equal to the total estimated expenses divided by
the proposed eighteen (18) month schedule. Typical allowable expenses
include long distance phone charges, meals and travel expenses when
traveling on the CITY'S behalf (outside the Tampa Bay area), and
identifiable reproduction costs.
CADD time for Plans Development charges shall be based on actual time
used and the unit rates established in the fee schedule in this Exhibit B.
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 and lump sum out of pocket expenses for the
B-1
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work accomplished during the invoicing period. 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.
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 January 1, 1993, the fees contained in Sections IV and
V of this EXHIBIT 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 II Additional Services" and the
ENGINEER \/'fill be compensated for the II Additional Services: in
accordance with Paragraph I.B above.
C. Rules, Regulations, Ordinances - The CITY understands and agrees that
the work outlined in EXHIBIT A and the fees outlined in EXHIBIT B
Compensation, are based on the ENGINEER'S performing the services
in accordance with existing local, County, State and Federal rules,
regulations and ordinances 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.
B-2
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IV. SUMMARY OF FEES
A Summary of fees for this Agreement is below:
UNIT COST
Basic Design Services Allowance
Utilities Relocation Design Allowance
Field Surveys (Cumbey and Fair)
Right of Way Aquisition Drawings (30 parcels)
(Cumbey and Fair)
Geotechnical Allowance (Williams & Associates)
Utility Locating Services (Dig-Safe, Inc.)
CADD Time Expense Allowance
Subtotal Unit Cost
LUMP SUM
Aerial Photographic Plan Sheets
r..'
Roadway Design Direct Costs
Field Surveys Direct Costs
Utility Relocation Design Direct Costs
Subtotal Lump Sum
Total Maximum Fee
B-3
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$257,754.00
111,981.00
106,180.00
4,500.00
16,053.50
12,000.00
47, 725.00
$556,193.50
$4,080.00
27,334.00
1,800.00
8,305.00
$41,519.00
--------
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$597,712.50
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V. BILLING RATE SCHEDULE
A. The following billing rates will be used by HDR Engineering, Inc. for
services under this contract.
Job Class
1990 &
1991 1992
Billing Billing
Rate Rate
110.00 116.00
76.00 80.00
72.00 76.00
Project Principal
Project Manager
Senior Engineer/
Senior Env. Scientist
Engineer
60.00
63.00
Environmental Scientist
53.00
56.00
Technician/Drafting
40.00
43.00
Clerical/Ad ministrative
30.00
32.00
PC Computer
CADD Station'"
10.00
10.00
25.00
25.00
B. For Survey and R.O.W. Document billing rates, please refer to pages B-
17 through B-19 of Exhibit B.
C. For Geotechnical billing rates, please refer to pages B-21 through B-22
of Exhibit B.
VI. DETAILS OF COSTS & FEES
Please refer to the attached pages B-5 through 8-26 for details of the fees for
this project.
8-4
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THE FOLLOWING PAGES B-6 THROUGH B-26
CONTAIN BACK UP DATA FOR THE FEES
SUMMARIZED IN SECTION IV
OF THIS EXHIBIT B.
r./ .-'
B-5
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BASIC DESIGN SERVICES ALLOWANCE
Fee Computation: Roadway, Drainage, Permitting, Signing/Marking, Utility
Coordination (66% of effort in 1991, 34% of effort in 1992)
Project Prinicipal 1991 28 X 110.00 = 3,080
1992 -H X 116.00 = 1 ,624
Subtotal 42 hrs
Project Manager 1991 311 X 76.00 = 23,636
1992 ...16Q X 80.00 = 12,800
Subtotal 471 hrs
Senior Engineer/Scientist 1991 751 X 72.00 = 54,072
1992 ...aaz X 76.00 = 29,41 2
Subtotal 11 38 hrs
Engineer 1991 812 X 60.00 = 48,720
1992 418 X 63.00 = 26,334
Subtotal 1230 hrs
Scientist 1991 127 X 53.00 = 6,731
1992 ~ X 56.00 = 3,640
Subtotal 192 hrs
Technician 1991 701 X 40.00 = 28,040
1992 ..3.6.1 X 43.00 = 15,523
Subtotal roo' .' 1062 hrs
Clerical 1991 89 X 30.00 = 2,670
1992 46 X 32.00 = 1.472
Subtotal 135 hrs
Total 4,270 hrs $257,754
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ROADWAY PLANS MAHHOUR ESTIMATE SHEET
WPI NO.
STATE PROJECT NO.
