HomeMy WebLinkAbout1984-025 Geotechnical StudiesCONSULTANTS
William L. Shannon, P.E.
Stanley D. Wilson, P.E.
III
SHANNON & WILSON, INC.
Geotechnical Consultants
2255 S.W. Canyon Road. Portland, Oregon 97201 .Telephone: (503) 223-6147
0-1733-01
July 10, 1984
City of Ashland
Ashland, Oregon 97520
Attn: Alan A. Alsing, P.E.
Director of Public Works
PROPOSAL FOR GEOTECHNICAL STUDIES
IN RELATION TO LITHIA PARK VILLAGE PUD
ASHLAND, OREGON
Gentlemen:
In accordance with your request, transmitted by letter dated July 2, 1984,
we are pleased to submit this proposal for services in connection with a
geotechnical study at Lithia Park Village in Ashland, Oregon. To assist
us in the preparation of our proposal we have received an anticipated
scope of services from you and understand there is available certain other
documents in your office which you will transmit upon request. In
addition to the proposed study, we may also be required to provide
possible support in litigation proceedings, the costs of which are not
included herein.
The site of the proposed development is on the west side of the valley
within which the City of Ashland is located. At the present time the
development has been partially constructed in that the roads have been
rough graded and some culverts have been placed. At the present time,
however, the project has been "shut down" because of difficulties with
compliance as set forth by the plans and specifications as submitted to
the Engineering Department of the City of Ashland for approval, as well as
Walter L. Wright, P.E.
Senior Vice-PresidentANestern Region
Associate: K. Frank Fujitani, P.E.
David E. Hilts, P.E.
Vice-President & Manager
Seattle · Portland · Spokane · Fairbanks · St. Louis · Anchorage
0-1733-01
City of Ashland
July 10, 1984
Page 2
the conditions stipulated in the permit to proceed.
information from previous reviews and project
available.
Limited subsurface
work is apparently
Based on our understanding of the study for the project, as well as the
anticipated adversarial conditions, we propose the following scope of
work, as outlined in your letter dated July 2, 1984.
Preliminary site visit and overview to establish a project plan and
detail important deadlines, product delivery dates, and review
meetings. Participate in a start-up meeting with city staff for
both background information and to project future coordination
effort.
e
Accomplish a detailed site reconnaissance of the property involved,
for the purpose of viewing and evaluating the work that has been
accomplished to date as well as its potential impact upon adjacent
property and facilities. In addition, we will review the compliance
of the work accomplished to date with any geotechnical criteria set
forth in the relevant documents submitted to the City Engineers
office or imposed at the time of the issuance of the permit. At the
time of the on-site review, criteria would be established as to what
data would be necessary to obtain a factual basis as to the type of
materials involved in the cuts and fills, as well as what conditions
currently exist. This may require some field and laboratory testing
to determine the relevant engineering properties of the material.
e
Review the previous engineering/geology report, "Lithia Homes
Development, Upper Granite Street, Ashland, Oregon", by Hicks &
Cloyd, as well as other information which may be available in the
literature.
0-1733-01
City of Ashland
July 10, 1984
Page 3
Following the investigation and collection of data, prepare a report
of conditions and recommendations for erosion control. This report
will include the following: a) evaluation and recommendations
regarding the existing erosion potential of the subject subdivision,
with specific emphasis upon the adequacy of the in-place control
measures to provide the protection for which they were constructed,
not only during the coming winter, but in the future; b) an
evaluation of the erosion control measures presently in place, in
relation to their suitability to provide protection over an
indefinite time, including their suitability to go through another
winter and into the indefinite future, with resulting
recommendations for further remedial action which might be required
this summer to prevent unsafe conditions during one more winter; c)
in the event the project is abandoned by the developer, an
evaluation of what measures that are presently in place are not
suitable, and what measures should be taken to prevent occurrence of
unsafe conditions in the future. These evaluations would be
categorized to such items as human life, existing development, and
natural resources. The evaluations would not address unsafe natural
conditions of the pre-existing site.
Following the completion of the report, present the findings to the
Ashl and City Council.
