City of Redmond Logo
File #: AM No. 19-153   
Type: Consent Item Status: Passed
File created: In control: City Council
On agenda: 10/15/2019 Final action: 10/15/2019
Title: Approval of Supplemental Agreement No. 1 to the Consultant Agreement with Gray & Osborne for Engineering and Construction Support Services in the Amount of $726,452, for the SE Redmond Tank Painting and Seismic Upgrade, Project No. 20021801
Attachments: 1. Agenda Memo No. 19-153, 2. Attachment A: Vicinity Map, 3. Attachment B: Supplemental Agreement No. 1

MEMO TO:                     Members of the City Council

FROM:                     Mayor John Marchione

SUBJECT:                     


title

Approval of Supplemental Agreement No. 1 to the Consultant Agreement with Gray & Osborne for Engineering and Construction Support Services in the Amount of $726,452, for the SE Redmond Tank Painting and Seismic Upgrade, Project No. 20021801

 

 

I.                     RECOMMENDED ACTION

recommendation


Recommend Council approve Supplemental Agreement No. 1 to the Consultant Agreement with Gray & Osborne for Engineering and Construction Support Services in the Amount of $726,452, for the SE Redmond Tank Painting & Seismic Upgrade, Project No. 20021801

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II.                     DEPARTMENT CONTACTS

 

Dave Juarez, Public Works Director

425-556-2733

Gary Schimek, Environmental and Utility Services, Division Manager

425-556-2742

Lynn Arakaki, Senior Engineer, Environmental and Utility Services

425-556-2841

Joseph O’Leary, Senior Project Manager, Construction Division

425-556-2738

 

III.                     DESCRIPTION/BACKGROUND

 

The City owns and operates a four and one-half million-gallon (4.5 MG) water storage tank in SE Redmond.  The tank is located at 18609 NE 65th St., across the street from Fire Station 16 and Genie Industries.  The steel tank was constructed in 1996 and is scheduled for exterior and interior paint recoating.

The contract consultant, Gray & Osborne Inc., has completed their preliminary evaluation of the existing tank coatings as well as the seismic structural design from 1996. The evaluation report recommends that the tank re-coatings move forward, and the seismic design be updated to a higher structural performance level. This project will also make other improvements to the tank, installing new safety railings, storm gutters, support piping and telemetry system updates.

The water tank will need to be taken off-line and drained during construction to recoat the interior surfaces and to upgrade the seismic system. The temporary shutdown will occur outside of the summer peak period. The shutdown will have no impact to water service because of the built-in redundancy of the City water system. Education Hill and Perrigo water tanks are capable of providing continuous water supply while the SE Redmond Tank is under construction.

 

 

IV.                     PREVIOUS DISCUSSIONS HELD

 

Date

Action / Committee Presentation

04/16/2019

Committee of the Whole meeting

05/07/2019

City Council meeting - Consent

10/08/2019

Committee of the Whole meeting

Today

City Council meeting - Consent Supplement 1

 

V.                     IMPACT

 

A.                     Service/Delivery:

 

When the SE Redmond Tank painting and seismic upgrade is completed, the water storage tank will have an extended life cycle and will continue to deliver water utility service to business and residences for many more years. Further, the steel tank will have an increased structural strength in withstanding damage from an earthquake.

 

B.                     Fiscal Note:

 

Project was fully funded with Council approval of 2019-2020 budget.

 

Design Phase

$ 611,383

Construction Phase

$ 5,276,315

Total Estimated Project Cost

$ 5,887,698

Project Funding

$5,887,698

 

VI.                     ALTERNATIVES TO STAFF RECOMMENDATION

 

The Council may reject the proposed consultant agreement for the painting and seismic upgrade for SE Redmond Tank. Delaying the painting protective coating and seismic upgrade could reduce the operational performance of the water tank.

 

VII.                     TIME CONSTRAINTS

The water tank diameter is over 100 feet, the height is over 60 feet. The exterior and interior tank paint surfaces will have to be sand blasted and painted. The tank interior and exterior area covers a larger area than two football fields. The seismic work will also be time consuming. The outer steel tank ring will likely have to be reinforced. Construction for the project may take up to ten months.

 

VIII.                     LIST OF ATTACHMENTS

 

Attachment A: Vicinity Map

Attachment B: Supplemental Agreement No. 1