American Sturcturepoint, Inc./Engr American Structurepoint,Inc.
EngDept-2007 ORIGINAL APPROVED,
Keystone Reconstruction—Design Services FORM BY: :T
Appropriation#920;P.O.#17764
Contract Not To Exceed$4,581,350.00
AGREEMENT FOR PROFESSIONAL SERVICES
THIS AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") is hereby made and
entered into by and between the City of Carmel, Indiana, acting by and through its Board of Public Works
and Safety(hereinafter "City"), and American Structurepoint, Inc. (hereinafter "Professional").
RECITALS
WHEREAS, City is committed to maintaining an equitable and competitive compensation system
for the benefit of its employees; and
WHEREAS, from time to time, City needs consulting or other workforce assistance (the
"Services")to assist it in fulfilling the foregoing commitment; and
WHEREAS, Professional is experienced in providing and desires to provide to City the Services
referenced herein; and
WHEREAS, City desires to engage Professional as an independent contractor for the purpose of
providing to City the Services referenced herein;
NOW, THEREFORE, in consideration of the foregoing recitals and the covenants and conditions
set forth herein, City and Professional mutually agree as.follows:
SECTION 1. INCORPORATION OF RECITALS
The foregoing Recitals are hereby incorporated into this Agreement and made a part hereof.
SECTION 2. SCOPE OF SERVICES
2.1 City desires to engage Professional as an independent contractor for the Services set forth in
attached Exhibit A,incorporated herein by this reference.
2.2 Professional understands and agrees that City may, from time to time, request Professional to
provide additional or modified Services to City. When City desires additional Services from
Professional, the City shall notify Professional of such additional Services desired, as well as the
time frame in which same are to be provided. Only after City has approved.Professional's time
and cost estimate for the provision of such additional Services, has encumbered sufficient monies
to pay for same, and has authorized Professional, in writing, to provide such additional Services,
shall such Services be provided by Professional to City. A copy of the City's authorization
documents for the purchase of additional Services shall be.numbered and attached hereto in the
order in which they are approved by City.
2.2 Time is of the essence of this Agreement.
SECTION 3. CITY'S RESPONSIBILITIES
3.1 City shall provide such information as is reasonably necessary for Professional to understand the
•
ENG/shared/admintstrative/contracts/structurepo1nt111607 t
American Structurepoint, Inc.
Eng Dept—2007
Keystone Reconstruction—Design Services •
Appropriation#920; P.O.#17764
Contract Not To Exceed$4,581,350.00
Services requested.
3.2 City shall provide all data required for provision of Services. Professional may assume that all
data so provided is correct and complete.
3.3. City shall arrange for Professional to enter upon public and private property as-reasonably required
for Professional to perform the Services.
3.4 City shall designate-payment of the Services from City budget appropriation number 920 funds.
3.5 City shall designate the Mayor or his duly authorized representative to act On City's behalf on all
matters regarding the Services.
SECTION 4. PROFESSIONAL'S RESPONSIBILITIES
4.1 Professional shall perform the Services•pursuant to the terms of this Agreement and within any
applicable time and cost estimate.
4.2 Professional shall coordinate with City its performance of the Services.
4.3 Professional shall provide the Services by following and-applying at all times reasonable and
lawful standards as-accepted in the industry.
SECTION 5. COMPENSATION
5.1 Professional estimates that the total price for the Services to be provided to City hereunder shall be
no more than.Four Million Nine Hundred Forty-One Thousand Three I-Tundred Fifty Dollars
($4,941,350.00) (the "Estimate"). Professional shall submit an invoice to City no more than once
every thirty (30) days for Services provided City during the time period encompassed by such
invoice. Invoices shall be submitted on a form containing the same information as that contained
on the Professional Services Invoice attached hereto as Exhibit B, incorporated herein by this
reference. City shall pay Professional for all undisputed Services rendered and stated on such
invoice within sixty(60) days from the date-of City's receipt of same, or be subject to a late charge
of one percent (1%) of such unpaid and undisputed invoice amount for each month same remains
unpaid.
5.2 Professional agrees not to provide any Services to City that would cause the total cost of same to
exceed the Estimate, without City's prior written consent.
SECTION 6. TERM
Unless otherwise terminated in accordance with the termination provisions set forth in Section 7.1
hereinbelow, this Agreement shall be in effect from the Effective Date through December 31,
2007, and shall, on the first day of each January thereafter, automatically renew for a period of one
(1) calendar year, unless otherwise agreed.by the parties hereto.
ENG/shared/administrative/contracts/structurepoint111607 2
American Structurepoint, Inc.
Eng Dept—2007
Keystone Reconstruction—Design Services
Appropriation#920; P.O.#I 7764
Contract Not To Exceed$4,581,350.00
SECTION 7. MISCELLANEOUS
7.1 Termination.
7.1.1 The obligation to provide all or any portion of the Services under this Agreement may be
terminated by City or Professional, without cause, upon thirty (30) days' notice.
7.1.2 The obligation to provide all or any portion of the Services under.this Agreement may be
terminated by City, for cause, immediately upon Professional's receipt of City's "Notice
To Cease Services."
7.1.3 In the event of full or partial Agreement termination, and as full and complete
compensation hereunder, Professional shall be paid for all such Services rendered and
expenses incurred as of the date of termination that are not in dispute, except that such
payment amount shall not exceed the Estimate. Disputed compensation amounts shall be
resolved as allowed by law.
7.2 Binding'Effect.
City and Professional, and their respective officers, officials, agents, partners and successors in
interest are bound to the other as to all Agreement terms, conditions and obligations.
7.3 No Third Party Beneficiaries.
Nothing contained herein shall be construed to give rights or benefits to anyone other than the
parties hereto.
7.4 Relationship.
The relationship of the parties hereto shall be as provided for in this Agreement, and neither
Professional nor any of its agents, employees or contractors.are City employees. Professional shall
have the sole responsibility to pay to or for its agents, employees and contractors all statutory,
contractual and other benefits and/or obligations as they become due.Professional hereby warrants
and indemnifies City for and from any and all costs, fees, expenses and/or damages incurred by
City as a result of any claim for wages, benefits or otherwise by any agent, employee or contractor
of Professional regarding or related to the subject matter of this Agreement. This indemnification
obligation shall survive the termination of this Agreement.
7.5 Insurance.
Professional shall procure and maintain with an insurer licensed to do business-m th
e State of
Indiana such insurance as is necessary for the protection of City and Professional from all claims
under workers' compensation, occupational disease and/or unemployment compensation acts,
because of errors and omissions, because of bodily injury, including, but not limited to, the
personal injury, sickness, disease, or death of any of Professional's employees, agents or
contractors and/or because of any injury to or destruction of property, including, but not limited to,
ENG/shared/adhinistrative/contracts/structurePount111607 3
American Structurepoint, Inc.