It is assumed that much of the data is currently available and such data
that is not available, such as vertical photography, existing topography
and pre-existing topography would be provided to us at no cost, and that
in the event a small backhoe or excavation equipment may be required for
limited explorations, that the City would provide this at no cost to us.
It is also understood that there may be trespass problems upon the
property and that the City would save Shannon & Wilson, its officers,
0-1733-01
City of Ashland
July 10, 1984
Page 4
employees and agents harmless from any such lawsuits or allegations
thereof, and adequately defend the firm, its officers and employees from
any and all costs associated with any subsequent outcome, assuming that
such acts performed by Shannon & Wilson, its officers, employees and
agents are done in agreement with the City staff.
Our fee for the work and the terms under which our services are offered
would be in accordance with the attached Fee Schedule F-1L/C, and attached
is a breakdown of estimated costs. We estimate the cost for the work
outlined herein to be $7,935.00, and if there are any changes or
additions, they will be negotiated with you and your staff prior to
execution.
It is understood that plans, site surveys, rights-of-entry, and other
necessary information that would be of assistance to us in our
investigation would be made available. Of particular importance is the
location of underground utilities in the vicintiy of any area in which we
undertake explorations.
Should you have any questions regarding the scope of work outlined in this
letter, please contact us at your convlenience.
Very truly yours, x/~ //~
B/waYt~r~l~. WriSt? ~E~ Senior Vice Presj~ent
WLW/dr
Enclosures
Accepted and Executed this ~ ~
day of .~_~ /~ , 1984.
L. Gordon Medaris, Mayor
City of Ashland
Nan E. Franklin, City Recorder
City of Ashland
0-1733-01
COST ESTIMATE
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e
o
Initial Site Visit and Meeting with
City Staff (includes transportation
and subsistance)
Field Explorations:
a. Backhoe Rental (optional)
b. Mob/Demob.
c. Work at Site
d. Transportation & Subsistance
Laboratory:
a. Water Contents, etc.
b. Compaction Tests
c. Gradation Tests
$875.00
$360.00
640.00
320.00
300.O0
$ 80.00
450.00
150.00
Engineering:
a. Vice President-4 days @ $680.00 2,720.00
b. Staff Engineer-2 days @ $320.00 640.00
c. Transportation & Subsistance 200.00
Report:
a. Drafting $300.00
b. Typing $200.00
$ 875.00
$1,620.00
$ 680.00
$3,560.00
$ 500.00
Sub-Total $7,235.00
Contingency $ 700.00
TOTAL $7,935.00
NOTE: No additional costs included following presentation of report to
City Council.
SHANNON & WILSON, INC.
GEOTECHNICAL CONSULTANTS
AGREEMENT FOR PROFESSIONAL SERVICES
Attachment to and part of Letter Proposal
dated July 10, 1984
To City of Ashland
1. PROFESSIONAL SERVICES BY STAFF AND OFFICERS
Fees for services are based on the time expended on the project, including travel time, by professional, technical, and
clerical personnel. The fee will be computed by multiplying by 2.4 the payroll cost charged to the project. The payroll
cost will consist of the employees' salaries charged to the project, plus twenty-nine percent (29%) for payroll taxes
and employee benefits.
2. KEIMBURSABLE EXPENSES
Expenses other than salary costs that are directly attributable to our professional services are invoiced at our cost plus
5 percent. Examples o~ these expenses include but are not limited to out of town travel expenses, long distance telephone
charges, use of personal and rental cars, job related supplies such as explosives on geophysical surveys, piezometers, and
other instruments, special fees and permits, premiums for additional or special insurance where required.
3. SERVICES BY OTHERS
When considered necessary, other firms or consultants may be utilized with your approval. The cost of services of other
consultants or firms will be marked up 5% (or as otherwise agreed in writing) to cover taxes and other overhead-type
expenses, and will be included in our invoice. Both Stanley D. Wilson and William L. Shannon are retired from the firm
but are available as consultants at an agreed rate.