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PROJECT DESCRIPTION
+--------------------------------------------+-------------+----------+--------------+--------------+-----------+
PLAN COMPONENTS UNIT I NO. OF 'MANHOURS TOTAL I CADD
I " UNITS I PER UNIT I MANHOURS 1 HOURS ,
+--------------------------------------------+-------------+----------+--------------+--------------+---------+-+
I KEY MAP I PER SHEET' I , I L- I 12, 'b ,
I~RAINA&E HAP RI:IRAL , PER SII((1 I #J ~ A I , I 1
IDRAINAGE MAP - MUNCIPAL , PER SHEET , '2.~ I ~~' ,
ITYPICAL SECTION SHEET , PER SHEET' 2, 't- I _ '3~ '
'SUMMARY OF QUANTITIES SHEET , PER SHEET ,z. , 0 , ig ,:; 1
ISUMMARY OF DRAINAGE STRUCTURES , PER SHEET ,3 ,Z.O I __ ,Z,O ,
IMASS DIAGRAM I PCR SIICCT ,#..)I A I , I ,
IBACK-OF-SIDEWALK PROfILES - MUNCIPAL I PER SHEET , , I ,--,2.. I 13.2.. '.8 R I
IPLAN-PROFILES - MUNCIPAL I PER SHEET I :21, I~~ '701 I 52.8 ,
IPLAN PRSrILCS RURAL (IN6. CSlAB. 6RABC) I PER SHEET , AJ/~ I I , ,
I tRess eVER 9E'FAIU ROOAl , PCR SIIC(1 '~I , , ,
IIIl"fCRtllA/I&C PLJi/lS (SCC ATlAEINICflT) , Ll:ltlP S~l , . , I , ,
'INTERSECTION DETAILS ., PER SHEET , I 2. -4 ,.., ?J I i z.. ,
!INTERSECTION PROFILES i PER SHEET I 2... I l.O I ~ 0 , 1 ,
'00'111"&1: lil'RtlETl:IRCS slicers RutAL I PCR scene" 1 ~~It , I, I ,
IDRAINAGE STRUCTURES SHEETS - HUNCIPAL 'PER SECTION' - I' 3 'J35 ,~O ,
ILATERAl DITCH/OUTFALL SHEETS I pe....f.~ , PER SHEET , '-4 I I b , b4 ,-40 ,
'STORHWATER DETENTION DETAILS -4 po.-.;"s I PER SHEET '4 , I b I b I b -1 ,
I ENVIRONHENTAL MITIGATION PLANS Z loc,~;I-i.~, PER SHEET ,2. I J" I 3 2- '3 G.. ,
IBRIe&C eCSI&1l eATA slicers (BATA PLeTTlNG) , PER [MEH , , , , ,
'CROSS SECTION-LATERAL DITCH (INC. EARTtNORK)' PER SECTION I :2:.0 I 2. I '1 C> I "GO ,
ICROSS SCETlSII RURAL (INC. CAnTIPJ9RK) , PCR SCETIer! , I , , I
ICROSS SECTION-MUNCIPAL (INC. EARTHWORK) I PER SECTION I '~l ' '-;L, , I 2..6~ ,20 ~
IUTlLITY ADJUSTMENT PLANS '"'()V'\-c.~.. o\.,j~-', PER SHEET , " B "'7 ,-4c
'MAINTENANCE OF TRAFFIC (INCL. PlAHS) , LUMP SUM ,:J.. I, ZOC , 2.00 , Ico
'TYP leAL SCETIeN Pt.EIEA&C , LlIlP SI:IlI' , , ,
IPAVEMENT DESIGN PACKAGE , LUMP SUM ,.1 '-4~ 1~'-4
IPLANS CHECKING & QUALITY ASSURANCE , LUMP SUM l.:t 'b I I
I PROGRESS REV I Ell HEETI NGS I EAOt . I I S I ' cS I' I
IQUANTITY COMPUTATION BOOKLET I EACH I , I ,
IFIELD REVIEWS I EACH I 10 I cS I 8C I
ISUPERVISION(n-4%) , LUMPSUH I .i., I J~O I
'PUBLIC INFORMATION HEETING I LUMP SUM I , I I
I I' , , ,
+--------------------------------------------+-------------+----------+--------------+--------------+-----------+
I I I , , , ,
I TOTALS I I I I Z,5~, ,J~ 52.,'
I I I I I I ,
+--------------------------------------------+-------------+----------+--------------+--------------+-----------+
FIRM
PREPARER
l<- 5 ru \I
PRIHE ( ) OR SUBCONSUlTANT ( )
B-8
. I
"
I..,
E~IRONMENTAL PERMTTING SERVICES tSTIMATE
WPI NO. STATE PROJECT NO.