Eng Dept—2007
Keystone Reconstruction-Design Services
Appropriation#920; P.O.#17764
Contract Not To Exceed S4,581,350.00
any loss of use resulting therefrom. The coverage amounts shall be no lessthan those amounts set
forth on attached Exhibit C. Such insurance policies shall not be canceled without thirty (30)
days' prior written notice to City.
7.6 Liens.
Professional shall not cause or permit the filing of any lien on any of City's property. In the event
such a lien is filed and.Professional fails to remove it within ten (10) days after the date of filing,
City shall have the right to pay or bond over such lien at Professional's sole cost and expense.
7.7 Default.
In the event Professional: (a) repudiates, breaches or defaults under-any of the terms or conditions
of this Agreement, including Professional's warranties; (b) fails to perform the Services as
specified; (c) fails to make progress so as to endanger timely and proper completion of the
Services and does not correct such failure or breath within five (5) business days after receipt of
notice from City specifying same; or (d) becomes insolvent, files, or has filed against it, a petition
for receivership, makes a general assignment for the benefit of creditors or dissolves, each such
event constituting an event of default hereunder, City shall have the right to terminate all or any
part of this Agreement, without liability to Professional and to exercise any other rights or
remedies available to it at law or in equity.
7.8 Government Compliance.
Professional agrees to comply with all laws, executive orders, rules and regulations applicable to
Professional's performance of its obligations under this Agreement, all relevant provisions of
which being hereby incorporated herein by this reference, to keep all of Professionals' required
professional licenses and certifications valid and current, and to indemnify and hold harmless City
from anv and all losses, damages, costs, liabilities, damages, costs and attorney fees resulting from
any failure by Professional to do so. This indemnification obligation shall survive the termination
of this Agreement.
7.9 indemnification.
Professional shall, t&the fullest extent permitted by law, indeninify and hold harmless City and its
officers, officials, and employees from all damages, liabilities, and costs, including reasonable
attorney's fees, to the extent caused by any negligent act of omission, including any failure to
perform its services in accordance with applicable standards of reasonable professional care, of
Professional and/or any of its employees or subconsultants in the performance of this Agreement.
This-indemnification obligation shall survive the termination of this Agreement. Professional shall
not, however, be obligated to indemnify City or its officers, officials, and employees for any
portion of such liability, damages and costs that is attributable to its or their own negligence or
actionable fault:
7.10 Discrimination Prohibition.
NG/shared/administrative/contracts/structurepoinr111607 4
r American Structurepoint, inc.
Eng Dept—2007
Keystone Reconstruction—Design Serviees
Appropriation#920; P.O.#17764
Contract Not To Exceed $4,581,350.00
Consistent with Indiana Code 5-16-6-1, Professional and each of its employees, agents and
contractors shall comply with all existing and future laws prohibiting discrimination against any
employee, applicant for employment and/or other person in the subcontracting of work and/or in
the performance of any Services contemplated by this Agreement with respect to hire, tenure,
terms, conditions or privileges of employment or any matter directly or indirectly related to
employment, subcontracting or work performance hereunder because of race, religion, color, sex,
handicap, national origin, ancestry, age, disabled veteran status or Vietnam era veteran status. This
indemnification obligation shall survive the termination of this Agreement.
7.11 Severability.
If any provision of this Agreement is held to be invalid, illegal or unenforceable by a court of
competent jurisdiction, that provision shall be stricken, and all other provisions of this Agreement
that can operate independently of same shall.continue in full force and effect.
7.12 Notice.
Any notice, invoice, order or other correspondence required or allowed to be sent pursuant to this
Agreement shall be written and either hand-delivered or sent by prepaid U.S. certified mail, return
receipt requested, addressed to the parties as follows:
CITY:
City of Carmel Douglas C. Haney
Department of Engineering Carmel City Attorney
One Civic Square One Civic Square
Carmel, Indiana 46032 Carmel, Indiana 46032
ATTENTION: Michael T. McBride, PE
PROFESSIONAL:
American Structurepoint, Inc.
7260 Shadeland Station
Indianapolis, IN 46256
ATTENTION: Craig M. Parks, PE
Notwithstanding the above, City may orally provide to Professional any notice required or
permitted by this Agreement, provided that such notice shall also,then be sent as required by this
paragraph within ten (10) business days from the date of such oral notice.
7.13 Effective Date.
The effective date ("Effective Date") of this Agreement shall be the date on which the last of the
parties hereto executes same.
7.14 Governing Law; Lawsuits.
This Agreement shall be governed by and construed in accordance with the laws of the State of
ENG/shared/administrative/contracts/structurepointuiboo7
American Structurepoiiit, Inc.
Eng Dept—2007
Keystone Reconstruction—Design Services
Appropriation#920; P.O.#17764
Contract Not To Exceed S4,581,350.00
Indiana, except for its conflict of laws provisions, as well as by all ordinances and codes of the
City of Carmel, Indiana. The parties agree that, in the event a lawsuit is filed hereunder, they
waive any right to ajury trial they may have, agree to file such lawsuit in an appropriate court in
Hamilton County, Indiana only, and agree that such court is the appropriate venue for and has
jurisdiction over same.
7.15 Waiver.
Any delay or inaction on the part of either party in exercising or pursuing its rights and/or
remedies.hereunder or under law shall not operate to waive any such rights and/or remedies nor in
any way affect the rights of such party to require such performance atany time thereafter.
7.16 Non-Assignment.
Professional shall not assign or pledge this Agreement nor delegate its obligations hereunder
without City's prior written consent.
7.17 Entire Agreement.
This Agreement contains the entire agreement of and between the parties hereto with respect to the
subject matter hereof, and no prior agreement, understanding or representation pertaining to such
subject matter, written or oral, shall be effective for any purpose. No provision of this Agreement
may be amended, added to or subtracted from except by an agreement in writing signed by both
parties hereto and/or their respective successors in interest. To the extent any provision contained
in this Agreement conflicts with any provision contained in any exhibit attached hereto, the
provision contained in this Agreement shall prevail.
7.18 Representation and Warranties.
Each party hereto represents and warrants that it is authorized to enter into this Agreement and'that
any person or entity executing this Agreement on behalf of such party has the authority to bind
such party or the party which they represent, as the case maybe.
7.19 Headings.
All headings and sections of this Agreement are inserted for convenience only and do not form a
part of this Agreement nor limit, expand or otherwise alter the meaning of any provision hereof.
