93-150 Resolution No. 93-150
RESOLUTION
AUTHORIZING EXECUTION OF AN AGREEMENT WITH EDAW, INC.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,
ILLINOIS, that Larry L. Rice, City Manager, and Dolonna Mecum,
City Clerk, be and are hereby authorized and directed to
execute an agreement on behalf of the City of Elgin with EDAW,
Inc. for engineering services for the Walton Island
improvements, a copy of which is attached hereto and made a
part hereof by reference.
s/ George VanDeVoorde
George VanDeVoorde, Mayor
Presented: May 26, 1993
Adopted: May 26, 1993
Vote: Yeas 6 Nays 1
Recorded:
Attest:
sl Dolonna Mecum
Dolonna Mecum, City Clerk
•
El 111 —
Agenda Item No.
April 23, 1993
MEMORANDUM
TO: Mayor and Members of the City Council
FROM: Larry L. Rice, City Manager
SUBJECT: Engineering Service Agreement with EDAW for the
Walton Island Improvements (CCO2) .
PURPOSE: This . memorandum will provide the Mayor and Council
with information to consider entering into an agreement with
EDAW, Inc. of Alexandria, Virginia to provide Engineering
Services associated with the Walton Island Improvements .
BACKGROUND: The City Council awarded to EDAW, the agreement
to provide a concept plan for Walton Island in January 1992 . On
December 16, 1992, the City Council approved the completed
concept plans and directed staff to negotiate an agreement for
final engineering services with EDAW.
Under this Engineering Agreement, EDAW is to provide plans and
specifications suitable for construction bidding. The scope
generally consists of the design of three additional pedestrian
bridges, relocation of the existing pedestrian bridge, erosion
protection of the east bank and island, design of the canoe
chute, a report of and plans for the repair of the Kimball
Street Dam and all appurtenant services associated with these
design components.
Also included in the scope of services is a report and design of
the electrical engineering associated with the lighting of the
island, east bank and pedestrian bridges. Again, these services
include plans and specifications suitable for bidding. A copy
of the agreement is attached for your consideration.
FINANCIAL IMPACT: The costs of the engineering services
outlined above is $238,600. A breakdown of these costs is found
in Exhibit B within the attached agreement. Funds for this
agreement will come from Accounts 392-0000-795 .93-32 and
388-0000-795.93-32.
Mayor and Members of
the City Council
April 23, 1993
Page 2
RECOMMENDATION: It is recommended that the City Council
approve the Engineering Agreement with EDAW, Inc. and direct
staff toexectH-the necessary documents .
LarkT L. Ric -City Manager
do
Attachment
AGREEMENT
THIS AGREEMENT, made and entered into this 2O day of
May, 1993, by and between the CITY OF ELGIN, an Illinois
municipal corporation (hereinafter referred to as "CITY" ) and
EDAW, Inc. (hereinafter referred to as "ENGINEER" ) .
WHEREAS, the CITY desires to engage the ENGINEER to furnish
certain professional services in connection with the Walton
Island Improvements consisting primarily of Civil and Structural
Engineering requirements (hereinafter referred to as the
"PROJECT" ) .
AND
WHEREAS, the ENGINEER represents that he is in compliance
with Illinois Statutes relating to professional registration of
individuals and has the necessary expertise and experience to
furnish such services upon the terms and conditions set forth
herein below.
NOW, THEREFORE, it is hereby agreed by and between the CITY
and the ENGINEER that the CITY does hereby retain the ENGINEER
to act for and represent it in all engineering matters involved
in the PROJECT, subject to the following terms and conditions
and stipulations, to-wit:
I. SCOPE OF SERVICES
A. All work hereunder shall be performed under the
direction of the Director of Public Works of the
CITY, herein after referred to as the "DIRECTOR" .
B. In general, the work will consist of but may not
be limited to the following:
1 . Phase I : Discovery.