PROJECT DESCRIPTION J:ji ~h 10",01 AVeV\u ~
+---------------------------------------------+----------+--------------------+
I I - I -+- I I 1- .
I ACTIVITY . '8.. I . j I,~ :~ I 5 I
+;~-;~;;;;;;/;~;~;-;;;;;-;;;~;;----------l J. < ~ ~ 'Ii 1 ~ 'S +
: _ _- Q. \fl If) r v
1. PLANS REVIEW :' J 0
2. PRELIMINARY FIELD REVIEWS.j.F'~~\:;.\J~ study' I 10 -40
3. AGENCY MEETINGS B
4. AGENCY FIELD REVIEWS 8> a
5. STORMWATER CALCULATIONS
INDEPENDENT OF ROUTINE DRAINAGE CALC.
6. APPLICATION FORMS PREPARTION
7. PERMIT PACKAGE DUPLICATION
8. APPLICATION SUBMITTAL TO DOT
9. FOLLOW-UP PERMIT WORK
10. PERMIT APPLICATION REVISIONS
I
SUBTOTAL ::; ! I B
I ,
+---------------------------------------------+----------+--------------------+
I
I
.
I
1. VERIFICATION AND ASSESSMENT OF WETLAND I
2. EVALUATION OF IMPACTS
3. MITIGATION ALTERNATIVES
4. IDENTIFICATION OF R/W
5. AERIAL PHOTOGRAPHY
6. AGENCY FIELD REVIEWS
7. DEVELOPMENT OF MITIGATION PLAN
8. SURVEYING
9. HYDRAULICS/HYDROGRAPHIC SURVEY
10. AGENCY OFFICE MEETING
11. FORMAL DESIGN
12. SPECIFICATIONS
13. MONITORING PLAN
14. SUBMITTAL TO AGENCIES
15. REVISIONS
16. COORDINATION WITH De!1' c.;+,.
17. FINAL PLANS
B. MITIGATION SERVICES
-4
2-
~
<3 16 ,z-4 ,
12-
:l.
1- -
:21
IR 18
8 111-4 i 32
'6
m
I -
Is
1&
i -
!2..
-4 i 8
~r
:~
8
i
i~
~ j
e:.
18
i -
2.
+---------------------------------------------+----------+--------------------+
I : I : I I :
! SUBTOTAL : .3'7 : 10 78 ,/2.. -4 :
+---------------------------------------------+----------+--------~-----------+
I I t. I ; I
: : ' i :. I !' :
I TOTALS I 6 'I 2. 5 I:J 8. '10) 2. ~-4 'I""" I
I I I I ; 1.....1 I
I I I I 'I
+---------------------------------------------+----------+-------------~------+
SURVEY ESTIMATE:
4-MAN PARTY' DAYS
PRE PARER S+ul'
FIRM
PRIME ( ) OR SUBCONSULT ( )
B-9
I I
SIGNING AND MARKING PLANS MANHOUR ESTIMATE SHEET
WPI NO.
STATE PROJECT NO.
~ j ~hlQnd A'\JeY\ve-
PROJECT DESCRIPTION
+------------------------------------------------------+----------+-----------+-----------+
: SIGNING AND MARKING : ENGINEER : TECHNICAN: CADO :
: PLAN COMPONENTS ::: HOURS :
: +------------------------------------------------------+----------+-----------+-----------+
I I
, I
A. FIELD REVIEW
B. KEY SHEET
1. PROJECT LOCATION MAP
2. LEGEND AND INDEX SHEETS
C. TABULATION SHEETS
1. ITEM NOS. AND DESCRIPTION
2. SHEET QUANTITIES (CALCULATE)
3. SPECIAL NOTES
D. STANDARD PLANS
1. PROPOSED ROADWAY DESIGN
( 1 "= ) ( SHEETS)
2. PROPOSED MARKING WITH DESCRIPTIONS
3. STANDARD GROUND SIGNS { @
4. OTHER SIGNS ( )
5. PAY ITEM NO.'S AND SIGN I.O. NO.'S
NON-STANDARD SIGN DETAILS
1. MULTI-POST GROUND SIGN (
A. SIGN PANEL DETAIL {
B. CROSS SECTION (
2. SPANWIRE ASSEMBLY (
A. CROSS SECTION {
3. CANTILEVER ASSEMBLY
A. STRUCTURE DESIGN ( @
..~ ;
B. SIGN PANEL DETAIL { @
4. OVERHEAD STRUCTURE ASSEMBLY (
A. STRUCTURE DESIGN {' @
B. SIGN PANEL DETAIL {
C. CROSS SECTION { @
5. BRIDGE MOUNTED SIGN ASSEMBLY {
A. STRUCTURE BRACKET DESIGN (
B. SIGN PANEL DETAIL ( @
C. CROSS SECTION ( @
F. SUMMARY OF PAY ITEMS
G. FIELD REVIEW
~2..