7.20 Advice of Counsel.
The parties represent that they have read this Agreement and fully understand it, have had an
opportunity to obtain the advice and assistance of counsel throughout the negotiation of same, and
enter into same freely, voluntarily, and without any duress, undue influence or coercion.
7.21 Copyright.
ENG/shared/adnlniscrative/contracts/siructurepoint111607 6
American Structurepoint, Inc.
Eng Dept—2007
Keystone Reconstruction—Design Services
Appropriation 020; P.O.717764
Contract Not To Exceed S4,581,350.00
City acknowledges that various materials which may be used and/or generated by Professional in
performance of Services, including forms, job description formats, comprehensive position
questionnaire, compensation and classification plan and reports are copyrighted. City agrees that
all ownership rights and copyrights thereto lie with Professional, and City will use them solely for
and on behalf of its own operations. City agrees that it will take appropriate action with its
employees to satisfy its obligations with respect to use, copying, protection and security of
Professional's property.
All reports, drawings, specifications, computer files, field data, notes and other documents and
instruments prepared by the Professional as instruments of service shall remain the property of the
Professional. The Professional shall retain all common law, statutory and other reserved rights,
including the copyright thereto. However,nothing in this Agreement shall prevent City from using
the documents for informational purposes necessary to make repairs and/or maintain the Project.
7.22 Personnel.
Professional represents that it has, or will secure at its own expense, all personnel required in
performing the services under this agreement. Such personnel shall not be employees of or have
any contractual relationship with City. All of the services required hereunder will be performed
by Professional or under his supervision and all personnel engaged in the work shall be fully
qualified to perform such services. •
7.23 Job Site Safety.
Neither the professional activities of the Professional, nor the presence of the Professional or its
employees and subconsultants at a construction/project site, shall relieve the General Contractor of
its obligations, duties and responsibilities including, but not limited to, construction means,
methods, sequence, techniques or procedures necessary for performing, superintending and
coordinating the Work in accordance with the contract documents and any health or safety
precautions required by any regulatory agencies. The Professional and its personnel have no
authority to exercise any control over any construction contractor or its employees in connection
with their work or any health or safety programs or procedures.
7.24 Records and Inspections
Professional shall maintain full and accurate records with respect to all matters covered under this
agreement for three (3) years after the expiration or early termination of this agreement. City shall
have free access at all proper times to such records and the right to examine and audit the same
and to make transcripts there from, and to inspect all program data, documents, proceedings and
activities.
7.25 Accomplishment of Project
•
Professional shall commence, carry on, and complete the project with all practicable dispatch, and
in accordance with standards of reasonable professional care for similar projects, including
compliance with applicable laws. In accomplishing the project, Professional shall take such steps
as are appropriate to ensure that the services involved are properly coordinated with related work_
being carried on within City's organization.
5NG/shared/administrative/contracts/structurepoint111607 7
American Structurepoint, Inc.
Eng Dept—2007
• Keystone Reconstruction—Design Services
Appropriation#920; P.O.#17764
Contract Not To Exceed$4,581,350.00
7.26 Mediation
In an effort to resolve any conflicts that arise during the design and construction of the Project or
following the completion of the Project, the City and the Professional agree that all disputes
• between them arising out of or relating to the Agreement or the Project shall be submitted to
nonbinding mediation unless the parties agree otherwise. Such nonbinding mediation shall be
conducted in accordance with the Indiana Rules of Alternative Dispute Resolution.
IN WITNESS WHEREOF, the parties hereto have made and.executed this Agreement-as follows:
CITY OF CARMEL, INDIANA COMPANY
by and through its Board of Public
Works and Safety
BY: BY:
11ofQ C d\i.Z Nv
James Brainard,
residing Officer Authorized Signature
V cam,,
Date: I , �.i' II€S - TVlrM�1
/� Printed Name:\' {� �}
Mary A n Burke,Jvjpmber D� Title: v I et + r�tttf"
Date: / ;J
/ FID/TIN:
Lori S. Watso ember SSN if Sole Proprietor:
Date: 1 a-I 5107 Date:
ATTEST:
�p
ana Cordray, IA Clerk-Treasurer
Date: ky{cI�
•
•
•
ENG/snared/administrative/contracts/structurepoint111607 8
• Exhibit "A"
I) Public Communications
a) The Professional shall attend and help coordinate weekly meetings with the City's Public
Communications consultant and the City's personnel so as to facilitate the public
communications strategy and effort.
2) Project Design Management and Financial Planning
a) The Professional shall manage the activities contained in the Scope of Work among the
project team members. The Professional's project manager will be in charge of overall
project management in addition to being the City's direct link to the design team for
issues concerning administration and technical execution. He will be, responsible for
coordinating the activities of all subconsultants and acting as liaison between
Professional and any outside agencies and/or groups. He will also be responsible for
maintaining schedule and budget..
b) The Professional shall coordinate and attend meetings with the City's personnel on a no
less than biweekly basis to facilitate the management of the project design elements.
Meetings will be held to discuss technical issues requiring action by the City and others.
Meetings will also be held with the City on an as-needed basis to facilitate the acquisition
of the necessary project right-of-way parcels.
c) The Professional shall provide all necessary services required for management of
expenditures involved with the Keystone Parkway Project. Such services will include but.
not be limited .to monthly pay requisition/claim preparation, cost tracking, and budget
management.
d) The Professional shall prepare documentation necessary to obtain payment for
professional service invoices, monthly construction pay estimates, or right-of-way
acquisition payment requests. All payment requests will be prepared in a format that is
acceptable to the City
• e) The Professional shall hold monthly budget meetings with the City to address the current
status of the budget.
3) Field Survey
•
a) The Professional shall provide the supplemental field survey required for the preparation
of design plans. Field survey will identify existing limits of street right-of-way for this
project.
4) Geotechnical Investigation
a) The Professional shall provide subsurface geotechnical engineering investigation
services. Detailed information is included in the attached Geotechnical Summary.
5) Wetland And Aquatic Resources Delineation and Permitting
a) The Professional shall conduct a field investigation in compliance with procedures
established by the US Army Corps of Engineers for the field delineation of wetlands.
b) The Professional shall identify all wetlands and other aquatic-resources within the project
limits.
c) The Professional shall prepare a wetland delineation focusing on site hydrology, soils,
and vegetation for all wetlands. Appropriate data will be collected to assess other aquatic
resources.
d) The Professional shall investigate in the field other parameters, including documentation
related to a Floristic Quality Index, a Headwater Habitat Evaluation Index assessment,
and a Qualitative Habitat Evaluation Index assessment.
e) The Professional shall prepare a formal Wetland Delineation Report on the basis of the
field observations and measurements. The report will include, appropriate narrative
discussion, data forms, and mapping to enable the US Army Corps of Engineers to
prepare a formal Jurisdictional Determination, identifying those resources that are
regulated by the Corps under provisions of Section 404 of the Clean Water Act The
report will also include sufficient information to enable the Indiana Department of
Environmental Management to identify those resources that are regulated by IDEM under
the Indiana Isolated Wetlands Law.