1 . 0 preparation of a detailed project
management plan
1 . 1 obtain, review and inventory all
existing data
1 .2 preparation of a detailed topographical
survey
1 . 3 site soils investigation
2 . Phase II : Preliminary Design and Engineering
2 . 0 preparation of preliminary design and
engineering for:
a. Walton Is . and east bank protection
b. pedestrian bridge abutments
C. Kimball Street dam repairs
d. canoe chute
e. lighting of the east bank, islands
and pedestrian bridges
3 . Phase III : Design Development
3 . 0 preparation of design development
documents for those areas of the project
to be brought into final engineering and
plans and specifications :
a. Walton Is . and east bank protection
b. pedestrian bridge abutments
c. Kimball Street dam repairs
d. canoe chute
e. lighting of the east bank, islands
and pedestrian bridges
4 . Phase IV: Final Engineering Plans and
Specifications
4 . 0 for the areas identified on Phase III
above, construction plans and
specifications will be prepared and will
include but not be limited to:
a. layouts
b. signage
c. grading
d. landscaping
e. lighting
f . construction details
g. technical specifications
4 . 1 preparation of a final cost estimate
4 .2 preparation of a construction phasing
schedule
4 . 3 preparation of a construction management
plan
C. A detailed Scope of Services is attached hereto
as Exhibit A.
D. City agrees to provide full, reliable information
regarding its requirements for the Project and, at
its expense, shall furnish the information, surveys
and reports, if any, listed on the attached Exhibit
A. In addition, City agrees to provide at its
expense and in a timely manner, the cooperation of
its personnel and such additional information with
respect to the Project as may be required from time
to time, to be provided by the City for the
performance of the Engineer' s work. City shall
designate a Project Representative authorized to
act on behalf of the City with respect to this
Agreement and agrees to render any decisions
promptly to avoid unreasonable delay to the Project
and the performance of the Engineer' s work.
E. The Engineer and the Engineer' s employees and
consultants shall have access to the Project site
at all reasonable times and shall be permitted to
photograph the Project during construction and upon
completion for its records .
II. PROGRESS REPORTS
A. A detailed project schedule for the Project is
included as Exhibit C , attached hereto. Progress
will be recorded on the project schedule and
submitted monthly as a component of the Status
Report described in B. below.
B. The Engineer will submit to the Director monthly a
Status Report keyed to the Project Schedule. A
brief narrative will be provided identifying
progress, findings and outstanding issues .
III. WORK PRODUCTS
All work products prepared by the ENGINEER pursuant
hereto including, but not limited to, reports, designs,
calculations, work drawings, studies, photographs,
models and recommendations shall be the property of the
CITY and shall be delivered to the CITY upon request of
the DIRECTOR provided, however, that the ENGINEER may
retain copies of such work products for its records .
Such work products are not intended or represented to
be suitable for reuse by the CITY on any extension to
the PROJECT or on any other project, and such reuse
shall be at the sole risk of the CITY without liability
or legal exposure to the ENGINEER.
IV. PAYMENTS TO THE ENGINEER
A. For services provided the ENGINEER shall be reimbursed
on a time and material basis, with the total fee not to
exceed $238,600 . 00 as outlined on Exhibit B regardless
of the actual costs incurred by the ENGINEER unless
substantial modifications to the scope of the work are
authorized in writing by the CITY.
B. The fees provided for in Exhibit B are based upon the
assumption that the Basic Services will be concluded,
without Project delays, on or before January 1, 1994 .
If, for any reason other than the direct fault of the
Engineer, services to be performed hereunder are
delayed or suspended for more than sixty (60) days or
such services are not completed on or before January 1,
1994, the Engineer' s fees shall be increased based upon
agreement to be negotiated between the City and the
Engineer.
C. The CITY shall make periodic payments to the ENGINEER
based upon actual progress within 30 days after receipt
and approval of invoice.
D. The City shall notify the Engineer, in writing, of any
and all objections, if any, to the invoice within ten
( 10) working days of the date of receipt of the
invoice. Otherwise, the invoice shall be deemed proper
and acceptable by the City. The City agrees to submit
payment within thirty (30) days of receipt of the
invoice.
V. INVOICES
A. The ENGINEER shall submit invoices in a format
approved by the CITY. Progress reports ( IIC above)
will be included with all payment requests .