'd8
& QUANTITIES
HRS. )
,
E.
)
@
HRS. )
HRS. )
)
HRS. )
@
@
)
HRS. )
HRS. )
)
HRS. )
HRS. )
HRS. )
@
)
HRS.)
@
HRS. )
HRS. )
2<1
'dB
2..1
8B
+------------------------------------------------------+----------+-----------+-----------+
, , I , I
I I , J I ') I I
: TOTAL MANHOURS : 120 : t:- : J /2.. :
I I I I ,
I I , , ,
+------------------------------------------------------+----------+-----------+-----------+
FIRM
PREPARER
J(, Stv)\
8-10
PRIME ( ) OR SUB ( )
I
I
DRAINAGE MANHOUR ESTIMATES
WPI NO.
STATE PROJECT NO.
PROJECT DESCRIPTION ~ h laY\ol Ave..
+---------------------------------------------+----------+------------~-------+
I I I I
I I I I
: ITEMS : MANHOURS : COMMENTS :
I I I I
I I I I
+---------------------------------------------+----------+--------------------+
: FIELD REVIEW :: 2. -tri ps :
: INCLUDES INSPECTION OF BASIN, VERIFICATION:: :
: AND COMPLETION OF DRAINAGE MAPS, INTERVIEW : ) ~ : 2. ~ Ie. pe.r- :
: WITH LOCAL RESIDENTS AND OFFICIALS, AND: : r - r :
:SETTING HYDRAULIC GRADE CONTROLS :: :
+---------------------------------------------+----------+--------------~-----+
: S+or......v...>a.ke.,.. Po",oA Loc.oliQ'V\S:: :
! A It~a.,~iw.s ) A~oAYSi:). C\,ol K~Frt ! JbO. ! !
I I I I
+------------------------------------------_:_+----------+--------------------+
: ROADWAY AND/OR OUTFALL DITCHES :: :
: INCLUDES EROSION PROTECTION AND SIDEDRAIN : 01 /' : A. ~) -4 h,... c.. :
: TABULATION : lit::::> : 't ~ 4. ~:
+---------------------------------------------+----------+-----:--------------+
I STORM SEWERS I I ~C:> cs. +r~ @ I
I INCLUDES HYDRAULIC, HYDROLOGIC, STRUCTURAL I 276 I I I
I DESIGN : : ~ h.-S e.~ I
+--------------------------------------------~+----------+--------------------+
I STORMWATER TREATMENT AND ATTENUATION I I I
: INCLUDES ALL DRAINAGE ITEMS REQUIRED FOR I 320 : -4 @ <9:) h,... 5 :
IPERMIT SUBMITTALS I I :
+---------------------------------------------+----------+--------------------+
: PREPARATION OF B. D. D. S. AND BRIDGE:: :
I HYDRAULICS REPORT I tJ: :
IINCLUDES RISK ANALYSIS, EROSION CONTROL I)I~ I I
: RECOMMENDATIONS AND SCOUR ANALYSIS : I I
+---------------------------------------------+----------+--------------------+
I I I I
I I I I
: OTHER I I I
I I I I
I I I I
I I I I
I I I I
+---------------------------------------------+----------+--------------------+
I I I I
: : D/'., : :
I TOTALS I ~ .{..... I I
I I . I I
I I I I
+---------------------------------------------+---~------+--------------~-----+
FIRM H DR
PRE PARER
S+ uti
PRIME (
) OR SUBCONSULT (
)
8-11
I
UTILITIES/RAILROADS MANHOUR ISTIMATE
C c::::><::> y- d " Y\ a... -l i 0 ~
A\Je
Project
J.! i 5~lord
S+u\\
Date:
Prepared by:
-----------------------------------------------------------------------------------------
: TOTAL :
1 WORK ELEMENT : MANHOURS : COMMENTS ,
,---------------------------------------------------------------------------------------,
,
INITIAL CONTACT (PHASE I)
(1) Consultant shall furnish
. c. ' 30% Plans/R/W Maps
for statutory notification to all
utility companies operating within
the limits of the project
---------------------------------------------
,
,
,
,
,
1
1
1 imits of the project ,: '. ,
_____________________________________________,__________1______------------------______1
,
I
,
I
,
I
1
_____________________________________________ __________ ------------------------______1
(2) Consultant shall handle statutory noti-
fication with 30% plans" to all
utility companies operating within the'
B
(3) Consultant shall review utility response
and notify utility companies as to their
eligibility for reimbursement
,8
,(4) Consultant shall handle utility subordi-
: nations
,--------------------------------------------- ---------- ------------------------------
, " ,
:(5) Consultant shall update the 30% Plans :
I R/W Maps to accurately indicate the : J~
