HomeMy WebLinkAboutUtilities 2013-04-01 COMPLETE AGENDA PACKET(0j
City of Tukwila
Utilities Committee
•• Joe Duffie, Chair
❖ Allan Ekberg
•• Verna Seal
AGENDA
MONDAY, APRIL 1, 2013
Time: 5:00 PM
Distribution:
J. Duffle
A. Ekberg
V. Seal
K. Hougardy
Mayor Haggerton
D. Cline
K. Matej
B. Giberson
F. Iriarte
R. Tischmak
G. Labanara
S. Kerslake
Clerk File Copy
2 Extra
A. Le (e -mail pkt. pdf)
e -mail cover to:
C. O'Flaherty, D.
Almberg, B. Saxton,
S. Norris, M. Hart,
D. Robertson
Conference Room #1 (6300 Building)
Next Scheduled Meeting: Monday, April 15, 2013
t> The City of Tukwila strives to accommodate individuals with disabilities.
Please contact the Public Works Department at 206- 433 -0179 for assistance.
Item
Recommended Action
Page
1.
PRESENTATION(S)
2.
BUSINESS AGENDA
a) EMWS Emergency Storm Pipe Repair 11 -19 -12
Design Supplemental Agreement No. 1
a)
Forward to 4/08/13 C.O.W.
and 4/15/13 Regular Meeting
Pg. 1
b) Resolution to Surplus 2013 City Equipment
b)
Forward to 4/15/13 Regular
Pg. 17
Consent Agenda
3.
ANNOUNCEMENTS
4.
MISCELLANEOUS
Future Agendas:
- Adoption of SWCP
Next Scheduled Meeting: Monday, April 15, 2013
t> The City of Tukwila strives to accommodate individuals with disabilities.
Please contact the Public Works Department at 206- 433 -0179 for assistance.
p
City of Tukwila
Jim Haggerton, Mayot
INFORMATIONAL MEMORANDUM
TO: Mayor Haggerton
Utilities Committee
FROM: Bob Giberson, Public Works Director 41
-
By: Ryan Larson, Senior Engineer
DATE: March 29, 2013
SUBJECT: EMWS Emergency Storm Pipe Repair 11 -19 -12 / 2013 Annual Small Drainage
Project No. 91241206, Contract No. 13 -036
Supplemental Agreement No. 1
ISSUE
Approve Supplemental Agreement No. 1 to Contract No. 13 -036 with KPG, Inc. for final design
services for the East Marginal Way South (EMWS) Emergency Storm Pipe Repair 11 -19 -12 Project.
BACKGROUND
On November 19, 2012, a large sinkhole was created by a break in a 30 -inch storm water line on
East Marginal Way South just south of S 124th St. The pipe conveys storm water flows from the east
fork of Riverton Creek, as well as local drainage in the area near Group Health. The pipe is
corrugated metal (CMP) and is approximately 10' deep. KPG performed preliminary engineering
under this contract for $39,403.95 to investigate the location and condition of the pipe as well as
recommend which segments should be replaced.
ANALYSIS
The preliminary investigation determined that the failing three segments of this system should be
replaced as soon as practical due to various deficiencies. These include: the pipe crosses between
public and private property, the pipe is located beneath one building, a power pole appears to be
driven through the pipe causing a backwater condition, and the pipe is made up of failing sections
of undersized CMP. Additional design considerations include a review of existing easements,
extensive potholing to determine the actual location of the pipe and other utilities, and conducting a
geotechnical investigation to determine soil and ground water conditions and the location of any
contaminated fill materials.
The EMWS Emergency Storm Pipe Repair 11 -19 -12 Project is not budgeted, but given the poor
condition of this pipe it is recommended that design and repairs take place as soon as possible and
that design and construction funding come from the 2013 Annual Small Drainage Program. The
2013 SDP will not fully fund EMWS, so we are proposing that other projects be delayed one year to
provide additional design and construction funding. The delayed projects include; the Lower
Duwamish Surface Water Conveyance, Christensen Rd Surface Water Pipe and East Marginal
Way S Outfalls.
W: \PW Eng \ PROJECTS \A- DR Projects \EMW Emergency Storm Pipe Repair 11 -19 -12 (91241206) \Design \Info Memo KPG Final Design Suplement.doc
1
INFORMATIONAL MEMO
Page 2
BUDGET SUMMARY
Funding for the EMWS Emergency Storm Pipe Repair 11 -19 -12 Project will come from four projects
listed below:
Preliminary Design
Supplement No. 1- Final Design
Annual Small Drainage Program Design
East Marginal Way S. Outfalls
Christensen Rd Surface Water Pipe
Lower Duwamish Surface Water Conveyance
Contract and Funding Total $ 177,453.89
Contract
$ 39,403.95
138,049.94
Budget
$ 80,000.00
10,000.00
61,000.00
30,000.00
$ 181,000.00
RECOMMENDATION
The Council is being asked to approve the design supplemental agreement with KPG, Inc. in the
amount of $138,049.94 for the EMWS Emergency Storm Pipe Repair 11 -19 -12 Project and
consider this item at the April 8, 2013 Committee of the Whole meeting and subsequent April 15,
2013 Regular Meeting.
Attachments: Consultant Agreement
Location Map
CIP Page 136 (Annual Small Drainage Program)
CIP Page 142 (East Marginal Way S. Outfalls)
CIP Page 143 (Christensen Rd. Surface Water Pipe)
CIP Page 145 (Lower Duwamish Surface Water Conveyance)
W: \PW Eng \ PROJECTS \A- DR Projects \EMW Emergency Storm Pipe Repair 11 -19 -12 (91241206) \Design \Info Memo KPG Final Design Suplement.doc
2
SUPPLEMENTAL AGREEMENT No. 1
AGREEMENT No. 13-036
PROJECT No. 91241206
City of Tukwila
Public Works Department
6300 Southcenter Boulevard #100
Tukwila, WA 98188
KPG, inc.