B. The ENGINEER shall maintain records showing actual
time devoted and cost incurred. The ENGINEER shall
permit the authorized representative of the CITY to
inspect and audit all data and records of the
ENGINEER for work done under this Agreement. The
ENGINEER shall make these records available at
reasonable times during the Agreement period, and
for a year after termination of this Agreement.
VI. TERMINATION OF AGREEMENT
Notwithstanding any other provision hereof, the CITY
may terminate this Agreement at any time upon fifteen
( 15) days prior written notice to the ENGINEER. In the
event that this Agreement is so terminated, the
ENGINEER shall be paid for services actually performed
and reimbursable expenses actually incurred prior to
termination, except that reimbursement shall not exceed
the task amounts set forth under Paragraph IV above.
VII. TERM
This Agreement shall become effective as of the date
the ENGINEER is given a written Notice to Proceed and,
unless terminated for cause or pursuant to Article VI
foregoing, shall expire on the date the DIRECTOR
determines that all of the ENGINEER' s work under this
Agreement is completed. A determination of completion
shall not constitute a waiver of any rights or claims
which the CITY may have or thereafter acquire with
respect to any breach hereof by the ENGINEER.
VIII. NOTICE OF CLAIM
If the ENGINEER wishes to make a claim for additional
compensation as a result of action taken by the CITY,
the ENGINEER shall give written notice of his claim
within 15 days after occurrence of such action. No
claim for additional compensation shall be valid unless
so made. Any changes in the ENGINEER' s fee shall be
valid only to the extent that such changes are included
in writing signed by the CITY and the ENGINEER.
Regardless of the decision of the DIRECTOR relative to
a claim submitted by the ENGINEER, all work required
under this Agreement as determined by the DIRECTOR
shall proceed without interruption.
IX. BREACH OF CONTRACT
If either party violates or breaches any term of this
Agreement, such violation or breach shall be deemed to
constitute a default, and the other party has the right
to seek such administrative, contractual or legal
remedies as may be suitable to the violation or breach;
and, in addition, if either party, by reason of any
default, fails within fifteen ( 15) days after notice
thereof by the other party to comply with the
conditions of the Agreement, the other party may
terminate this Agreement.
X. INDEMNIFICATION
The ENGINEER shall indemnify and save harmless the
CITY, its officers and employees from and against any
and all loss, liability and damages of whatever nature,
including Workmen' s Compensation claims, in any way
resulting from or arising out of negligent actions or
omissions of the ENGINEER in connection herewith,
including negligent actions or omissions of employees
or agents of the ENGINEER arising out of the
performance of professional services .
XI . NO PERSONAL LIABILITY
No official, director, officer, agent or employee of the
City shall be charged personally or held contractually
liable under any term or provision of this Agreement or
because of their execution, approval or attempted
execution of this Agreement.
XII . INSURANCE
A. Comprehensive Liability. The ENGINEER shall
provide, pay for and maintain in effect, during the
term of this Agreement, a policy of comprehensive
general liability insurance with limits of at least
$1, 000,000 aggregate for bodily injury and
$1,000, 000 aggregate for property damage.
The ENGINEER shall deliver to the DIRECTOR a
Certificate of Insurance naming the CITY as
additional insured. The policy shall not be
modified or terminated without thirty ( 30) days
prior written notice to the DIRECTOR.
The Certificate of Insurance which shall include
Contractual obligation assumed by the ENGINEER
under Article IX entitled "Indemnification" shall
be provided.
B. Comprehensive Automobile Liability,
Comprehensive Automobile Liability Insurance
covering all owned,non-owned and hired motor
vehicles with limits of not less than $500,000 per
occurrence for damage to property.
C. Combined Single Limit Policy. The requirements
for insurance coverage for the general liability
and auto exposures may be met with a combined
single limit of $1, 000, 000 per occurrence subject
to a $1,000, 000 aggregate.
D. Professional Liability. The ENGINEER shall carry
Engineer' s Professional Liability Insurance
Covering claims resulting from error, omissions or
negligent acts with a combined single limit of not
less than $ per occurrence. A
Certificate of Insurance shall be submitted to the
DIRECTOR as evidence of insurance protection. The
policy shall not be modified or terminated without
thirty ( 30) days prior written notice to the
DIRECTOR.
XIII. NONDISCRIMINATION
In all hiring or employment made possible or resulting
from this Agreement, there shall be no discrimination
against any employee or applicant for employment
because of sex, age, race, color, creed, national
origin, marital status, of the presence of any sensory,
mental or physical handicap, unless based upon a bona
fide occupational qualification, and this requirement
shall apply to, but not be limited to, the following:
employment advertising, layoff or termination, rates of
pay or other forms of compensation and selection for
training, including apprenticeship.
No person shall be denied or subjected to
discrimination in receipt of the benefit of any
services or activities made possible by or resulting
from this Agreement on the grounds of sex, race, color,
creed, national origin, age except minimum age and
retirement provisions, marital status or the presence
of any sensory, mental or physical handicap. Any
violation of this provision shall be considered a
violation of a material provision of this Agreement and
shall be grounds for cancellation, termination or
suspension, in whole or in part, of the Agreement by
the CITY.
XIV. ASSIGNMENT AND SUCCESSORS
This Agreement and each and every portion thereof
shall be binding upon the successors and the assigns of
the parties hereto; provided, however, that no
assignment shall be made without the prior written
consent of the CITY.
XV. DELEGATIONS AND SUBCONTRACTORS
Any assignment, delegation or subcontracting shall be
subject to all the terms, conditions and other
provisions of this Agreement and the ENGINEER shall
remain liable to the CITY with respect to each and
every item condition and other provision hereof to the
same extent that the ENGINEER would have been obligated
if it had done the work itself and no assignment,
delegation or subcontract had been made.
XVI. NO CO-PARTNERSHIP OR AGENCY
It is understood and agreed that nothing herein
contained is intended or shall be construed to, in any
respect, create or establish the relationship of co-
partners between the CITY and the ENGINEER, or as
constituting the ENGINEER as the general representative
or general agent of the CITY for any purpose whatsoever.
XVII . SEVERABILITY
The parties intend and agreed that, if any paragraph,
sub-paragraph, phrase, clause or other provision of
this Agreement, or any portion thereof, shall be held
to be void or otherwise unenforceable, all other
portions of this Agreement shall remain in full force
and effect.
XVII. HEADINGS
The headings of the several paragraphs of this
Agreement are inserted only as a matter of convenience
and for reference and in no way are they intended to
define, limit or describe the scope of intent of any
provision of this Agreement, nor shall they be
construed to affect in any manner the terms and
provisions hereof or the interpretation or construction
thereof .
XIX. MODIFICATION OR AMENDMENT
This Agreement and its attachments constitutes the
entire Agreement of the parties on the subject matter
hereof and may not be changed, modified, discharged or
extended except by written amendment duly executed by
the parties . Each party agrees that no representations
or warranties shall be binding upon the other party
unless expressed in writing herein or in a duly
executed amendment hereof, or change order as herein
provided.
XX. APPLICABLE LAW
This Agreement shall be deemed to have been made in,
and shall be construed in accordance with the laws of
the State of Illinois .
XXI. NEWS RELEASES
The ENGINEER may not issue any news releases without
prior approval from the DIRECTOR, nor will the ENGINEER
make public proposals developed under this Agreement
without prior written approval from the DIRECTOR prior
to said documentation becoming matters of public record.
XXII. COOPERATION WITH OTHER CONSULTANTS
The ENGINEER shall cooperate with any other
consultants in the CITY' s employ or any work associated
with the PROJECT.
XXV. INTERFERENCE WITH PUBLIC CONTRACTING: P.A. 85-1295
The ENGINEER certifies hereby that it is not barred
from bidding on this contract as a result of violations
of either Section 33E-3 or Section 33E-4 of the
Illinois Criminal Code.
XXIV. SEXUAL HARASSMENT
As a condition of this contract, the ENGINEER shall
have written sexual harassment policies that include,
at a minimum, the following information:
A. the illegality of sexual harassment;
B. the definition of sexual harassment under state law;
C. a description of sexual harassment, utilizing
examples;
D. the vendor' s internal complaint process including
penalties;
E. the legal recourse, investigative and complaint
process available through the Illinois Department
of Human Rights, and the Illinois Human Rights
Commission;
F. directions on how to contact the department and
commission;
G. protection against retaliation as provided by
Section 6-101 of the Human Rights Act (copy
attached) .
A copy of the policies must be provided to the
Department of Human Rights upon request. P.A. 87-1257 .
XXV. WRITTEN COMMUNICATIONS
All recommendations and other communications by the
ENGINEER to the DIRECTOR and to other participants
which may affect cost or time of completion, shall be
made or confirmed in writing. The DIRECTOR may also
require other recommendations and communications by the
ENGINEER be made or confirmed in writing.
XXVI. NOTICES
All notices, reports and documents required under this
Agreement shall be in writing and shall be mailed by
First Class Mail, postage prepaid, addressed as follows :
A. As to CITY:
JAMES L. KRISTIANSEN
Director of Public Works
City of Elgin
150 Dexter Court
Elgin, Illinois 60120-5555
B. As to ENGINEER:
Dennis Carmichael
EDAW, Inc.
601 Prince Street
Alexandria, VA 22314
IN WITNESS WHEREOF, the undersigned have placed their hands
and seals upon and executed this Agreement in triplicate as
though each copy hereof was an original and that there are no
other oral agreements that have not been reduced to writing in
this statement.
For the CITY:
ATTEST: THE CITY,_OF ELGIN
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City Clerk City ager
(SEAL)
For the ENGINEER:
Dated this�day of A.D. ,
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Exhibit A
DETAILED SCOPE OF SERVICES
Mai, 1, 1993
Improvements to Walton Islands
Contract Dated February 26, 1992
EDAW proposes to provide comprehensive design, engineering, landscape architecture, and
project management services for site improvements to Walton Islands based upon design
development drawings dated September 1992.
EDAW will lead the team, which includes SDI Consultants, civil engineers, and Collins
Engineers, structural engineers. We will provide the following scope of services:
1. EDAW will prepare plans and specifications suitable for competitive bid for site
improvements to the Walton Islands. These improvements are as depicted on the design
development drawings of September 1992 by EDAW Landscape Architects of
Alexandria, Virginia. As determined by the City of Elgin, (the "City") the budget for
Phase 1 of these improvements is $600,000. Phases 2 and 3 are assumed to be budgeted
as per the EDAW cost estimates. The contract limit line for the work includes both
islands and the East Bank improvements as illustrated. Phase 1 is the North Island,
Phase 2 is the South Island, and Phase 3 is the East Bank.
EDAW will serve as prime consultant and will be responsible for the management and
delivery of the services of its consultants. EDAW will issue all drawings for review by
the City and will be the source of communication for the design team. One initiation
and coordination meeting between the design team and the City is a part of the work.
Drawings will be issued for review at 60% and at 95% to the City. One set of
reproducibles both for drawings and specifications is a part of this work, as it is
assumed that the City will print and distribute the contract documents to the contracting
industry for bids.
2. Collins Engineers, Inc., under the direction of EDAW, will provide the following
professional services.
a. Design a geotechnical exploration program (to be performed by others) which will
provide data for the structural engineering described below.
b. Walton Island and East Bank edge protection.
(1) Provide structural details, specifications and design calculations for the edge
protection system developed and selected by City and civil engineer.
(2) Analyze long-term stability of system based on soil conditions and horizontal
and vertical forces exerted on the bank protection system.
C. Pedestrian Bridge Abutments
(1) Provide lateral load criteria for use in bridges designed by others.
(2) Provide structural design, calculations and details for the abutments required
for four new pedestrian bridges and one existing bridge to be relocated
generally described as follows:
(a) Bridge between North and South Islands - 1 - 90'x10' painted steel
bridge - 60 psf uniform live load, 10,000 lb. vehicle load.
(b) Bridge between East Bank and South Island - 1 - 144.5'x10' painted
steel bridge, same specifications as above.
(c) Bridge between East Bank and North Island - 1 - 145.5'x10' painted
steel bridge, same specifications as above.
(d) Bridge overlooking Elgin Dam - 1 - 50'x10' painted steel bridge - 100
psf uniform live load, 2,000 lb. point load, bridge to be designed with a
15' cantilever on observation end.
(e) Bridge between East Bank and South Island - 1 - 118.5'x8' existing
structure to be relocated and reinstalled on new abutments.
(f) Lateral loads caused by Fox River flood stage flows will be considered.
(3) Rehabilitation details for left abutment of dam as needed for overlook bridge.
d. Review miscellaneous structures and foundations on Walton Islands which require
structural license certification.
e. Canoe Chute/Elgin Dam
(1) Provide structural design and details for retaining walls and slabs required to
construct canoe chute.
(2) Analyze stability of canoe chute retaining walls when subjected to Fox River
flood stage flows.
(3) Provide structural design and detail for rehabilitation of the existing Elgin
Dam and abutments at the east and west ends of the dam.
(4) Provide structural design for the final interface between the remaining and
undisturbed portion of the existing Elgin Dam and the canoe chute.
(5) Analyze and confirm stability of Elgin Dam after insertion of the proposed
canoe chute, all in accordance with IDOT-DWR's finding that the proposed
canoe chute will constitute a major modification to an existing dam.
(6) Based on findings and recommendations contained within a report prepared
by Collins Engineering, Inc. entitled "Underwater Investigation of the Kimball
Street Dam on the Fox River in Elgin," Illinois, conduct further analysis of
the condition of the dam to confirm the findings of the Collins report.
Prepare design information and details to rehabilitate and repair the dam and
east and west abutments in accordance with the recommendations in the
Collins report and/or required by data provided in the geotechnical
exploration report.
(7) Provide an initial cofferdam design for use in the permits application and in
the contracts documents.
3. SDI Consultants, under the direction of EDAW, will provide the following professional
services.
a. Detailed Topographic Survey of:
(1) North Island
(2) South Island
(3) East Bank from a point 75 feet north of the Kimball Street bridge on the
north to the Highland Avenue bridge on the south.
(4) Key horizontal and vertical data on the eastern portion of the Kimball Street
bridge to provide detailed information for the canoe chute design.
(5) West dam abutment.
For said survey SDI will:
(1) Record a minimum of one permanent benchmark at the site. Elevations will
be referenced to a datum commonly used at the site. If the datum used is
other than the National Geodetic Vertical Datum (NGVD), an equation
relating such local datum to the NGVD will be indicated on the map.
Location and elevation of existing permanent benchmark to which the new
benchmark is tied will be indicated on the map.
(2) A contour map with a 1'-0" contour interval will be prepared from field spot
elevations. Spot elevations obtained in the field will be sufficient quantity to
generate a contour map which properly represents the ground surface.
Additional elevations will be indicated on the map as follows:
• As required to establish accurate profiles (including all changes or
breaks in grade) and cross-sections of walks, curbs, gutters, pavement
edges and walls.
• Spot elevations on the top of all utility structures such as manholes,
catch basins, and valve covers.
• Vaults, subbasements and first floor elevations of existing buildings
adjacent to the east bank survey area.
(3) Kimball Street bridge abutment and deck location and elevations.
(4) Elgin Dam east and west abutment wall horizontal location and elevation.
Elgin Dam crest elevations.
(5) Fox River bottom elevation within a 10 foot area surrounding Walton Island
and adjacent to the East bank.
(6) Spot elevations will be shown to the nearest 0.01 foot on pavements, building
floors and utility structures. Spot elevations in unpaved areas will be shown
to the nearest 0.1 foot.
(7) Existing surface features such as walls, pavements, curbs, walks, buildings,
above grade structures, manholes, traffic lights, parking meters, fire hydrants,
valve boxes, poles, fences, signs and transit stops will be located by scale.
(8) Individual trees of 4" diameter or greater will be located within a one foot
tolerance. A spot elevation will be shown at the base of individual trees.
Where trees are closely grouped, the perimeter outlined only of the tree grove
will be shown.
(9) Mean elevations of water in the Fox River will be shown.
(10) The survey will utilize drawings of the existing utility systems adjoining or
contained within the Survey Area which can be obtained from the appropriate
city, county or state departments, or appropriate utility company. Visible
features of the various systems, such as poles, manholes, hydrants, etc. will
be located in the field and coordinated with information shown on the
records. Wherever access is possible, inverts, pipe sizes and depth of cover
to below grade utilities will be field verified. The location of each main,
pipe, duct banks, conduit line and other structures will be indicated.
b. Civil Engineering for Walton Islands (North and South) and East Bank
(1) Serve as civil engineering representative for the project and provide
professional engineering consultation and advice. Participate in meetings with
the City, EDAW and other public bodies to assist in securing approvals for
the project.
(2) Review geometric and layout plans showing edge geometry of walkways,
island/water interface point and all architectural features impacting permitting.
(3) Review detailed grading plans defining walkway and open area elevations,
pedestrian bridge abutment elevations and Fox River/Walton Island interface
elevations.
(4) Utilizing FEMA Flood Insurance Study (F.I.S.) data, prepare a hydraulic
model of the "without-project" and "with project" conditions and submit
technical findings and report to IDOT-DWR all in accordance with the
requirements of IDOT-DWR's "Rules for Floodway Construction in Northern
Illinois."
(5) Conduct meetings with IDOT-DWR and the City, as required to obtain a
permit for Walton Island and East Bank construction.
(6) Prepare technical specifications for civil engineering components of the
project.
(7) Assist in obtaining site-related approvals from the City.
C. Civil Engineering for Canoe Chute
(1) Obtain construction drawings for and visit existing canoe chute located in the
City of Aurora. Meet with design consultant for Aurora canoe chute and
discuss issues and parameters impacting design and permitting of Aurora
chute.
(2) Prepare geometric layout, vertical profile and details of proposed canoe chute.
(3) Identify any modifications to existing Kimball Street bridge which may be
necessitated by canoe design. Make provisions in design of canoe chute
which will allow future widening of Kimball Street bridge.
(4) Utilize design concept for aesthetic treatment of canoe chute faces.
(5) Perform detailed hydraulic model studies of canoe flow profiles at various
headwater elevations for the Elgin Dam.
(6) Prepare required technical reports and submit said reports under separate
permit application to IDOT-DWR.
(7) Obtain a permit for canoe chute construction and dam rehabilitation under
IDOT-DWR's "Rules for Construction and Maintenance of Dams."
d. Electrical Engineering Services
(1) Walton Islands and East Bank - Prepare plans and specifications for lighting
of Walton Islands and the East Bank in conformance with design
development plans. Drawings will fix and describe the power requirements,
fixtures, transformers, and wiring system for a fully automatic illumination
scheme consisting of tree-mounted downlights on the island and pedestrian
lights along the east bank. Plans and specifications will meet current codes
and will be coordinated with other trades and City standard practices. A
footcandle analysis plan will be provided to demonstrate the proposed lighting
levels throughout the project area.
(2) Pedestrian Bridge Lighting - Prepare drawings and specifications for
decorative lighting on pedestrian bridges in conformance with design
development plans.
Exhibit B
Professional Fees
North Island Contract Documents: $28,000
South Island Contract Documents: $34,000
East Bank Contract Documents: $26,000
Topographic Survey $12,200
Island Civil Engineering/Permits: $23,200
Canoe Chute Engineering Feasibility: $22,100
Electrical Engineering: $3,600
Geotechnical Program: $1,200
Islands Edge Design/Engineering: $8,100
Pedestrian Bridge Abutments: $25,500
Structural Engineering Review: $6,200
Canoe Chute Structural Engineering: $48,500
$238,600
t.
Exhibit C
Project Schedule
Project Initiation May 1, 1993
Canoe Chute Feasibility July 1, 1993
60% Contract Documents July 15, 1993
95% Contract Documents August 15, 1993
100% Contract Documents September 1, 1993