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AGREEMENT
This AGREEMENT, made on the _____ day of ________________, 2022, by and
between the CITY OF OSHKOSH, party of the first part, hereinafter referred to as CITY,
and PROFESSIONAL SERVICE INDUSTRIES, INC., 3009 Vandenbroek Road,
Kaukauna, WI 54130, party of the second part, hereinafter referred to as the
CONSULTANT,
WITNESSETH:
The CITY and the CONSULTANT, for the consideration hereinafter named, enter
into the following AGREEMENT for SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVLUATION FOR 2023 CAPITAL
IMPROVEMENT PROJECTS (PROJECT).
ARTICLE I. PROJECT MANAGER
A. Assignment of Project Manager. The CONSULTANT shall assign the
following individual to manage the PROJECT described in this AGREEMENT:
Patrick Bray, E.I.T. – Branch Manager
B. Changes in Project Manager. The CITY shall have the right to approve or
disapprove of any proposed change from the individual named above as Project
Manager. The CITY shall be provided with a resume or other information for any
proposed substitute and shall be given the opportunity to interview that person prior to
any proposed change.
ARTICLE II. CITY REPRESENTATIVE
The CITY shall assign the following individual to manage the PROJECT
described in this AGREEMENT:
Mike Blank – Construction Management Supervisor
ARTICLE III. SCOPE OF WORK
The CONSULTANT shall provide the services described in the CITY’S Request for
Proposal. The CITY may make or approve changes within the general Scope of Services
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in this AGREEMENT. If such changes affect CONSULTANT's cost of or time required
for performance of the services, an equitable adjustment will be made through an
amendment to this AGREEMENT.
Services included in the Miscellaneous Projects section of the CITY’s Proposal
Cost Breakdown will be detailed further within individual Project Authorizations. A
sample Project Authorization form is attached to this AGREEMENT.
All reports, drawings, specifications, computer files, field data, notes, and other
documents and instruments prepared by the CONSULTANT as instruments of service
shall become property of the CITY upon payment for those documents by the CITY to
the CONSULTANT, and shall remain the property of the CITY.
ARTICLE IV. STANDARD OF CARE
The standard of care applicable to CONSULTANT's services will be the degree of
skill and diligence normally employed by professional consultants or consultants
performing the same or similar services at the time said services are performed.
CONSULTANT will re-perform any services not meeting this standard without
additional compensation.
ARTICLE V. OPINIONS OF COST, FINANCIAL CONSIDERATIONS, AND
SCHEDULES
In providing opinions of cost, financial analyses, economic feasibility projections,
and schedules for the PROJECT, CONSULTANT has no control over cost or price of
labor and materials; unknown or latent conditions of existing equipment or structures
that may affect operation or maintenance costs; competitive bidding procedures and
market conditions; time or quality of performance by operating personnel or third
parties; and other economic and operational factors that may materially affect the
ultimate project cost or schedule. Therefore, it is understood between the parties the
CONSULTANT makes no warranty the CITY's actual project costs, financial aspects,
economic feasibility, or schedules will not vary from CONSULTANT's opinions,
analyses, projections, or estimates.
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ARTICLE VI. RECORD DRAWINGS
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others. CONSULTANT is not responsible for
any errors or omissions in the information from others the CONSULTANT reasonably
relied upon and are incorporated into the record drawings.
ARTICLE VII. CITY RESPONSIBILITIES
The CITY shall furnish, at the CONSULTANT’s request, such information as is
needed by the CONSULTANT to aid in the progress of the PROJECT, providing it is
reasonably obtainable from City records.
To prevent any unreasonable delay in the CONSULTANT’s work, the CITY will
examine all reports and other documents and will make any authorizations necessary to
proceed with work within a reasonable time period.
ARTICLE VIII. ASBESTOS OR HAZARDOUS SUBSTANCES
If asbestos or hazardous substances in any form are encountered or suspected,
CONSULTANT will stop its own work in the affected portions of the PROJECT to
permit testing and evaluation.
If asbestos is suspected, CONSULTANT will, if mutually agreed, manage the
asbestos remediation activities using a qualified subcontractor at an additional fee and
contract terms to be negotiated.
If hazardous substances other than asbestos are suspected, CONSULTANT will,
if mutually agreed, conduct tests in an effort to determine the extent of the problem and
will perform the necessary studies and recommend the necessary remedial measures at
an additional fee and contract terms to be negotiated.
The CITY recognizes CONSULTANT assumes no risk and/or liability for a waste
or hazardous waste site originated by other than the CONSULTANT.
ARTICLE IX. CITY’S INSURANCE
The CITY will maintain property insurance on all pre-existing physical facilities
associated in any way with the PROJECT.
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The CITY will provide (or have the construction contractor(s) provide) a Builders
Risk All Risk insurance policy for the full replacement value of all project work
including the value of all onsite CITY-furnished equipment and/or materials associated
with CONSULTANT's services. Upon request, the CITY will provide CONSULTANT a
copy of such policy.