location of all existint'utilities : 1
---------------------------------------______1______--__,______________________________
" I
I' I
I' I
" ,
'8 ' ,
" I
" I
Pre-Design Meeting :: :
-------------------------------------~-------:----------:----------~-------------------:
(2) Consultant shall attend Pre-Design Meet- :: :
i ngs prepared to di scuss the roadway :)6 : :'
plans and their impact on utilities:: :
---------------------------------------______1______--__1______________________________1
, ,
, ,
I ,
1 s:::::> 1
1 '-=> '
1 ,
, ,
B
(3) Consultant shall write and'distribute
detailed minutes of the Pre-Design
Meeting
---------------------------------------------------------------------------------------
(4) Consultant shall schedule and conduct a
meeting with all affected utility }~
agencies with 60% plans
---------------------------------------------------------------------------------------
(5) Consultant shall determine areas of
potential conflict and perform a field
survey to confirm whether or not a con-
flict does exist and to what degree
I
I
I
I
1
I
I
I
y::;;
-----------------------------------------------------------------------------------------
.
Page 1 of 2
8-12
..
DJH/DEC/Ol-18-90
I
I
UTILITIES/RAILROADS MANHOUR ESTIMATE (CONT.)
-----------------------------------------------------------------------------------------
WORK ELEMENT
: TOTAL :
: MANHOURS : COMMENTS"
-----------------------------------------,
I
I
"
"
8 !
I
I
,
I I
----______I______---------------~--______I
---------------------------------------------
, FINAL RELOCATION ASSEMBLY TO UTILITIES
. (PHASE III)
(1) Consultant shall transmit 90% Plans
for final
utility notification
---------------------------------------------
(2) Consultant shall review each utility
company's marked plans depicting the
disposition of their facilities and )~
advi se as to
conflicts with proposed roadway const.
--------------------------------------------- ---------- ------------------------------
(3) Consultant shall prepare utility
adjustment sheets
N/A See Roadway Plans
Manhour Est. Sheet
---------------------------------------------
---------- ------------------------------
(4) Consultant shall handle final
statutory notification with 90% Plans t:5
to all utility companies
--------------------------------------------- ---------- ------------------------------
,
(5) Consultant shall assist all utility
companies in completing all documents
requiring execution by the
and forward those documents '
for processing
3c)
--------------------------------------------- ---------- ------------------------------
I
I
kJ/; !
struction that are of a design nature , ":
---------------------------------------------,----------,------------------------------
I ,
: '<:5~ :XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
(6) Consultant shall assist"
with utility conflicts during con-
SUBTOTAL: UTILITIES MANHOUR ESTIMATE
---------------------------------------------------------------------------------------
RAILROADS :
Key Sheet....................................:
Pl an Sheet...................................:
'Drainage Structure Sheet.....................:
Railroad Hearings............................:
J...
.d..
:J..
i
sheets @ { hrs each
sheets @ 4() hrs each
sheets @ 1J2 hrs each
hearings @ ~ hrs each
---------------------------------------------------------------------------------------
SUBTOTAL: RAILROADS MANHOUR ESTIMATE
c:; 2 : xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
---------------------------------------------------------------------------------------
TOT A L
! 272-
I
:XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
IXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
---------------------------------------------------------------------------------------- .
SPECIAL REMARKS:
."
8-13
Page 2 of 2
..