0 The Professional shall coordinate with both the Corps of Engineers and IDEM, as
appropriate, in the field to assist those agencies in making their regulatory determinations.
g)' The Professional shall prepare the appropriate permit applications.
6) Wetland Mitigation'Design
a) If any mitigation is required under terms of any permits to be issued by either the Corps
of Engineers or the Indiana Department of Environmental Management, the Professional
will be available-to prepare appropriate mitigation plans. A formal detailed proposal and
supplemental agreement for any wetland mitigation design will be developed and
presented to the City for approval prior to initiation of such work.
7) Hazardous Materials Investigation
a) The Professional shall conduct a field investigation to identify areas that are potentially
subject to environmental contamination from existing or previous land uses. In addition
to the field investigation, reasonably available data sources will be reviewed to determine
the presence of sites within the study area that have been documented on a variety of
federal and state databases as maintained by regulatory agencies. The data collection and
report preparation will generally 'comply with provisions of ASTM Standard Practice
E 1527-05, the standard procedure for preparing Phase I Environmental Site
Assessments.
b) If the Phase I ESA reveals the presence of recognized environmental conditions, the
Professional will be available to facilitate Phase II subsurface investigations. The cost
per site for the Phase II investigation will be determined on the basis of the extent and
nature of the suspected contamination. A formal detailed proposal and supplemental
agreement for any site investigation will be developed and presented to the City for
approval prior to initiation of such work.
8) Cemetery Development Plan
a) The Professional shall conduct a field investigation to document the location of gravesites
in the Farley Cemetery'located in the southeast quadrant of the intersection of Keystone
Avenue with 106th Street. Under provisions of Indiana Code (IC 14-21-1-26.5) a
. cemetery development plan is required from individuals wishing to disturb_the ground for
the purpose of erecting, altering, or repairing a structure within 100 feet'of a cemetery.
2
b) The Professional shall submit the cemetery development plan for review to the Indiana
Department of Natural Resources-Division of Historic Preservation and Archaeology
(DHPA). Because this project is being funded by the City of Carmel, the plan must be
approved by the Mayor prior to initiation of construction. This-document will serve to
thoroughly identify and summarize relevant historical information pertaining to the
Farley Cemetery to predict and mitigate any potential impacts resulting from the project.
9) Noise Study
a) The Professional' shall retain the services of a noise study subconsultant. Detailed
information is included in the attached Proposal for Keystone Avenue Noise Study.
b) The Professional shall coordinate efforts between City and noise study subconsultant.
10) Utility Coordination Services
a) The Professional shall, at a minimum, coordinate with the following utility companies:
Clay Township Regional Waste District, Indianapolis Power & Light, Marathon
Petroleum, Vectren, Citizens Gas,AT&T Indiana,Duke Energy, and Veolia Water.
b) The Professional shall conduct office reviews, field inspections, investigations, and
meetings as needed for utility relocations. The Professional shall provide legal notice
before entering private property.
c) The Professional shall distribute plans with a tentative project schedule to the utility
companies. Also, the Professional shall request submittal of relocation plans with an
estimated relocation schedule. All plan revisions affecting utilities must be sent to the
affected utilities.
d) The.Professional shall determine if a Utility Field Check is needed, then schedule and
conduct the Utility Field Check accordingly.
e) The Professional shall review construction plans for potential utility conflicts and
transmit to utility owners with instructions as:needed.
f) The Professional shall coordinate with-the City to investigate potential plan revisions,
when warranted, to minimize excessive utility relocation costs.
g) The Professional shall review relocation plans and schedules to verify that applicable
conflicts are resolved. At the appropriate time, City will provide written notice for the
utility to proceed.
h) The Professional shall obtain written documentation from all utility companies whether
relocations are required or not, unless instructed otherwise by City Officials.
i) The Professional shall review utility cost estimates for acceptability.
j) The Professional shall prepare an agreement with the utility when reimbursable costs
must be paid by City.
k) The Professional shall prepare agreements and authorization letters for utility
relocations/adjustments.
I) The Professional shall provide'the,following items for all utilities within the project limits
to City prior to the contract letting.
i) Utility contact with phone number .
ii) Utility relocation plans and/or description of relocation, if relocation is necessary
• 3
iii) Total schedule for relocation, if relocation is necessary, including material delivery,
weather restraints, pre-work requirements, coordination issues,need for right-of-way
staking, and construction time
m) The Professional shall distribute two copies of the utility written notice to proceed with
approved utility relocation plans to the City.
n) The Professional shall act as a liaison between utility and the City, answering questions,
interpreting plans, and coordinating activities.
o) The Professional shall provide periodic and timely review and processing of progress
payments during construction.
p) The Professional shall maintain sufficient records to accurately track the status of utility
relocations and prepare periodic status reports.
q) The Professional shall assist the City in resolving problems or questions concerning
utilities during construction and coordinate with the field personnel.
11) City of Carmel Utilities Conceptual Relocation Planning
a) The 'Professional shall provide professional services to assist the City with the
coordination, planning, and conceptual design of the relocation of the City-owned
utilities, including water mains, sanitary sewers, and storm sewers, required by the
construction of the proposed Carmel Keystone Parkway corridor,improvements.
b) The Professional shall meet with City staff to identify utilities that may be disrupted by
proposed roadway alignments or rights-of-way along a corridor approximately four miles
in length and 500 feet in width, roughly centered on the centerline of Keystone Parkway.
c) The Professional shall meet with City staff to review the City's existing Utility Master Plan
for service in the vicinity of the Keystone Parkway transportation corridor and to discuss
desired upgrades to existing utilities necessary to serve long-term anticipated needs.
d) The Professional shall perform a preliminary field check to identify any unknown
conflicts or unusual circumstances.
e) City shall provide to Professional any available design drawings, record drawings, and
GIS data for existing utilities located within the Keystone Parkway corridor. Professional
can rely upon the accuracy and completeness of such.
f) The Professional shall determine anticipated utility capacity requirements.
g) The Professional shall prepare the conceptual utility alignments and structure locations
for relocated utilities to accommodate the proposed Keystone Parkway project.
h) The Professional shall prepare on backgrounds of digital satellite imagery graphical
representations of conceptual utility alignments and structure locations for relocated
utilities.
i) The Professional shall submit initial graphics and conceptual designs to City and shall
meet with City staff to discuss the City's review comments. The Professional shall revise
conceptual designs to incorporate the City's review comments as feasible.
j) The Professional shall prepare a Preliminary Utility Relocation Planning Report
incorporating and summarizing the conceptual designs and graphics. The Professional
shall provide preliminary opinions of probable construction costs in the Report.