ARTICLE X. TIME OF COMPLETION
The work to be performed under this AGREEMENT shall be commenced and the
work completed within the time limits as agreed upon in the CITY’s Request for Proposal.
The CONSULTANT shall perform the services under this AGREEMENT with
reasonable diligence and expediency consistent with sound professional practices. The
CITY agrees the CONSULTANT is not responsible for damages arising directly or
indirectly from any delays for causes beyond the CONSULTANT’s control. For the
purposes of this AGREEMENT, such causes include, but are not limited to, strikes or
other labor disputes, severe weather disruptions or other natural disasters, failure of
performance by the CITY, or discovery of any hazardous substances or differing site
conditions. If the delays resulting from any such causes increase the time required by
the CONSULTANT to perform its services in an orderly and efficient manner, the
CONSULTANT shall be entitled to an equitable adjustment in schedule.
While CONSULTANT has made reasonable efforts to incorporate into their plan
for the PROJECT any known current project impacts of the COVID-19 pandemic,
CONSULTANT has not accounted for, and is not responsible for, unknown future
changes due to the COVID-19 pandemic, including, without limitation, additional
restrictions by government agencies or others (such as the availability of the site for
access or the availability of CITY or CONSULTANT staff or others) to the extent they
delay or otherwise impact the PROJECT. In that event, CONSULTANT will notify
CITY and work in good faith to equitably address any unexpected impacts therefrom.
ARTICLE XI. COMPONENT PARTS OF THE AGREEMENT
This AGREEMENT consists of the following component parts, all of which are as
fully a part of this AGREEMENT as if herein set out verbatim, or if not attached, as if
hereto attached:
1. This Instrument
2. CITY’s Request for Proposal dated June 29, 2022 and attached hereto
3. CONSULTANT’s Proposal dated July 18, 2022 and attached hereto
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4. Individual Project Authorization Forms.
In the event any provision in any of the above component parts of this
AGREEMENT conflicts with any provision in any other of the component parts, the
provision in the component part first enumerated above shall govern over any other
component part which follows it numerically except as may be otherwise specifically
stated.
ARTICLE XII. PAYMENT
A. The Agreement Sum. The CITY shall pay to the CONSULTANT for the
performance of the AGREEMENT the total sum as set forth below, adjusted by any
changes hereafter mutually agreed upon in writing by the parties hereto:
Time and Materials Not to Exceed $54,224.50 (Fifty Four Thousand Two
Hundred Twenty Four Dollars and Fifty Cents).
Attached fee schedule shall be firm for the duration of this AGREEMENT.
B. Method of Payment. The CONSULTANT shall submit itemized monthly
statements for services. The CITY shall pay the CONSULTANT within thirty (30)
calendar days after receipt of such statement. If any statement amount is disputed, the
CITY may withhold payment of such amount and shall provide to CONSULTANT a
statement as to the reason(s) for withholding payment.
C. Additional Costs. Costs for additional services shall be negotiated and set
forth in a written amendment to this AGREEMENT executed by both parties prior to
proceeding with the work covered under the subject amendment.
D. Indirect Costs. Indirect costs such as computer time, printing, copying,
cell phone charges, telephone charges, and equipment rental shall be considered
overhead and shall not be invoiced separately to the PROJECT.
E. Expenses. Expenses may be billed with up to a maximum of ten percent
(10%) mark-up. All invoices with expenses shall include supporting documentation of
the expense. Failure to include the supporting documentation will result in the
reduction of payments by the amount of those expense(s) not including documentation.
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ARTICLE XIII. STANDARD PROVISIONS
The CONSULTANT agrees that, in all hiring or employment made possible by or
resulting from this AGREEMENT, there will not be any discrimination against any
employee or applicant for employment because of race, color, religion, sex, sexual
orientation, gender identity, or national origin.
ARTICLE XIV. HOLD HARMLESS
The CONSULTANT covenants and agrees to protect and hold the City of
Oshkosh harmless against all actions, claims, and demands to the proportionate extent
caused by or resulting from the intentionally wrongful or negligent acts of the
CONSULTANT, their agents or assigns, their employees, or their subcontractors related
to the performance of this AGREEMENT or be caused or result from any violation of
any law or administrative regulation, and shall indemnify the CITY for all sums
including court costs, attorney fees, and damages of any kind which the CITY may be
obliged or adjudged to pay on any such claims or demands upon the CITY’s written
demand for indemnification or refund for those actions, claim, and demands caused by
or resulting from intentional or negligent acts as specified in this Paragraph.
Subject to any limitations contained in Sec. 893.80 and any similar statute of the
Wisconsin Statutes, the CITY further agrees to hold CONSULTANT harmless from any
and all liability, including claims, demands, losses, costs, damages, and expenses of
every kind and description (including death), or damages to person or property arising
out of re-use of the documents without consent where such liability is founded upon or
grows out of the acts or omission of any of the officers, employees, or agents of the City
of Oshkosh while acting within the scope of their employment.