753 - 9th Avenue N.
Seattle, WA 98109
PROJECT: E. Marginal Way Emergency Stormwater Pipe Repairs — Final Design Services
This SUPPLEMENTAL AGREEMENT NO. 1 is to supplement the agreement entered into with KPG,
Inc. and the City of Tukwila, which was executed on the 5ffi day of February, 2013.
All provisions in the basic agreement remain in effect, except as expressly modified as follows:
Article 2, Scope of Services, shall be supplemented with the following:
The Consultant agrees to provide final design services in accordance with the scope of work included as
Exhibit A.
Article 4, Payment, shall be m.�ified as follows:
Payment for work provided by Consultant shall be made as provided on Exhibit B. attached hereto,
provided that the total amount of payment to the Consultant for this work not exceed $138,049.94 without
express written modification of The Agreement signed by the City. The new total contract shall not exceed
$177,453.89 without express written modification of the Agreement signed by the City.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day
of _,2013.
APPROVED: APPROVED:
CITY OF TUKWILA KPCu, INC.
Jim Hac,gerton
Mayor
Attested:
Christy O'Huherty,, City Clerk
Nelson Davis, P.E.
Principal
3
EXHIBIT A
City of Tukwila
E. Marginal Way S.
Emergency Stormwater Pipe Repairs
Supplement No. 1 - Final Design
Scope of Work
March 26, 2013
PURPOSE:
This purpose of this supplement is to perform geotechnical review, utility potholing, right
of way and easement research, final design, and cost estimating for replacement of an
aging 36-inch stormwater pipe along E. Marginal Way S. between approximately 12500
and S 120th Place. A sink hole was discovered directly above the pipe in November of
2012 due to a localized pipe collapse. Spot repair of the pipe and limited video work
revealed that the pipe is in extremely poor condition and requires replacement. The
replacement pipe will be upsized to 48-inch to match other replaced segments along the
stream reach and reduce the likelihood of upstream flooding during heavy rainfall
events.
90% Design drawings and cost estimates will be prepared for the entire pipe reach from
the inlet to the existing 48-inch pipe just south of S 120th Street. Based on available
budget, it is anticipated that only a portion of the pipe replacement will be advanced to
final bid documents and construction. The remaining portion will be finalized for bid and
construction in the future.
This supplement supercedes and provides a credit for the remaining budget from the
original authorization. Due to poor pipe conditions encountered, an extensive review of
alternatives was not necessary to determine the preferred final design approach as
anticipated in the original contract authorization.
City of Tukwila
EMW Storm Final Design Page 1 of 6
KPG
March 26, 2013
4
SCOPE OF WORK:
Task 1 — Management, Coordination & Administration
2.1 The estimated project duration is 4 months. The Consultant shall provide overall
project management including:
• Project staff management and coordination
• Subconsultant management and coordination
• Schedule and budget monitoring and reporting
Task 2 — Field Investigations
2.1 The Consultant shall coordinate geotechnical review to determine groundwater
depths, trenching recommendations, and other information for construction of the
new pipeline. Geotechnical review will be performed by Geo Design under
subcontract to the Consultant and will include the following work:
• Review available existing geotechnical, geological, and environmental reports
for the immediate area along the alignment and recent maintenance surveys
of the existing pipeline.
• Select/revise proposed boring locations and coordinate and manage the field
investigation, including obtaining a street-use right-of-way permit from the City
of Tukwila (City). A street-use right-of-way application is required along with
a proposed traffic control plan.
• Mark boring locations and request public utility locates. A separate trip to the
site will be necessary to mark the boring locations in order to get the utility
locates completed, to evaluate traffic control requirements, and to identify
which bus stops may be impacted or parking spots that will need to be closed
during the field work. The traffic control plan and identification of parking
spots or driveways that will need to be blocked off during the drilling and
anticipated work hours will be provided in the traffic control plan submitted
with the right-of-way permit application.
• Explore subsurface conditions by completing up to five soil borings as shown
and summarized on the attached Figure 1. The borings will be completed to
a depth of approximately 20 feet, or less if bedrock is encountered.
City of Tukwila KPG
EMW Storm Final Design Page 2 of 6 March 26, 2013
5
Information obtained from the borings will be the basis of
recommendations addressing utility trenches and dewatering criteria.
Drilling will be completed using hollow-stem auger drilling techniques, and
samples will be collected using the standard penetration tests for
correlation with soil engineering parameters. Samples will be collected at
2.5-foot intervals to the bottom of the boring. Our representative will
collect soil samples and maintain a log of the subsurface conditions
encountered.