4
k) Preparation of topographic and property surveys, final designs, bidding documents, and
construction documents are not included in this Conceptual Utility Relocation Planning
phase.
12) Conceptual Pedestrian Accommodation Plans
a) The Professional shall at each,interchange study the feasibility of at-grade and/or grade-
separated pedestrian crossings, including pedestrian bridges and tunnels.
b) The Professional.shall develop estimates of probable construction cost for the various
alternatives studied.
13) Traffic Counting
a) The Professional shall obtain peak hour turning movement counts at the following
intersections with Keystone Parkway: 96th Street, 98th Street, 99th Street, 106th Street,
116t° Street, Carmel Drive, 126th Street,,131"Street,and 136th Street
b) The Professional shall obtain traffic counts from a 48-hour machine at the following
locations on Keystone Parkway: between I-465 and 96th Street, between 96'h Street and
98tt' Street, between 98th Street and 99th Street, between 99th Street and 106t Street,
between 106th Street and 116th Street, between 116th Street and'Carmel Drive, between
Carmel Drive and 126th Street, between 126th Street and 131"Street, between 131" Street
and 136th Street, and north of 136th Street.
14) Corridor Traffic Analysis
a) The Professional shall review recently collected traffic counts and historical traffic counts
along Keystone Avenue and develop year 2010 and 2030 AM and PM peak-hour traffic
volumes at the proposed interchanges.
b) The Professional shall review design parameters at the proposed roundabout interchanges
for simulation purposes.
c) The Professional shall develop traffic simulation in VISSIM for year 2010 and year 2030
AM and PM peak hours. The simulation will include the traffic operations along
Keystone Avenue from 96th Street to 136th Street, as well as interchange capacity analysis
at each interchange.
d) The Professional shall document traffic performance measures of effectiveness (MOE)
from VISSIM traffic simulation.
e) The Professional shall present the traffic simulation to the City and finalize the traffic
simulation based on the City's comments. Two copies of a CD containing the traffic
simulation will be delivered to the City.
f) The Professional shall develop traffic simulation at the intersection of Keystone Avenue
and 96th Street. Various improvement scenarios will be analyzed to evaluate the impact
of this intersection on the overall corridor traffic operations.
15) Roadway Design
a) The Professional shall prepare contract plans, special provisions for the specifications,
and opinion of probable cost for the construction of the streets. The plans shall be in
accordance with the accepted standards for such work and in accordance with the
following documents in effect at the time the plans or reports are submitted except as
modified by supplemental specifications and special provisions, if any: the City of
5
•
Carmel Standard Drawings; the American Association of State Highway and
Transportation Officials "A Policy on Geometric Design of Highways and Streets, Part
V"; and the Indiana Department of Transportation's Standard Specifications. The
opinions of probable cost for construction shall be prepared according to the current
practices of.the City of Carmel, and shall include all types of work required for the'
complete construction of the work, including all temporary work necessary in connection
therewith, but shall not include the cost of such items of work for which the City,through
its own forces or through other party or parties, will perform the actual construction or
engineering. The unit prices to be used shall be in accordance with the methods used by
the City.
The contract plans shall include a Title Sheet, an Index Sheet, Plat No.. 1 Sheet, Typical
Section Sheets, Plan and Profile Sheets, Roundabout. Detail Sheets, Traffic Signal
Modification Detail Sheets, Miscellaneous Details Sheets, Pavement Marking and Sign
Plans, Maintenance-of-Traffic Plans, Erosion Control Plans, an Underdrain Table, an
Approach Table, a Structure Data Table, a Summary of Quantities Table, and any
necessary cross-sections.
The contract documents shall contain sufficient information to enable the contractor to
perform the work tasks described below.
(1) Keystone Avenue/96th Street
Construct a new roadway pavement consisting of six through lanes with the
addition of turn lanes on both Keystone and 96th Street. The roadway will include
combined concrete curb and gutters, storm sewer inlets, and a gravity storm
sewer system. A combination of multi-use paths and concrete sidewalks will be
constructed along the roadway. The traffic signal will be modernized or
reconstructed. The existing signal at98`h Street is to be removed and the at-grade
intersection reduced to a right in/right out only intersection.
(2) Keystone Avenue/106ih Street
Keystone Avenue will be depressed to provide grade separation with 106th Street.
A double roundabout interchange will be constructed on 106'h Street at or near
existing grade. 106th Street will include two through lanes in each direction with
dual 2-lane roundabouts. Appropriate approach and exit lane configurations will
be utilized. The roadways will include combined concrete curb and gutters,
storm sewer inlets, and.a gravity storm sewer system. A combination of multi-
use paths and concrete sidewalks will be constructed along the roadway. If
gravity flow to an acceptable outlet is not possible, a stormwater lift station may
be utilized at this location.
(3) Keystone Avenue/126`h Street
Keystone Avenue will be depressed to provide grade separation with 126th Street.
A double roundabout interchange will be constructed on 126`h Street at or near
existing grade. 1266 Street will include two through lanes in each direction with
dual 2-lane roundabouts. Appropriate approach and exit lane configurations will
be utilized. The roadways will include combined concrete curb and gutters,
storm sewer inlets, and a gravity storm sewer system. A combination of multi-
use paths and concrete sidewalks will be constructed along the roadway. If
gravity flow to an acceptable outlet is not possible, a stormwater lift station may
be utilized at this location.
6
b) The Professional shall design storm sewers to collect and convey stormwater to suitable
outfall locations. The Professional will investigate suitable outfall locations within
500 feet of the project limits. The Professional will evaluate the feasibility for storm
sewers to flow via gravity at each of the mainline lowering areas. If necessary, pump/lift
stations will be evaluated.
c) The Professional shall conduct a field check with the City and other interested parties.
16) Bridge Design
a) The Professional shall prepare contract plans, special provisions for the specifications,
and opinion of probable cost for the construction of bridges required for grade separation
at the intersections described below.
The contract plans shall include Maintenance-of-Traffic Sheets, Soil Borings Sheets,
Layout Sheet, General Plan Sheet, Substructure Detail Sheets, Superstructure Detail
Sheets, Bridge Railing Detail Sheets, Reinforced Concrete Bridge Approach Detail
Sheets, and a Summary of Bridge Quantities Table.
The contract documents shall contain sufficient information to enable the contractor to
perform the work tasks described below.
(1) Keystone Avenue/106th Street
Construct a single 2-span bridge to carry 106ih Street over Keystone Avenue.