ARTICLE XV. INSURANCE
The CONSULTANT agrees to abide by the attached City of Oshkosh Insurance
Requirements.
ARTICLE XVI. TERMINATION
A. For Cause. If the CONSULTANT shall fail to fulfill in timely and proper
manner any of the obligations under this AGREEMENT, the CITY shall have the right
to terminate this AGREEMENT by written notice to the CONSULTANT. In this event,
the CONSULTANT shall be entitled to compensation for any satisfactory, usable work
completed.
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B. For Convenience. The CITY may terminate this AGREEMENT at any time
by giving written notice to the CONSULTANT no later than ten (10) calendar days
before the termination date. If the CITY terminates under this Paragraph, then the
CONSULTANT shall be entitled to compensation for any satisfactory work performed
to the date of termination.
This document and any specified attachments contain all terms and conditions of
the AGREEMENT and any alteration thereto shall be invalid unless made in writing,
signed by both parties and incorporated as an amendment to this AGREEMENT.
ARTICLE XVII. RE-USE OF PROJECT DOCUMENTS
All reports, drawings, specifications, documents, and other deliverables of
CONSULTANT, whether in hard copy or in electronic form, are instruments of service
for this PROJECT, whether the PROJECT is completed or not. Subject to individual
review, CONSULTANT’S reports, drawings, specifications, documents, or other
deliverables will generally be considered public records that are available to the
public upon request. Neither the CITY nor the CONSULTANT, therefore, has control
of these documents once they are disclosed as a public record. It is understood
between these two (2) parties, however, that CONSULTANT does not intend to state
or imply that the PROJECT documents it creates have any purpose unrelated to the
PROJECT. To the extent the CITY may re-use or reference any part of the
CONSULTANT’S documents or information on unrelated projects, the CITY agrees to
independently verify their applicability for unrelated projects and further agrees the
Standard of Care applicable to the documents for this PROJECT will not apply to
their re-use or reference in unrelated projects.
ARTICLE XVIII. SUSPENSION, DELAY, OR INTERRUPTION OF WORK
The CITY may suspend, delay, or interrupt the services of CONSULTANT for
the convenience of the CITY. In such event, CONSULTANT's agreement price and
schedule shall be equitably adjusted.
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ARTICLE XIX. NO THIRD-PARTY BENEFICIARIES
This AGREEMENT gives no rights or benefits to anyone other than the CITY and
CONSULTANT and has no third-party beneficiaries.
In the Presence of: CONSULTANT
____________________________ By: _____________________________
____________________________ Patrick Bray, E.I.T.
(Seal of CONSULTANT Branch Manager
if a Corporation)
By: _____________________________
_____________________________
(Specify Title)
CITY OF OSHKOSH
_____________________________ By: _____________________________
(Witness) Mark A. Rohloff, City Manager
_____________________________ And: _____________________________
(Witness) Jessi L. Balcom, City Clerk
APPROVED: I hereby certify that the necessary provisions
have been made to pay the liability which
will accrue under this AGREEMENT.
_____________________________
City Attorney
___________________________________
City Comptroller
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PROJECT AUTHORIZATION NUMBER ______
("Task Order")
Owner: City of Oshkosh Department Public Works
Authorized Office: 215 Church Avenue, P.O. Box 1130, Oshkosh, Wisconsin 54903-1130
Owner-Authorized Representative: Mike Blank, Construction Management Supervisor
Contract: 2023 CIP Subsurface Exploration and Geotechnical Engineering Evaluation
City of Oshkosh Contract Number: __________
Consultant’s Project Number: ________
The authorizing office requires performance of the following described Services:
Form of Compensation:
Unit Rate Not-to-Exceed: $___________________
Additional Terms and Conditions: None
Authorized Services shall be performed in accordance with the terms and provisions of the
agreement between Consultant and the City of Oshkosh dated _____________. This Project
Authorization shall be effective only upon date of signature of an authorized representative
of the City of Oshkosh.
CONSULTANT
Signature:
Name: _____________________________
Title:
Date:
CITY OF OSHKOSH
Signature:
Name: __Mike Blank_________________
Title: Construction Management______
Supervisor ____________
Date:
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City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 http://www.ci.oshkosh.wi.us
June 29, 2022
Patrick Bray
Professional Services Industries, Inc.
1125 West Tuckaway Lane, Suite B
Menasha, WI 54952
E-Mail: patrick.bray@psiusa.com
RE: Request for Proposals for Subsurface Exploration and Geotechnical Engineering Evaluation
for 2023 Capital Improvement Projects
Dear Patrick:
The City of Oshkosh is hereby requesting proposals be submitted for Subsurface Exploration and
Geotechnical Engineering services related to the City’s 2023 Capital Improvement projects.