4. BORINGS, GEOPHYSICAL SURVEYS AND OTHER EXPLORATIONS~ FIELD TESTS, AND LABORATORY TESTS
Borings, geophysical surveys, pile loading tests, plate bearing tests, and other field tests conducted using our equipment
and personnel will be billed at either (1) the charge for labor, as computed under the first paragraph of this schedule,
plus the rental of equipment at rates shown on the attached Equipment Rental Schedule, or (2) unit prices. Where borings
and other explorations and tests are required which we cannot perform, we will engage a contractor(s) experienced in this
work and will invoice you for the contractor's services plus 12 percent. An exception would be work performed by
Fairbanks Drilling Company, a wholly owned subsidiary of Shannon & Wilson. Their invoices will be included in our invoice
without markup. Laboratory tests performed using our equipment and personnel will be billed at either (1) the charge for
labor, as computed under the first paragraph of this schedule, plus $2 for each man hour of laboratory testing, or
(2) unit prices.
5. COMPUTER CHARGES
The use of in-house computers will be invoiced at rates shown on the attached Equipment Rental Schedule. The use of
leased or other non-owned computers will be invoiced at our cost plus 100 percent.
6. RIGHT-OF-ENTRY
Unless otherwise agreed, you will furnish us right-of-entry on the land and be responsible for the propriety of the time,
place and manner of our entry upon the land where we are to make borings, surveys and other explorations. We will take
reasonable precautions to minimize damage to the land from use of equipment, but have not included in our fee the cost of
restoration of ~le land. If you desire us to restore the land to its approximate former condition (i.e., compaction of
backfill, pavement patching, etc.), we will accomplish this and add the cost plus 12% to our fee. You agree to hold us
harmless from any loss suffered by Shannon & Wilson as a result of entry on land for the purposes described in this
paragraph.
7. BURIED UTILITIES
If there are any buried utilities such as sewer, electric, etc., on the land, you will provide us with a location plan
showing existing utilities on the site where exploration(s) is to be made. We and our subcontractors will use reasonable
care and diligence to avoid contact with utilities as shown. You will hold Shannon & wilson and Shannon & Wilson subcon-
tractors harmless from any loss resulting from inaccuracy of the plans, or lack of plans, relating to the location of
underground utilities.
8. SAMPLES
Ail samples of soil and rock will be discarded 30 days after submission of Our final report unless you advise us to
deliver the samples to you, charges collect, or to store them for an agreed storage charge.
9. WORK24EN'S COMPENSATION INSURANCE
We are subject to workmen's compensation insurance (and/or employer's liability insurance) as required by applicable
state statute.
10. GENERAL LIABILITY AND LIMITATION THEREOF
Shannon & Wilson agrees to hold you harmless and to indemnify and defend you on account of any liability due to bodily
injury or property damage arising directly out of our negligent operational acts, but such hold harmless and indemnity
will be limited to that covered by our comprehensive general liability insurance and not otherwise. We carry comprehen-
sive general liability insurance, which, subject to its limits, terms and conditions, provides protection against
liability arising out of bodily injury and property damage that is the direct result of our operational negligence. At
your request, we will provide certificates evidencing such coverage and will purchase additional limits of liability
that you may require as a separate cost item to be borne by you.
In the event Shannon & Wilson is subjected to non-meritorious claims or lawsuits (where the plaintiff does not prevail)
brought by any party in connection with services rendered, or otherwise arising for any reason from the construction
which is the subject of this contract, you agree to hold Shannon & Wilson harmless from actual losses and costs incurred,
F-1L/C (over)
ll.
12.
13.
14.
including time spent by Shannon & Wilson personnel, charged at normal rates, and also including attorneys' fees and 6ther
expert or service fees incurred by Shannon & Wilson in connection with such claims or lawsuits. Your hold harmless agree-
ment is limited to losses of the type described above and does not include payment of any judgment against Shannon & Wilson
because none would be incurred in a non-meritorious claim or lawsuit. In the event Shannon & Wilson is found liable in the
trial of any such lawsuit, then and in that event this hold harmless and indemnity agreement becomes null and void and you
will not be responsible for any of the losses or costs referred to herein.