We anticipate traffic control services, including one flagger, will be
required when working within the right-of-way and at some locations one
half or a driveway will need to be blocked off in order to access the drilling
locations and to re-route traffic around the equipment.
A separate site visit will be necessary in order to erect the no
parking barricades prior to performing the drilling. During this visit we will
also verify that there are no utility conflicts with the proposed locations.
We anticipate each boring can be drilled in approximately two hours, after
which the area will be cleared and parking can be opened.
The proposed drill rig is a trailer-mounted rig that will only occupy
one lane and that can be backed up off the curb to access locations in
planter areas.
• Complete laboratory analyses on disturbed soil samples obtained from the
explorations to assist in soil classification and evaluating engineering
parameters. Test may include up to
12 moisture content determinations and 4 grain size distribution tests.
• Complete analytical laboratory testing on up to five composite soil samples
obtained from the borings if cement kiln dust or some other chemical
contaminant is suspected. A suite of tests, including petroleum hydrocarbon
screening (WTPH-HCID), TCLP metals (RCRA 8), volatile organic
compounds (VOCs; U.S. Environmental Protection Agency [EPA] 8260), and
semi-volatile organic compounds (SVOCs; EPA 8270D), will be necessary to
characterize the soil, evaluate chemical hazards, and identify disposal
options.
City of Tukwila KPG
EMW Storm Final Design Page 3 of 6 March 26, 2013
6
• Prepare a report summarizing our findings, conclusions, and recommendation
related to the following:
• Subsurface soil and groundwater conditions and results of laboratory
testing
• Utility installation and excavation
• Maintenance structure and pipe support
• Dewatering
• Subgrade preparation below restored paved areas
• Fill material, compaction requirements, and geosynthetics
• Environmental Considerations to address impacted soil
2.2The Consultant shall prepare a potholing plan and coordinate field potholing of
utilities in the vicinity of the new pipe. Potholing will be performed by Bravo
Environmental Services under subcontract to the Consultant.
Task 3 — Survey and Right of Way
3.1 The Consultant shall perform additional topographic survey around the tavern
site and pick up all potholes and boring locations identified in Task 2. All
information will be incorporated into the project base maps.
3.2The Consultant shall obtain and review 9 title reports, review existing surveys,
perform necessary field ties, and perform necessary calculations to make a
determination and incorporate right of way and parcel lines into the project base
maps.
3.3The Consultant shall research, calculate and incorporate any existing drainage
easements into the project base maps based on title report information.
3.4The Consultant shall prepare legal descriptions and exhibits for new drainage
easements on up to 3 parcels based on the new pipe alignment. Easement
language will be provided by the City.
3.5The Consultant shall coordinate with affected property owners to obtain
necessary drainage easements. The budget assumes that easements will be
obtained on a mutual benefit basis and that appraisals and/or extensive
negotiations will not be required.
City of Tukwila KPG
EMW Storm Final Design Page 4 of 6 March 26, 2013
7
Task 4 — Prepare Final Plans, Specifications, and Estimates
The Consultant shall prepare Final Plans, Specifications and Estimates for
advertisement and award by the City. Plans shall be formatted to provide sufficient
detail for convenient field layout of all proposed facilities. City standard details and
WSDOT standard plans will be supplemented with project specific details as required.
Final bid documents will be signed by a licensed professional engineer in the State of
Washington.
4.1 The Consultant shall prepare 90% Plans for the entire pipe reach from the
stream inlet to the existing 48-inch storm drain just south of S 120th Street for City
review and comment.
4.2The Consultant shall incorporate city comments and finalize Plans for bid
advertisement. The plans may be for the entire project length or for a portion of
the project based on available budget or other considerations at the discretion of
the City.
4.3 The Consultant shall prepare specifications based on WSDOT/APWA standards
and City general special provisions. Specifications will be included with the 90%
and Final submittals.
4.4The Consultant shall prepare cost estimates at the 90% and Final submittals.
The 90% estimate will be for the entire project limits and divided into logical
project segments in order to assist in determining how much of the pipe can be
constructed with the initial project phase. The final estimate will be based on the
actual bid document limits.
4.5 The Consultant shall distribute 90% plans to utility providers along the corridor for
verification of their facilities and identification of coordinate with franchise utilities
for any necessary relocations.
4.6The Consultant shall upload Bid documents to bxwa.com for advertisement.
Fees for advertisement will be paid by the City.
4.7The Consultant shall provide bid period services to include responses to bidder
inquiries, preparation of addenda, attendance at bid opening, preparation of bid
tabulation, and recommendation to award or reject the apparent low bidder. The
budget assumes a straight forward review process with the low bidder receiving
the contract award.
City of Tukwila KPG
EMW Storm Final Design Page 5 of 6 March 26, 2013
8
Task 5 — Permitting
5.1 The Consultant shall meet with WDFW staff to review the project site prepare a
JARPA for Hydraulic Project Approval.
5.2The Consultant shall prepare and submit a SEPA checklist to the City for
processing.
5.3The Consultant shall coordinate with City staff and WDFW staff to address
questions or concerns during review of the permit applications. No additional
permits are anticipated or included in the budget estimate.