The purpose of this exploration program is to identify the soil and groundwater conditions within the
depths of the project excavations. The reports are to provide a summarization of pavement and base
coarse thicknesses; soil type verification; bedrock depth, if encountered; and groundwater levels. In
addition, field screening of the soil samples is to be completed to identify potential environmentally-
impacted soil.
The proposal shall include, at a minimum: related project experience, planned project team and
resumes, engineering fee schedule, and a breakdown of costs, as requested in the enclosed Scope of
Services. This agreement will have thirteen (13) separate deliverables, each with unique due dates that
are also listed in the Scope of Services. The proposals will be reviewed for completeness and how well it
is demonstrated the needs of the City of Oshkosh can be met. The award of this work will not be based
solely on cost of the proposal.
Questions regarding this Request for Proposals shall be emailed to me at mblank@ci.oshkosh.wi.us
(with the subject heading of “2023 Subsurface Exploration and Geotechnical Engineering Evaluation
RFP Questions”) by 12:00 noon on Thursday, July 14, 2022. The questions and appropriate responses
will be distributed to all parties receiving this Request for Proposals by 12:00 noon on Friday, July 15,
2022. Please submit one (1) hard copy and one (1) pdf copy of the proposal to Tracy Taylor no later
than noon on Tuesday, July 19, 2022. It is anticipated the award of this agreement will be made by
Tuesday, July 26, 2022. Please ensure you have the proper insurance paperwork, so the award is not
delayed.
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Enclosed with this letter are copies of the Scope of Services, Proposal Cost Breakdown, Boring Location
Maps, Sample Boring Log, Standard Engineering Services Agreement, Sample Project Authorization
Form, Professional Services Liability Insurance Requirements, and the Pollution Exposures Liability
Insurance Requirements. The information contained within these enclosures shall become a part of the
agreement with the Consultant selected to perform the Services.
If you have any questions, please do not hesitate to contact us.
Sincerely,
Mike Blank
Construction Management Supervisor
MB/tlt
Enclosures
cc: James Rabe, P.E., CPESC, Director of Public Works
Steven M. Gohde, P.E., Assistant Director of Public Works / Utilities General Manager
Justin Gierach, P.E., Engineering Division Manager / City Engineer
File
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SCOPE OF SERVICES FOR SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING SERVICES
2023 CAPITAL IMPROVEMENT PROJECTS
1. The scope of services for this agreement is to identify subsurface conditions within the depths of
various project excavations. The final reports are to provide a summarization of existing
pavement and base coarse thicknesses; soil classifications; bedrock depth, if encountered;
groundwater levels; and deep utility construction recommendations. Soil samples shall be split
and provided to the Environmental Services Consultant for field screening and to identify
potential environmentally-impacted soils. Reports shall be prepared in general accordance with
normally-accepted geotechnical engineering practices.
A total of 96 soil borings are anticipated for the following Capital Improvement projects:
A. Coolidge Avenue (Bauman Street to the Fox River)
1. (2) – 20-ft. borings.
2. Pavement type is road mix with 2013 2” cold mix overlay.
B. West Lincoln Avenue (Elmwood Avenue to Jackson Street)
1. (7) – 25-ft. borings.
2. Pavement type is 1977 hot mix asphalt.
C. McKinley Street (West Lincoln Avenue to Scott Street)
1. (4) – 15-ft. borings.
2. Pavement type is 1905 road mix.
D. Arthur Avenue (North Sawyer Street to Bauman Street)
1. (6) – 20-ft. borings.
2. Pavement type is 1929 hot mix asphalt.
E. Tyler Avenue (North Sawyer Street to Bauman Street)
1. (6) – 25-ft. borings.
2. Pavement type is 1939 concrete.
F. Bauman Street (Tyler Avenue to Van Buren Avenue)
1. (2) – 25-ft. borings.
2. Pavement type is 1925 road mix (2003 one inch (1”) hot mix asphalt overlay).
G. Lake Butte Des Morts Drive (Ryf Road to Westwind Road)
1. (11) – 25-ft. borings.
2. Pavement type is 2010 concrete.
H. Oak Street (East Irving Avenue to Siewert Trail)
1. (6) – 15-ft. borings.
2. Pavement type is 1988 7” concrete.
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I. Beech Street (Congress Avenue to West Murdock Avenue)
1. (8) – 15-ft. borings.
2. Pavement type is 1980 7” concrete.
J. Hollister Avenue (Algoma Boulevard to Sheridan Street)
1. (5) – 15-ft. borings.
2. Pavement type is 1995 7” concrete.
K. Clarks Court (Hollister Avenue to the cul-de-sac)
1. (2) – 15-ft. borings.
2. Pavement type is 1980 hot mix.
L. Lakeshore Park Trail
1. (7) – 10 ft. borings.
2. Pavement type is gravel and turf.
M. Parking Lot Improvements (300 West Parking Lot – 115 Algoma Boulevard)
1. (3) – 15-ft. borings.