I
I
UTlUTY RELOCATION DESIGN SERVICES ALLOWANCE
Fee Computation: Water, Sewer, and Gas Line Relocation (34% of effort in 1991,
66% of effort in 1992)
Subtotal
1991 5 X 110.00=
1992 12 X 11 6.00 =
15 hrs
550.00
1160.00
Principal
Project Manager 1991 58 X 76.00 = 4,408.00
1992 117 X 80.00 = 9,360.00
Subtotal 175 hrs
Sr. Engineer 1991 99 X 72.00 = 7,128.00
1992 202 X 76.00 = 15,352.00
Subtotal 301 hrs
Engineer 1991 238 X 60.00 = 14,280.00
1992 482 X 63.00 = 30,366.00
Subtotal 720 hrs
Technician 1991 171 X 40.00 = 6,840.00
1992 347 X 43.00 = 14,921.00
Subtotal 518 hrs
Clerical 1991 80 X 30.00 = 2,400.00
r-' ,
1992 ~ X 32.00 = 5.216.00
Subtotal 243 hrs
Total 1972 hrs $111 ,981 .00
8-14
I I
UTlUTY RELOCATION DESIGN ESTIMATED EFFORT
Project Senior
Principal Manager Engineer Engineer Technician Clerical
A. Project Initiation
Kickoff 4 4 2
Identify Affected Utilities 2 8 16 2
Obtain Stds and Criteria 2 6
Site Visit 8 8 8 2
HDR P.I.P.'s 1 2 2
Set Up Files 2 2 2
B. Inspect Existing Facilities
Preliminary Coord. 4 4 2
Field Inspection 6 36 20
Report 4 8 4
C. Prepare Construction Plans
Water 10 25 100 100 10
Sewer 10 25 100 100 10
Gas 10 25 100 100 10
Details 10 10 24 24 5
M.O.T. 10 40 40 40 20
a.c. 2 20 40 40 10
D. Specs, Cost Estimates, and
Bid Tabulations
Prepare Specs 10 32 60 40
Summary of auantities-" .' 4 16 32 40 8
Cost Estimate 4 16 32 8
Bid Tabs 2 4 8 4 8
a.c. 2 10 16 24 8
E. Permits
DER Water 1 2 4 12 6 6
DER Sewer 1 2 4 12 6 6
RR Utility 3 6 18 12 6
F. Management
Meetings 4 24 24 24 10 20
Progress Reports 18 18
Filing and Invoices 4 4 30
Peer Review 4 8 8 16 16 4
TOTAL HOURS 15 175 301 720 518 243
8-15
"
I
I
FIELD SURVEYS
AND
RIGHT OF WAY DOCUMENTS
RATE SCHEDULE AND ESTIMATED EFFORT
;-...
B-16
"
. .
CUMBEY & FAIR. INC.
2463 ENTERPRISE ROAD
Cl.EARIIfATER. FL 34623-1790
'8131 797-8982 C1earwRer
'8131223-4333 Tampa
I
I
CIVIL ENGINEERING
LAND SURVEYING
PLANNING
EEJ
BILLING
CODE
A
B
C
E
*F
G
H
L
M
RATE SCHEDULE
April, 1987
OFFICE
Principals
Professional Engineer, Land Planner,
or Land Surveyor
Design Engineer, Calculation Time
Draftsman
Engineering/Survey Technician
;-,
Outside Professional Services
Materials, Blueprints, Reproductions,
Agency Fees, etc.
FIELD
2-Man Survey Field Crew
3-Man Survey Field Crew
Field Supervisor
Inspector/Inspection
* Item F revised May, 1989
8-17
RATE/HOUR
$85.00
$60.00
$50.00
$35.00
$40.00
Cost
$50.00
$65.00
$45.00
$35.00
,
,
,
.
I
I
HIGHLAND AVENUE
Survey Services
*
Field Survey 94 Crew Days @ $520.00 $48,800.00
Field Supervisor 244 hrs @ $ 45.00 10,980.00
Calc/Cadd 678 hrs @ $ 50.00 33,900.00
Draftsman 84 hrs @ $ 35.00 2,940.00
Professional
Surveyor 158 hrs @ $ 60.00 9,480.00
$106,180.00
Unit Price For Sketches & Descriptions
$ 150.00
Reproduction and Misc. Reimbursable
$1,800.00
~': "
* 3 man crew
10-3-90
8-18
,
.
Project
I fIELD SURVEY Ml\NHOUR ESTIMATE I..
Highland Avenua C~~y of Clearwater
Prepared by:
Cumbey & Fair, Inc.~.
. : Date:
. .
10/3/9Q .:
-------------------------------------------~---------------~~--------------------------
: PARTY DAYS' COMMENTS:
1-----------------------------1 t
. 1 1 1
WORK ELEMENT : 3-MAN : 4-MAN 5-MAN :
--------------------------------------:---------:---------:---------------------------
I 1 I 1 .