ADDITIONAL SERVICES:
The City of Tukwila may require other services of the consultant. These services could
include additional design, right of way, environmental documentation, construction
phase services, or other work tasks not included in the scope of work. At the time these
services are required, the Consultant will provide the City with a detailed scope of work
and an hour and fee estimate. The Consultant will not proceed with the work until the
City has authorized the work and issued a Notice to Proceed.
DELIVERABLES
• Draft and Final Geotechnical Report.
• Legal descriptions and exhibits for up to 3 new drainage easements.
• 90% Plans, Specifications, and Estimates (5 copies)
• 1/2 size final Plans (10 copies)
Full size final Plans (5 copies)
Final Specifications (10 copies)
• Final Engineer's Estimate
• Upload of Bid Documents to bxwa.com
• Completed JARPA application
• Completed SEPA checklist
City of Tukwila KPG
EMW Storm Final Design Page 6 of 6 March 26, 2013
9
0
HOUR AND FEE ESTIMATE
EXHIBIT B
Project: City of Tukwila
E. Marginal Way S.
Emergency Stormwater Pipe Repairs - Supplement No. 1 Final Design
PG
i Architecture B
Landscape Architecture
• Civil Engineering f
Task Description
Labor Hour Estimate
To
to
Fee
Project Senior Project Design CAD Const Survey Senior Office
Manager Engineer Engineer Engineer Technician Inspector Crew Admn Admn
S 165.00 S 143.58 S 118.85 $ 100.49 " S 83.65 i $ 99.29 S 139.01 S 100.49 i $ 58.11
Fee
Task 1 - Management, Coordination. Administration
1.1 Management and administration (estimate 4 months)
Reimbursable - Reproduction
Task Total
Task 2 - Field Investigations
2.1 Coordinate geotechnical investigations
2.2 Prepare potholing plan and coordinate potholing
Reimbursable - Mileage
Reimbursable - Reproduction
Reimbursable Geotechnical (GeoDesign)
Reimbursable - Potholing allowance (Bravo)
Task Total
Task 3- Survey and Right of Wa
4 _ 0
4 0
1,091.22
756,64
50.00
100.00
17,500.00
20,000, 00
,497.86
S
.1 Additional topographic survey and pothole pickup =s
3.2 Establish existing right of way and property lines
3.3 Research and incorporate existing easements
3.4 Prepare left a s and exhibits for up to 3 new esmts
3.5 Property owner coordination
Reimbursable - Mileage
Reimbursable - Re reduction
Reimbursable - Title Reports (9Q5450)
Task Total
7,570.27
7,629,16
1,566.49
1,426.26
3,842.51
50 00
100.00
4,050.00
90
28
Task 4 e Pre rare Final Plans. Si_ ecifications, and Estimate
4.1 Prepare 90% Plans
4 2 Prepare Final Bid Documents
4.3 Pre fare Specifications (90% and Final'
4.4 P e_ are cost estimate (90% and Final,
4.5 Utility coordination
4.6 Post roect to bxwa.com
4.7 Bid period assistance
Reimbursable - Mileage
Reimbursable - Re rod union
Task Total
24
16
8
4
8
0
120
40
24
8
40
80
100
60 80
0
0
24
0
0
0
0
0
0
0
0
0
0
4 S 34,858.75
4 $ 20,347.67
4,637.39
2,414.75
8,314.14
707.86
64
248 156 208 0
3 ,457.19
200.00
1,0(X).00
0 28 S 75.937.76
3/26/2013
HOUR AND FEE ESTIMATE
EXHIBIT B
Project: City of Tukwila
E. Marginal Way S.
Emergency Stormwater Pipe Repairs Supplement No. 1 Final Design
• Architecture •
Landscape Architecture
* Civil Engineering •
Task
rusxs - pennmnn
Description
Labor Hour Estimate
Project Senior Project Design CAD Const
Manager | Engineer | Engineer | Engineer |Technician | Inspector
Survey
Crew
Senior
Admin
$ 100.49
Office
Admin
$ 58.11
Total Fee
Fee
5.1 Prepare and submit SEPA checklist / | 0
5.2 Pre:-are and submit JARPA 4 0
0
5,3 Permit coordination 8
Reimbursable - Reproduction
Task Total 14
24
O 4 0 0 0 4 |S
O 4 / 0 0 | 4 S
O 0 0 0 0 i 2 i$
n / 8 / 0 0 / 0 / 10 | $
1.847.86
2,177.86
�87,06
50.00
Total Estimated Fee: $ 150,368.94
Credit unused portion of previous authorization: $ (12.32000)
Supplemental Authorization amount: $ 138,049.94
3/26/2013
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EMWS Emergency Storm Pipe Repair 11 -19 -12
F'ho:o T,0 en 2012
PROJECT:
DESCRIPTION:
JUSTIFICATION:
STATUS:
MAINT. IMPACT:
COMMENT:
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2013 to 2018
Annual Small Drainage Program Project No. Varies
Select, design, and construct small drainage projects throughout the City.
Provide drainage corrections for existing /ongoing drainage problems throughout the City, including culvert
replacements, drain extensions, and pavement upgrades.
Projects for this annual program are taken from Small Drainage Project List.
Reduces maintenance.