2. Pavement is asphalt parking lot.
N. Parking Lot Improvements (400 West Parking Lot – 17 Church Avenue)
1. (4) – 15-ft. borings.
2. Pavement is asphalt parking lot.
O. Miscellaneous Additional Project(s)
1. (5) – 15-ft. borings.
2. (5) – 20-ft. borings.
3. Miscellaneous borings for any potential project(s) added to the Capital Improvements
Program.
P. Environmental-Only Drilling
1. (10) – 10-ft. borings.
2. Environmental-only borings to document extent of potential contamination.
2. The City of Oshkosh (City) will perform the following tasks:
A. Provide Geotechnical Services Provider with diagrams/maps indicating general locations and
drilling depths of individual borings prior to work commencing.
B. Retain services of an Environmental Services Consultant to provide suspect locations for
sampling and other pertinent information, prior to drilling.
C. Provide Geotechnical Services Provider with an engineering staff member to assist in boring
layout.
D. Provide Geotechnical Services Provider with final location diagrams with GPS coordinates.
E. Provide ground elevations for each boring location for the Geotechnical Services Provider’s
use in boring log development.
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F. Set a “Pre-Construction Conference” with the Geotechnical Services Provider prior to starting
work. The Environmental Services Consultant shall also be present at this meeting, as well,
to discuss any issues and to coordinate the drilling schedule. Communication protocol will
be established at this meeting.
3. The Geotechnical Services Provider will perform the following tasks:
A. All items necessary to perform the tasks detailed in this Scope of Services.
B. Subsurface Exploration and Reporting
1. Mark the borings in the field and coordinate with Digger’s Hotline. Re-marking of soil
boring locations due to weather will be the responsibility of the Geotechnical Services
Provider.
2. Set a meeting for boring layout per street with Environmental Services Consultant, all
Digger’s Hotline locators, and City’s Project Manager. The City’s Utility Locator will
NOT mark utilities down the entire street, due to the length of time this will take. The
Geotechnical Services Provider shall provide a mark point and the City’s Utility Locator
will locate within a designated radius (approximately 25’) around the specific boring
locations.
3. Coordinate with the City’s Project Manager and Environmental Services Consultant
Project Manager on drilling schedule and provide three (3) day notice of the onsite boring-
layout meeting.
4. The Geotechnical Services Provider will provide e-mails daily to the City’s Project
Manager and Environmental Services Consultant Project Manager, identifying which
borings they intend to complete each day.
5. All streets are to remain open to traffic. The Geotechnical Services Provider will be
responsible for furnishing all necessary barricades, flashers, flag persons, etc. to provide
adequate traffic control and still maintain the accesses as described herein. The signs shall
conform to Sections 637 and 643 of the State of Wisconsin Standard Specifications for Highway
and Structure Construction.
6. If a particular boring cannot be accessed during drilling operations, the Geotechnical
Services Provider shall work with the City to determine a revised location.
7. Follow standard geotechnical practices for subsurface sampling, borehole abandonment,
and laboratory testing.
8. Perform standard geotechnical sampling with 1.5’ split-spoon samples, spaced 1’
(vertically) apart, starting at an even point below the pavement (i.e. 1’). Representative
soil samples are to be obtained in the borings using split barrel techniques. Soil samples
are then to be sealed immediately in the field and returned to the laboratory for further
examination and testing. The Environmental Services Consultant shall be provided split-
spoon samples of all soil boring samples.
9. If refusal is reached prior to the indicated drilling depth, contact the City immediately and
locate an additional boring in the same vicinity. If this boring also has refusal at a depth
similar to the initial boring, a collaborative decision will be made to determine whether
or not rock coring is necessary. Boring lengths are selected based on the depths of the
proposed utilities; therefore, accurate identification of material type to the indicated depth
is necessary. Due to the depths of the proposed utilities and material type in Oshkosh,
the Geotechnical Services Provider is required to anticipate hard drilling throughout.
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10. Soil parameters for pavement design are not being requested at this time. Any laboratory
testing is at the discretion of the Geotechnical Services Provider in order to provide
services as detailed herein. At a minimum, moisture contents and unconfined
compressive strengths should be noted on the soil boring diagrams.
11. Pavement shall be restored in-kind. It is the Geotechnical Services Provider’s
responsibility to know current pavement type.
12. Groundwater elevations shall be estimated for every borehole.
C. Field Coordination and Environmental
1. The Environmental Services Consultant will prepare and provide a “quick reference
guide” for use by the Geotechnical Services Provider to provide additional information as
to what types of environmental impacts may be encountered. Should the Geotechnical
Services Provider encounter something they suspect is impacted, they shall notify the
City’s Project Manager and the Environmental Services Consultant Project Manager
immediately.
2. Representative soil samples are to be obtained in the borings using split barrel techniques.
Soil samples are then to be sealed immediately in the field. Split samples are to remain
cool until PID readings are taken by the Environmental Services Consultant.
3. Split samples shall be provided to the Environmental Services Consultant during drilling
operations.