Shannon & Wilson shall have the absolute right to decide whether any such claim or lawsuit shall be settled. Proportional
contribution to any such settlement shall be a matter of agreement between Shannon & Wilson and yourself, but if such
settlement is made, Shannon & Wilson and you shall each pay one-half of the losses and costs incurred in connection with
the claim or lawsuit as described herein, share and share alike.
PROFESSIONAL LIABILITY AND LIMITATION THEREOF
This paragraph relates only to Professional Liability and not General Liability. Should we or any of our agents or employees
be found to have been negligent in the performance of professional services from which you sustain damages, you will agree to
limit your recoverable damages from such liability, plus any claims for cost of defense or other incurred costs to an aggre-
gate amount not to exceed $50,000 or our fee (as computed under the first paragraph of this schedule) whichever amount is
greater. In the event that you are unwilling or unable to limit our professional liability to these sums, we will waive
this limitation upon written request, provided that you agree to pay for this waiver an additional consideration of four
percent (4%) of our total fee, or $200.00, whichever is greater. If you do not exercise your written option as set forth
above at the time you accept this agreement for professional services, it is agreed that you accept the $50,000 limitation
set forth in this paragraph.
PAYMENTS TO ENGINEER
Invoices will be submitted periodically for prior services. Payment will be due upon receipt of invoice. An account will
become delinquent thirty days after date of billing. It is agreed that a late charge will be added to delinquent accounts
at the rate of one-and-one-half percent (1-1/2%) for each thirty days delinquent (provided the rate of such late charge
shall not exceed the maximum allowable by the laws of the state in which our office submitting the invoice is located). If
you fail to make payments to us within 30 days of receipt of invoice, we may, after giving seven days written notice to you,
suspend services.
OTHER PROVISIONS
Neither party shall hold the other responsible for damages or delay in performance caused by acts of God, strikes, lockouts,
accidents, or other events beyond the control of the other or the other's employees and agents.
One or more waivers by either party of any provision, term, condition, or covenant, shall not be construed by the other
party as a waiver of a subsequent breach of the same by the other party.
It is understood and agreed that we have not been retained or compensated to provide design and construction review services
relating to the safety precautions of any contractor or subcontractor who may work on the project and that we will not be
providing such services.
An opinion of construction cost prepared by us represents our judgment as a design professional and is supplied for your
general guidance. Since we have no control over the cost of labor and material, or over competitive bidding or market
conditions, we do not guarantee the accuracy of our opinion as compared to contractor bids of actual cost to the owner.
Where tests are performed within a borehole (such as borehole logger, Goodman jack, seismic compression and shear wave),
it is possible that damage to or loss of the borehole may occur. In such event, you agree to release us from all liability
for loss of borehole from any cause while or after our services are performed. We agree to accept the risk of loss or
damage to our equipment while inserted in a borehole.
In the event there is a dispute between Shannon & Wilson and yourself concerning the performance of any provision in this
agreement, the losing party shall pay the prevailing party reasonable attorneys' fees and costs as determined by the court.
Test borings and test pits are an accepted and informative means of soil investigation. However, in the nature of things
they cannot indicate with 100% certainty the nature of the soil conditions between the test penetrations. Therefore, a
report based on test borings or test pits cannot guarantee 100% the nature of the soil between the test penetrations. If
conditions different than are indicated in our report come to your attention after you receive the report, it is recormmended
that you contact Shannon & Wilson immediately to authorize appropriate further investigation and to inform Shannon & Wilson
completely on what you have discovered.
TERMINATION
This agreement may be terminated by either party by seven days written notice in event of substantial failure to perform in
accordance with the terms of the agreement by the other party through no fault of the terminating party. If this agreement
is terminated, it is agreed that we shall be paid for services performed to the termination notice date, including reimburs-
able expenses due, plus termination expenses. Termination expenses are defined as 15% of our total fee for services earned
to the time of termination to accoutnt for our costs of rescheduling adjustments, reassignment of personnel, and related
costs incurred due to termination.
F-1L/C