Ongoing project, only one year shown in first column. Construction expenses may occur over two calendar
years. King County Flood Control District Sub - Regional Opportunity Fund (Interlocal 09 -153) is estimated at
$45,000 each year for Tukwila, as 10% of monies collected by KCFCZD are proportionally set per jurisdiction.
FINANCIAL
(in $000's)
EXPENSES
Design
Land (RM/)
Const. Mgmt.
Construction
TOTAL EXPENSES
FUND SOURCES
KC Flood Control
Proposed Grant
Mitigation Actual
Mitigation Expected
Utility Revenue
TOTAL SOURCES
Through Estimated
2011 2012 2013
118
80
748
946
946
946
80
75
675
830
20
810
830
80
65
500
645
45
600
645
2014
80
80
525
685
45
640
685
2015
80
80
525
685
45
640
685
2016
80
80
525
685
45
640
685
2017
80
80
525
685
45
640
685
2018
80
80
525
685
48
637
685
BEYOND TOTAL
80
80
525
685
48
637
685
Project Location:
Entire System
2013 - 2018 Capital Improvement Program
136
758
0
700
5,073
6,531
341
0
0
0
6,190
6,531
13
PROJECT:
DESCRIPTION:
JUSTIFICATION:
STATUS:
MAINT. IMPACT:
COMMENT:
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2013 to 2018
East Marginal Wy S Stormwater Outfalls Project No. 91041204
Establish legal drainage connections from East Marginal Way South to the Duwamish River.
Drainage from E Marginal Wy S is discharged through outfalls owned and operated by the Boeing Co.,
Jorgensen Forge, and two King County Airport storm systems without easements.
Jorgensen Forge outfall was closed in 2011 under an order from the US EPA. The Boeing Company
contacted the City in 2009 requesting that the City take over ownership of their storm line and outfall.
Clarifies maintenance responsibility and will ensure reliability of system.
City Attorney is working on the easements for Jorgensen's and Boeing's outfalls. Phase I: Adopt Boeing's
Z Line and line lower portion of pipe in 2013. Phase II: Add water quality device and connect Jorgenson
drainage to Boeing's Z Line in 2015.
FINANCIAL
(in $000's)
EXPENSES
Design
Land (RAN)
Const. Mgmt.
Construction
TOTAL EXPENSES
FUND SOURCES
Awarded Grant
Proposed Grant
Mitigation Actual
Mitigation Expected
Utility Revenue
TOTAL SOURCES
Through Estimated
2011 2012 2013
56
56
56
56
0
0
0
10
10
100
120
2014
0
120
120
0
0
2015
30
30
191
251
251
251
2016
141
94
550
785
785
785
2017
0
0
0
2018
0
0
BEYOND TOTAL
0
0
Project Location
on13'uu/o Capital Improvement Program
142
237
0
1,212
14
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2013 to 2018
PROJECT: Christensen Rd Surface Water Pipe Replacement Project No 98941202
DESCRIPTION: Design and construct 320' of18"storm pipe.
JUSTIFICATION: Existing 12" pipe is collapsing and could lead to flooding.
STATUS: Portable emergency pumps are brought in to alleviate flooding.
MAINT. IMPACT: Expected to decrease maintenance and cost of portable emergency pumps.
Replaced pipe will tie into the Strander Blvd system. The Strander Blvd Pump Station No. 17, along with
COMMENT: the conveyance system, eliminated the need for a new pump station on Christensen Rd. Investigate
constructing 60' connection between Kinko'uandB|nndBanknuUa|i
FINANCIAL Through Estimated
EXPENSES
Design
Land (R/W)
Const. Mgmt.
Construction
TOTAL EXPENSES
FUND SOURCES
Awarded Grant
Proposed Grant
Mitigation Actual
Mitigation Expected
Utility Revenue
TOTAL SOURCES
2011 2012 2013
0
0
0
0
0
0
61
61
61
61
2014
41
225
266
266
266
2015
2016
2017
0
0
0
0
0
0
0
0
0
2018
0
0
0
BEYOND TOTAL
0
0
0
0 Project Location
ff
cm�
a.
"p4.51 Dr'
v . =
'
Or
°/
�~ � 5 �
nn/o 2018 Capita Improvement Program
143
61
O
41
225
327
327
15
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2013 to 2018
PROJECT: Lower Duwamish Surface Water Conveyance Project No 91241204
DESCRIPTION:
~^~~~'''~'`' andEamMmqina|VVoySnuthoorridoc
JUSTIFICATION: Blockage of stormwater system may lead to flooding and water quality degradation.
Clean and inspect the existing surface water conveyance systems throughout the Lower Duwamish
STATUS: New project for 2013 2018 CIP.
MAINT. IMPACT: No change in maintenance.
Proposed grant for $31O.00 with nn City match is from the Department of Ecologys National Estuary
COMMENT:
Program Toxics and Nutrients for Storm Drain Cleaning.
FINANCIAL Through Estimated
(in $000's)
EXPENSES
Design
Land (R/VV)
Const. Mgmt.
