HomeMy WebLinkAboutCAG2022-371 - Amendment - #2 - GeoEngineers, Inc. - Mill Creek Canyon Earthworks Park Preliminary Geotechnical Report - 01/06/2023Ap
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Originator:Department:
Date Sent:Date Required:
Authorized to Sign:
Director or Designee Mayor
Date of Council Approval:
Grant? Yes No
Type:
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Date Received by City Attorney:
Comments:
Date Routed to the Mayor’s Office:
Date Routed to the City Clerk’s Office:
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Vendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Basis for Selection of Contractor:
Termination Date:
Local Business? Yes No*
Business License Verification: Yes In-Process Exempt (KCC 5.01.045)
If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
Yes No
Contract Number:
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms.
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
Budget Account Number:
Budget? Yes No
Dir Asst:
Sup/Mgr:
Dir/Dep:
rev. 20200218
FOR CITY OF KENT OFFICIAL USE ONLY
(Optional)
* Memo to Mayor must be attached
N/A
N/A
KateLynn Jennings for Bryan Higgins Parks, Recreation & Community Services
1/23/2023 Soonest possible please
4 N/A
P21036.64190.530
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N/A
Contract
33039 Amendment
$6,635
9/12/2022
Other
7/31/2023
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AMENDMENT - 1 OF 2
AMENDMENT NO. 2
NAME OF CONSULTANT OR VENDOR: GeoEngineers, Inc.
CONTRACT NAME & PROJECT NUMBER: Mill Creek Canyon Earthworks Park Preliminary
Geotechnical Report/ CAG2022-371
ORIGINAL AGREEMENT DATE: September 12, 2022
This Amendment is made between the City and the above-referenced Consultant or
Vendor and amends the original Agreement and all prior Amendments. All other provisions of
the original Agreement or prior Amendments not inconsistent with this Amendment shall remain
in full force and effect. For valuable consideration and by mutual consent of the parties,
Consultant or Vendor’s work is modified as follows:
1. Section I of the Agreement, entitled “Description of Work,” is hereby modified to
add additional work or revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, the Consultant or Vendor shall:
Provide additional geotechnical services, outlined in the Proposal,
attached and incorporated as Exhibit A.
2. The contract amount and time for performance provisions of Section II “Time of
Completion,” and Section III, “Compensation,” are modified as follows:
Original Contract Sum,
including applicable WSST
$12,616
Net Change by Previous Amendments
including applicable WSST
$0
Current Contract Amount
including all previous amendments
$12,616
Current Amendment Sum $6,635
Applicable WSST Tax on this
Amendment
$0
Revised Contract Sum $19,251
AMENDMENT - 2 OF 2
Original Time for Completion
(insert date)
12/31/2022
Revised Time for Completion under
prior Amendments
(insert date)
07/31/2023
Add’l Days Required (±) for this
Amendment
0 calendar days
Revised Time for Completion
(insert date)
07/31/2023
The Consultant or Vendor accepts all requirements of this Amendment by signing below,
by its signature waives any protest or claim it may have regarding this Amendment, and
acknowledges and accepts that this Amendment constitutes full payment and final settlement of
all claims of any kind or nature arising from or connected with any work either covered or
affected by this Amendment, including, without limitation, claims related to contract time,
contract acceleration, onsite or home office overhead, or lost profits. This Amendment, unless
otherwise provided, does not relieve the Consultant or Vendor from strict compliance with the
guarantee and warranty provisions of the original Agreement.
All acts consistent with the authority of the Agreement, previous Amendments (if any),
and this Amendment, prior to the effective date of this Amendment, are hereby ratified and
affirmed, and the terms of the Agreement, previous Amendments (if any), and this Amendment
shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this Amendment, which is binding on the parties of this contract.
IN WITNESS, the parties below have executed this Amendment, which will
become effective on the last date written below.
CONSULTANT/VENDOR:
By:
Print Name:
Its
DATE:
CITY OF KENT:
By:
Print Name:
Its
DATE:
ATTEST:
___________________________
Kent City Clerk
[In this field, you may enter the electronic filepath where the contract has been saved]
Terry Jungman (Jan 23, 2023 09:55 PST)
Terry Jungman
Terry Jungman
Parks Planning and Development Manager
01/23/23
Lyle J Stone (Feb 6, 2023 10:50 PST)
Lyle J Stone
Associate Geotechnical Engineer
6-Jan-2023
1101 South Fawcett Avenue, Suite 200
Tacoma, Washington 98402
253.383.4940
EXHIBIT A
SCOPE OF SERVICES
CITY OF KENT
MILL CREEK CANYON IMPROVEMENTS
ADDITIONAL SERVICES
KENT, WASHINGTON
JANUARY 5, 2023
FILE NO. 0410-139-05
INTRODUCTION AND PROJECT UNDERSTANDING
The purpose of our services is to provide additional geotechnical engineering services for the Mill Creek
Canyon Improvements project. The project area is generally located adjacent to the west of Canyon Drive
and 97th Place South in Kent, Washington. Our project understanding is based on discussions with City of
Kent (City) personnel and our previous involvement with the project. We previously provided a revised
Preliminary Geotechnical Engineering Services Report for the project dated December 12, 2022 (2022
Preliminary Report). Our 2022 Preliminary Report provided general recommendations pertaining to six
potential improvement areas (three new footbridge structures, two potential new suspension bridge
structure locations, and one area of observed slope erosion [slump]) at the project site.