I I 1 1
Basel ine Control : 3: : :Stake 100' stations
----------------------______1_________1______---:-----____:__________________________
A 1 i gnment' I IStake centerline
---------------------------_ ___1_____ _________1_________'__________________________
1 1
Reference Points : :8 Major points
---------------------------_ ___1_____ ~________I_________I__________________________
1 1
1 1
3. I IBenchmarks on targets
---------------------------- --------- ---______1_________1______--------------------
___~_____ _________! _________! t~~~l~-~~~].~~-9~J~!.?A~'fo~7roen t
: :~~5t dr1ves & 4u m1scf
---~-~--- ---------:---------:!~}-!~t-~~~9--~----_______:
p MaJor :
9 '87 minor sections 1
--------- --------- ---______I______---------------~---_I
'H & V storm.& san1tary
:H all visible utilities
___1_0..___ --------- --------- :V-~':'e~F*-:i.~t;S-.e-~pQ.&Q.Q : by owner
: 72 tGlrgets . :
~-:~-~--- --------- -----____12~JK~~---------____~__,
: Check ridge line locations
2 I using assumed elevati~ns
-----____ ---______1______--- __________________________,
1
1
1
---------------------------- ----_____ ---______1______--- ________________________._
1
Outfall & Detention Survey : 6 ponds
---------------------------- -__~____ ---______1______--- __________________________
1 1
I 1
1 I
---------------------------- --------- ------___1_________1__________________________
1 1 I
I 1 I
- 1 1 1 1
-----------------------_____1______---,---______1____-____1__________________________,
1 1 1 1 1
RIGHT-Of-WAY : : . :: :
Section Ties 1 1 1 I ' I
I 2 1 1 I 1
-------------------'---______1_________1_________1___-_____1__________________________,
. . . 1 1 1 I 1
SubdlVlslon Ties : 9: : : . . :
----------------------______1_________1_________1____-____1__________________________,
' 1 I' 1 1 1
Maint Right-of-Way Ties 1 1 1 1 1
. 1 2, 1 1 1 . 1
------------------------____1_________1_________1____-____,__________________________,
' 1 I 1 1 1
Building Ties 1 I 'I 1
1 1 1 1 I I
----------------------______1_________1______---,-----____1__________________________,
1 . 1 1 1 I
1 1 1 1 1
1 _ 1 1 I 1
-----------------------_____1_________1_________1_--__-___1__________________________1
. . . 1 I 1 1
~~r1sdlctlonal line Survey : . 3: : . Existin onds ,& 3 di!tches
-----------------------___1_________1_________1______-__ _________g_~_____________,
'I I 1 . 1
Ti de li ne Survey (MHW) : _: : :
----------------------__~___I______---,---------,-----____ ___________~______________I
. . 1 1 1 1
~~~~~~~ned R-O-W Survey' : _: :, . . :
----------------_____1_________1_________'______--- __________________________,
I I 1 I
1 1 I 1
1 - Ie 1 I ! 1
---------------------------------------------------------------------~_______________t
. . 'I
TOT ^ l : 94: ':
---------------------------------------------------------------------------------------
,
DESIGN SURVEY
Bench levels
Topography
I______-------~--------------
I
:Roadway X-Sections/Profiles
'______----------------------
I
: Jntersection Cross-Sections
1______----------------------
I
:Underground Utilities
1______----------------------
1
:Aerial Target Placement
1____________________________
1
:Orainage Survey
1______----------------------
I
'Stake-out for Borings
2
Stakes on centerline
Bridge Data Survey
Channel Survey
,Property line Tics
R-O-W Monumentation
8-19
r ,
, ,
.
I
GEOTECHNICAL SERVICES
RATE SCHEDULE AND
ESTIMATED EFFORT
f-'.
B-20
I
(
.
I
I
TABLE OF ESTIMATED FEES
Estimated Unit
Item Units Quantity Rate Total
FIELD EXPLORATION
Mobilization lump sum 1 $150.00 $ 150.00
Auger Borings I.f. 660 5.00 3,300.00
SWFWMD Constant Head Tests each 6 225.00 1,350.00
Standard Penetration Testing l.r. 99 6.50 643.50
Pavement Cores each 24 30.00 720.00
Traffic Control lump sum 1 250.00 250.00
FIELD SERVICES SUBTOTAL: $6,413.50
LABORATORY TESTING
Grain Size Analysis each 19 $30.00 $570.00
Atterberg Limits each 6 45.00 270.00
Moisture Content Tests each 19 5.00 95.00
Organic Content each 6 25.00 150.00
LBR Tests ~, each 6 150.00 900.00
LABORATORY SERVICES SUBTOTAL: $1,985.00
2.1 ENGINEERING SERVICES (Man Hour)
1) Draftsman hour 35 $20.00
2) Secretary hour 30 20.00
3) Technician hour 39 25.00
4) Project Administrator hour 8 35.00
5) Project Engineer hour 60 55.00
6) Senior Engineer hour 20 90.00
ENGINEERING SERVICES SUBTOTAL:
TOTAL:
$ 700.00
600.00
975.00
280.00
3,300.00
1.800.00
$7,655.00
$16.053.50
B-21
WILLIAMS & ASSOCIATES
GEOTECHNCAL Ef\GINEERS
<,
'"
,
I
I
lIS
...