D. Reporting Requirements
1. Project Overview.
2. Field Procedures.
3. Laboratory Procedures.
4. Exploration Results (broken down by street).
5. Considerations and Recommendations
a. Recommendations for deep sanitary sewer construction are requested (i.e. slope
stability and dewatering).
b. Other information as appropriate.
6. General Qualifications.
7. Individual Soil Boring Logs.
8. Soil Boring Location Diagram.
9. Summary Table (separate table for each street)
a. Boring Identification.
b. Boring Depth (proposed and actual).
c. Pavement Thickness.
d. Base Coarse Thickness.
e. Fill Thickness.
f. Depth of Bedrock or Refusal, if present.
4. Project Deliverables
A. Schedule of Project Deliverables
1. Coolidge Avenue report due Friday, November 18, 2022.
2. West Lincoln Avenue report due Thursday, September 8, 2022.
3. McKinley Street report due Thursday, September 8, 2022.
4. Arthur Avenue report due Friday, November 18, 2022.
5. Tyler Avenue report due Friday, November 18, 2022.
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
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6. Bauman Street report due Friday, November 18, 2022.
7. Lake Butte Des Morts Drive report due Friday, August 26, 2022 OR SOONER.
8. Oak Street report due Friday, November 18, 2022.
9. Beech Street report due Friday, November 18, 2022.
10. Hollister Avenue report due Friday, November 18, 2022.
11. Clarks Court report due Friday, November 18, 2022.
12. Lakeshore Park Trail report due Friday, December 2, 2022.
13. Parking Lot Improvements report (to include both Parking Lot Improvements Projects
listed above) due Friday, December 2, 2022.
B. A separate report shall be prepared for each Project listed above.
C. Drilling can be completed during the week at the Geotechnical Services Provider’s
convenience, as long as the reports are submitted no later than their respective due dates.
5. Proposal Cost Breakdown
A. Boring Layout
1. Cost to include coordination with Digger’s Hotline, Utility Locators, and the City’s Project
Manager.
2. Cost to include laying out and marking the borings in the field.
B. Mobilization/Daily Travel/Traffic Control for drilling (lump sum)
1. Additional payment for mobilization/daily travel/traffic control will not be considered if
the total footage of drilling, including the contingency amount, is not exceeded.
C. Soil Borings (per foot)
1. Cost to include proper borehole abandonment and street patching.
2. Cost to include providing cooled split samples to Environmental Services Consultant
twice daily.
3. Unit cost will also be used for additional drilling, if needed. The Miscellaneous Additional
Project(s) will be handled on a contingency basis, and are not guaranteed.
4. A contingency amount is added to the proposal cost breakdown sheets attached.
5. Anticipate hard drilling throughout the depths of the borings in this cost. A hard drilling
surcharge, once the agreement has been awarded, will not be approved.
D. Project Engineering and Reporting (lump sum)
1. Additional payment for project engineering and reporting will not be considered if the
total footage of drilling, including the contingency amount, is not exceeded.
E. Steam cleaning costs will be handled on a contingency basis. If drilling in areas of known
contamination, steam cleaning is likely to be required. Steam cleaning shall be completed at
the City of Oshkosh Wastewater Treatment Plant in the sweeper dump upon prior
authorization by the City’s Project Manager. Do not cross contaminate samples.
F. Rock coring will be handled on a contingency basis. Quantities are not guaranteed. Be
prepared to rock core on a daily basis.
G. Blind drilling will be handled on a contingency basis. Quantities are not guaranteed. One (1)
possible example where blind drilling might be used is if a boring hits refusal prior to the
indicated depth. Another boring would then be located a few feet away and blind drilled to
the initial refusal depth.
H. Environmental-only drilling will be handled on a contingency basis. Quantities are not
guaranteed. Geotechnical information (e.g., blow counts, geotechnical laboratory analysis,
etc.) will not be required for these soil borings. The Environmental Services Consultant must
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
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be present during these borings to gather soil information, screen soils at regular intervals,
and collect samples for environmental laboratory analysis, as needed.
I. Provide general rate sheets for items not covered in this Scope of Services.
J. Miscellaneous Additional Projects work will be completed on a task order basis. The level of
effort and associated unit rate costs will be negotiated per task order request.
6. Additional Information
A. All work shall be performed by qualified personnel under the supervision of a Registered
Professional Engineer in the State of Wisconsin. Reports shall bear the certificate and seal of
said Professional Engineer. ASTM or other recognized standard test methods and soil
classifications used in preparation of the reports shall be identified. The Geotechnical Services
Provider shall take all necessary precautions to prevent damage to all adjacent property. The
site is to be restored upon completion of drilling to its existing condition, including backfilling
of borings and patching of slabs and pavements. The City is not responsible for the cost of
repair or replacement of any drilling equipment utilized on this project due to difficult or
adverse subsurface conditions.