Based on recent discussions with the City, we understand that the City wants to expand our services to
include providing preliminary recommendations and considerations for a third potential new suspension
bridge location, providing detailed recommendations for repair of the slump discussed in our 2022
Preliminary Report, and providing geotechnical recommendations for repair of hillside disturbance caused
by unauthorized activity at the site. We understand that hillside disturbance has been observed at several
locations throughout the canyon and the City wants to develop a standard geotechnical repair plan that can
be referenced for remediation.
SCOPE OF SERVICES
Additional Geotechnical Services
1. Review existing geotechnical information in our files and readily available geological information for
the project site as a baseline for understanding anticipated site subsurface conditions. Note that this
was also completed during preparation of our 2022 Preliminary Report; we will review the collected
information and any other resources, as applicable, as part of this study.
2. Visit the project site to observe and evaluate the existing site conditions. We anticipate that this task
will include an on-site meeting with City personnel and a trail repair firm at the slump location,
observation of the site conditions at the third potential suspension bridge location, and observation
City of Kent | January 5, 2023 Page 2
File No. 0410-139-05
of site conditions at some of areas of hillside disturbance. We have assumed that these areas can be
observed during one site visit.
3. Provide a discussion on geotechnical considerations for the potential suspension bridge, including
anticipated foundation support alternatives and potential impacts of existing critical areas.
4. Revise or prepare an addendum to our 2022 Preliminary Report that presents the results of our
additional studies.
5. Provide recommendations for rebuilding the slump area based on our conversations with City and trail
repair personnel. We anticipate repair options could include rebuilding the slump with structural fill
consisting of large rock or quarry spalls, or construction of a new reinforced slope system.
6. Provide standard recommendations for repair of hillside disturbance. We anticipate this will include
recommended temporary and permanent slopes, subgrade preparation, structural fill placement, and
general erosion protection.
7. Prepare a design memorandum outlining our slope repair recommendations for use and reference by
the City’s trail repair contractor.
8. Provide additional consultation after issuing our report addendum, as required and requested. We
anticipate that this could include meetings or follow up discussion on our study. We have budgeted
4 hours each for a Project Engineer and an Associate Engineer to cover this contingency.
SCHEDULE, TERMS, AND BUDGET
The schedule for our design support services will be coordinated with the City. We anticipate we can provide
our deliverable within 3 to 4 weeks of completing our site visit. We anticipate that our services will be
provided in accordance with the existing terms of our agreement dated July 28, 2022. The fee for our
services will be determined on a time-and-expense basis in accordance with the attached budget estimate.
We will keep you informed of project status and advise you if it appears appropriate to modify the scope
and budget. We will not exceed this amount without first notifying you of the circumstances, discussing
options, and receiving direction.
CJL:LJS:leh
Attachment:
Exhibit B-1. Fee Estimate
Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a
copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record.
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Signature:
Email:
Melissa McCormick (Feb 6, 2023 13:08 PST)
Melissa McCormick
cityclerk@kentwa.gov
GeoEngineers-GeotechPrelimReport-AMENDM
ENT 2
Final Audit Report 2023-02-06
Created:2023-01-23
By:KateLynn Jennings (kjennings@kentwa.gov)
Status:Signed
Transaction ID:CBJCHBCAABAAdHnZ39gQNki4VAVtDIdChxZTwVmMnBb9
"GeoEngineers-GeotechPrelimReport-AMENDMENT 2" History
Document created by KateLynn Jennings (kjennings@kentwa.gov)
2023-01-23 - 4:46:34 PM GMT- IP address: 146.129.252.126
Document emailed to tjungman@kentwa.gov for signature
2023-01-23 - 4:48:49 PM GMT
Email viewed by tjungman@kentwa.gov
2023-01-23 - 5:55:21 PM GMT- IP address: 146.129.252.126
Signer tjungman@kentwa.gov entered name at signing as Terry Jungman
2023-01-23 - 5:55:47 PM GMT- IP address: 146.129.252.126
Document e-signed by Terry Jungman (tjungman@kentwa.gov)
Signature Date: 2023-01-23 - 5:55:49 PM GMT - Time Source: server- IP address: 146.129.252.126
Document emailed to lstone@geoengineers.com for signature
2023-01-23 - 5:55:50 PM GMT
Email viewed by lstone@geoengineers.com
2023-02-06 - 6:48:44 PM GMT- IP address: 104.47.66.126
Signer lstone@geoengineers.com entered name at signing as Lyle J Stone
2023-02-06 - 6:50:57 PM GMT- IP address: 50.238.252.130
Document e-signed by Lyle J Stone (lstone@geoengineers.com)
Signature Date: 2023-02-06 - 6:50:59 PM GMT - Time Source: server- IP address: 50.238.252.130
Document emailed to Kim Komoto (kkomoto@kentwa.gov) for signature
2023-02-06 - 6:51:00 PM GMT
Email viewed by Kim Komoto (kkomoto@kentwa.gov)
2023-02-06 - 6:53:53 PM GMT- IP address: 146.129.252.126
Document e-signed by Kim Komoto (kkomoto@kentwa.gov)
Signature Date: 2023-02-06 - 6:54:19 PM GMT - Time Source: server- IP address: 146.129.252.126
Document emailed to cityclerk@kentwa.gov for signature
2023-02-06 - 6:54:20 PM GMT
Email viewed by cityclerk@kentwa.gov
2023-02-06 - 9:07:45 PM GMT- IP address: 146.129.252.126
Signer cityclerk@kentwa.gov entered name at signing as Melissa McCormick
2023-02-06 - 9:08:10 PM GMT- IP address: 146.129.252.126
Document e-signed by Melissa McCormick (cityclerk@kentwa.gov)
Signature Date: 2023-02-06 - 9:08:12 PM GMT - Time Source: server- IP address: 146.129.252.126
Agreement completed.
2023-02-06 - 9:08:12 PM GMT