II) ~
.. .. ..
.... i:
~ 0 -0 -0 GOI 0
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..
lIS III:
!
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..... ....
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8-22
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UTILITY LOCATING SERVICES DIG-SAFE, INC.
Utility location Holes, within pavement
20 @ $350 = $7,000.00
Utility Location Holes, outside pavement
20 @ $250 = 5.000.00
Maximum Upset limit$12,000.00
(Note: Daily Rate not to exceed $1500 per may also be used)
COMPUTER TIME FOR CADD (UNIT COST)
CADD time for submittal plots
1 , 1 70 plots x 6 plots/hr
195 hrs @ $25 per hour = $ 4,875.00
CADD time for Roadway Plans
Development (from manhour
estimates) 1,664 hrs @ $25
per hour = $41,600.00
CADD time for Utility Relocation
Plans Development (from
man hour estimates)
50 hrs @ $25 per hour$ 1.250.00
Total CADD Cost$47,725.00
AERIAL PHOTOGRAPHIC PLAN SHEETS-I.F. ROOKS & ASSOC.
22 - 1 n = 20' Plan & Profile Sheets @140.00 ea. = 3,080.00
3 - 1" = 200' Drainage Map Sheets @ 140.00 ea. = 420.00
2 - Negatives of Format @ 140.00 ea. = 280.00
1 Hours of Flight Time = 300.00
Total Lump Sum $4,080.00
8-23
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ROADWAY DESIGN DIRECT COST ESTIMATE (LUMP SUM)
1) VELLUM CHECK PLOTS
30%
60%
90%
2x75 sheets
2x135 sheets
2x135 sheets
2) VELLUM SUBMITTAL PLOTS
30% submittal
60% submittal
90% submittal
75 sheets
1 35 sheets
1 35 sheets
Total
1,035 plots x 8.00 ea =
3) FINAL MYLAR PLOTS
Total 135 plots x 15.00 ea =
4) BLUELlNES
Internal markups for each submittal
(same as number of vellum plots)
).., :
Review Submittals (5 per submittal & 1 record set)
150
270
270
75
135
...ll.5.
1035
1,035
$8,280.00
$2,025.00
30% 6x75 450
60% 6x135 810
90% 6x135 810
100% 6x135 810
Utility Reviews
30% 3 full 3x75 225
3 partial 3x25 75
60% 3 full 3x135 225
3 partial 3x25 75
90% 3 full 3x135 405
3 partial 3x25 ~
Total 3,960 Bluelines @ $0.36 = $1,425.60
B-24
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5) SEPIAS (1 set per submittal)
30% 75
60% 135
90% 135
100% ~
Total 480 Sepias @ 6.00 = $2,880.00
6) COMPUTER
PC - Roadway and Drainage Design, Reports,
Memorandums, etc.
60 hrs/mo x 18 mo 1,080 hrs @ $10 per hour =
7) XEROX COPIES
Design Data
100 pages x 10 copies
1,000
Hydraulic Report
50 pages x 10 copies
500
Pond Location Report
50 pages x 10 copies
500
Misc Copies !-O/ '
100 copies per mo x"8 mo
1 .800
Total 3,800 copies @ $0.08 =
8) TELEPHONE CALLS TO CITY. SUBCONSUL TANTS. FDER.
SWFWMD. ETC.
20/month x 18 months
360 calls @ $2.00 =
9) SHIPPING & MAILING (INCLUDING FED EX PACKAGES)
$50 per month x 18 months =
Total
8-25
$10,800.00
$304.00
$720.00
$900.00
$27,334.00
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UTIUTY RELOCATION DESIGN DIRECT COST ESTIMATE (LUMP SUM)
1 ) Mylar Plan and Profile Sheets
50 ea x $25.00 ea = $1,250.00
2) Mylar Sheets
10 ea x $5.00 ea = 50.00
3) Bluelines
3600 sheets x $1 .00 = 3600.00
4) Computer
PC - Design Calculations, Reports, Word Processing
201 hrs x $10 per hour = 2,010.00
5) Xerox Copies
5,700 copies x $0.10 ea = 570.00
6) Telephone Calls to City, Regulatory Agencies,
Suppliers, etc. 475.00
7) Shipping and Mailing 2-~1 /' 250.00
8) Equipment 1 00.00
TOTAL $8,305.00
8-26