B. The entire soil profile is required from the surface to the indicated depth.
C. Additional geotechnical recommendations may be required for the structural design of storm
water junction chambers. Payment for these extra services will be negotiated at a later date,
if necessary.
D. The number of borings and depths are subject to change. Additional street borings or pond
projects may be added to this agreement, or borings/work may be deleted at any time.
E. It is the Geotechnical Services Provider’s responsibility to locate a dump site. The City will
not provide a location to dump the material for non-impacted soil borings. Impacted soil
borings will be containerized in drums and relocated to a dump site selected by the City’s
Project Manager.
F. This agreement will be per the City’s Agreement form only; unless the Geotechnical Services
Provider has a previously-approved services agreement on file with the City. A sample
agreement form is attached. The Geotechnical Services Provider’s standard or general
services agreement language will NOT apply.
G. Invoices for each Project shall only be submitted for payment after submittal of its report to
the City.
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
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PROPOSAL COST BREAKDOWN FOR SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING SERVICES
2023 CAPITAL IMPROVEMENT PROJECTS
COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 40 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: COOLIDGE AVENUE $
WEST LINCOLN AVENUE (ELMWOOD AVENUE TO JACKSON STREET)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 175 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: WEST LINCOLN AVENUE $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 2 of 9
MCKINLEY STREET (WEST LINCOLN AVENUE TO SCOTT STREET)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 60 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: MCKINLEY STREET $
ARTHUR AVENUE (NORTH SAWYER STREET TO BAUMAN STREET)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 120 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: ARTHUR AVENUE $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 3 of 9
TYLER AVENUE (NORTH SAWYER STREET TO BAUMAN STREET)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 150 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: TYLER AVENUE $
BAUMAN STREET (TYLER AVENUE TO VAN BUREN AVENUE)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 50 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: BAUMAN STREET $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 4 of 9
LAKE BUTTE DES MORTS DRIVE (RYF ROAD TO WESTWIND ROAD)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 275 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: LAKE BUTTE DES MORTS DRIVE $
OAK STREET (EAST IRVING AVENUE TO SIEWERT TRAIL)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 90 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: OAK STREET $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 5 of 9
BEECH STREET (CONGRESS AVENUE TO WEST MURDOCK AVENUE)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 120 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: BEECH STREET $
HOLLISTER AVENUE (ALGOMA BOULEVARD TO SHERIDAN STREET)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 75 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: HOLLISTER AVENUE $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 6 of 9
CLARKS COURT (HOLLISTER AVENUE TO THE CUL-DE-SAC
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 30 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: CLARKS COURT $
LAKESHORE PARK TRAIL
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 70 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: LAKESHORE PARK TRAIL $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 7 of 9
PARKING LOT IMPROVEMENTS (300 WEST PARKING LOT – 115 ALGOMA BOULEVARD)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 45 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: 300 WEST PARKING LOT $
PARKING LOT IMPROVEMENTS (400 WEST PARKING LOT – 17 CHURCH AVENUE)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Lump
Sum 1 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Lump
Sum 1 $ $
3. Soil Borings Feet 60 $ $
4.
Project Engineering and
Reporting
Lump
Sum 1 $ $
SUBTOTAL: 400 WEST PARKING LOT $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 8 of 9
MISCELLANEOUS ADDITIONAL PROJECT(S)
ITEM DESCRIPTION UNIT EST.
QTY.
BID UNIT PRICE PRICE BID TOTAL
1. Boring Layout
Per
Bore 15 $ $
2.
Mobilization/Daily
Travel/Traffic Control
Per
Bore 10 $ $
3. Soil Borings Feet 250 $ $
4.