The bridge will be constructed in conjunction with a double roundabout
interchange. The bridge will be built in phases to accommodate construction
activities to lower Keystone Avenue through this location.
(2) Keystone Avenue/126th Street
Construct a single 2-span bridge to carry 126`h Street over Keystone Avenue.
The bridges will be constructed in conjunction with a single roundabout
interchange. The bridge will be built in phases to accommodate construction
activities to lower Keystone Avenue through this location.
17) Schematic Road Design
The professional shall provide schematic road design of other intersections in the corridor.
Schematic design will be equivalent to ten percent design and include preliminary horizontal and
vertical geometry, preliminary drainage outfall analysis, and will be prepared as to allow the
Professional to move into'final design. A formal detailed proposal and supplemental agreement
for final design will be developed and presented to the City for approval prior to initiation of such
work. The anticipated intersections are as-follows.
a) Keystone Avenue/116th Street
Keystone Avenue will be depressed to provide grade separation with 116`h Street. A
single roundabout interchange will be constructed on 116`h Street at or near existing
grade. 116'h Street will include two through lanes ineach direction with a single 2-lane
roundabout. Alternative interchangeconfigurations will also be considered. Appropriate
approach and exit lane configurations will be utilized. The roadways will include
combined concrete curb and gutters, storm sewer inlets, and a gravity storm sewer
system. A combination of multi-use paths and concrete sidewalks will be constructed
along the roadway. If gravity flow to an acceptable outlet is not possible, a stormwater
lift station may be utilized at this location.
7
b) Keystone Avenue/Carmel Drive
Keystone Avenue will be depressed to provide grade separation with Cannel Drive. A
single roundabout interchange will be constructed on Carmel Drive at or near existing
grade. Carmel Drive will include two through lanes in each direction with a single 2-lane
roundabout. Alternative interchange configurations will also be considered. Appropriate
approach and exit lane configurations will be utilized. The roadways will include
combined concrete curb and gutters, storm sewer inlets, and a gravity storm sewer
system. A combination of multi-use paths and concrete sidewalks will be constructed
along the roadway. This location may utilize the stormwater lift station constructed as
part of the 1161h Street improvements.
c) Keystone Avenue/131""Street
Keystone Avenue will be depressed to provide grade separation with 131' Street. A single
roundabout interchange will be constructed on 131" Street at or near existing grade. 131"
Street will include two through lanes in each direction with a single 2-lane roundabout.
Alternative interchange configurations will also be considered. Appropriate approach and exit
lane configurations will be utilized. The roadways will include combined concrete curb and
gutters, storm sewer inlets, and a gravity storm sewer system. A combination of multi-use
paths and concrete sidewalks will be constructed along the roadway. The drainage outfall for
this interchange will be Cool Creek to the north. If gravity flow to the creek is not possible, a
stormwater lift station may be utilized at this location.
d) Keystone Avenue/136th Street
Keystone Avenue will remain at or near existing grade while 136th Street will be raised to
provide grade separation with Keystone Avenue A double roundabout interchange will
be constructed on 136th Street at or near existing grade. 136th Street will include two
through lanes in each direction with dual.2-lane roundabouts. Appropriate approach and
exit lane configurations will be utilized. The roadways will include combined concrete
curb and gutters, storm sewer inlets, and a gravity storm sewer system. A combination of
multi-use paths and concrete sidewalks will be constructed along the roadway. The
drainage outfall for this interchange will be Cool Creek to the south. If gravity flow to
the creek is not possible, a stormwater lift station may be utilized.
18) Schematic Bridge Design
The professional shall provide schematic bridge design of other proposed bridges in the corridor.
Schematic design will be equivalent to 10% design and include preliminary structure type
analysis. A formal detailed proposal and supplemental agreement for final design will be
developed and presented to the City for approval prior to initiation of such work. The anticipated
bridges are as follows.
a) Keystone Avenue/116'h Street
A pair of 2-span bridges to carry 116'h Street over Keystone Avenue. The bridges will be
constructed in conjunction with a single roundabout interchange. The bridge will be built
in phases to accommodate construction activities to lower Keystone Avenue through this
location.
b) Keystone Avenue/Carmel Drive
A pair of 2-span bridges to carry Carmel Drive over Keystone Avenue. The bridges will
be constructed in conjunction with a single roundabout interchange. The bridge will be
8
built in phases to accommodate construction activities to lower Keystone Avenue through
this location.
c) Keystone Avenue/131st Street
A pair of 2-span bridges to carry 131 n Street over Keystone Avenue. The bridges will be
constructed in conjunction with a single roundabout interchange. The bridge will be built
in phases to accommodate construction activities to lower Keystone Avenue through this
location.
d) Keystone Avenue/136th Street
A single 2-span bridge to carry 136t° Street over Keystone Avenue. The bridge will be
constructed in conjunction with a double roundabout interchange. The bridge will be built
in phases to accommodate construction activities to raise 136th Street above Keystone
Avenue through this location.
e) Keystone Avenue over Cool Creek
Rehabilitate and.widen the existing twin structures over Cool Creek to accommodate the
136th Street interchange ramps. Due to the age and condition of the existing concrete
decks and the structure type consisting of composite concrete haunched girders, complete
superstructure replacementis included. The substructures shall be widened as necessary
to accommodate the widened superstructure.
19) Retaining Wall Design
a) The Professional shall prepare contract plans, special provisions for the specifications,
and opinion of probable cost for the construction of permanent and temporary retaining
walls required for grade separation and intersection improvements at 106th Street and
126th Street.
The contract plans shall include Typical Retaining Wall Sections, Soil Borings Sheets,
Retaining Wall Detail Sheets including retaining wall quantities, and Construction
Details Sheets as necessary.
The contract documents shall contain sufficient information to enable the contractor to
perform the work tasks described below.
(1) Permanent Retaining Walls
Construct retaining walls using appropriate construction methods. These
retaining walls are expected outside pavement edges along Keystone Avenue to
retain existing grades adjacent to the depressed roadway sections and along .
outside pavement edges of ramp lanes to contain construction limits within the
existing right-of-way. Retaining walls may also be required in conjunction with
bridge construction to provide for reduced span lengths.
(2) Temporary Retaining Walls
Install temporary retaining walls using appropriate cut wall (top-down construction)
methods. These retaining walls are expected along the centerline of Keystone
Avenue in the first phases of traffic maintenance to generate the depressed section for
one half of Keystone Avenue while the other half is maintained at existing grades.
These walls would then be removed in the later phases of traffic maintenance after
• the entire section of Keystone Avenue is depressed.
9
b) A formal detailed proposal and supplemental agreement for wall designs at other
intersection locations will be developed and presented to the City for approval prior to
initiation of such work.
20) Traffic Management Plan
The Professional shall develop a traffic management plan that facilitates the construction of
Keystone corridor and adjoining roadways. A strategy for accommodating traffic and
diverting traffic during construction will be developed. Items to be investigated are the
addition of temporary bridge structures, temporary retaining walls, and temporary travel
lanes. Coordination with adjacent landowners will be necessary during the project.
21) Maintenance-of-Traffic Level of Service Analysis
a) The.Professional.shall obtain the existing;signal timing data from the City and review as
necessary.
•
b) The Professional shall prepare a traffic network of the Keystone corridor from 96th to
136th Street using Synchro and'analyze the existing conditions for comparison to the
maintenance-of-traffic(MOD conditions.
c) The Professional shall modify .the Synchro network for MOT conditions. This task is
presumed to include shifting the traffic from the northbound lanes of Keystone to the
southbound lanes of Keystone, and vice versa, and providing local intersection MOT
phases for roadway construction. Intersection traffic operations analyses will be
performed for the AM& PM peak hours.
d) The Professional shall adjust the corridor traffic volumes due to diversion as a result of
roadway construction, and the network model will be adjusted accordingly before
determining anticipated approach LOS.
e) The Professional shall document the approach LOS and queue lengths from Synchro &
SimTraffic and determine the geometric features (i.e., storage lane requirements and taper
lengths)for the intersection approaches.
I) The Professional shall prepare intersection approach geometry recommendations to
provide the best LOS possible during the construction period and to best manage the
anticipated vehicle queuing.
22) On-Call Signal Timing.Adjustments
a) Upon implementation of the Keystone Avenue Maintenance of Traffic, the Professional
shall conduct on-site investigations of the-intersections between 96th and I36`h Streets and
make the required adjustments to traffic signal timings based on field observations in
order to minimize'vehicle queuing and congestion and overall driver delay.
b) The Professional shall utilize Synchro to develop traffic signal timings, including signal
offset values, under MOT conditions for four periods: AM, PM, noon, and off-peak.
[The "Maintenance of Traffic Level of Service Analysis Engineering Services" task
includes modifying a Synchro network for MOT conditions. That task, like this task,
presumes the shifting of traffic from the northbound lanes of Keystone to the southbound
lanes of Keystone, and vice versa, and providing local intersection MOT phases for
roadway construction. That task analyzes the AM and PM peak hours only.]
c) The Professional shall prepare timing sheets in preparation for traffic signal field
adjustments and note taking.
10
d) The Professional shall conduct field observations of the intersections during the four time
• periods (AM, PM, noon, and off-peak) and adjust the traffic signal timings as needed.
Included will be any adjustments in signal offsets to improve progression along the corridor.
e) The Professional shall document all signal timing changes and provide the information to
the City for its records
23) Storm Sewer Lift Station Design
a) The Professional shall prepare preliminary designs for stormwater pumping stations as
required. The Professional shall consider for the preliminary design for each pumping
station the stormwater flows, discharge locations and elevations, and general locations
determined by the roadway design.
b) The Professional shall meet with City staff to determine final locations, design
requirements, and aesthetic criteria for each stormwater pumping station, and to integrate
the stormwater pumping station installation into the overall design and construction plan
for the transportation corridor.
c) The Professional shall meet with the City's stormwater management utility to determine
operational and maintenance requirements, such as preferences for equipment, alarms,
metering and monitoring,and telemetry.
d) The Professional shall perform a preliminary field check of each proposed stormwater
pumping station site.
e) The Professional shall engage a qualified geotechnical engineer to conduct exploration of
each proposed stormwater pumping station site and to prepare a geotechnical assessment
and report suitable for the preparation of structural foundation design and determination
of dewatering requirements.
I) The Professional shall prepare preliminary plans for each pump station. Preliminary
plans shall include the following: Pump Station Site Plan, Pump Station Configuration
Sketches, Pump Station Architectural Sketches, Pump Sizing and Selection, Pipe Sizing,
Operational Strategy, and Geotechnical Report
g) The Professional shall submit preliminary plans to City and shall meet with City staff to
discuss the City's review comments. The Professional shall revise preliminary plans to
incorporate the City's review comments as feasible.
h) The Professional shall finalize the pump station and force main plans based on City staff
review. In execution of the final design, Professional shall engage qualified practitioners
of technical professional disciplines as those specialties may be required, including
Geotechnical Engineer, Structural Engineer, Architect, Electrical Power Engineer,
Instrumentation and Controls Engineer, HVAC and Mechanical Engineer, Land
Surveyor, and Environmental Scientist.
i) The Professional shall prepare final plans for each pump station and force main. Plans
shall be suitable for bidding and construction, shall be in AutoCAD format, and shall
include the following: Pump Station Site Plan, Pump Station Structural Plans, Pump
Installation and Mechanical Plan, ElectricaUControl Plans, Communications/Telemetry
Plans,Pump Station Details, and Erosion Control Plan and Details.
j) The Professional shall attend a final field check for each stornwater pump station as
required.
11
k) The Professional shall prepare technical specifications and opinions of probable
construction cost for each pump station as.required.
I) If more than one pump station is required, a detailed proposal and supplemental
agreement for additional pump station designs at other intersections will be developed
and presented to the City for approval prior to initiation of such work.
24) Lighting Design
a) The Professional shall meet with the.City to determine whether the City desires a full or
partial roadway lighting scheme along Keystone Avenue for 96th Street, 106'1' Street, and
126th Street. A formal and detailed proposal and supplemental agreement for lighting
designs at other locations along the corridor will be developed and presented to the City
for approval prior to initiation of such work.
b) The Professional shall coordinate with the electrical utility company to identify existing
service point locations.
c) The Professional.shall coordinate with the City to determine the general type of lighting
fixtures and poles desired along the corridor and under the bridges.
d) The Professional shall meet with lighting fixture and pole supplier(s)to identify hardware
that satisfies the City's design requirements.
e) The Professional shall prepare preliminary roadway lighting plans.
f) The Professional shall attend field checks as required.
g) The Professional shall prepare final construction plans based on the City's and the
electrical utility's comments.
25) Conceptual Landscaping Plans
a) The Professional shall evaluate the Keystone Parkway, north/south and east/west access
lanes within project limits, entry points, key feature elements, underpass aesthetics,
roundabout features, and Parkway areas between intersections.
b) The Professional shall attend up to ten meetings with the City.
c) The Professional shall develop conceptual plans for hardscape and landscape planting
areas, focus areas for art, and site amenities. Each area will include site considerations
for access, natural features, planned roads, buffer zones, and key feature areas.
d) The Professional shall coordinate the site landscape plan only within engineering plan limits
e) The Professional shall submit conceptual plans as a combination of hand drawn,
computer rendered of illustrative renderings.
0 The Professional shall develop two conceptual plans for each reconstructed intersection
and two overall parkway plans. Concepts will include a plan and rendering for 12 views
g) The Professional shall submit draft concept plans for the City's approval at 60 and
100 percent completion.
h) The Professional shall submit final conceptual designs in colored plans and illustrations,
including no more than 12 renderings
26) Public Meetings
•
a) The Professional shall prepare for and attend up to two public meetings.
12
27) Conceptual Computer Graphic Renderings
a) The Professional shall prepare conceptual computer graphic renderings at the request of
the City. If desired by the•City, exhibits shall utilize aerial photography to illustrate the
conceptual layout of the Keystone Parkway project.
28) Conceptual Drive-Thru Videos
a) The Professional shall prepare conceptual, computer-generated drive-thru or fly-over
videos at the request of the City.
29) Independent Roundabout Review
a) The Professional shall retain the services of an independent roundabout subconsultant to
review roundabout capacity analysis and design and provide additional design solutions
in regard to traffic safety, pedestrian safety, roundabout geometries, and capacity analysis
techniques. Both Professional and City must agree on the selection of the independent
reviewer.
30) On Call Services
a) The Professional shall provide additional services as requested by City on an as needed
basis if approved in advance by City.
31) Right-of-Way Engineering
a) The Professional shall prepare exhibit drawings and legal descriptions and perform right-
of-way staking one time for each right-of-way parcel that needs to be purchased by the
City for the project.
32) Right-of-Way Acquisition Services
a) The Professional shall provide title work as needed for the acquisition of right-of-way for
the project.
b) The Professional shall provide appraisal, buying, and relocation services as needed for
the acquisition of right-of-way for the project. A formal detailed proposal and
supplemental agreement for appraising, buying, and relocation services will be developed
and presented to the City for approval prior to initiation of such work.
33) Construction Inspection
a) The Professional shall provide construction inspection services as needed for the
construction of the project by the City. A.formal detailed proposal and supplemental
agreement for construction inspection will be developed and presented to the City for
approval prior to initiation of such services.
13
APPENDIX "2"
Schedule
All services by the Professional under this Agreement shall be completed and delivered
to the City for review and approval as specified by this Agreement. The deliverable
schedule will be based on construction sequencing outlined in the final "Memorandum of
Agreement for Transfer and Construction of S.R. 431" between the City and the Indiana
Department of Transportation and subject to additional direction from the City.
1. Anticipated Ready for Contracts will span a period of three years between 2008 - 2010.
3. Preliminary Plans for each contract will be submitted to City for review no less than
four (4) months prior to the scheduled contract letting date.
4. Final Check Plans for each contract will be submitted to City for review no less than
two (2) months prior to the scheduled contract letting date.
5. Final Plans and Specifications for each contract will be completed no less than one (1)
month prior to the scheduled contract letting date.
6. If required, all permit applications will be submitted for approval prior to each
contract letting.
•
APPENDIX "3"
Compensation
A. Amount of Payment
1. The Professional shall receive as payment for the work performed under this Agreement
a maximum total fee of$4,581,350 comprising the following lump-sum items unless a
modification of the Agreement is approved in writing by the City.
a. Public Communications Coordination (12 months) $14,400
b. Project Management and Financial Planning(12 months) $238,800
c. Field Survey $219,100
d. Geotechnical Investigation** $486,600
e. Wetland Delineation $20,300
£ Wetland Permitting(Assume 6 @$3,700 each) $22,200
g. Hazardous Materials Investigation $9,500
h. Cemetery Development Plan $3,100
i. Noise Study" $32,500
j. Noise Study Coordination* $1,770
k. Utility Coordination(12 months) $102,000
I. City of Carmel Utilities Conceptual Relocation Planning(12 months) $22,800
m. Conceptual Pedestrian Accommodation Plan $64,000
n. Traffic Counting $24,000
o. Corridor Traffic Analysis $37,400
p. Road Design
96th Street Improvements $221,600
106th Street Interchange $703,900
116'h Street Interchange and Carmel Drive Interchange
Schematic Design $140,340
126th Street Interchange $703,900
131°f Street Interchange Schematic Design $60,360
136th Street Interchange Schematic Design $60,360
q. Bridge Design
106'h Street Interchange $162,100
116th Street Interchange and Carmel Drive Interchange
Schematic Design $53,200
126th Street Interchange $162,100
131" Street Interchange Schematic Design $26,600
Appendix "3" 1
.
136th Street Interchange Schematic Design $16,210
Keystone Parkway over Cool Creek Rehab Schematic Design $13,710
r. Retaining Wall Design (2 locations) $324,000
s. Traffic Management Plan $50,000
t. Maintenance of Traffic LOS Analysis $10,300
u. On Call Signal Timing Adjustments* $5,000
v. Storm Sewer Lift Station Design(1 location) $170,000
w. Lighting Design(3 locations) $60,000
x. Conceptual Landscaping Plans $61,600
y. Public Meetings(2 @ $15,000 each) $30,000
z. Conceptual Computer Graphic Renderings* $50,000
aa.Conceptual Drive-Thru Videos* $50,000
bb.Independent Roundabout Review** $50,000
cc.On Call Services* $10,000
dd.R/W Engineering(assume 20 parcels @ $2,500 each) $50,000
ee.Title Work (assume 40 parcels @ $440.each) $17,600
ff. Title Updates ***
gg.RJW Appraising** $20,000
hh.R/W Buying ***
ii. R/W Management(lump sum) ***
jj. Handling and Recording ***
kk.Transfer Document Preparation ***
II. Construction Inspection Services ***
* Compensation for Noise Study Coordination, Conceptual Computer Graphic
Renderings, Conceptual Drive-Thru Videos, On-Call Signal Timing Adjustments, and
On-Call Services will be on an hourly not-to-exceed basis according to the attached rates.
The hourly rates may be adjusted on an annual basis after approval of the City.
"'Compensation for Public Relations Subconsultant, Noise Study, Independent
Roundabout Reviews, Geotechnical Investigation, and Right-of-Way Appraising will be
paid for based upon actual quantities of work performed by the subconsultant. Costs of
these items will have zero mark-up by the Professional.
*** Right-of-Way Acquisition.and Construction Inspection services will be provided and
paid for as part of a supplemental agreement between the Professional and the City if
desired by the City.
Appendix "3" 2
B. Change in Scope
1. In the event of a-substantial change in the scope, character, or complexity of the work on
the project, the maximum fee payable and the specified fee shall be adjusted in
accordance with Section 2.2, SCOPE OF SERVICES as set out in this Agreement.
Appendix "3" 3