Construction
TOTAL EXPENSES
FUND SOURCES
Awarded Grant
Proposed Grant
Mitigation Actual
Mitigation Expected
Utility Revenue
TOTAL SOURCES
2011 2012 2013
0
0
30
30
250
310
2014
10
15
60
85
2015
0
2016
0
2017
0
2018
0
BEYOND TOTAL
0
40
0
45
310
395
0
0
0
0
310
0
310
85
85
0
0
0
0
0
0
0
0
0
0
0
310
0
0
85
395
Project Location:
Entire System
20/x'20mCapital Improvement Program
145
16
City of Tukwila
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
TO: Mayor Haggerton
Utilities Committee
FROM: Bob Giberson, Public Works Director
BY: Pat Brodin, Operations Manager
DATE: March 29, 2013
SUBJECT: Resolution to Surplus City Equipment for 2013
ISSUE
Approve Resolution authorizing the sale of surplus equipment no longer needed by the City.
BACKGROUND
The Fleet Department has identified 35 pieces of equipment that have outlived their service life
and are no longer needed by the City. These items still operate but in some cases require
extensive repairs and are no longer used or too costly to overhaul. All of the pieces of
equipment are fully depreciated and are currently valued at $50,550.00. Selling these pieces of
equipment at auction in an "as is" condition is now the most practical solution for disposal.
RECOMMENDATION
The Council is being asked to approve the Resolution declaring the 35 pieces of equipment as
surplus and authorizing their sale and consider this item on the Consent Agenda of the April 15,
2013 Regular Council Meeting.
attachments: Draft Resolution
Exhibit A Surplus Equipment Spreadsheet & Photos
17
WA.Shared Copy OnlyUeffllnfo Memo 2013 Surplus Vehocles.docx
DRAFT
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA,
WASHINGTON, DECLARING CERTAIN FLEET VEHICLES AND EQUIPMENT
AS SURPLUS, AND AUTHORIZING THEIR SALE OR DISPOSAL.
WHEREAS, the 35 vehicles and pieces of equipment described and illustrated on the
attached Exhibit A were purchased by the City of Tukwila and utilized by the Police, Public
Works and Parks & Recreation Departments; and
WHEREAS, the vehicles and equipment described on Exhibit A have a total combined
value of $50,550; and
WHEREAS, the vehicles and pieces of equipment described on Exhibit A have outlived
their usefulness and are no longer needed by the City of Tukwila's Fleet (Equipment Rental)
Department or any other City department;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON,
HEREBY RESOLVES AS FOLLOWS:
Section 1. Declaration of Surplus. The 35 vehicles and pieces of equipment described
on the attached Exhibit A are hereby declared surplus.
Section 2. Fleet Department Authorized to Sell. The Fleet Department, as part of the
City's replacement program, is hereby authorized to sell the 35 vehicles and pieces of
equipment described on Exhibit A for the best available price, or properly dispose of those
items it is unable to sell.
PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a
Regular Meeting thereof this day of , 2013.
ATTEST /AUTHENTICATED:
Christy O'Flaherty, MMC, City Clerk Kathy Hougardy, Council President
APPROVED AS TO FORM BY:
Filed with the City Clerk:
Passed by the City Council:
Resolution Number:
Shelley M. Kerslake, City Attorney
Attachment: Exhibit A, Photographs and descriptions of 35 surplus vehicles and equipment
W: \Word Processing\Resolutions\Fleet vehicles & equip declared surplus 3 -25 -13
TT:bjs
Page 1 of 1
18
Surplus Equipment for 2013
Exhibit A
EQ#
DIV
Dept
Yr
Description
Serial Number t Vehicle
Identification Number
License
Purch
Year
Original
Cost
Out -Svc
Value
Current Driver /
Owner
Notes
1013
STREET MAINT
ST
1989
Trailer, Stewart (Paver)
7187 STOCK # 7445
16802D
1994
$ 5,407
$500
ST /
Sold as same lot as Unit #1414.
1067
GOLF
GC
2002
CART, Club Car Carry -all
PG0328- 299213
N/A
2003
$ 6,812
$1,500
GC /
1068
GOLF
GC
1995
Utility, Cushman Truckster
S /N: 95006337, MODEL #:
898634C
N/A
1995
$ 16,814
$1,500
GC / pulls core
harvester unit # 1665
Replaced by Unit #1062 in 2005. Unit #1068 pulls core harvester Unit
#1665, purchased from GC funds. Not shown on replacement schedule;
$29K is for Util vehicle and harvester replacement
1069
GOLF
GC
1995
Utility, John Deere Gator
S /N: W004X2X011191
N/A
1995
$ 4,456
$2,000
GC /
1073
PD PATROL
PD
1997
Motorcycle, Honda Gold Wing
GL1500A2V
1 HFSC2204VA901162
1655EX
1999
$ 14,660
$3,500
TRAFFIC / Standby
Replaced by Unit #1083 in 2005.
1122
PD CRIME PREY
PD
2000
Sedan, Chevy Lumina
2G1WL52J6Y1276065
309050
2000
$ 16,797
$2,800
PD / HARRISON
Funds Liquidated in 2012 for Pursuit -rated vehicles #1432 & #1433.
2009 Recap for Standby reduction, outfilled for ER Admin use.
1125
PD INVEST / MAJOR
CRIMES
PD
1998
Sedan, Chevy Lumina
2G1WL52K3W9273874
(U /C
297ZWZ)
1998
$ 19,717
$2,800
MAJOR CRIMES /
LANCASTER
Jerk & Run; Replaced by Unit #1163 in 2005
1145
PD INVEST / MAJOR
CRIMES
PD
2005
Sedan, Ford Taurus
1FAFP53205A120629
(U /C
219SZU)
2004
$ 18,113
$2,200
MAJOR CRIMES /
Koutouvidis 11/08
Replaced in 2012 with refurbished low -use vehicle #1141.
1157
PD INVEST /MAJOR
CRIMES
PD
2005
Sedan, Ford Taurus
1FAFP53275A120630
(U /C
620TBB)
2004
$ 18,559
$2,300
MAJOR CRIMES /
Stock
Jerk & Run; Stock as of 3/30/06.
1206
PD INVEST / MAJOR
CRIMES
PD
1997
Cargo Van, ChevyAstro
1GNDM19W8VB216815
23899D /
097HVW
1997
$ 20,199
$1,800
MAJOR CRIMES-)
(Firearms)
1250
PARKS MAINT
PK
1993
1 -Ton Pickup, Chevy w/ Liftgate
1GCGC34FOPE213694
1531 OD
1993
$ 16,804
$1,800
PW / TOWS WAM
1292
PW ENGINEERING
PW
1991
Pickup, Chevy S -10
1 GCCS 19Z7M0133472
09569D
1990
$ 12,660
$1,800
PW / Mike Ronda
Replaced in 2000 by Unit #1133.
1296
FD AMBULANCE /
EMER MEDICAL AID
FD
1991
Ambulance, Ford Rescue
1 FDKE30MXMHBOO494
12511D
1991
$ 71,538
$3,500
FD # 596 - A541
Traded in Unit #252.
1414
STREET MAINT
ST
1993
Paver, Tow Type, STEWART -400
Asphalt Paver
S/N 2087
N/A
1993
$ 24,453
$3,000
ST /
Sold as same lot with #1013 trailer. Not going to be replaced. Funds can
be liquidated.
1601
PARKS MAINT
PK
1995
Spreader, Lely Fertilizer Broadcaster
(tow behind type W)
1995
$ 3,999
$500
PK /
Replaced by #1602 in 2004; Transferred from Golf to Parks 08/16/06.
1612
GOLF
GC
2002
Mower, Toro Rotary Rough
GROUNDSMASTER 3500 -D
S /N: 230000207
MOD: 30821
N/A
2002
$ 25,914
$1,800
GC /
Replaced in 2007 with #6604. Re- Funded for replacement in 2010.
Replaced in 2010 with #6609.
1616
STREET MAINT
ST
1984
Spray Tank, BROYHILL
I- 960 - 2007E -AN -50
37685D
1984
$ 5,675
$300
ST /
1636
GOLF
GC
1987
Seeder, Jacobson Overseeder
1986
$ 4,741
$500
GC /
1653
GOLF
GC
2002
Spray tank, John Deere 200 gal. W/18'
spray boom
S /N: TC200GX015O71
MOD: HD200
N/A
2005
$ 500
$600
GC / mounted on
ProGator #1066
Replaced in 2011 with #6612.2005 Purchase - replaces #1642.
Purchased used.
1654
GOLF
GC
1990
Mower, Toro Collar /Greens
MODEL: 04350 S /N: 01168
N/A
1990
$ 10,794
$1,500
GC /
1655
GOLF
GC
1990
Slicer, Ryan Mataway Turf
148661 M5442839010
1990
$ 2,793
$500
GC /
1659
GOLF
GC
1992
Aerator, RYAN GREENSAIRE MODEL
544872
S /N: 91505506
MOD: 5442872 -9110
N/A
1992
$ 7,953
$500
GC /
1665
GOLF
GC
1989
Core Harvester, Cushman
S /N: A0076932
1989
$300
GC / mounted on
Cushman #1068
Sold as same lot as #1068. Purchased from GC funds.
1667
GOLF
GC
1994
Mower, Toro Greensmaster walk -
behind Model 1000
S/N: 04051 -40550
1994
$ 3,980
$500
GC /
1668
GOLF
GC
1994
Aerator, Fairway, TORO HC4000
S/N: 09600 -40134
N/A
1994
$ 16,696
$500
GC /
Replaced in 2008 by Unit #6607.
1711
PD PATROL
PD
2005
Patrol, Crown Victoria
2FAFP71WX5X176716
33256D
2005
$ 50,605
$1,100
ER YARD - USED
PARTS FOR 1731
Laptop; 2005 Purchase - replaces #1175. Replaced in 2010 w/ #1732.
1712
PD PATROL
PD
2005
Patrol, Crown Victoria
2FAFP71 W45X176713
33255D
2005
$ 51,085
$1,800
CONVEY I /
WINDSHIELD
Laptop; 2005 Purchase - replaces #1185. Replaced in 2010 by #1733.
1717
PD PATROL
PD
2007
Patrol, Crown Victoria
2FAFP71 W07X111103
43876D
2006
$ 51,202
$2,300
ADMIN / DREVER
2006 Purchase, Replaces #1165.
1718
PD PATROL
PD
2008
Patrol, Crown Victoria AFV
2FAFP71V58X100249
45150D
2007
$ 52,067
$2,000
PATROL /
Replaced in 2011 with budgeted Unit #1737. 2007 Purchase replaces
#1102.
1719
PD PATROL
PD
2008
Patrol, Crown Victoria AFV
2FAFP71V18X100247
45151D
2007
$ 51,782
$1,800
PATROL /
Replaced in 2011 with budgeted Unit #1738. 2007 Purchase replaces
#1118.
1721
PD PATROL
PD
2008
Patrol, Crown Victoria AFV
2FAFP71V38X100248
45156D
2007
$ 51,160
$800
PATROL /
Replaced in 2011 with budgeted Unit #1721. 2007 Purchase replaces
#1109.
1801
EQUIP RENTAL
ER
1990
Tool, Brake lathe AMMCO Model 4000
S /N: 95999
1990
$ 3,500
$600
ER /
1802
EQUIP RENTAL
ER
1990
Tool, Tire Changer, COATS Model 15A
S/N: 2531320
1990
$ 2,935
$600
ER /
1803
EQUIP RENTAL
ER
1990
Tool, Wheel Balancer MODEL WB240
1990
$ 3,627
$550
ER /
6601
GOLF
GC
2006
Grounds, John Deere 1200A Sand
Trap Rake
MO1200A926247
N/A
2006
$ 983
$500
GC /
2006 New Purchase. Replaced in 2010 with #6610.
$50,550
WAShmod Copy OokyAloPPExhiYi A 2019 AiddS670.3IISS
Exhibit A — Photos of 2013 Surplus Equipment
Unit 1414 and #1013 Gilcrest /Stewart Propaver
model 413. Tow - behind Layton box paver, has
self - propelled augers. Trailer has winch to load/
unload. Value $3,500.00.
Unit 1067, 2002 Club Car carryall 2 plus, 2347
hours. Value $1,500.00.
Unit 1068, 1995 Cushman Truckster utility.
Diesel 4110 hours. Value $1,500.00.
Unit 1665, 1989 Cushman core harvester to be
sold with truckster Unit #1038. Value $300.00.
r,w
Unit 1069, 1995 John Deere Gator 4x2, 4264
hours. Value $2,000.00.
if
Unit 1073, 1997 Honda GL1500A2V, 63,663 miles.
Value $3,500.00.
20
Exhibit A — Photos of 2013 Surplus Equipment
Unit 1122, 2000 Chevy Lumina 86,986 miles.
Value $2,800.00.
Un't 1125, 1998 Chevy Lumina, 97,387 miles.
Value $2,800.00.
IIIIIIIIIIIjI
Unit 1145, 2005 Ford Taurus, 116,152 miles.
Value $2,200.00.
Unit 1157, 2005 Ford Taurus, 97,166 miles.
Value $2,300.00
Unit 1206, 1997 Chevy Astro Van, 75,586 miles.
Value $1,800.00.
Unit 1250, 1993 Chevy diesel pickup, 90,502
miles/ Lift gate in bed. Value $1,800.00.
21
Exhibit A — Photos of 2013 Surplus Equipment
Unit 1292, 1991 Chevy S -10 pickup, 69,908 miles,
Lumber rack. Value $1,800.00.
Unit 1296, 1991 Ford E -350 Road Rescue body.
7.3 diesel , 63,326 miles 6,589 hours. Value
$3,500.00.
II
Unit 1601, 1995 Lely broadcaster spreader
model WRF. Value $500.00.
Unit 1612, 2002 Toro Grounds master 3500 - Diesel
rotary rough mower, 2,839 hours. Value $1,800.00.
Unit 1616, 1984 /Broyhill spray tank trailer.
Tank has leak /no pump. Value $300.00.
Unit 1636, 1987 Jacobsen slicer seeder PTO
driven. Value $500.00.
22
Exhibit A — Photos of 2013 Surplus Equipment
Unit 1653, 2002 John Deere 200 gal. Spray
tank, computer controlled spray rate. Hyd.
Powered 18' boom. Value $600.00.
Unit 1654, 1990 Toro greens mower, 3121
hours. Value $1,500.00.
Unit 1655, 1990 Ryan Mataway Turf Slicer.
Value $500.00.
f • 111ll ioi����_ .. 0)1 iii/ •
2013103f
Unit 1668, 1994 Toro HC4000 fairway aerator
PTO. Powered. Value $500.00.
t
Unit 1659, 1992 Ryan model 54482 greensaire
aerator. Value $500.00.
Unit 1667, 1994 Toro Greens master mod.1000.
Value $500.00.
23
Exhibit A — Photos of 2013 Surplus Equipment
Unit 1711, 2005 Ford Crown Victoria Police
Interceptor, steering failure, 108,715 miles.
Value $1,100.00.
Unit 1712, 2005 Ford Crown Victoria Police
Interceptor 97,521 miles. Value $ 1,800.00.
Unit 1717, 2003 Ford Crown Victoria Police
Interceptor, 71,548 miles. Value $2,300.00.
Unit 1718, 2008 Ford Crown Victoria Police
Interceptor, 82,440 miles. Value $2,000.00.
!iiwalm iy }I;
Unit 1719, 2008 Ford Crown Victoria Police
Interceptor, 86,678 miles. Value $1,800.00.
Unit 1721, 2008 Ford Crown Victoria Police
Interceptor, 89,587 miles, bad rear differential
& transmission. Value $800.00.
24