Project Engineering and
Reporting
Per
Bore 10 $ $
SUBTOTAL: MISCELLANEOUS PROJECT(S) $
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Proposal Cost Breakdown_6-24-22.docx Page 9 of 9
MISCELLANEOUS/UNDISTRIBUTED ITEMS
STEAM CLEANING OF
DRILLING EQUIPMENT (UNIT COST $__________) X 7 TIMES = $_____________________________
ROCK CORING (UNIT COST $__________) X 100 FEET = $_____________________________
SOIL BORINGS (UNIT COST $__________) X 100 FEET = $_____________________________
BLIND DRILLING (UNIT COST $__________) X 100 FEET = $_____________________________
ENVIRONMENTAL-ONLY
DRILLING (UNIT COST $__________) X 100 FEET = $_____________________________
DRUMS FOR IMPACTED SOIL, INCLUDING RELOCATION TO CITY PROPERTY
(UNIT COST $__________) X 5 DRUMS =$______________________________
TOTAL PROPOSAL COST $_______________________________
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>BAUMAN ST
BAUMAN ST
COOLIDGE AVCOOLIDGE AV
23-C-123-C-2
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsCoolidge Ave
Ü06030Feet
Legend
>Coolidge Ave Soil Borings (20 ft Deep)
Coolidge Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>W LINCOLN AVW LINCOLN AV
WRIGHT ST
WRIGHT ST
JACKSON ST
JACKSON ST
23-L-123-L-2
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsWest Lincoln Avenue
Ü08040Feet
Legend
>W Lincoln Ave Soil Borings (25 ft Deep)
W Lincoln Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>>W LINCOLN AVW LINCOLN AVCHERRY ST
CHERRY ST
WISCONSIN ST
WISCONSIN ST
23-L-3
23-L-423-L-5
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsWest Lincoln Avenue
Ü08040Feet
Legend
>W Lincoln Ave Soil Borings (25 ft Deep)
W Lincoln Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>
>
W LINCOLN AVW LINCOLN AV CHERRY ST
CHERRY ST
MC KINLEY ST
MC KINLEY ST
E
L
M
W
O
O
D
A
V
E
L
M
W
O
O
D
A
V
23-L-6
23-L-7
23-L-8
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsWest Lincoln Avenue
Ü08040Feet
Legend
>W Lincoln Ave Soil Borings (25 ft Deep)
W Lincoln Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>
>
>
>
SCOTT AVSCOTT AV
MC KINLEY ST
MC KINLEY STJOHN AVJOHN AV
23-M-1
23-M-2
23-M-3
23-M-4
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsMcKinley Street
Ü08040Feet
Legend
>McKinley Street Soil Borings (15 ft Deep)
McKinley Street Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>>
BBAAUU
MM
AA
NN
SS
TT
ARTHUR AVARTHUR AV
JJOO
SSSS
LLYYNN
SSTT
23-A-1 23-A-223-A-3
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsArthur Avenue
Ü07035Feet
Legend
>Arthur Ave Soil Borings (20 ft Deep)
Arthur Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>>
BBUUCCHHAANNAANN AAVV
ARTHUR AVARTHUR AV 23-A-423-A-523-A-6
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsArthur Avenue
Ü07035Feet
Legend
>Arthur Ave Soil Borings (20 ft Deep)
Arthur Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>>TYLER AVTYLER AV
VAN BUREN AVVAN BUREN AV
COOLIDGE AVCOOLIDGE AV
BB
AA
UU
MM
AA
N
N
SS
TT
23-T-123-T-223-T-3
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsTyler Avenue
Ü09045Feet
Legend
>Tyler Ave Soil Borings (25 ft Deep)
Tyler Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>>>
VAN BUREN AVVAN BUREN AV
TYLER AVTYLER AV
COOLIDGE AVCOOLIDGE AV
JOSSLYN ST
JOSSLYN ST
N SAWYER ST
N SAWYER ST
23-T-423-T-523-T-6
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsTyler Avenue
Ü09045Feet
Legend
>Tyler Ave Soil Borings (25 ft Deep)
Tyler Ave Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>
>
BB
AA
UU
MM
AA
N
N
SS
TT
VAN BUREN AVVAN BUREN AV
TYLER AVTYLER AV
23-B-1
23-B-2
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsBauman Street
Ü06030Feet
Legend
>Bauman Street Soil Borings (25 ft Deep)
Bauman Street Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>
S
T
E
A
R
N
S
D
R
S
T
E
A
R
N
S
D
R
WW SSNNEELLLL RRDD
S
T
E
A
R
N
S
D
R
S
T
E
A
R
N
S
D
R
·_45
23-BDM-1
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsButte Des Morts Dr.
Ü03015Feet
Legend
>Butte Des Morts Dr Borings (25 ft deep)
Butte Des Morts Dr Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>
OOMMNNII DDRR
SSTTEEAARRNNSSDDRR
·_45
23-BDM-2
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsButte Des Morts Dr.
Ü03015Feet
Legend
>Butte Des Morts Dr Borings (25 ft deep)
Butte Des Morts Dr Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>
>
>
LL
AA
KK
EE
BB
UU
TT
TT
EE
DD
EE
SS
MM
OO
RR
TT
SS
DD
RR
·_45
·_45
23-BDM-3
23-BDM-4
23-BDM-5
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsButte Des Morts Dr.
Ü07537.5 Feet
Legend
>Butte Des Morts Dr Borings (25 ft deep)
Butte Des Morts Dr Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
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23-BDM-6
23-BDM-7
23-BDM-8
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsButte Des Morts Dr.
Ü07537.5 Feet
Legend
>Butte Des Morts Dr Borings (25 ft deep)
Butte Des Morts Dr Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA
>
>
>
S
T
E
A
R
N
S
D
R
S
T
E
A
R
N
S
D
R
LL
AA
KK
EE
BB
UU
TT
TT
EE
DD
EE
SS
MM
OO
RR
TT
SS
DD
RR
·_45
·_45
23-BDM-9
23-BDM-10
23-BDM-11
City of OshkoshEngineering Division
This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh.
2023 ProposedSoil BoringsButte Des Morts Dr.
Ü07537.5 Feet
Legend
>Butte Des Morts Dr Borings (25 ft deep)
Butte Des Morts Dr Project Area
Created by Eric Shew
DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA