LUTC PKT 04-01-2013April 1, 2013
5:30 p.m.
City of Federal Way
City Council
Land Use/Transportation Committee
City Hall
Council Chambers
MEETING AGENDA
1. CALL TO ORDER
Date
Time
2. PUBLIC COMMENT (3 minutes)
5 min.
April 16, 2013
5 min.
3. COMMITTEE BUSINESS
April 16, 2013
5 min.
Consent
April 16, 2013
5 min.
Action
Topic
Title/ Description
Presenter
Page
or Info
April 16, 2013
15 min.
Ordinance
2
1st Reading
A.
Approval of Minutes: March 4, 2013
LeMaster
Consent
Action
B.
S 356"' St Regional Detention Facility — 100%
Appleton
5
Action
5 min.
Design/Authorization to Bid
April 16, 2013
5 min.
C.
Authorization to Submit a Grant Funding
Perez
7
Action
Application to WSTSC
15 min.
Consent
D.
Nautilus '12 Neighborhood Traffic Safety
Perez
9
Action
Project — S 305th Street
E.
Olympic View '12 Neighborhood Traffic Safety
Perez
12
Action
Project - Westway
F.
Speed Limit Revisions
Perez
17
Action
G.
Mark Twain Elementary Safe Routes to School —
Salloum
27
Action
Final Acceptance
H.
2013 Asphalt Overlay Change Order
Salloum
29
Action
I.
S 320th St at 20th Ave S Street Intersection
Salloum
32
Action
Improvements — Bid Award
J.
21st Avenue SW at SW 336th Street Intersection
Salloum
41
Action
Improvements — Bid Award
K.
Selection Process - 2013 Amendments to the
Clark
51
Action
Federal Way Comprehensive Plan
L.
2013 Planning Commission Work Program
Clark
68
Action
Council
Date
Time
N/A
5 min.
April 16, 2013
5 min.
Consent
April 16, 2013
5 min.
Consent
April 16, 2013
5 min.
Consent
April 16, 2013
10 min.
Consent
April 16, 2013
15 min.
Ordinance
1st Reading
April 16, 2013
5 min.
Consent
April 16, 2013
5 min.
Consent
April 16, 2013
5 min.
Consent
April 16, 2013
5 min.
Consent
April 16, 2013
15 min.
Consent
April 16, 2013
15 min.
Consent
4. OTHER
5. FUTURE MEETINGS/AGENDA ITEMS:
The next LUTC meeting will be Monday, May 6, 2013 at 5:30 p.m. in City Hall Council Chambers.
6. ADJOURN
Committee Members city Staff
Bob Ce/ski, Chair Cary M. Rhe, P. E., Director of Parks, Public Works and Emergency Management
Jeanne Burbidge, Member Darlene LeMaster, Administrative Assistant 11
Diana Noble-Gulliford, Member 253-835-2701
March 4, 2013
5:30 PM
City of Federal Way
City Council
Land Use and Transportation Committee
MEETING SUMMARY
City Hall
City Council Chambers
Committee Members in Attendance: Committee Chair Bob Celski and Committee members Diana Noble-Gulliford
and Jeanne Burbidge.
Staff in Attendance: Director of Parks, Public Works and Emergency Management Cary Roe, Deputy Public Works
Director Marwan Salloum, Deputy Public Works Director Ken Miller, Streets Systems Engineer Jeff Huynh, City Traffic
Engineer Rick Perez, Senior Transportation Planning Engineer Sarady Long, Water Quality Specialist Hollie Shilley,
Surface Water Manager Will Appleton, Assistant City Attorney Peter Beckwith, and Administrative Assistant II Darlene
LeMaster.
1. CALL TO ORDER
Committee Chair Celski called the meeting to order at 5:30 PM.
2. PUBLIC COMMENT
There was no public comment.
3. BUSINESS ITEMS
Forward
Topic TitleMescription to Council
A. Approval of the February 4, 2013 LUTC Minutes N/A
Committee approved the February 4, 2013 LUTC minutes as presented.
Moved: Burbidge Seconded: Noble-Gulliford Passed: Unanimously, 3-0
B. Acceptance of the WSDOT Quick Response Safety Grants Mar. 19, 2013
Consent
Senior Transportation Planning Engineer Sarady Long presented information on this item.
There was no public comment. Chair Celski asked if there was anything not covered by the
grants. Mr. Long confirmed that the grants cover all costs. Chair Celski complimented Mr.
Long on the illustrations and his presentation.
Committee member Burbidge commented that she has noticed the reflective applications in
other jurisdictions and is looking forward to seeing them in Federal Way.
Committee forwarded Option #1 as presented.
Moved: Burbidge Seconded: Noble-Gulliford Passed: Unanimously, 3-0
C. NPDES Annual Report and Updated SWMP Mar. 19, 2013
Consent
Water Quality Specialist Hollie Shilley presented information on this item. There was no
public comment. Chair Celski praised Ms. Shilley on her presentation and asked if there are
any foreseeable challenges in meeting the terms of the permit between 2013 and 2018? Ms.
Shilley responded that the two main challenges that staff foresee are: implementing LID
techniques and making them the preferred practice; and, establishing a water quality
monitoring program. For water quality manitoring, the City has a couple options: the City can
either pay into a regional program or can do the work in-house. Staff must notify DOE prior to
December 31, 2013 on how the City will facilitate water quality monitoring.
Land Use/Transportation Committee Page 2 March 4, 2013
D.
E.
F.
Committee member Noble-Gulliford asked about the "hot spot list". Ms. Shilley described a
`hot spot' as an area of infrastructure that could be of potential risk for water quality issues
during a storm event. Committee member Noble-Gulliford asked if the City contracts out for
the maintenance of the 5,128 catch basins (noted in (#73 of the NPDES Annual Report). Ms.
Shilley responded that the City contracts out for catch basin cleaning (vactor service).
Committee member Noble- Gulliford asked if the hot spot list (#69 of the NPDES Annual
Report) would be earmarked for future potential improvement projects. Surface Water
Manager Will Appleton responded that as long as the storm water infrastructure is in good
repair (not blocked or obstructed), it will adequately handle a 25 year event. Monitoring the
hot spots for potential blockage can be proactive. If a certain area has reoccurring issues, that
location may be scheduled for future improvement. Committee member Noble-Gulliford asked
if the new monitoring requirement will be more costly for the City. Mr. Appleton responded
that the monitoring component of the permit will require additional funds, possibly from the
SWM utility, to pay for this requirement. Mr. Appleton also noted that as the City implements
LIDs as best practice, the costs associated with these improvements will be on the developer
and not the City. There was brief discussion on what triggers the need for some of the LID
improvements, using a current commercial project as an example. Mr. Appleton noted that the
amount of impervious surface is the main trigger for LID requirements.
Committee forwarded Option #1 as presented.
Moved: Noble-Gulliford Seconded: Burbidge
2013 Asphalt Overlay Program — Bid Award
Passed: Unanimously, 3-0
Street Systems Engineer Jeff Huynh presented information on this item. There was no public
comment. Committee member Noble-Gulliford asked what will happen to Schedule A? Will it
be added to the following year (2014)? Mr. Huynh responded that Schedule A will be added to
the preliminary list for the 2014 Asphalt Overlay Project.
Committee member Burbidge asked if all or part of Schedule A be added back in to this year's
overlay project. Mr. Huynh answered that depending on project savings in other areas or
schedules of this year's project, parts of Schedule A could be potentially added back into the
project. The contract would then be amended.
Committee forwarded Option #1 as presented.
Moved: Burbidge Seconded: Noble-Gulliford Passed: Unanimously, 3-0
Mar. 19, 2013
Consent
21" Ave SW at SW 336th St Intersection Improvements — Design/Construction Interlocal Mar. 19, 2013
Agreement with Lakehaven Utility District Consent
Deputy Public Works Director Marwan Salloum presented information on this item. There was
no public comment. Deputy Director Salloum noted that the final cost associated with the
Interlocal Agreement will be determined based on bid amounts.
Committee forwarded Option #1 as presented.
Moved: Burbidge Seconded: Noble-Gulliford Passed: Unanimously, 3-0
21st Ave SW at SW 336th St Intersection Improvements — Utility Relocation Agreement Mar. 19, 2013
with Puget Sound Energy Consent
Deputy Public Works Director Marwan Salloum presented information on this item. There was
no public comment. Deputy Director Salloum noted that the final cost associated with the
Utility Relocation Agreement will be determined based on bid amounts.
Chair Celski inquired about the $139K .... Mr. Salloum explained that the City will pay $139K
directly to PSE. The costs associated with some minor system safety upgrades will be charged
to PSE and will help offset the relocation costs the City must pay. Chair Celski asked about
the impact to local business while powgr is down during the construction. Mr. Salloum
G:\LUTC\LUTC Agendas and Summaries 2013\03-04-13 Minutes.doc
Land Use/Transportation Committee Page 3 March 4, 2013
G.
H.
4. OTHER
None
responded that the City will coordinate with property owners in an attempt to minimize impact
to businesses. Night work may be likely to minimize impacts as power will need to be shut
down during some of this work.
Committee forwarded Option #1 as presented.
Moved: Noble-Gulliford Seconded: Burbidge Passed: Unanimously, 3-0
21St Ave SW at SW 336th St Intersection Improvements — Joint Construction Agreement Mar. 19, 2013
with Century Link Consent
Deputy Public Works Director Marwan Salloum presented information on this item. There was
no public comment or discussion. Deputy Director Salloum noted that the final cost associated
with the Joint Construction Agreement will be determined based on bid amounts.
Committee forwarded Option #1 as presented.
Moved: Burbidge Seconded: Noble-Gulliford Passed: Unanimously, 3-0
21St Ave SW at SW 336th St Intersection Improvements — Reimbursement Letter of Mar. 19, 2013
Understanding with Comcast Consent
Deputy Public Works Director Marwan Salloum presented information on this item. There was
no public comment or discussion. Deputy Director Salloum noted that the final cost associated
with the Reimbursement Letter of Understanding will be determined based on bid amounts.
Moved: Noble-Gulliford Seconded: Burbidge Passed: Unanimously, 3-0
5. FUTURE MEETING
The next LUTC meeting will be rescheduled to Monday, April 1, 2013 at 5:30 PM in City Hall Council Chambers.
6. ADJOURN
The meeting adjourned at 6:06 PM.
Attest:
COMMITTEE APPROVAL:
Bob Celski, Chair Jeanne Burbidge, Member
4
G:\LUTC\LUTC Agendas and Summaries 2013\03-04-13 Minutes.doc
Darlene LeMaster, Administrative Assistant II
Diana Noble-Gulliford, Member
SUBJECT: South 356th St Regional Detention Facility Retrofit Project 100% Design and Authorization to Bid.
POLICY QUESTION: Should the Council approve the South 356th Street Regional Detention Facility Retrofit
Project 100% design and authorize staff to bid the project and bring the project bids back to LUTC and Council for
approval to award the bid to the lowest responsive, responsible bidder?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑, Other
STAFF REPORT BY: William Appleton, P.E., Surface Water Manager/V DEPT: Public Works
--- ................................................
Attachments: Memorandum to Land Use and Transportation Committee dated April 1, 2013.
Options Considered:
1 Approve the South 356th Street Regional Detention Facility Retrofit Project 100% design and authorize
staff to bid the project and bring the project bids back to LUTC and Council for approval to award the bid
to the lowest responsive, responsible bidder.
2. Do approve the design and provide direction to staff.
MAYOR'S RECOMMENDATION: The Mayor recommends forwarding Option 1 to the April 16, 2013 City Council
Consent Agenda for approval. ,
MAYOR APPROVAL: DIRECTOR APPROVAL: t"11kW .
Committ Council Committee Council
COMMITTEE RECOMMENDATION: The Committee recommends forwarding Option 1 to the April 16, 2013 City
Council Consent Agenda for approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move to approve the South 356`h Street Regional Detention Facility Retrofit
Project 100% design and authorize staff to bid the project and bring the project bids back to LUTC and Council
for approval to award the bid to the lowest responsive, responsible bidder. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED 15T reading
❑ TABLED/DEFERRED/NO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED — 08/12/2010 RESOLUTION #
5
CITY OF FEDERAL WAY
MEMORANDUM
DATE: June 4, 2012
TO: Land Use and Transportation Committee
VIA: Skip Priest, Mayor
FROM: Cary M. Roe, P.E., Director of Parks, Public Works a d Emfg,
y Management ��
William Appleton, P.E., SWM Manager �—
SUBJECT: South 3561 Street Regional Detention Facility Retrofit Project — 100% Design and
Authorization to Bid
BACKGROUND:
In June, 2012, Council authorized staff to proceed with final design of the South 356`h Street Regional Detention
Facility (RDF) Retrofit Project, a project that is partially funded thru a $1,000,000 grant from the Department of
Ecology (DOE). The purpose of this project is to improve water quaility and flow incident to the headwater of
the North Fork of the West Hylebos, which is a salmon bearing stream. The project consists of a new combined
treatment wetland and detention pond, two bioretention areas, an emergency bypass system retrofitted to the
existing RDF, removal of impervious roadway surface, and extensive native plantings.
The project is now fully designed and all necessary permitting is complete. The project is within budget and
Staff is requesting authorization to bid. Staff will bring the project bids back to LUTC and Council for approval
to award the bid to the lowest responsive, responsible bidder. Upon Council acceptance of the completed
project, any surplus project funding would be returned to the SWM unallocated CIP accounts. Construction is
presently scheduled to begin in July of 2013.
PROJECT ESTIMATED EXPENDITURES:
Project Administration /Management $20,000
Design $160,000
Construction Costs $1,158,000
10% Construction Contingency $116,000
Construction Management $41,000
Monitoring $55,000
TOTAL PROJECT COSTS $1,550,000
AVAILABLE FUNDING:
Budgeted SWM Funds 650,000
DOE Grant $1,000,000
TOTAL AVAILABLE BUDGET $1,650,000
SUBJECT: WA State Traffic Safety Committee — School Zone Flasher Grants
POLICY QUESTION: Should the City apply for grants through the Washington Traffic Safety Commission
(WTSC) to install school zone flashing beacons at Sacajawea Middle School?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1,
2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Rick Perez, P.E., City Traffic Engineer! DEPT: Public Works
.........I .... .............................. ...................................... ............ 1�1 ...........
Attachments: Land Use and Transportation Committee memorandum dated April 1st, 2013.
Options Considered:
1. Authorize staff to submit the WTSC grant application to fund hardware component costs of up to $7,500
per school zone for installation of School Zone Flashing Beacons Systems at Sacajawea Middle School.
2. Do not authorize staff to submit the WTSC grant application and provide direction to staff.
MAYOR'S RECOMMENDATION: The Mayor recommends forwarding Option 1 to the April 16, 2013 City Council
Consent Agenda for approval.
MAYOR APPROVAL: /7�� ln�DIRECTOR APPROVAL:
Council �—
Co ttee Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 City Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move to authorize staff to submit the WTSC grant application to fund
hardware component costs of up to $7,500 per school zone for installation of School Zone Flashing Beacons
for Sacajawea Middle School. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED 1ST reading
❑ TABLED/DEFERRED/NO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED — 08/12/2010 RESOLUTION #
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Co ittee
VIA: Skip Priest, Mayor
FROM: Cary M. Roe, P.E., Director Parks, Public Works and Emergency Management
Rick Perez, P. E., City Traffic EngineerfiF
SUBJECT: WA State Traffic Safety Committee — School Zone Flasher Grants
BACKGROUND:
The Washington Traffic Safety Commission (WTSC) has concluded from their own studies, that collision
rates and driver compliance with the 20 mile per hour school speed limit are improved when drivers are
given clear direction of when a school speed limit is in effect. The most effective way to accomplish this
consistent notification is with the installation of school zone flashing beacons ("Speed Limit 20 When
Flashing") assemblies rather than the subjective "Speed Limit 20 When Children Are Present". To help
road agencies adopt this change, the Commission created a grant program that provides up to $7,500 per
school zone for flashing beacon hardware components that are installed at elementary schools. The grants
also require that the City provide education materials and targeted enforcement at the added locations.
City staff has had a similar goal, and currently all but three eligible schools have school zone flashing
beacons installed. This year, WSTSC is extending this program to include middle schools. Thus the
schools eligible are:
• Adelaide (SW 304`h Street & 16th Avenue SW)
• Wildwood (S 300`h Street & 26`h Avenue S)
• Sacajawea (S Dash Point Road & 11`h Place S
Staff has evaluated the highest priority and most feasible school zones based upon traffic conditions and
power source availability for each location. Staff proposes to submit one grant application for Sacajawea
Middle School.
Total installation per school zone consisting of two beacons would cost between $15,000 and $20,000
with up to $7,500 reimbursable for flashing beacon hardware components. The adopted budget allocates
$20,000 for school safety improvements in the Neighborhood Traffic Safety Program.
The deadline for submittal of the grant applications is May 3, 2013 with successful applicants being
notified on June 17, 2013. Installations must be completed within 120 calendar days of grant approval.
cc: Project File
Day File
8
SUBJECT: Nautilus NTS — S 305th St (4`h Ave S to 8th Ave S)
POLICY QUESTION: Should the Council approve the installation of two speed humps on S 305th Street between 46'
Avenue S and 8th Avenue S?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT._BY .._Rick Perez, P.E., City._Traffic Engineer .................._DEPT:....._Public Works........................................................._....................................................................
Attachments: Land Use and Transportation Committee memorandum dated April 1, 2013.
Options Considered:
........ ................ ........ .
1. Authorize the installation of two speed humps on S 305thStreet between 4 Avenue S and 8 Avenue S.
2. Do not authorize the installation of the proposed traffic calming devices and provide direction to staff.
MAYOR'S RECOMMENDATION: Mayor recommends forwarding Option 1 to the April 16, 2013 City Council
Consent Agenda for approval.
MAYOR APPROVAL: DIRECTOR APPROVAL:
o ee Council Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 City Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move approval of the installation of two speed humps on S 305`1' Street
between 4`l` Avenue S and 8`11 Avenue S. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED
COUNCIL BILL #
❑ DENIED
IST reading
❑ TABLED/DEFERRED/NO ACTION
Enactment reading
❑ MOVED TO SECOND READING (ordinances only)
ORDINANCE #
REVISED — 02/06/2006
RESOLUTION #
9
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Committee
VIA: Skip Priest, Mayor % ,,',^
FROM: Cary M. Roe, P.E., Dire fr o a '
orks, Pub� orks and Emergency Managemente/`I�' `
Rick Perez, P. E., City Traffic Engineer 1 V
SUBJECT: Nautilus NTS — S 305'* Street (4r" Avenue S to 8`h Avenue S)
BACKGROUND:
Residents in the vicinity of S 305"' Street between 4th Avenue S and 8th Avenue S submitted a petition
requesting the installation of traffic calming devices to control vehicle speeds in an effort to improve vehicular
and pedestrian safety along S 305'h Street. A traffic study was conducted and the results are as follows:
• Roadway Classification : Local
• Average Daily Traffic (ADT): 768
• 85"` percentile speed: 31.3 mph
Based on the current adopted NTS installation criteria (per table below), S 305th Street scored 3.0 total severity
points. This meets the minimum 3.0 severity point to qualify for the installation of traffic calming devices.
Table: Local Street
Point
Scale
85th Percentile
Seed
Average Daily
Traffic (ADT)
Location
School/Park
5 -Year Collision History
Total Injury Fatal
0.0
0-25
0-500
No
1 - -
0.5
26-27
501-600
Yes
2 - -
1.0
28-29
601-700
-
3 1 -
1.5
30-31
701-800
-
4 - -
2.0
32-33
801-900
-
5 2 1
2.5
34-35
901-1,000
-
6 - -
3.0
36+
1,001+
-
7+ 3+ 2+
A neighborhood traffic safety meeting was held on January 31, 2013 to discuss potential traffic calming
devices that could be implemented on S 305th Street.
To be effective in reducing speeds along S 305th Street and to improve vehicular and pedestrian safety, the
group consensus was to have the City install two speed humps on S 305th Street between 4th Avenue S and
8`h Avenue S near the following addresses:
a. 433 S 3051h Street
b. 619 S 305th Street
10
Wildwood NTS
3/20/2013
Page 2
In accordance with established NTS policies, staff sent ballots to property owners and occupants within
600 feet of the proposed traffic calming device locations and also to those with the proposal located along
their sole access route. The following table summarizes the ballot results:
Traffic Calming Device
Total
Ballots Sent
60
Ballots Returned
26
43.3%
Undeliverable
2
Yes Votes
22
84.6%
No Votes
4
15.4%
Returned w/o Response
0
0.0%
One of the installation criteria requires a 51% majority approval of the returned ballots. Based on the
ballot results represented in the above table, the balloting exceeds this majority.
The estimated cost of this project is approximately $7,500, which falls within the $15,000 per
neighborhood per year budget limitation policy. The current allocated NTS budget per year is $50,000
with $20,000 designated specifically for school NTS and/or school safety related improvements. Staff
recommends approving the installation of two speed humps on S 305`h Street between 4th Avenue S and
8'h Avenue S.
cc: Project File
Day File
K:\LUTC\2013\04-01-13 Nautilus '12 NTS - S 305 St (4 Av S - 8 Av ivocx
SUBJECT: Olympic View NTS — Westway
POLICY QUESTION: Should the Council approve the proposal for one-way streets, back -in angle parking, and
speed humps on SW 333d Street and SW 334'h Street, and allow the expenditure to exceed the $15,000 per
neighborhood per year budget limitation policy?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution .� ❑ Other
STAFF REPORT BY: Rick Perez, P.E., City Traffic Engineer IV4 DEPT: Public Works
............._............_............................................_..............................................._............ _........................... ._......................... .. ...__....
Attachments: Land Use and Transportation Committee memorandum dated April 1, 2013.
Options Considered:
1. Authorize the installation of two speed humps on SW 333`° Street and SW 334' Street, conversion to
one-way streets, and installation of back -in angle parking in Westway, exceeding the annual expenditure
limit per neighborhood.
2. Do not authorize the Drovosal and vrovide direction to staff.
MAYOR'S RECOMMENDATION: Mayor recommends forwarding Option 1 to the April 16, 2013 City Council
Consent Agenda for approval.
MAYOR APPROVAL:vDIRECTOR APPROVAL:
ComnAtee Council Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 City Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move approval of the installation of two speed humps on SW 333rd Street
and SW 334`i' Street, conversion to one-way streets, and installation of back -in angle parking in Westway,
exceeding the annual expenditure limit per neighborhood. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED IST reading
❑ TABLED/DEFERRED/NO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED — 02/06/2006 RESOLUTION #
12
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Committee
VIA: Skip Priest, Mayor
FROM: Cary M. Roe, P.E., Director of Parks, Public Works and Emergency Management9ok
Rick Perez, P. E., City Traffic Engineer j
SUBJECT: Olympic mew NTS — Westway
BACKGROUND:
Residents in the vicinity of SW 333d Street and SW 334`h Street between 21s' Avenue SW and 26`h Avenue SW
submitted a petition requesting the installation of traffic calming devices to control vehicle speeds in an effort to
improve vehicular and pedestrian safety on these streets. A traffic study was conducted and the results are as
follows:
• Roadway Classification : Minor Collector (SW 333rd Street) /Local (SW 334`x' Street)
• Average Daily Traffic (ADT): 505 1416, respectively
• 85"' percentile speed: 28.0 /24.4 mph, respectively
Based on the current adopted NTS installation criteria (per table below), SW 333rd Street scored 3.5 total
severity points, and SW 334th Street scored 0.5 total severity points. This meets the minimum 3.0 severity point
to qualify for the installation of traffic calming devices. SW 3340' Street was included in the analysis due to its
high potential for carrying diverted traffic if traffic calming were implemented only on SW 333`d Street. It
should also be noted that the majority of points scored were due to a fatal bicycle / automobile collision. The
driver of the automobile was found to not be at fault.
Table 1: Minor Collector (SW 333rd Street)
Point
Scale
85`h Percentile
Seed
Average Daily
Traffic ADT
Location
School/Park
5 -Year Collision Mstory
Total I Injury Fatal
0.0
0-25
0-1 000
No
1 - -
0.5
26-27
1,001 —1,800
Yes
2 - -
1.0
28-29
1,801 — 2,600
-
3 1 -
1.5
30-31
2,601 — 3,400
-
4 - -
2.0
32-33
3,401 — 4,200
-
5 2 1
2.5
1 34-35
1 4,201 — 5,000
-
6 - -
1
3.0
1 36+
1 5,001+
7+ 3+ 2+
13
Olympic View `12 NTS
3/15/2013
Page 2
Table 2: Local (SW 334`h Street)
Point
Scale
85`h Percentile
Seed
Average Daily
Traffic (ADT)
Location
School/Park
5 -Year Collision History
Total Injury Fatal
0.0
0-25
0-500
No
1 - -
0.5
26-27
501-600
Yes
2 - -
1.0
28-29
601-700
-
3 1 -
1.5
30-31
701-800
-
4 - -
2.0
32-33
801-900
-
5 2 1
2.5
34-35
901-1,000
-
6 - -
3.0
36+
1,001+
-
7+ 3+ 2+
A neighborhood traffic safety meeting was held on November 8, 2012 to discuss potential traffic calming
devices that could be implemented within the neighborhood.
To be effective in reducing speeds within Westway and to improve vehicular and pedestrian safety, the
group consensus was to modify the street network into one-way streets, add additional parking by
utilizing back -in angle parking, reduce the speed limit within Westway to 20 mph, and install a speed
hump on each of SW 333rd Street and SW 334t1i Street. Also, with the pavement marking changes
addition of a shoulder area for pedestrians and bicyclists will become feasible. A detailed diagram of the
proposed project per this ballot is attached. The conversions to one-way streets would be as follows:
• SW 333rd Street between 22nd Place SW and 26`h Avenue SW: westbound only
• SW 334`h Street between 22nd Place SW and 26`h Avenue SW: eastbound only
• 22nd Place SW between SW 333rd Street and SW 334`" Street: northbound only
• 23rd Avenue SW between SW 333rd Street and SW 330 Street: southbound only
• 25`h Avenue SW between SW 333`d Street and SW 334`h Street: northbound only
The proposed speed hump locations are:
a. 2324 SW 333rd Street
b. 33402 24`h Ave SW on SW 334`" Street
The intent of the one-way streets is to:
• Create more on -street parking, as many households have more vehicles than parking spaces
available;
• Reduce intersection sight distance restrictions by eliminating some turning movements at
intersections;
• Provide a buffer between motorized traffic and pedestrians; and
• Reduce speeds by narrowing the field of vision for drivers.
Concerns with the one-way streets proposal are that it could increase traffic volumes on some streets, and
that significant enforcement would be necessary to ensure compliance to reduce the risk of head-on
collisions, especially immediately after the conversions. Police has committed to provide adequate
enforcement to address the latter concern.
The proposed reduction in the speed limit is being presented in a separate agenda item.
KAUT02013\04-01-13 Olympic View NTS - Westway.docx 14
Olympic View ` 12 NTS
3/15/2013
Page 3
In accordance with established NTS policies, staff sent ballots to property owners and occupants within
600 feet of the proposed traffic calming device locations and also to those with the proposal located along
their sole access route. The following table summarizes the ballot results:
One of the installation criteria requires a 51% majority approval of the returned ballots. Based on the
ballot results represented in the above table, the balloting exceeds this majority. Ten of the 13 "No" votes
expressed opposition to the one-way streets proposal.
The estimated cost of this project is approximately $30,000, which falls outside of the $15,000 per
neighborhood per year budget limitation policy. The current allocated NTS budget per year is $50,000
with $20,000 designated specifically for school NTS and/or school safety related improvements.
Anticipating the size of this project and other projects that could be approved in 2013, $30,000 was
recommended and approved by City Council in 2012-2013 budget carryforward, which provides
sufficient funds for this project without impacting other NTS projects already approved and pending in
2013. Staff recommends approving the proposal.
cc: Project File
Day File
K:\LUTC\2013\04-01-13 Olympic View NTS - Westway.docx 15
Ballots Sent
201
Ballots Returned
40
19.9%
Undeliverable
31
Yes Votes
26
65.0%
No Votes
13
32.5%
Returned w/o Response
1
2.5%
One of the installation criteria requires a 51% majority approval of the returned ballots. Based on the
ballot results represented in the above table, the balloting exceeds this majority. Ten of the 13 "No" votes
expressed opposition to the one-way streets proposal.
The estimated cost of this project is approximately $30,000, which falls outside of the $15,000 per
neighborhood per year budget limitation policy. The current allocated NTS budget per year is $50,000
with $20,000 designated specifically for school NTS and/or school safety related improvements.
Anticipating the size of this project and other projects that could be approved in 2013, $30,000 was
recommended and approved by City Council in 2012-2013 budget carryforward, which provides
sufficient funds for this project without impacting other NTS projects already approved and pending in
2013. Staff recommends approving the proposal.
cc: Project File
Day File
K:\LUTC\2013\04-01-13 Olympic View NTS - Westway.docx 15
<■ a� 2 \ I
«
COUNCIL MEETING DATE: April 16, 2013 ITEM #:
.......... ._...... . _..._..... ....... _ ...... ......_. ..... __. ..... _... ................
CITY OF FEDERAL WAY
CITY COUNCIL
AGENDA BILL
SUBJECT: Westway Speed Limit Ordinance Change
POLICY QUESTION: Should Council approve the amendment to Chapter 8.30 Speed Limits of the Federal Way
Revised Code (FWRC)?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
❑ Consent ® Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Rick Perez, PE Cit Traffic Engineer DEPT: Public Works
............ . ..........................._.................._.........................................._...................._..............I............................. y ...... $_.................................................._................................................_................_......_...._..._....._._...._._..._.__............._.........._.__._._...._.._...._...__
Attachments: Land Use and Transportation Committee Memorandum dated April 1, 2013.
Options Considered:
1. Approve Ordinance amending Federal Way Revised Code (FWRC) 8.30, Speed Limits.
2. Do not approve Ordinance amending Federal Way Revised Code (FWRC) 8.30, Speed Limits, and
provide direction to staff.
MAYOR'S RECOMMENDATION: Forward Option 1 to the April 16, 2013 City Council Ordinance Agenda for
First Reading.
MAYOR APPROVAL: ,"
_ DIRECTOR APPROVAL: v„�
Comma ee Council Conunittee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 City Council Ordinance Agenda for
First Reading.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford Member
PROPOSED COUNCIL MOTION(S):
1ST READING OF ORDINANCE (APRIL 16, 2013): 1 move to forward the ordinance to a second reading for
enactment on the May 7, 2013 Consent Agenda.
2ND READING OF ORDINANCE (MAY 7, 2013): "1 move approval of the Ordinance amending Federal Way
Revised Code (FWRC) 8.30, Speed Limits. "
17
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑
APPROVED
COUNCIL BILL #
❑
DENIED
IST reading
❑
TABLED/DEFERRED/NO ACTION
Enactment reading
❑
MOVED TO SECOND READING (ordinances only)
ORDINANCE #
17
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Committee
VIA: Skip Priest, Mayor
FROM: Cary M. Roe, P.E., Director of Parks, Public Works and Emergency Management &,Wl--
Rick Perez, P.E., City Traffic Engineer
SUBJECT: Westway Speed Limit Ordinance Proposed Change
BACKGROUND:
Two citizen requests for the revision of existing speed limits have been received this year.
The City Council has authority to determine all speed limits in Federal Way, except on state
highways where the Washington State Transportation Commission has sole authority. Streets
not explicitly defined in the code default to the state maximum speed limit, which is 25 mph on
city streets. The City Council also has the authority to reduce the minimum speed limit of 25
mph to 20 mph under special circumstances.
Citizen requests were received for S 356th Street from 1St Avenue S to SR 99, and for the
Westway neighborhood.
ANALYSIS CRITERIA
RCW 46.61.415 governs the setting of speed limits by local agencies. In particular, subsection
(2) reads:
"Local authorities in their respective jurisdictions shall determine by an engineering and
traffic investigation the proper maximum speed for all arterial streets and shall declare a
reasonable and safe maximum limit thereon which may be greater or less than the
maximum permitted under RCW 46.61.400(2) but shall not exceed sixty miles per hour."
The federal Manual on Uniform Traffic Control Devices (MUTCD), adopted by the city in
FWRC Section 19.135.060, as amended by WAC 468-95-045, lists the following criteria for
determining appropriate speed limits:
1. The 85th percentile speed of vehicles traveling on the road;
2. Road characteristics, shoulder condition, grade, alignment, and sight distance;
3. The pace speed;
4. Roadside development and environment;
5. Parking practices and pedestrian activity;
6. Reported accident experience for at least a 12 -month period;
7. Other factors such as route development or comprehensive plans.
18
Another criterion that staff would consider is consistency with speed limits on similar streets.
Land Use and Transportation Committee
Westway Speed Limit Ordinance Proposed Change
Aprill, 2013
Page 2
The Institute of Transportation Engineer's Traffic Engineering Handbook provides the following
rationale and guidance for setting speed limits:
• "Proper use of speed regulation is based on the recognition that lower speed reduces
stopping distances and generally reduces severity of accidents."
• "Speed regulations and speed limits are intended to supplement motorists' judgment in
determining speeds that are reasonable and proper for particular traffic, weather, and
roadway conditions."
• "However, if drivers do not consider speed regulations to be reasonable, the limits will be
disobeyed and lose much of their value."
• "...the more a driver deviates from the average speed of traffic, the greater his or her
chance of being involved in an accident."
• "The 85th percentile speed as determined by speed studies is a principal factor to be used
in the determination of proper speed limits. It is generally assumed that 85% of drivers
operate at speeds that are reasonable and prudent for the conditions present in each
situation. Hence the 85d' percentile speed of a spot -speed distribution is a first
approximation of the speed zone that might be imposed, subject to consideration of other
factors, as listed above [citing MUTCD criteria]."
Supporting these principles is the following experience within Federal Way where conflicting
views of speed limit revisions were discussed and evaluated:
S 304`h Street: SR -99 — Military Rd S
23rd Avenue S: S 312`h Street — S 317th Street
Seed Limit
30
25
85percentile speed
34
35
10 mph pacespeed
23-32
27-36
16 in pace
58%
72%
Collision Rate
10.74
13.10
Collisions per year
6.67
7.5
19 2
Land Use and Transportation Committee
Westway Speed Limit Ordinance Proposed Change
April 1, 2013
Page 3
SW 342"d Street: 35`h Avenue SW — Hoyt Rd SW
SW 356`h Street: V Avenue S — 20th Avenue SW
Milton Road S: SR 161— S 376`h Street
In general, this analysis finds that the results of changing speed limits are consistent with traffic
engineering experience and contrary to typical public expectations. Speeds did not change significantly
whether the speed limit was raised or lowered, and in fact, safety was increased significantly only when
the speed limit was revised to closer to the 85`h percentile speed. It should be noted that the collision
experience after the speed limit was lowered on SW 342d Street is also influenced by the installation of
two speed humps in 2001.
ANALYSIS LOCATIONS
Westway
Within the Westway neighborhood, all streets are local, with the exception of SW 334th Street
between 21St Avenue SW and 22nd Place SW, 22nd Place SW between SW 333rd Street and SW
334th Street, SW 333rd Street between 22nd Place SW and 26`h Avenue SW, and 26th Avenue SW
north of SW 333rd Street which together create a continuous minor collector. On SW 333rd
Street, SW 334th Street, 22nd Place SW, and 26th Avenue SW, paved widths are 34 feet, and all
other streets are 30 feet. Shoulder walkways are provided on one side of SW 334th Street and
26th Place SW. Streets are generally straight, except for the curves making the continuous minor
collector on SW 334th Street, 22nd Place SW, and SW 333rd Street. On -street parking is heavily
utilized, restricting sight distance at intersections, which restrictions are further compounded by
20 3
Speed Limit
35
25
85` percentilespeed
37
42
10 mph pacespeed
27-36
27-36
% in pace
66%
62%
Collision Rate
1.44
0.90
Collisions per year
1.67
0.50
SW 356`h Street: V Avenue S — 20th Avenue SW
Milton Road S: SR 161— S 376`h Street
In general, this analysis finds that the results of changing speed limits are consistent with traffic
engineering experience and contrary to typical public expectations. Speeds did not change significantly
whether the speed limit was raised or lowered, and in fact, safety was increased significantly only when
the speed limit was revised to closer to the 85`h percentile speed. It should be noted that the collision
experience after the speed limit was lowered on SW 342d Street is also influenced by the installation of
two speed humps in 2001.
ANALYSIS LOCATIONS
Westway
Within the Westway neighborhood, all streets are local, with the exception of SW 334th Street
between 21St Avenue SW and 22nd Place SW, 22nd Place SW between SW 333rd Street and SW
334th Street, SW 333rd Street between 22nd Place SW and 26`h Avenue SW, and 26th Avenue SW
north of SW 333rd Street which together create a continuous minor collector. On SW 333rd
Street, SW 334th Street, 22nd Place SW, and 26th Avenue SW, paved widths are 34 feet, and all
other streets are 30 feet. Shoulder walkways are provided on one side of SW 334th Street and
26th Place SW. Streets are generally straight, except for the curves making the continuous minor
collector on SW 334th Street, 22nd Place SW, and SW 333rd Street. On -street parking is heavily
utilized, restricting sight distance at intersections, which restrictions are further compounded by
20 3
Land Use and Transportation Committee
Westway Speed Limit Ordinance Proposed Change
Aprill, 2013
Page 4
fences immediately behind the edge ofavement due to narrow rights-of-way, and a crest
vertical curve on the east end of SW 333` Street. The 85th percentile speed on SW 333`d Street
is 28 mph and on SW 334th Street it is 24 mph. Adjacent land use is residential. Only one
collision is reported within the last three years, a bicycling fatality that generated the request for
the revision of the speed limit and a traffic calming proposal.
The statutory speed limit of 25 mph on city streets is currently in effect. The citizens request
lowering the speed limit to 20 mph. Although most technical criteria suggest leaving the 25 mph
speed limit in place, the unique density of driveways and homes in Westway supports the
request. Therefore, staff concurs with the request to lower the speed limit to 20 mph within
Westway.
S 356th St: 1St Avenue S - SR99
S 356th St is a two-lane principal arterial with a posted speed limit of 35 mph. The eastern
portion has been improved to five lanes with curbs and sidewalks. A two-way left -turn lane
exists in front of Brooklake Church. The horizontal alignment is straight. Shoulders are paved
and vary in width between two and eight feet. The grades towards the Hylebos Creek crossing
contribute to higher speeds. Adjacent land use is single family residential, churches, and open
space, with low driveway density. There is no parking activity. Although there is limited
pedestrian activity, portions of the street are used by high school students walking to Todd
Beamer High School. The corridor collision rate is 3.43, which is less than the average of 4.15
for principal arterials.
Posted speed limits are 35 mph though this roadway segment and to the east, and 40 mph to the
west of 1St Avenue S. The citizen request was to increase the posted speed to 40 mph. The 85th
percentile speed is 42 mph and the 10 mph pace is 32 to 42 mph with 72% within this range.
Staff proposes to not revise the speed limit due to the narrow shoulder segments combined with
pedestrian usage.
21 4
ORDINANCE NO.
AN ORDINANCE of the City of Federal Way, Washington, relating to
speed limits; amending FWRC 8.30.040. (Amending Ordinance
Nos. 10-675,10-669,10-668, 03-449, 00-364, 96-259, 93-177, and 90-29)
WHEREAS, The state traffic laws regulating the speed of vehicles shall be applicable upon
all streets within the city, except that the legislative authority of the city, as authorized by state law,
may declare and determine by order, rule or regulation, properly adopted, that certain increased or
decreased speed regulations shall be applicable upon specified streets or in certain areas, in which
event it is unlawful for any person to operate a vehicle at a speed in excess of the speed so
established when proper signs are in place giving notice thereof; and
WHEREAS, Whenever conditions are found to exist upon an arterial street or highway which
warrant an increase in the speed permitted by state law, the city council, subject to the approval of
the state highway commission in cases involving state highways, shall determine and declare a
reasonable and safe maximum speed limit for such arterial street or highway, or portion thereof, not
to exceed 60 miles per hour; and
WHEREAS, Whenever it is deemed inadvisable for vehicles to operate at the maximum
speed allowed by state law on any portion of a street or public highway on account of a sharp
curvation, highway construction or repairs, excessive traffic, any dangerous condition, or other
temporary or permanent cause, the city council, subject to the approval of the State Highway
Commission in cases involving state highways, shall determine and fix a lower maximum speed or
otherwise regulate a lesser speed; provided, that in no case shall the maximum speed be reduced to
less than 20 miles per hour; and
Ordinance No. 13 -
22
Page I of S
Rev 1/10
WHEREAS, this ordinance is in the interest of the public health, safety and welfare;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FEDERAL WAY,
WASHINGTON, DO ORDAIN AS FOLLOWS:
Section 1. FWRC 8.30.040 is hereby amended to read as follows:
8.30.040 Schedule.
The maximum speed limits set forth in the following schedule of speed limits are hereby
established as the reasonable and safe maximum speed limits to be effective at all times upon the
streets and highways designated in the schedule. The mayor shall cause appropriate signs to be
erected on such streets and highways, giving notice of the speed limits, as provided in this
chapter.
(1) Speed limit 20 mph. No person shall operate a motor vehicle upon the following described
roads in excess of 20 mph:
All internal park roads.
18th Place South, between South 341st Place and South 344th Street.
22'd Avenue Southwest. between Southwest 3340' Street and cul-de-sac south of
Southwest 334th Street.
22nd Court Southwest between Southwest 333rd Street and cul-de-sac north of Southwest
333' Street.
....nd ri n n _ a ` .,.,mrd n __a __J [-__aL--. a 'I-lAth 01......+
23rd Avenue Southwest. between Southwest 333rd Street and cul-de-sac south of
Southwest 334th Street.
n Ath ♦ - - - - n - �'--- - ' - - -- - - '' - -_a f ?Mrd da .� --A ,...t A-
25th Avenue Southwest, between Southwest 334th Street and cul-de-sac south of
Southwest 334th Street.
26th Avenue Southwest. between 100 feet north of Southwest 333 Street to end of road
south of Southwest 334th Street.
Southwest 333rd Street between 22nd Place Southwest and 26th Avenue Southwest.
n---�'- -- � Ath n`-_ '--- n1 St A___-___ n --A 11401 A..,... Q..,,+U., +
(2) Speed limit 30 mph. No person shall operate a motor vehicle upon the following described
roads in excess of 30 miles per hour:
9th Avenue South, between South 336th Street and South 348th Street.
11th Place South, between South 320th Street and South 324th Street.
20th Avenue South, between South 312th Street and South 320th Street.
16th Avenue South, between South 356th Street and South 364th Way.
23rd Avenue South, between South 312th Street and South 324th Street.
South 304th Street, between Pacific Highway South and Military Road South.
South 317th Street, between 23rd Avenue South and 28th Avenue South.
Ordinance No. 13- Page 2 of 5
Rev 1/10
23
South 324th Street, between 11th Place South and 23rd Avenue South.
South 364th Way, between 12th Avenue South and 16th Avenue South.
Southwest 356th Street, between 20th Avenue Southwest and Pierce County.
Milton Road South, between Enchanted Parkway South and South 372nd Street.
South 372nd Street, between Milton Road South and Milton Road South.
Milton Road South, between South 372nd Street and South 376th Street.
(3) Speed limit 35 mph. No person shall operate a motor vehicle upon the following described
roads in excess of 35 miles per hour:
1st Avenue South, between South 296th Street and South 356th Street.
12th Avenue South, between South 372nd Way and South 364th Way.
16th Avenue South, between South Dash Point Road and Pacific Highway South, and
between Pacific Highway South and South 348th Street.
10th Avenue Southwest, between Southwest Campus Drive and 6th Avenue Southwest.
21st Avenue Southwest, between Southwest Dash Point Road and Southwest 356th
Street.
28th Avenue South, between South 304th Street and South 317th Street.
South 288th Street, between Pacific Highway South and F.A.I. No. 5.
South and Southwest 312th Street, between Southwest Dash Point Road and 28th
Avenue South.
South and Southwest 320th Street, between 1,000 feet west of Ist Avenue South and
F.A.I. No. 5 and between 21 st Avenue Southwest and 47th Avenue Southwest.
South 336th Street, between 1st Way South and Weyerhaeuser Way South.
Southwest 336th Street, between 21st Avenue Southwest and 26th Place Southwest.
Southwest 336th Way, between 26th Place Southwest and 30th Avenue Southwest.
Southwest 340th Street, between 30th Avenue Southwest and Hoyt Road Southwest.
South 344th Street, between Weyerhaeuser Way South and 1,500 feet east of
Weyerhaeuser Way South.
Southwest 344th Street, between 21st Avenue Southwest and 35th Avenue Southwest.
South 348th Street, between 1 st Avenue and Pacific Highway South.
South 356th Street, between 1st Avenue South and 16th Avenue South.
South 359th Street, between Pacific Highway South and 16th Avenue South.
South 373rd Street, between Pacific Highway South and South 372nd Way.
South 372nd Way, between 12th Avenue South and South 373rd Street.
Hoyt Road Southwest, between Southwest Dash Point Road and Pierce County.
Redondo Way South, between South Dash Point Road and the South 284th Street (if
extended).
Southwest Campus Drive, between 1 st Avenue South and 21 st Avenue Southwest.
South Star Lake Road, between South 272nd Street and Military Road South.
Weyerhaeuser Way South, between South 320th Street and South 349th Street.
(4) Speed limit 40 mph. No person shall operate a motor vehicle upon the following described
roads in excess of 40 miles per hour:
Ordinance No. 13 -
24
Page 3 of 5
Rev 1/10
South and Southwest 320th Street, between 21st Avenue Southwest and 1,000 feet west
of 1st Avenue South and between F.A.I. No. 5 and 1,000 feet east of Weyerhaeuser Way South.
Southwest 356th Street, between 1 st Avenue South and 20th Avenue Southwest.
Military Road South, F.A.I. No. 5 at South Star Lake Road and F.A.I. No. 5 at South
307th Street (if extended).
(5) Speed limit 45 mph. No person shall operate a motor vehicle upon the following described
roads in excess of 45 miles per hour:
Military Road South, between South 320th Street and State Route 18.
Section 2. Severability. Should any section, subsection, paragraph, sentence, clause, or
phrase of this chapter, or its application to any person or situation, be declared unconstitutional or
invalid for any reason, such decision shall not affect the validity of the remaining portions of this
chapter or its application to any other person or situation. The City Council of the City of Federal
Way hereby declares that it would have adopted this chapter and each section, subsection,
sentence, clauses, phrase, or portion thereof, irrespective of the fact that any one or more
sections, subsections, sentences, clauses, phrases, or portions be declared invalid or
unconstitutional.
Section 3. Corrections. The City Clerk and the codifiers of this ordinance are authorized
to make necessary corrections to this ordinance including, but not limited to, the correction of
scrivener/clerical errors, references, ordinance numbering, section/subsection numbers and any
references thereto.
Section 4. Ratification. Any act consistent with the authority and prior to the effective
date of this ordinance is hereby ratified and affirmed.
Section 5. Effective Date. This ordinance shall take effect and be in force thirty (30) days
from and after its passage and publication, as provided by law.
Ordinance No. 13 -
25
Page 4 of 5
Rev 1/10
PASSED by the City Council of the City of Federal Way this day of
20
CITY OF FEDERAL WAY
MAYOR, SKIP PRIEST
ATTEST:
CITY CLERK, CAROL MCNEILLY, CMC
APPROVED AS TO FORM:
CITY ATTORNEY, PATRICIA A. RICHARDSON
FILED WITH THE CITY CLERK:
PASSED BY THE CITY COUNCIL:
PUBLISHED:
EFFECTIVE DATE:
ORDINANCE NO.:
Ordinance No. 13 -
26
Page S of S
Rev 1/10
COUNCIL MEETING DATE: April 16, 2013 ITEM #:
CITY OF FEDERAL WAY
CITY COUNCIL
AGENDA BILL
SUBJECT: Mark Twain Elementary School Safe Routes to School Project— Final Acceptance
POLICY QUESTION: Should the Council accept the Mark Twain Elementary School Safe Routes to School Project
constructed by NPM Construction Co. as complete?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: John Mulkey, P. E., Street Systems Project Engineer ��'� DEPT: Public Works
Y....................._.......................................................... _..... _............................_..._.................._................__............ ....._....._........._..._....._._._.__....................
Attachments: Memorandum to the Land Use and Transportation Committee dated April 1, 2013.
O tions Considered:
1. Authorize final acceptance of the completed Mark Twain Elementary School Safe Routes to School
Project constructed by NPM Construction Co. in the amount of $237,471.44 as complete.
2. Do not authorize final acceptance of the completed Mark Twain Elementary School Safe Routes to
School Project constructed by NPM Construction Co. as complete and provide direction to staff.
MAYOR'S RECOMMENDATION: The mayor recommends Option 1 be forwarded to the April 16, 2013 Council
Consent Agenda for approval. 1
MAYOR APPROVAL:, DIRECTOR APPROVAL:
Commi a Council Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move to authorize final acceptance of the completed Mark Twain
Elementary School Safe Routes to School Project constructed by NPM Construction Co. in the amount of
$237,471.44 as complete.
27
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑
APPROVED
COUNCIL BILL #
❑
DENIED
IsT reading
❑
TABLED/DEFERRED/NO ACTION
Enactment reading
❑
MOVED TO SECOND READING (ordinances only)
ORDINANCE #
REVISED — 02/06/2006
RESOLUTION #
27
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transpo at o ommittee
VIA: Skip Priest, Mayor
Cary M. Roe, P.E., irec�tor of Parks, Public Works and Emergency Management A
FROM: John Mulkey, P.E. Street Systems Project Engineer '4'p—
SUBJECT: Mark Twain Elementary School Safe Routes to School Project— Final Acceptance
BACKGROUND:
Prior to release of retainage on a Public Works construction project, the City Council must accept the
work as complete to meet State Department of Revenue and State Department of Labor and Industries
requirements. The Mark Twain Elementary School Safe Routes to School project contract with NPM
Construction Co. is complete. The final construction contract amount is $237,471.44. This is
$38,271.56 below the $275,743.00 (including contingency) budget that was approved by the City Council
on July 17, 2012.
cc: Project File
Central File
K:\LUTC\2013\04-01-13 Mark Twain Elementary School Safe Routes to School project - Project Acceptance.doc
28
COUNCIL MEETING DATE: April 16, 2013 ITEM #:
CITY OF FEDERAL WAY
CITY COUNCIL
AGENDA BILL
SUBJECT: 2013 Asphalt Overlay Project - Change Order
POLICY QUESTION: Should the Council authorize the addition of two new schedules to the 2013 Asphalt Overlay
Project?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Marwan Salloum, P.E., Deputy Public Works
: Public Works
Attachments: Land Use and Transportation Committee memorandum dated April 1, 2013.
Options Considered:
1. Authorize staff to add Schedule "F", City Hall parking lot pavement repair and Schedule "G",
Steel Lake Park pavement repair to the 2013 Asphalt Overlay Project contract with Tucci and
Sons, Inc. as a change order in the amount of $95,527.09 and approve a 10% contingency of
$9,552.00, for a total of $105,079.09, and authorize the Mayor to execute the change order.
2. Do not authorize staff to add Schedules "F" and "G" to the 2013 Asphalt Overlay Project and
provide direction to staff.
MAYOR'S RECOMMENDATION: The Mayor recommends forwarding Option 1 to the April 16, 2013 City
Council Consent Agenda for approval.
11
MAYOR APPROVAL: fiDIRECTOR APPROVAL: �
VCbmnii4 Council Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 on the April 16, 2013 Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: " I move to authorize staff to add Schedule "F", City Hall parking lot pavement
repair and Schedule "G ", Steel Lake Park pavement repair to the 2013 Asphalt Overlay Project contract with
Tucci and Sons, Inc. as a change order in the amount of $95,527.09 and approve a 10% contingency of
$9,552. 00, for a total of $105,079.09, and authorize the Mayor to execute the change order. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED IST reading
❑ TABLED/DEFERRED/NO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED — 02/06/2006 29 RESOLUTION #
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Committee
VIA: Skip Priest, Mayor D
Dir�NoParks, Public Works and Emer enc Mana ementFROM: Cary M. Roe, P.E ,Emergency g &*2.1
Marwan Salloum, Deputy Public Works Director
SUBJECT: 2013 Asphalt Overlay Project — Change Order
BACKGROUND:
As part of the 2013 Carry Forward budget adjustments, the City Council appropriated some funding for the City
Hall parking lot pavement repair in the amount of $60,000 and the Steel Lake Park pavement repair in the amount
of $75,000.
The contractor for the 2013 Asphalt Overlay Project agreed to complete both of these projects as added schedules
using the same until prices from his bid. The City Hall parking lot pavement repair will be added as schedule "F"
and will be using the same unit prices from schedule "C", West Campus Office Park with the addition of the
mobilization line item to cover the contractor cost of over time for working on the weekend. The Steel Lake Park
pavement repair will be added as schedule "G" using the same unit prices from schedule `B", Adelaide Park, with
the addition of the mobilization line item to cover the cost of mobilizing equipment to the Steel Lake Park site
location. See attached cost breakdown for proposed schedules F and G.
ESTIMATED EXPENDITURES:
ADDED SCHEDULE DESCRIPTION AMOUNT
F City Hall parking lot pavement repair $ 36,863.12
G Steel Lake Park pavement repair 58,663.97
Subtotal 95,527.09
10% Construction Contingency 9,552.00
ESTIMATED TOTAL COST $105,079.09
AVAILABLE FUNDING:
The available budget for the 2013 Asphalt Overlay Project is $135,000.00 and is comprised of the following:
• City Hall parking lot pavement repair
• Steel Lake Park pavement repair
$ 60,000.00
75,000.00
TOTAL FUNDING AVAILABLE FOR THIS CHANGE ORDER $ 135,000.00
Therefore, staff recommends authorizing the addition of Schedule "F", City Hall parking lot pavement repair and
Schedule "G", Steel Lake Park pavement repair to the 2013 Asphalt Overlay Project to be constructed by Tucci
and Sons, Inc.
30
k:\lutc\2013\04-01-13 2013 Asphalt Overlay Project Change Order.doc
w
r
2n13 Asnhalt Overlav Pronosed Schedules F and G Cost Break Down
Schedule F - City Hall Parking Pavement Repair
2013 Asphalt Overlay Unit Price
Item No. Item Description
Approx. Quantity
Unit
Unit Price Total Cost
1 Mobilization
1
LS
$5,000.00
$5,000.00
2 Flaggers and Spotters *
64
HR
$44.00
$2,816.00
3 Other Traffic Control Labor *
4
HR
$44.00
$176.00
4 As halt/Cement Concrete Sawcuttin *
3812
LF
$0.01
$38.12
5 Roadway Excavation Incl. Haul *
87
CY
$97.00
$8,439.00
6 CSTC for Pavement Repair & Roadway Widening, Incl. Haul *
12
TN
$30.00
$360.00
7 HMA Class 1/2" PG 64-22 for Pavement Repair & Roadway Widening *
180
TN
$98.00
$17,640.00
8 Removal of Cement Concrete Gutter *
57
SY
$42.00
$2,394.00
Total =
$7,863.12
Schedule G - Steel Lake Park Parking Pavement Repair
2013 Asphalt Overlay Unit Price
Item No. Item Description
Approx. Quantity
Unit
Unit Price
Total Bid
1 Mobilization
1
LS
$4,500.00
$4,500.00
2 Flaggers and Spotters **
88
HR
$44.00
$3,872.00
3 Other Traffic Control Labor **
8
HR
$44.00
$352.00
4 As halt/Cement Concrete Sawcuttin **
6497
LF
$0.01
$64.97
51 Roadway Excavation Incl. Haul **
130
CY
$135.00
$17,550.00
6 CSTC for Pavement Repair & Roadway Widening, Incl. Haul **
100
TN
$30.00
$3,000.00
7 HMA Class 1/2" PG 64-22 for Pavement Repair & Roadway Widenin **
250
TN
$115.00
$28,750.00
8 Paint Line **
1000
LF
$0.28
$280.00
9 Plastic traffic Arrow **
51
LF
1 $59.00
$295.00
Total =
$58,663.97
Change Order Total =
$95,527.09
" Schedule "G" unit bid price
** Schedule "B" unit bid price
COUNCIL MEETING DATE: April 16, 2013 ITEM #:
_......... .. ...... .......... .... . .. _ . _ ...............
CITY OF FEDERAL WAY
CITY COUNCIL
AGENDA BILL
SUBJECT: S 320th Street at 20th Avenue S Intersection Improvements Project — Bid Award
POLICY QUESTION: Should the Council award the S 320th Street at 20th Avenue S Intersection Improvements Project
to the lowest responsive, responsible bidder?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Marwan Salloum, P.E_, Deputy Public Works Directo EPT: Public Works
................................................................................................................................................... ...................................................._............_..................._........ .................................................
.............. ......... ..... .._.._....._...._...._.............. .... ...........
Attachments: Land Use and Transportation Committee memorandum dated April 1, 2013.
Options Considered:
1. Award the S 320th Street at 20th Avenue S Intersection Improvements Project to Titan Earthwork, LLC,
the lowest responsive, responsible bidder, in the amount of $1,324,123.75 and approve a 10%
contingency of $132,412.00, for a total of $1,456,535.75, and authorize the Mayor to execute the
contract.
2. Reject all bids for the S 320th Street at 20th Avenue S Intersection Improvements Project and direct staff
to rebid the project and return to Committee for further action.
MAYOR'S RECOMMENDATION: The Mayor recommends forwarding Option 1 to the April 16, 2013 City
Council Consent Agenda for apprpnl.
MAYOR APPROVAL: A�e DIRECTOR APPROVAL:
ommi Council Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne
Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move to award the S 32e Street at 20`x' Avenue S Intersection Improvements
Project to Titan Earthwork, LLC, the lowest responsive, responsible bidder, in the amount of $1,324,123.75 and
approve a 10% contingency of $132,412.00, for a total of $1,456,535.75, and authorize the Mayor to execute the
contract. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED
COUNCIL BILL #
❑ DENIED
IST reading
❑ TABLED/DEFERRED/NO ACTION
Enactment reading
❑ MOVED TO SECOND READING (ordinances only)
ORDINANCE #
REVISED — 02/06/2006 32
RESOLUTION #
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Committee
VIA: Skip Priest, May�6)
FROM•
Cary M. Roe, P.E., Director of Parks, Public Works an Emergency Management l�
Marwan Salloum, P.E., Deputy Public Works Directory/
SUBJECT: S320 th Street at 20th Avenue S Intersection Improvements Protect — Bid Award
BACKGROUND
Eleven (11) bids were received and opened on March 21, 2013, for the S 320th Street at 20th Avenue S
Intersection Improvements Project. See attached Bid Tabulation Summary. The lowest responsive,
responsible bidder is Titan Earthwork, LLC. with a total bid of $1,324,123.75. The low bid received was
(11 %) below the engineer estimate.
Reference checks on Titan Earthwork, LLC by City staff indicates that the contractor has performed
similar work. As a result, City staff believes Titan Earthwork, LLC can successfully complete this project
to the City's satisfaction. Therefore, the lowest responsive, responsible bidder is Titan Earthwork, LLC
in the amount of 1,324,123.75.
PROJECT ESTIMATED EXPENDITURES:
Design $ 450,000.00
ROW Acquisition 0.00
Low Bid 1,324,123.75
10% Construction Contingency 132,412.00
Water quality vault on 21St Ave 500,000.00
Construction Management 350,000.00
TOTAL PROJECT COSTS $ 2,756,535.75
AVAILABLE FUNDING:
Budgeted City Funds (2011/2012) $ 500,000.00
Budgeted City Funds ( 2013/2014) 3,500,000.00
Mitigation 144,284.00
Interest 3,245.00
TOTAL AVAILABLE BUDGET $ 4,147,529.00
FUNDING BALANCE
33
P46 1 of 6
South 320th Street at 20th Ave S
RFB No. 13-104
BID OPENING DATE March 21, 2013
Vendor Name --->
Location ---------->
Bid #1
Titan Earthwork, LLC
Summer, WA
Bid #2
Tucci and Sons, Inc.
Tacoma, WA
Bid #3
Stan Palmer Construction, Inc.
Bremerton, WA
Bid #4
RAZZ Construction Inc.
Bellin ham, WA
Bid #5
Hohansen Excavating, Inc.
Buckley, WA
Item No.
Item
Units
Plan Q
Unit Price
Total
Price
Total
Price
Total
Price
Total
Price
Total
1
MOBILIZATION
L.S.
1
$130,000.00
$130,000.00
$46,000.00
$46,000.00
$140,000.00
$140,000.00
$127,000.00
$127,000.00
$123,560.00
$123,560.00
2
REMOVAL OF STRUCTURE AND OBSTRUCTION
L.S.
1
$10,000.00
$10,000.00
$12,000.00
$12,000.00
$25,000.00
$25,000.00
$23,466.00
$23,466.00
$46,000.00
$46,000.00
3
REMOVING DRAINAGE PIPE
L.S.
1
$2,500.00
$2,500.00
$5,200.00
$5,200.00
$2,700.00
$2,700.00
$4,150.00
$4,150.00
$3,200.00
$3,200.00
4
REMOVING DRAINAGE STRUCTURE
EACH
3
$1,000.00
$3,000.00
$200.00
$600.00
$250.00
$750.00
$400.00
$1,200.00
$770.00
$2,310.00
5
REMOVING CEMENT CONC. SIDEWALK
S.Y.
1,200
$12.00
$14,400.00
$12.50
$15,000.00
$5.00
$6,000.00
$6.00
$7,200.00
$7.20
$8,640.00
6
REMOVING CEMENT CONC. CURB AND GUTTER
L.F.
1,800
$3.00
$5,400.00
$2.00
$3,600.00
$2.00
$3,600.00
$6.20
$11,160.00
$4.80
$8,640.00
7
SAWCUTTING
S.F.
1,500
$3.00
$4,500.00
$4.15
$6,225.00
$3.35
$5,025.00
$2.50
$3,750.00
$9.70
$14,550.00
8
REMOVING PLASTIC LINE
L.F.
2,280
$0.25
$570.00
$1.00
$2,280.00
$1.00
$2,280.00
$0.90
$2,052.00
$1.40
$3,192.00
9
REMOVING PLASTIC TRAFFIC MARKING
EACH
12
$55.00
$660.00
$80.00
$960.00
$90.00
$1,080.00
$90.00
$1,080.00
$82.50
$990.00
10
REMOVING TEMPORARY PAVEMENT MARKING
L.F.
3,000
$0.30
$900.00
$0.15
$450.00
$0.15
$450.00
$0.17
$510.00
$0.04
$120.00
11
REMOVAL OF CONTAMINATED SOIL
C.Y.
100
$38.00
$3,800.00
$250.00
$25,000.00
$65.00
$6,500.00
$356.00
$35,600.00
$74.35
$7,435.00
12
REMOVING MISCELLANEOUS TRAFFIC ITEM
L.S.
1
$10,000.00
$10,000.00
$12,000.00
$12,000.00
$3,600.00
$3,600.00
$6,000.00
$6,000.00
$8,810.00
$8,810.00
13
REMOVAL AND RELOCATION OF EXISTING PRIVATE IMPROVEME
EST.
1
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
14
IROADWAY EXCAVATION INCL. HAUL
C.Y.
1,900
$22.50
$42,750.00
$27.00
$51,300.00
$22.00
$41,800.00
$20.40
$38,760.00
$15.90
$30,210.00
15
UNDERDRAIN PIPE 6 IN. DIAM.
L.F.
1,020
$3.00
$3,060.00
$7.00
$7,140.00
$6.50
$6,630.00
$1.00
$1,020.00
$10.40
$10,608.00
16
RECONNECT EXISTING MISC. DRAIN
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
17
GRAVEL BORROW FOR TRENCH BACKFILL INCL. HAUL
C.Y.
275
$32.00
$8,800.00
$80.00
$22,000.00
$29.00
$7,975.00
$32.30
$8,882.50
$31.00
$8,525.00
18
CATCH BASIN TYPE 1
EACH
6
$750.00
$4,500.00
$1,300.00
$7,800.00
$1,000.00
$6,000.00
$960.00
$5,760.00
$1,030.00
$6,180.00
19
CATCH BASIN TYPE 2 48 IN. DIAM.
EACH
3
$1,500.00
$4,500.00
$2,450.00
$7,350.00
$2,000.00
$6,000.00
$2,288.00
$6,864.00
$2,310.00
$6,930.00
20
CATCH BASIN INSERTS FOR SPILL CONTROL
EACH
8
$650.00
$5,200.00
$350.00
$2,800.00
$1,400.00
$11,200.00
$400.00
$3,200.00
$1,262.00
$10,096.00
21
TESTING STORM SEWER PIPE
L.F.
785
$3.50
$2747.50
$1.75
$1,373.75
$3.00
$2,355.00
$3.45
$2,708.25
$2.00
$1,570.00
22
CL. V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM.
L.F.
500
$30.00
$15,000.00
$71.35
$35,675.00
$49.00
$24,500.00
$45.00
$22,500.00
$40.00
$20,000.00
23
CL. V REINF. CONC. STORM SEWER PIPE 15 IN. DIAM.
L.F.
45
$48.00
$2,160.00
$230.00
$10,350.00
$66.00
$2,970.00
$58.00
$2,610.00
$73.00
$3,285.00
24
CL. IV REINF. CONC. STORM SEWER PIPE 18 IN. DIAM.
L.F.
250
$58.50
$14,625.00
$110.00
$27,500.00
$71.00
$17,750.00
$64.00
$16,000.00
$60.00
$15,000.00
25
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
L.F.
10
$73.00
$730.00
$200.00
$2,000.00
$61.00
$610.00
$141.00
$1,410.00
$217.00
$2,170.00
26
ADJUST CATCH BASIN TO GRADE
EACH
11
$575.00
$6,325.00
$380.00
$4,180.00
$260.00
$2,860.00
$300.00
$3,300.00
$681.00
$7,491.00
27
ROUND LOCKING SOLID COVER
EACH
5
$670.00
$3,350.00
$375.00
$1,875.00
$370.00
$1,850.00
$600.00
$3,000.00
$467.00
$2,335.00
28
HEAVY DUTY MANHOLE FRAME AND COVER
EACH
5
$670.00
$3,350.00
$1,100.00
$5,500.00
$500.00
$2,500.00
$672.00
$3,360.00
$556.00
$2,780.00
29
THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CUF
EACH
9
$425.00
$3,825.00
$780.00
$7,020.00
$400.00
$3,600.00
$500.00
$4,500.00
$556.00
$5,004.00
30
REPLACE EXISTING GRATE WITH VANED GRATE
EACH
1
$450.00
$450.00
$200.00
$200.00
$150.00
$150.00
$275.00
$275.00
$380.00
$380.00
31
PERMEABLE BALLAST
TON
510
$26.50
$13,515.00
$33.25
$16,957.50
$15.00
$7,650.00
$19.50
$9,945.00
$25.00
$12,750.00
32
CRUSHED SURFACING BASE COURSE
TON
700
$23.50
$16,450.00
$31.50
$22,050.00
$33.00
$23,100.00
$40.35
$28,245.00
$27.00
$18,900.00
33
PLANING BITUMINOUS PAVEMENT
S.Y.
1,900
$5.00
$9,500.00
$5.10
$9,690.00
$4.50
$8,550.00
$4.70
$8,930.00
$5.50
$10,450.00
34
HMA CL. 1/2 IN. PG 64-22
TON
475
$94.25
$44,768.75
$77.00
$36,575.00
$80.00
$38,000.00
$86.70
$41,182.50
$92.00
$43,700.00
35
HMA CL. 1 IN. PG 64-22
TON
925
$78.50
$72,612.50
$77.70
$71,872.50
$80.00
$74,000.00
$91.50
$84,637.50
$96.00
$88,800.00
36
ASPHALT COST PRICE ADJUSTMENT
CALC
1
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
37
TEMPORARY PAVEMENT
TON
200
$135.00
$27,000.00
$120.00
$24,000.00
$240.00
$48,000.00
$200.00
$40,000.00
$177.00
$35,400.00
38
IRRIGATION SYSTEM
L.S.
1
$5,500.00
$5,500.00
$7,150.00
$7,150.00
$7,500.00
$7,500.00
$8,100.00
$8,100.00
$7,865.00
$7,865.00
39
REPAIR AND RESTORATION OF PRIVATE IRRIGATION
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
40
INLET PROTECTION
EACH
32
$88.00
$2,816.00
$85.00
$2,720.00
$72.00
$2,304.00
$52.00
$1,664.00
$112.00
$3,584.00
41
TOPSOIL TYPE A
C.Y.
70
$38.00
$2,660.00
$32.00
$2,240.00
$34.00
$2,380.00
$36.00
$2,520.00
$35.20
$2,464.00
42
SEEDED LAWN INSTALLATION
S.Y.
285
$4.50
$1,282.50
$1.75
$498.75
$2.00
$570.00
$1.85
$527.25
$1.80
$513.00
43
PSIPE ACER RUBRUM'RED SUNSET MAPLE' 2 1/2" CAL
EACH
17
$545.00
$9,265.00
$225.00
$3,825.00
$230.00
$3,910.00
$255.00
$4,335.00
$248.00
$4,216.00
44
PSIPE PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GALLON CON
EACH
15
$28.00
$420.00
$30.00
$450.00
$32.00
$480.00
$34.00
$510.00
$33.00
$495.00
45
1 ROOT BARRIER
L.F.
940
$2.00
$1,880.00
$4.00
$3,760.00
$5.00
$4,700.00
$4.56
$4,286.40
$4.40
$4,136.00
46
TREE GRATE
EACH
2
$1,500.00
$3,000.00
$2,000.00
$4,000.00
$3,500.00
$7,000.00
$1,000.00
$2,000.00
$1,944.00
$3,888.00
47
BARK OR WOOD CHIP MULCH
C.Y.
3
$35.00
$105.00
$100.00
$300.00
$77.00
$231.00
$56.00
$168.00
$43.00
$129.00
48
CEMENT CONC. TRAFFIC CURB AND GUTTER
L.F.
1,250
$13.00
$16,250.00
$14.00
$17,500.00
$17.00
$21,250.00
$14.50
$18,125.00
$19.50
$24,375.00
49
CEMENT CONC. TRAFFIC CURB
L.F.
450
$19.00
$8,550.00
$20.00
$9,000.00
$20.00
$9,000.00
$20.00
$9,000.00
$21.00
$9,450.00
50
TYPE C PRECAST TRAFFIC CURB
L.F.
460
$20.00
$9,200.00
$22.00
$10,120.00
$15.00
$6,900.00
$25.00
$11,500.00
$21.00
$9,660.00
51
PAINT LINE
L.F.
3,200
$0.75
$2,400.00
$0.45
$1,440.00
$0.25
$800.00
$0.50
$1,600.00
$0.77
$2,464.00
52
PLASTIC CROSSWALK LINE
S.F.
574
$5.00
$2,870.00
$6.00
$3,444.00
$6.00
$3,444.00
$6.80
$3,903.20
$5.50
$3,157.00
53
PLASTIC STOP LINE
L.F.
165
$5.50
$907.50
$6.50
$1,072.50
$7.00
$1,155.00
$7.00
$1,155.00
$6.00
$990.00
54
PLASTIC TRAFFIC ARROW
EACH
17
$85.00
$1,445.00
$150.00
$2,550.00
$92.00
$1,564.00
$170.00
$2,890.00
$87.00
$1,479.00
55
PLASTIC LINE
L.F.
11200
$6.00
$7,200.00
$2.45
$2,940.00
$2.50
$3,000.00
$2.70
$3,240.00
$6.44
$7,728.00
56
PERMANENT SIGNING
L.S.
1
$2,000.001
$2,000.00
$2,000.00
$2,000.00
$4,000.00
$4,000.00
$3,500.00
$3,500.00
$2,150.00
$2,150.00
57
CONSTRUCTION SIGNS CLASS A
S.F.
160
$19.00
$3,040.00
$25.00
$4,000.001
$22.00
$3,520.00
$15.50
$2,480.001
$5.50
$880.00
P46 1 of 6
--- - - - F--nur ur Loral Burn Error in total sum Error in total sum
Unit Cost $3.50 Orignal Total $1,414,695.00 Original Total $1,438,673.60 Original Total = $1,474,251.00
Original Total $2,653.00 Acutal Total
Actual Total $2,747.50 $1,415,195.00 Actual Total = $1,439,673.60 Actual Total = $1,488,626.00
Difference $500.00 Difference -$1,000.00 Difference
-$14,375.00
P. -W 2 of 6
South 320th Street at 20th Ave S
RFB No. 13-104
BID OPENING DATE March 21, 2013
Vendor Name --->
Location --------->
Bid #1
Titan Earthwork, LLC
Bid #2
Tucci and Sons, Inc.
Bid #3
Stan Palmer Construction, Inc.
Bid #4
RAZZ Construction Inc.
Bid #5
Hohansen Excavating, Inc.
Item No. Item
Units
Plan Q
Summer, WA
Unit Price Total
Tacoma, WA
Price
Bremerton, WA
Bellingham, WA
Buckley, WA
58
59
BLACK VINYL COATED CHAIN LINK FENCE TYPE 4
TRAFFIC CONTROL SUPERVISOR
L.F.
100
$23.00
$2,300.00
$20.00
Total
$2,000.00
Price
$22.00
Total
$2,200.00
Price
$23.00
Total
$2,300.00
Price
$22.66
Total
$2,266.00
60
FLAGGERS AND SPOTTERS
HOUR
HOUR
220
1,000
$54.00
$52.00
$11,880.00
$52,000.00
$76.00
$48.00
$16,720.00
$60.00
$13,200.00
$70.00
$15,400.00
$48.00
$10,560.00
61
62
OTHER TRAFFIC CONTROL LABOR
HOUR
4,.
$52.00
$2080000
$48.00
$48,000.00
$19,200.00
$55.00
$55.00
$55,000.00
$22,000.00
$65.00
$65.00
$65,000.00
$45.00
$45,000.00
63
OTHER TEMPORARY TRAFFIC CONTROL -PEDESTRIAN
ILLUMINATION SYSTEM, COMPLETE
L.S.
1
1
$5,500.00
$5,500.00
$50,000.00
$50,000.00
$4,000.00
$4,000.00
$8,000.00
$26,000.00
$8,000.00
$45.00
$5,110.00
$18,000.00
$5,110.00
64
TRAFFIC SIGNAL SYSTEM, S 320TH ST & 20TH AVENUE S
L.S.
L.S.
1
1
$48 000.00
$245,000.00
$48,000.00
$245,000.00
$45,000.00
$214,500.00
$45,000.00
$50,000.00
$50,000.00
$63,000.00
$63,000.00
$48,455.00
$48,455.00
65
DECORATIVE ILLUMINATION SYSTEM, COMPLETE
L.S.
1
$70,000.00
$70,000.00
$65,700.00
$214,500.00
$65,700.00
$270,000.00
$55,000.00
$270,000.00
$240,000.00
$240,000.00
$235,890.00
$235,890.00
66
67
FESTIVAL OUTLET SYSTEM, COMPLETE
INTERCONNECT SYSTEM, COMPLETE
L.S.
1
$10,000.00
$10,000.00
$9,500.00
$9,500.00
$30,000.00
$55,000.00
$30,000.00
$60,000.00
$33,000.00
$60,000.00
$33,000.00
$72,256.00
$12,000.00
$72,256.00
$12,000.00
68
PROJECT TEMPORARY TRAFFIC CONTROL
L.S.
L.S.
1
1
$40,000.00
$10,000.00
$40,000.00
$10,000.00
$38,700.00
$38,700.00
$27,000.00
$27,000.00
$21,800.00
$21,800.00
$43,000.00
$43,000.00
69
OFF DUTY UNIFORMED POLICE OFFICER
EST.
1
$5,000.00
$5,000.00
$20,000.00
$5,000.00
$20,000.00
$5,000.00
$7,000.00
$7,000.00
$7,700.00
$7,700.00
$26,280.00
$26,280.00
71
STRUCTURE EXCAVATION CLASS B INCL. HAUL
C.Y.
700
$1.00
$700.00
$3.00
$2,100.00
$5,000.00
$18.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
71
SHORING OR EXTRA EXCAVATION CLASS B INCL. HAUL
S.F.
3,000
$0.10
$300.00
$0.25
$750.00
$0.50
$12,600.00
$1,500.00
$14.00
$9,800.00
$26.19
$18,333.00
72
73
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE
C.Y.
210
$31.00
$6,510.00
$65.00
$13,650.00
$26.001
5,460-001
$0.80
$43.00
$2,400.00
$9,030.00
$1.72
$37.00
$5,160.00
$7,770.00
74
CONTROLLED DENSITY FILL
S.Y.-
C.Y.
1,100
20
$2.00
$160.00
$2,200.00
$3,200.00
$1.50
$150.00
$1,650.00
$2.50
2,750.001
$1.00
$1,100.00
$1.92
$2,112.00
75
76
LICENSED SURVEYING
STRUCTURE SURVEYING
EST.
1
$10,000.00
$10,000.00
$10,000.00
$3,000.00
$10,000.00
$150.00
$10,000.00
$3,000.00
$10,000.00
$95.00
$10,000.00
$1,900.00
$10,000.00
$142.00
$10,000.00
$2,840.00
$10,000.00
77
ROADWAY SURVEYING
L.S.
L.S.
1
1
$3,000.00
$9,000.00
$3,000.00
$9,000.00
$5,000.00
$12,000.00
$5,000.00
$4,500.00
$4,500.00
$2,100.00
$2,100.00
$2,112.00
$2,112.00
78
79
CEMENT CONC. CURB RAMP
EACH
11
$935.00
$10,285.00
$1,100.00
$12,000.00
$12,100.00
$13,000.00
$850.00
$13,000.00
$9,350.00
$6,800.00
$1,000.001
$6,800.00
$6,666.00
$6,666.00
80
CEMENT CONC. SIDEWALK
GRAVITY BLOCK WALL
S.Y.
1175
$23.00
$27,025.00
$25.00
$29,375.00
$30.00
$35,250.00
$30.00
$11,000.00
$35,250.00
$2,250.001
$52.001
$24,750.00
$61,100.00
81
CONNECTION TO EXISTING DRAINAGE STRUCTURE
S.F.
EACH
1,100
9
$27.00
$1,250.00
$29,700.00
$11,250.00
$28.00
$2,000.00
$30,800.00
$25.00
$27,500.00
$27.00
$29,700.00
$24.351
$26,785.00
82
CLEANING EXISTING DRAINAGE STRUCTURE
L.S.
1
$2,250.00
$2,250.00
$6,000.00
$18,000.00
$6,000.00
$450.00
$3,000.00
$4,050.00
$3,000.00
$245.00
$2,205.00
$371.00
$3,339.00
83
84
ROADSIDE CLEANUP
HEALTH AND SAFETY PLAN
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$1,600.00
$5,000.00
$1,600.00
$5,000.00
$1,628.00
$5,000.00
$1,628.00
$5,000.00
85
FA -SITE CLEANUP OF BIO. AND PHYSICAL HAZARDS
L.S.
EST.
1
1
$2,000.00
$1,000.00
$2,000.00
$1,000.00
$3,500.00
$1,000.00
$3,500.00
$1,000.00
$2,500.00
$2,500.00
$3,400.00
$3,400.00
$258.00
$258.00
86
87
MINOR CHANGE
SPCC PLAN
CALC
1
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$1,000.00
$50,000.00
$1,000.00
$50,000.00
$1,000.00
$50,000.00
$1,000.00
$50,000.00
$1,000.00
$50,000.001
$1,000.00
$50,000.00
88
RESOLUTION OF UTILITY CONFLICTS
L.S.
EST.
1
1
$500.00
$5,000.00
$500.00
$5,000.00
$500.00
$5,000.00
$500.00
$2,500.00
$2,500.00
$5,000.00
$5,000.00
$516.001
$516.00
89
90
UTILITY POTHOLING
EST.
1
$5,000.00
$5,000.00
$5,000.001
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
91
BUS SHELTER FOOTING
AS -BUILT SURVEY AND RECORD DRAWINGS
L.S.
1
$2,800.00
$2,800.00
$1,700.001
$1,700.00
$4,500.00
$4,500.00
$1,595.00
$5,000.00
$1,595.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
92
TYPE B PROGRESS SCHEDULE MIN BID $5,000
L.S.
L.S.
1
1
$1,000.00
$5,000.00
$1,000.00
$5,000.00
$4,000.001
$5,000.00
$4,000.00
$500.00
$500.00
$2,200.00
$2,200.00
$2,200.00
$2,200.00
93
1EXTEND PEDESTRIAN HANDRAIL
L.S.
1
$2,200.00
$2,200.00
$2,000.00
$5,000.00
$2,000.00
$5,000.00
$2,500.00
$5,000.00
$2,500.00
$5,000.00
$5,000.00
$5,500.00
$5,500.00
94
DRAIN PIPE 4 IN. DIAM.
Total
L.F.
328
$3.00
$984.00
$16.00
$5,248.00
$14.00
$4,592.00
$2,400.00
$19.00
$2,400.00
$6,232.00
$8,250.00
$27.00
$8,250.00
$8,856.00
Constractor Enter Total =
$1,324,123.75
$1,386,227.00
$1,415,195.00
$1 439,673.60
$1,488,626.00
TOTAL
$1,324,029.25
$1,414 695.00
$1,438,673.60
$1,4 4,251.00
Addendum acknowledgement
$1,324,123.75
$1,386,227.00
$1,415,195.00
$1,439,673.60
$1,488,626.00
Bid Signature
Bid Bond
Combined Affidavit
Contractors Compliance
Rid Itam 91 hart n math -rrnr
--- - - - F--nur ur Loral Burn Error in total sum Error in total sum
Unit Cost $3.50 Orignal Total $1,414,695.00 Original Total $1,438,673.60 Original Total = $1,474,251.00
Original Total $2,653.00 Acutal Total
Actual Total $2,747.50 $1,415,195.00 Actual Total = $1,439,673.60 Actual Total = $1,488,626.00
Difference $500.00 Difference -$1,000.00 Difference
-$14,375.00
P. -W 2 of 6
South 320th Street at 20th Ave S
DRAINAGE PIPE
REMOVING DRAINAGE STRUCTURE
L.S.
EACH
1
3
$9,260.00
$987.00
RFB No. 13-104
$10,000.00
$10,000.00
$3,000.00
$3,000.00
BID OPENING DATE March 21, 2013
$2,800.00
5
REMOVING CEMENT CONC. SIDEWALK
Vendor Name -->
Location - -----
Bid #6
Pacific Coast General, LLC
Bid #7
Westwater Construction
Bid #8
R.W. Scott Construction Co.
Bid #9
Active Construction, Inc.
>
m No. Item
Port Orchard, WA
Auburn, WA
Auburn, WA
Puyallup, WA
Units Plan City Price Total
Price Total
L.F.
1,800
1 MOBILIZATION
2 REMOVAL OF STRUCTURE AND OBSTRUCTION
L.S. 1 $94,361.00 $94,361.00
L.S. 1
$135,000.00 $135,000.00
$217,150.00. $217,150.00
$171,982.20 $171
13 REM
$19,230.00 $19,230.00
$15,000.00 $15,000.00
$20,000.00 $20 000 00
$25 000 00 $2°
4
DRAINAGE PIPE
REMOVING DRAINAGE STRUCTURE
L.S.
EACH
1
3
$9,260.00
$987.00
$9,260.00
$10,000.00
$10,000.00
$3,000.00
$3,000.00
$2,800.00
$2,800.00
5
REMOVING CEMENT CONC. SIDEWALK
S.Y. 1
1,200
$3.70
$2,961.00
$4,440.00
$200.00
$5.00
$600,00
$6,000.00
$500.00
$1,500.00
$500.00
$1,500.00
6
REMOVING CEMENT CONC. CURB AND GUTTER
L.F.
1,800
$3.90
$7,020.00
$1.00
$1,800.00
$10.00
$5.00
$12,000.00
$9,000.00
$15.55
$18,660.00
7
SAWCUTTING
S.F.
1,500
$3.30
$4,950.00
$3.03
$5,454.00
$4.00 $6,000,00 $5.90 $8,850.00 $3.50
8 REMOVING PLASTIC LINE L.F. 2,280 $1.35 $3,078.00
$5,250.00
$0.50 $1,140.00 $1.00 $2,280.00 $1.00
9 REMOVING PLASTIC TRAFFIC MARKING EACH 12 $83.00 $996.00
$2,280.00
$25.00 $300.00 $80.00 $960.00 $91.00
10 REMOVING TEMPORARY PAVEMENT MARKING L.F. $0.05 $150.00
$1,092.00
.3 ,000 $0.10 $300.00 $0.14 $420.00 $0.17
11
$510.00
REMOVAL OF CONTAMINATED SOIL
C.Y.
100
$226.00
$22,600.00
$150.00 $15,000.00 $50.00 $5,000.00 $125.00
12 REMOVING MISCELLANEOUS TRAFFIC ITEM L.S. 1 $27,230.00 $27,230.00
$12,500.00
$8,000.00 $8,000.00 $5,000.00 $5,000.00 $13,000.00
13 REMOVAL AND RELOCATION OF EXISTING PRIVATE IMPROVEME EST. 1 $25,000.00 $25,000.00 $25,000.00
$13,000.00
$25,000.00 $25,000.00 $25,000.00 $25,000.00
14 ROADWAY EXCAVATION INCL. HAUL C.Y. 1,900 $24.30 $46,170.00
$25,000.00
$70.00 $133,000.00 $28.00 $53,200.00 $25.85
15 UNDERDRAIN PIPE 6 IN. DIAM,
$49,115.00
16
RECONNECT EXISTING MISC. DRAIN
L.F.
EST.
1,020
1
$31.65
$5,000.00
$32,283.00
$5,000.00
$0.50
$5,000.00
$510.00
$5,000.00
$20.00
$20,400.00
$12.50
$12,750.00
17
GRAVEL BORROW FOR TRENCH BACKFILL INCL. HAUL
C.Y.
275
$24.75
$6,806.25
$25.00
$6,875.00
$5,000.00
$40.00
$5,000.00
$11,000.00
$5,000.00
$5,000.00
18
19
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2 48 IN. DIAM.
EACH
EACH
6
$1,539.00
$9,234.00
$800.00
$4,800.00
$800.00
$4,800.00
$26.75
$920.00
$7,356.25
$5,520.00
20
CATCH BASIN INSERTS FOR SPILL CONTROL
EACH
3
8
$3,277.00
$695.00
$9,831.00
$5,560.00
$1,500.00
$700.00
$4,500.00
$5,600.00
$4,500.00
$13,500.00
$2,300.00
$6,900.00
21
TESTING STORM SEWER PIPE
L.F.
785
$3.00
$2,355.00
$5.00
$3,925.00
$100.00
$2.00
$800.00
$1,570.00
$400.00
$3,200.00
22
CL. V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM.
L.F.
500
$59.00
$29,500.00
$1.75
$1,373.75
$90.00 $45,000.00 $78.17 $39,085.00 $54.70
23 CL. V REINF. CONC. STORM SEWER PIPE 15 IN. DIAM. L.F. 45 $88.00 $3,960.00
$27,350.00
$95.00 $4,275.00 $100.00 $4,500.00 $76.50
24 CL. IV REINF. CONC. STORM SEWER PIPE 18 IN. DIAM. L.F. 250 $97.00 $24,250.00 $115.00 $28,750.00
$3,442.50
25
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
L.F.
10
$138.00
$1,380.00
105.001
$1,050.00
$99.76
$190.00
$24,940.00
$1,900.00
$67.50
$16,875.00
26
ADJUST CATCH BASIN TO GRADE
EACH
11
$313.00
$3,443.00
$210.00
$2,100.00
625.001 $6,875.00 $600.00 $6,600.00 $300.00
27 ROUND LOCKING SOLID COVER
$3,300.00
28
HEAVY DUTY MANHOLE FRAME AND COVER
EACH
EACH
5
5
$810.00
$995.00
$4,050.00
$4,975.00
$400.00
$700.00
$2,000.00
$3,500.00
$600.00
$3,000.00
$600.00
$3,000.00
29
THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CUF
EACH
9
$845.00
$7,605.00
$350.00
$3,150.00
$600.00
$600.00
$3,000.00
$950.00
$4,750.00
30
REPLACE EXISTING GRATE WITH VANED GRATE
EACH
1
$373.00
$373.00
$5,400.00
$650.00
$5,850.00
$150.00 $150.00 $600.00 $600.00 $500.00
31
PERMEABLE BALLAST
TON
510
$36.00
$18,360.00
$500.00
$1.00 $510.00 $40.86 $20,838.60 $0.01
32 CRUSHED SURFACING BASE COURSE TON 700 $35.20 $24,640.00
$5.10
$25.00 $17,500.00 $25.00 $17,500.00 $28.00
33 PLANING BITUMINOUS PAVEMENT S.Y, 1,900 $6.60 $12,540.00
$19,600.00
$10.00 $19,000.00 $7.50 $14,250.00 $7.66
$14,554.00
34
HMA CL. 1/2 IN. PG 64-22
TON
475
$100.12
$47,557.00
$120.00 $57,000.00 $86.78 $41,220.50 $87.00
35 HMA CL. 1 IN. PG 64-22 TON 925 $81.19 $75,100.75
$41,325.00
$120.00 $111,000.00 $81.00 $74,925.00 $87.00
36 ASPHALT COST PRICE ADJUSTMENT CALC 1 $1,000.00 $1,000.00
$80,475.00
$1,000.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00
37 TEMPORARY PAVEMENT TON 200 $175.00 $35,000.00 $100.00 $20,000.00 $220.00 $44,000.00 $200.00
38 IRRIGATION SYSTEM
$1,000.00
$40,000.00
39
REPAIR AND RESTORATION OF PRIVATE IRRIGATION
L.S.
EST.
1
1
$11,600.00
$5,000.00
$11,600.00
$5,000.00
$25,000.00
$5,000.00
$25,000.00
$5,000.00
$11,000.00
$11,000.00
$20,000.00
$20,000.00
40
41
INLET PROTECTION
TOPSOIL TYPE A
EACH
32
$95.00
$3,040.00
$100.00
$3,200.00
$5,000.00
$70.00
$5,000.00
$2,240.00
$5,000.00
$75.00
$5,000.00
$2,400.00
42
SEEDED LAWN INSTALLATION
C.Y.
S.Y.
70
285
$36.44
$3.60
$2,550.80
$1,026.00
$60.00
$3.00
$4,200.00
$855.00
$37.00
$2,590.00
$57.00
$3,990.00
43
PSIPE ACER RUBRUM 'RED SUNSET MAPLE' 2 1/2" CAL
EACH 1
17
$458.29
$7,790.93
$400.00
$6,800.00
$4.00
$465.00
$1,140.00
$7,905.00
$14.00
$3,990.00
44
PSIPE PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GALLON CON
EACH
15
$39.76
$596.40
$450.00
$7,650.00
$60.00 $900.00 $41.00 $615.00 $33.00
45 ROOT
$495.00
BARRIER
L.F.
940
$4.00
$3,760.00
$8.00 $7,520.00 $4.00 $3,760.00 $6.00
46 TREE GRATE EACH
$5,640.00
47
BARK OR WOOD CHIP MULCH
C.Y.
2
3
$56.00
$37.55
$112.00
$112.65
$1,200.00
$80.00
$2,400.00
$240.00
$1,250.00
$2,500.00
$700.00
$1,400.00
48
CEMENT CONC. TRAFFIC CURB AND GUTTER
L.F.
1,250
$15.58
$19,475.00
$40.00
$120.00
$85.00
$255.00
49 $22.00 $27,500.00 $15.50 $19,375.00 $16.24
$20,300.00
CEMENT CONC. TRAFFIC CURB
L.F.
450
$22.33
$10,048.50
$12.00 $5,400.00 1 $19.00 $8,550.00 $21.30
50 TYPE C PRECAST TRAFFIC CURB L.F.
$9,585.00
51
PAINT LINE
L.F.
460
3,200
$20.43
$0.77
$9,397.80
$2,464.00
$12.00
$0.50
5,520.001
$1,600.00
$15.80
$7,268.00
$24.00
$11,040.00
52
PLASTIC CROSSWALK LINE
S.F.
574
$5.47
$3,139.78
$5.00
$2,870.00
$0.23
$6.00
$736.00
$3,444.00
$0.51
$1,632.00
53
PLASTIC STOP LINE
L.F.
165
$5.74
$947.10
$6.80
$3,903.20
$7.00 $1,155.00 $7.50 $1,237.50 $7.40
54 PLASTIC TRAFFIC ARROW EACH 17 $86.69 $1,473.73
$1,221.00
$75.00 $1,275.00 $100.00 $1,700.00 $170.00
55 PLASTIC LINE L.F. 1,200 $6.46 $7,752.00
$2,890.00
$3.00 $3,600.00 $2.50 $3,000.00 $2.79
56 PERMANENT SIGNING L.S. 1 $13,800.00 $13,800.00
$3,348.00
1 $2,500.00 $2,500.00$2,750.00 $2,750.00 $2,400.00
57 CONSTRUCTION SIGNS CLASS A S F 160 $32 0
$2,400.00
0 $5,120.00 -010.001 $2,400.001 $20.00 $3,200.00 $30.15 $4,824.00
Pad(7 3 of 6
Pa"*4of6
South 320th Street at 20th Ave S
RFB No. 13-104
BID OPENING DATE March 21, 2013
Vendor Name --->
Location ---------->
Bid #6
Pacific Coast General, LLC
Port Orchard, WA
Bid #7
Westwater Construction
Auburn, WA
Bid #8
R.W. Scott Construction Co.
Auburn, WA
Bid #9
Active Construction, Inc.
Puyallup, WA
Item No.
Item
Units
Plan Oty
Price
Total
Price
Total
58
BLACK VINYL COATED CHAIN LINK FENCE TYPE 4
L.F.
100
$22.75
$2,275.00
$30.00
$3,000.00
$30.00
$3,000.00
$32.00
$3,200.00
59
TRAFFIC CONTROL SUPERVISOR
HOUR
220
$58.00
$12,760.00
$60.00
$13,200.00
$55.00
$12,100.00
$72.00
$15,840.00
60
FLAGGERS AND SPOTTERS
HOUR
1,000
$44.00
$44,000.00
$52.00
$52,000.00
$52.00
$52,000.00
$50.00
$50,000.00
61
OTHER TRAFFIC CONTROL LABOR
HOUR
400
$43.75
$17,500.00
$52.00
$20,800.00
$52.00
$20,800.00
$50.00
$20,000.00
62
OTHER TEMPORARY TRAFFIC CONTROL - PEDESTRIAN
L.S.
1
$4,600.00
$4,600.00
$1,500.00
$1,500.00
$5,000.00
$5,000.00
$1,500.00
$1,500.00
63
ILLUMINATION SYSTEM, COMPLETE
L.S.
1
$58,250.00
$58,250.00
$45,000.00
$45,000.00
$47,574.00
$47,574.00
$50,000.00
$50,000.00
64
TRAFFIC SIGNAL SYSTEM, S 320TH ST & 20TH AVENUE S
L.S.
1
$230,765.00
$230,765.00
$220,000.00
$220,000.00
$231,000.00
$231,000.00
$260,000.00
$260,000.00
65
DECORATIVE ILLUMINATION SYSTEM COMPLETE
L.S.
1
$58,640.00
$58,640.00
$68,000.00
$68,000.00
$70,000.00
$70,000.00
$80,000.00
$80,000.00
66
FESTIVAL OUTLET SYSTEM, COMPLETE
L.S.
1
$32,655.00
$32,655.00
$10,000.00
$10,000.00
$10,100.00
$10,100.00
$10,000.00
$10,000.00
67
INTERCONNECT SYSTEM, COMPLETE
L.S.
1
$29,000.00
$29,000.00
$43,500.00
$43,500.00
$41,000.00
$41,000.00
$49,000.00
$49,000.00
68
PROJECT TEMPORARY TRAFFIC CONTROL
L.S.
1
$22,700.00
$22,700.00
$9,000.00
$9,000.00
$15,000.00
$15,000.00
$8,000.00
$8,000.00
69
OFF DUTY UNIFORMED POLICE OFFICER
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
70
STRUCTURE EXCAVATION CLASS B INCL. HAUL
C.Y.
700
$20.00
$14,000.00
$20.00
$14,000.00
$26.00
$18,200.00
$44.35
$31,045.00
71
SHORING OR EXTRA EXCAVATION CLASS B INCL. HAUL
S.F.
3,000
$3.50
$10,500.00
$2.00
$6,000.00
$2.50
$7,500.00
$1.00
$3,000.00
72
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
C.Y.
210
$28.60
$6,006.00
$20.00
$4,200.00
$30.00
$6,300.00
$31.00
$6,510.00
73
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE
S.Y.
1,100
$7.70
$8,470.00
$1.00
$1,100.00
$2.50
$2,750.00
$2.30
$2,530.00
74
CONTROLLED DENSITY FILL
C.Y.
20
$228.00
$4,560.00
$120.00
$2,400.00
$160.00
$3,200.00
$189.00
$3,780.00
75
LICENSED SURVEYING
EST.
1
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
76
STRUCTURE SURVEYING
L.S.
1
$3,100.00
$3,100.00
$3,000.00
$3,000.00
$10,000.00
$10,000.00
$1,000.00
$1,000.00
77
ROADWAY SURVEYING
L.S.
1
$7,950.00
$7,950.00
$12,000.00
$12,000.00
$5,000.00
$5,000.00
$13,000.00
$13,000.00
78
CEMENT CONC. CURB RAMP
EACH
11
$1,405.00
$15,455.00
$1,100.00
$12,100.00
$950.00
$10,450.00
$1,250.00
$13,750.00
79
CEMENT CONC. SIDEWALK
S.Y.
1175
$26.53
$31,172.75
$50.00
$58,750.00
$23.00
$27,025.00
$28.60
$33,605.00
80
GRAVITY BLOCK WALL
S.F.
1,100
$19.00
$20,900.00
$30.00
$33,000.00
$30.00
$33,000.00
$29.70
$32,670.00
81
CONNECTION TO EXISTING DRAINAGE STRUCTURE
EACH
9
$2,065.00
$18,585.00
$200.00
$1,800.00
$750.00
$6,750.00
$2,500.00
$22,500.00
82
CLEANING EXISTING DRAINAGE STRUCTURE
L.S.
1
$5,965.00
$5,965.00
$2,000.00
$2,000.00
$1,800.00
$1,800.00
$1,000.00
$1,000.00
83
ROADSIDE CLEANUP
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
84
HEALTH AND SAFETY PLAN
L.S.
1
$1,131.00
$1,131.00
$500.00
$500.00
$1,800.00
$1,800.00
$100.00
$100.00
85
FA -SITE CLEANUP OF BIO. AND PHYSICAL HAZARDS
EST.
1
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
86
MINOR CHANGE
CALC
1
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$50,000.00
87
SPCC PLAN
L.S.
1
$1,130.00
$1,130.00
$500.00
$500.00
$1,500.00
$1,500.00
$100.00
$100.00
88
RESOLUTION OF UTILITY CONFLICTS
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
89
UTILITY POTHOLING
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
90
BUS SHELTER FOOTING
L.S.
1
$4,400.00
$4,400.00
$2,500.00
$2,500.00
$2,000.00
$2,000.00
$5,000.00
$5,000.00
91
AS -BUILT SURVEY AND RECORD DRAWINGS
L.S.
1
$6,530.00
$6,530.00
$3,000.00
$3,000.00
$4,000.00
$4,000.00
$250.00
$250.00
92
TYPE B PROGRESS SCHEDULE MIN BID $5,000
L.S.
1
$1,130.00
$1,130.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
93
EXTEND PEDESTRIAN HANDRAIL
L.S.
1
$2,750.00
$2,750.00 $1,500.00
$1,500.00
$2,500.00
$2,500.00
$7,500.00
$7,500.00
94
DRAIN PIPE 4 IN. DIAM.
L.F.
328
$17.50
$5,740.001 $7.001
$2,296.00
$40.001
$13,120.001
$10.501
$3,444.00
Total
$1,505,075.441
$1,551,691.00,
$19561,788.601
$1,566 657.00
Constractor Enter Total =
TOTAL
$1,505,075.44
$1,551,691.00
$1,561,788.60
$1,566,657.001
Addendum acknowledgement
Bid Signature
Bid Bond
Combined Affidavit
Contractors ComDliance
Pa"*4of6
Pa295of6
South 320th Street at 20th Ave S
RFB No. 13-104
BID OPENING DATE March 21, 2013
Vendor Name --->
Location ---------->
Bid #10
Northwest Cascade, Inc.
Bid #11
NOVA Construction, Inc.
Engineers Estimate
Item No.
Item
Puyallup, WA
OI m ia, WA
1 MOBILIZATION
Units
L.S.
Plan (�
1
$167,500.00
$167,500.00
Price
$180,000.00
Total
$180,000.00
Price
$107,500.00
Total
$107,500.00
2
3
REMOVAL OF STRUCTURE AND OBSTRUCTION
REMOVING DRAINAGE PIPE
L.S.
1
$34,000.00
$34,000.00
$90,000.00
$90,000.00
$33,060.00
$33,060.00
4
REMOVING DRAINAGE STRUCTURE
L.S.
EACH
1
3
$7,300.00
$325.00
$7,300.00
$975.00
$13,800.00
$500.00
$13,800.00
$8,500.00
$8,500.00
5
REMOVING CEMENT CONC. SIDEWALK
S.Y.
1,200
$14.00
$16,800.00
$10.00
$1,500.00
$12,000.00
$100.00
$15.00
$300.00
$18,000.00
6
IREMOVING CEMENT CONC. CURB AND GUTTER
L.F.
1,800
$5.50
$9,900.00
$4.00
$7,200.00
$8.00
$14,400.00
7
8
SAWCUTTING
REMOVING PLASTIC LINE
S.F.
1,500
$2.00
$3,000.00
$2.20
$3,300.00
$2.00
$3,000.00
9
REMOVING PLASTIC TRAFFIC MARKING
L.F.
EACH
2,280
12
$0.85
$88.00
$1,938.00
$1,056.00
$2.00
$20.00
$4,560.00
$2.00
$4,560.00
10
REMOVING TEMPORARY PAVEMENT MARKING
L.F.
3,000
$0.20
$600.00
$0.50
$240.00
$1,500.00
$120.00
$2.00
$1,440.00
$6,000.00
11
12
REMOVAL OF CONTAMINATED SOIL
REMOVING MISCELLANEOUS TRAFFIC ITEM
C.Y.
100
$150.00
$15,000.00
$300.00
$30,000.00
$100.00
$10,000.00
13
REMOVAL AND RELOCATION OF EXISTING PRIVATE IMPROVEME
L.S.
EST.
1
1
$36,000.00
$25,000.00
$36,000.00
$25,000.00
$15,200.00
$25,000.00
$15,200.00
$17,500.00
$17,500.00
14
ROADWAY EXCAVATION INCL. HAUL
C.Y.
1,900
$38.00
$72,200.00
$40.00
$25,000.00
$76,000.00
$25,000.00
$14.00
$25,000.00
$26,600.00
15
16
UNDERDRAIN PIPE 6 IN. DIAM.
RECONNECT EXISTING MISC. DRAIN
L.F.
1,020
$22.00
$22,440.00
$60.00
$61,200.00
$10.00
$10,200.00
17
GRAVEL BORROW FOR TRENCH BACKFILL INCL. HAUL
EST.
C.Y.
1
275
$5,000.00
$47.00
$5,000.00
$12,925.00
$5,000.00
$50.00
$5,000.00
$5,000.00
$5,000.00
18
CATCH BASIN TYPE 1
EACH
6
$1,150.00
$6,900.00
$1,200.00
$13,750.00
$7,200.00
$46.00
$1,500.00
$12,650.00
$9,000.00
19
20
CATCH BASIN TYPE 2 48 IN. DIAM.
CATCH BASIN INSERTS FOR SPILL CONTROL
EACH
3
$2,200.00
$6,600.00
$3,200.00
$9,600.00
$3,000.00
$9,000.00
21
TESTING STORM SEWER PIPE
EACH
L.F.
8
785
$400.00
$3.00
$3,200.00
$500.00
$4,000.00
$1,000.00
$8,000.00
22
CL. V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM.
L.F.
500
$40.00
$2,355.00
$20,000.00
$2.00
$80.00
$1,570.00
$40,000.00
$4.00
$50.00
$3,140.00
$25,000.00
23
CL. V REINF. CONC. STORM SEWER PIPE 151N. DIAM.
L.F.
45
$42.00
$1,890.00
$90.00
$4,050.00
$75.00
$3,375.00
24
CL. IV REINF. CONC. STORM SEWER PIPE 18 IN. DIAM.
L.F.
250 1
$47.00
$11,750.00
$110.00
$27,500.00
$80.00
$20,000.00
25
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
L.F.
10 1
$61.00
$610.00
$85.00
$850.00
$70.00
$700.00
26
27
ADJUST CATCH BASIN TO GRADE
ROUND LOCKING SOLID COVER
EACH
11
$1,050.00
$11,550.00
$400.00
$4,400.00
$1,000.00
$11,000.00
28
HEAVY DUTY MANHOLE FRAME AND COVER
EACH
EACH
5
5
$490.00
$540.00
$2,450.00
$2,700.00
$250.00
$500.00
$1,250.00
$500.00
$2,500.00
29
THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CUF
EACH
9
$490.00
$4,410.00
$500.00
$2,500.00
$4,500.00
$500.00
$500.00
$2,500.00
$4,500.00
30
REPLACE EXISTING GRATE WITH VANED GRATE
EACH
1
$150.00
$150.00
$300.00
$300.00
$500.00
$500.00
31
32
PERMEABLE BALLAST
CRUSHED SURFACING BASE COURSE
TON
TON
510
$32.00
$16,320.00
$45.00
$22,950.00
$20.00
$10,200.00
33
PLANING BITUMINOUS PAVEMENT
S.Y.
700
1,900 1
$33.00
$5.70
$23,100.00
$10,830.00
$45.00
$6.00
$31,500.00
$18.00
$12,600.00
34
HMA CL. 1/2 IN. PG 64-22
TON
475
$87.00
$41,325.00
$92.00
$11,400.00
$43,700.00
$25.00
$70.00
$47,500.00
$33,250.00
35
36
HMA CL. 1 IN. PG 64-22
ASPHALT COST PRICE ADJUSTMENT
TON
CALC
925
$81.00
$74,925.00
$96.00
$88,800.00
$70.00
$64,750.00
37
TEMPORARY PAVEMENT
TON
1
200
$1,000.00
$165.00
$1,000.00
$33,000.00
$1,000.00
$120.00
$1,000.00
$24,000.00
$1,000.00
$70.00
$1,000.00
$14,000.00
38
39
IRRIGATION SYSTEM
REPAIR AND RESTORATION OF PRIVATE IRRIGATION
L.S.
EST.
1
$19,000.00
$19,000.00
$11,000.00
$11,000.00
$15,$70.00
$15,000.00
40
INLET PROTECTION
EACH
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
41
TOPSOIL TYPE A
C.Y.
32
70
$50.00
$52.00
$1,600.00
$3,640.00$40.00
$80.00
$2,560.00
$2,800.00
$100.00
$3,200.00
42
SEEDED LAWN INSTALLATION
S.Y.
285
$13.00
$3,705.00
$8.00
$2,280.00
$35.00
$4.00
$2,450.00
$1,140.00
43
PSIPE ACER RUBRUM'RED SUNSET MAPLE' 2 1/2" CAL
EACH
17
$450.00
$7,650.00
$350.00
$5,950.00
$500.00
$8,500.00
44
PSIPE PRUNUS LAUROCERASUS'OTTO LUYKEN' 5 GALLON CON
EACH
15
$31.00
$465.00
$200.00
$3,000.00
$35.00
$525.00
45
46
ROOT BARRIER
TREE GRATE
L.F.
940
$5.50
$5,170.00
$20.00
$18,800.00
$2.00
$1,880.00
47
BARK OR WOOD CHIP MULCH
EACH
C.Y.
2
$1,900.00
$3,800.00
$1,500.00
$3,000.00
$1,500.00
$3,000.00
48
CEMENT CONC. TRAFFIC CURB AND GUTTER
L.F.
3
1,250
$85.00
$18.50
$255.00
$23,125.00
$150.00
$18.00
$450.00
$22,500.00
$30.00
$20.00
$90.00
$25,000.00
49
50
CEMENT CONC. TRAFFIC CURB
TYPE C PRECAST TRAFFIC CURB
L.F.
450
$24.50
$11,025.00
$20.00
$9,000.00
$15.00
$6,750.00
51
PAINT LINE
L.F.
460
$24.00
$11,040.00
$15.00
$6,900.00
$20.00
$9,200.00
52
IPLASTIC CROSSWALK LINE
L.F.
S.F.
3,200
574
$0.50
$6.50
$1,600.00
$1.20
$3,840.00
$1.00
$3,200.00
53
IPLASTIC STOP LINE
L.F.
165
$7.00
$3,731.00
$1,155.00
$3.00
$3.00
$1,722.00
$495.00
$6.00
$8.00
$3,444.00
$1,320.00
54
55
PLASTIC TRAFFIC ARROW
PLASTIC LINE
EACH
17
$165.00
$2,805.00
$80.00
$1,360.00
$175.00
$2,975.00
56
PERMANENT SIGNING
L.F.
L.S.
1,200
$2.70
$3,240.00
$2.50
$3,000.00
$2.00
$2,400.00
57
CONSTRUCTION SIGNS CLASS A
S.F.
1
160
$5,300.00
$10.00
$5,300.00
$3,000.00
$3,000.00
$5,000.00
$5,000.00
$1,600.00
$12.00
$1,920.00
$15.00
$2,400.00
Pa295of6
Error in multiplication and total sum
Unit 35 has math error
Original Total = $1,778,942.00
Actual Total = $1,818,057.00
Pa* 6 of 6
South 320th Street at 20th Ave S
RFB No. 13-104
BID OPENING DATE March 21, 2013
Vendor Name --->
Location ---------->
Bid #10
Northwest Cascade, Inc.
Puyallup, WA
Bid #11
NOVA Construction, Inc.
Olympia, WA
Engineers Estimate
Item No.
Item
Units
Plan Oty
Price
Total
Price
Total
58 1
BLACK VINYL COATED CHAIN LINK FENCE TYPE 4
L.F.
100
$30.00
$3,000.00
$50.00
$5,000.00
$20.00
$2,000.00
59
TRAFFIC CONTROL SUPERVISOR
HOUR
220
$52.25
$11,495.00
$75.00
$16,500.00
$52.00
$11,440.00
60
FLAGGERS AND SPOTTERS
HOUR
1,000
$49.25
$49,250.00
$65.00
$65,000.00
$50.00
$50,000.00
61
OTHER TRAFFIC CONTROL LABOR
HOUR
400
$60.00
$24,000.00
$65.00
$26,000.00
$50.00
$20,000.00
62
OTHER TEMPORARY TRAFFIC CONTROL - PEDESTRIAN
L.S.
1
$15,000.00
$15,000.00
$8,000.00
$8,000.00
$10,000.00
$10,000.00
63
ILLUMINATION SYSTEM, COMPLETE
L.S.
1
$48,000.00
$48,000.00
$58,000.00
$58,000.00
$61,000.00
$61,000.00
64
TRAFFIC SIGNAL SYSTEM, S 320TH ST & 20TH AVENUE S
L.S.
1
$235,000.00
$235,000.00
$236,000.00
$236,000.00
$275,000.00
$275,000.00
65
DECORATIVE ILLUMINATION SYSTEM, COMPLETE
L.S.
1
$72,000.00
$72,000.00
$73,000.00
$73,000.00
$20,000.00
$20,000.00
66
FESTIVAL OUTLET SYSTEM, COMPLETE
L.S.
1
$10,500.00
$10,500.00
$32,500.00
$32,500.00
$13,750.00
$13,750.00
67
INTERCONNECT SYSTEM, COMPLETE
L.S.
1
$43,000.00
$43,000.00
$43,000.00
$43,000.00
$43,000.00
$43,000.00
68
PROJECT TEMPORARY TRAFFIC CONTROL
L.S.
1
$122,000.00
$122,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
69
OFF DUTY UNIFORMED POLICE OFFICER
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
70
STRUCTURE EXCAVATION CLASS B INCL. HAUL
C.Y.
700
$22.00
$15,400.00
$25.00
$17,500.00
$15.00
$10,500.00
71
SHORING OR EXTRA EXCAVATION CLASS B INCL. HAUL
S.F.
3,000
$1.00
$3,000.00
$2.00
$6,000.00
$1.00
$3,000.00
72
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
C.Y.
210
$44.50
$9,345.00
$50.00
$10,500.00
$32.00
$6,720.00
73
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE
S.Y.
1,100
$2.00
$2,200.00
$4.00
$4,400.00
$2.00
$2,200.00
74
CONTROLLED DENSITY FILL
C.Y.
20
$175.00
$3,500.00
$150.00
$3,000.00
$100.00
$2,000.00
75
LICENSED SURVEYING
EST.
1
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
76
STRUCTURE SURVEYING
L.S.
1
$9,500.00
$9,500.00
$3,500.00
$3,500.00
$1,000.00
$1,000.00
77
ROADWAY SURVEYING
L.S.
1
$3,300.00
$3,300.00
$9,500.00
$9,500.00
$2,000.00
$2,000.00
78
CEMENT CONC. CURB RAMP
EACH
11
$1,750.00
$19,250.00
$1,500.00
$16,500.00
$1,500.00
$16,500.00
79
CEMENT CONC. SIDEWALK
S.Y.
1175
$33.00
$38,775.00
$50.00
$58,750.00
$50.00
$58,750.00
80
GRAVITY BLOCK WALL
S.F.
1,100
$27.00
$29,700.00
$20.00
$22,000.00
$25.00
$27,500.00
81
CONNECTION TO EXISTING DRAINAGE STRUCTURE
EACH9
$1,300.00
$11,700.00
$400.00
$3,600.00
$1,200.00
$10,800.00
82
CLEANING EXISTING DRAINAGE STRUCTURE
L.S.
1
$1,500.00
$1,500.00
$2,200.00
$2,200.00
$1,000.00
$1,000.00
83
ROADSIDE CLEANUP
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
84
HEALTH AND SAFETY PLAN
L.S.
1
$23,500.00
$23,500.00
$600.00
$600.00
$1,000.00
$1,000.00
85
FA -SITE CLEANUP OF BIO. AND PHYSICAL HAZARDS
EST.
1
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
86
MINOR CHANGE
CALC
1
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$50,000.00
$50,000.00
87
SPCC PLAN
L.S.
1 1
$18,800.00
$18,800.00
$650.00
$650.00
$5,000.00
$5,000.00
88
RESOLUTION OF UTILITY CONFLICTS
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
89
UTILITY POTHOLING
EST.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
90
BUS SHELTER FOOTING
L.S.
1
$4,400.00
$4,400.00
$1,980.00
$1,980.00
$2,000.00
$2,000.00
91
AS -BUILT SURVEY AND RECORD DRAWINGS
L.S.
1
$3,850.00
$3,850.00
$4,500.00
$4,500.00
$2,000.00
$2,000.00
92
TYPE B PROGRESS SCHEDULE MIN BID $5,000
L.S.
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
93
EXTEND PEDESTRIAN HANDRAIL
L.S.
1
$4,000.00
$4,000.00
$2,500.00
$2,500.00
$2,000.00
$2,000.00
94
DRAIN PIPE 4 IN. DIAM.
L.F.
328
$21.00
$6,888.00
$35.00
$11,480.00
$15.00
$4,920.00
Total
$1,749,458.001
$1,818,057.001$1
449 779.00
Constractor Enter Total =
$1,778;942.00
TOTAL
$1,749,458.00
$1,818,057.00
$1,449,779.00
Addendum acknowledgement
Bid Signature
Bid Bond
Combined Affidavit
Contractors Compliance
Error in multiplication and total sum
Unit 35 has math error
Original Total = $1,778,942.00
Actual Total = $1,818,057.00
Pa* 6 of 6
COUNCIL MEETING DATE: April 16, 2013 ITEM #:
CITY OF FEDERAL WAY
CITY COUNCIL
AGENDA BILL
SUBJECT: 215` Avenue SW at SW 336th St Intersection Improvements Project — Bid Award
POLICY QUESTION: Should the Council award the 21" Avenue SW at SW 336th St Intersection Improvements
Project to the lowest responsive, responsible bidder?
COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 1, 2013
CATEGORY:
® Consent ❑ Ordinance ❑ Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Marwan Salloum, P
Public Works DirectorPT: Public Works
Attachments: Land Use and Transportation Committee memorandum dated April 1, 2013.
Options Considered:
1. Award the 21st Avenue SW at SW 336th St Intersection Improvements Project to SCI
Infrastructure, LLC, the lowest responsive, responsible bidder, in the amount of $3,203,858.85 and
approve a 10% contingency of $320,385.00, for a total of $3,524,243.85, and authorize the Mayor to
execute the contract.
2. Reject all bids for the 21st Avenue SW at SW 336th St Intersection Improvements Project and direct
staff to rebid the project and return to Committee for further action.
MAYOR'S RECOMMENDATION: The Mayor recommends forwarding Option 1 to the April 16, 2013 City
Council Consent Agenda for approval.
MAYOR APPROVAL: DIRECTOR APPROVAL:
fonundibe Council Committee Council
COMMITTEE RECOMMENDATION: Forward Option 1 to the April 16, 2013 Council Consent Agenda for
approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move to award the 21" Avenue SW at SW 336" St Intersection Improvements
Project to SCI Infrastructure, LLC, the lowest responsive, responsible bidder, in the amount of $3,203,858.85
and approve a 10% contingency of $320,385.00, for a total of $3,524,243.85, and authorize the Mayor to
execute the contract. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED IST reading
❑ TABLED/DEFERRED/NO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED — 02/06/2006 41 RESOLUTION #
CITY OF FEDERAL WAY
MEMORANDUM
DATE: April 1, 2013
TO: Land Use and Transportation Committee
VIA: Skip Priest, Mayor
FROM: Cary M. Roe, P.E., D ector o arks, Public Works an mergency Management
Marwan Salloum, P. ., Deputy Public Works Director
SUBJECT: 21St Avenue SW at SW 336th St Intersection Improvements Project — Bid Award
BACKGROUND
Nine (9) bids were received and opened on March 21, 2013, for the 21' Avenue SW at SW 3366, St
Intersection Improvements Project. See attached Bid Tabulation Summary. The lowest responsive,
responsible bidder is SCI Infrastructure, LLC. with a total bid of $3,203,858.85. The low bid received
was (8.4%) below the engineer estimate.
Reference checks on SCI Infrastructure, LLC. by City staff indicate that the contractor has performed
similar work. As a result, City staff believes SCI Infrastructure, LLC. can successfully complete this
project to the City's satisfaction. Therefore, the lowest responsive, responsible bidder is SCI
Infrastructure, LLC. in the amount of $3,203,858.85.
PROJECT ESTIMATED EXPENDITURES:
Design $ 650,000.00
ROW Acquisition 650,000.00
Low Bid 3,203,858.85
10% Construction Contingency 320,385.00
Construction Management 520,000.00
Utility Relocation (PSE) 140,000.00
TOTAL ESTIMATED PROJECT COSTS $ 5,484,243.85
AVAILABLE FUNDING:
TIB Grant
$ 3,360,000.00
Budgeted City Funds
1,859,000.00
Mitigation
132,947.00
Interest Earning
1,871.00
Lakehaven Utility District
33,765.00
Comcast
63,290.00
Century Link
53,926.00
TOTAL AVAILABLE BUDGET $ 5,504,799.00
42
Page 1 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM ••
Vendor Name --->
Location ---------->
SCHEDULE A ITEM
APPROX.UNIT
Bid #1
SCI Infrastructure, LLC
Seattle, WA
•
Bid #2
Stan Palmer Construction, Inc.
Bremerton, WA
•
Bid #3
Tucci & Sons, Inc.
Tacoma, WA
•
Bid #4
R.W. Scott Construction
Auburn, WA
•TOTAL
Bid #5
DPK, Inc.
Kent, WA
1000
STRUCTURE SURVEYING
LS
1
$3,800.00
$3,800.00
$6,000.00
$6,000.00
$8,000.00
$8,000.00
$4,800.00
$4,800.00
$6,000.00
$6,000.00
1010
AS -BUILT SURVEY AND RECORD DRAWINGS
LS
1
$7,500.00
$7,500.00
$500.00
$500.00
$5,000.00
$5,000.00
$7,500.00
$7,500.00
$5,000.00
$5,000.00
1020
LICENSED SURVEYING
FA
1
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
1030
ROADWAY SURVEYING
LS
1
$22,000.00
$22,000.00
$28,000.00
$28,000.00
$26,000.00
$26,000.00
$26,500.00
$26,500.00
$22,000.00
$22,000.00
1040
HEALTH AND SAFETY PLAN
LS
1
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$3,500.00
$3,500.00
$1,800.00
$1,800.00
$900.00
$900.00
1050
FA -SITE CLEANUP OF BIO. AND PHYSICAL HAZARDS
FA
1
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
1060
TYPE B PROGRESS SCHEDULE
LS
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$10,000.00
$10,000.00
$16,000.00
$16,000.00
1070
MOBILIZATION
LS
1
$230,000.00
$230,000.00
$300,000.00
$300,000.00
$150,000.00
$150,000.00
$347,784.00
$347,784.00
$350,000.00
$350,000.00
1080
OFF-DUTY UNIFORMED POLICE OFFICER
FA
1
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
1090
TRAFFIC CONTROL SUPERVISOR
HRS
1,800
$1.00
$1,800.00
$55.00
$99,000.00
$74.00
$133,200.00
$54.00
$97,200.00
$47.00
$84,600.00
1100
OTHER TEMPORARY TRAFFIC CONTROL
LS
1
$100,000.00
$100,000.00
$40,000.00
$40,000.00
$20,000.00
$20,000.00
$30,250.00
$30,250.00
$6,000.00
$6,000.00
1110
SEQUENTIAL ARROW SIGN
HRS
11,520
$3.00
$34,560.00
$4.00
$46,080.00
$3.00
$34,560.00
$3.00
$34,560.00
$1.00
$11,520.00
1120
OTHER TRAFFIC CONTROL LABOR
HRS
720
$46.00
$33,120.00
$52.00
$37,440.00
$76.00
$54,720.00
$52.00
$37,440.00
$10.00
$7,200.00
1130
PORTABLE CHANGEABLE MESSAGE SIGN
HRS
6,200
$3.00
$18,600.00
$4.00
$24,800.00
$7.50
$46,500.00
$8.00
$49,600.00
$1.50
$9,300.00
1140
CONSTRUCTION SIGNS CLASS A
SF
478
$17.00
$8,126.00
$10.00
$4,780.00
$20.001
$9,560.00
$20.00
$9,560.00
$15.00
$7,170.00
1150
FLAGGERS AND SPOTTERS
HRS
1,800
$46.00
$82,800.00
$52.00
$93,600.00
$46.00
$82,800.00
$52.00
$93,600.00
$40.001
$72,000.00
2000
ROADSIDE CLEANUP
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
2010
CLEARING AND GRUBBING
AC
0.93
$20,000.00
$18,600.00
$6,000.00
$5,580.00
$6,200.00
$5,766.00
$16,366.00
$15,220.38
$35,000.00
$32,550.00
2020
HAZARDOUS MATERIAL HANDLING AND DISPOSAL
FA
1
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
2030
HAZARDOUS MATERIAL EXCAVATION INCL. HAUL
CY
100
$25.00
$2,500.00
$55.00
$5,500.00
$60.00
$6,000.00
$120.00
$12,000.00
$150.00
$15,000.00
2040
SAWCUTTING (ACP)
SF
2,864
$5.00
$14,320.00
$3.00
$8,592.00
$3.00
$8,592.00
$5.00
$14,320.00
$3.00
$8,592.00
2050
REMOVAL AND RELOCATION OF EXISTING PRIVATE IMPROVEMENTS
FA
1
$5,000.00
5,000.00
$5,000.00
5,000.00
$5,000.00
$5,000.06
5,000.00
$5,000.00
$5,000.00
5,000.00
2060
REMOVAL OF STRUCTURE AND OBSTRUCTION
LS
1
$20,000.00
$20,000.00
$6,800.00
$6,800.00
$7,300.00
$7,300.00
$5,000.00
$5,000.00
$25,000.00
$25,000.00
2070
REMOVE AND RESET BLACK IRON FENCE
LF
80
$17.00
$1,360.00
$19.00
$1,520.00
$17.00
$1,360.00
$20.00
$1,600.00
$20.00
$1,600.00
2080
REMOVE AND RESET CHAIN LINK FENCE
LF
80
$15.00
$1,200.00
$16.00
$1,280.00
$15.00
$1,200.00
$20.00
$1,600.00
$18.00
$1,440.00
2090
REMOVE CHAINLINK FENCE FABRIC
LF
175
$3.00
$525.00
$1.50
$262.50
$2.00
$350.00
$2.00
$350.00
$7.00
$1,225.00
2100
REMOVE AND RESET OIL WATER SEPARATOR
LS
1
$7,500.00
$7,500.00
$3,900.00
$3,900.00
$5,000.00
$5,000.00
$2,500.00
$2,500.00
$1,500.00
$1,500.00
2110
REMOVE EXISTING CATCH BASIN
EA
20
$200.00
$4,000.00
$270.00
$5,400.00
$400.00
$8,000.00
$350.00
$7,000.00
$250.00
$5,000.00
2120
REMOVE EXISTING STORM SEWER PIPE
LF
160
$20.00
$3,200.00
$9.00
$1,440.00
$20.00
$3,200.00
$12.00
$1,920.00
$12.00
$1,920.00
2130
REMOVE, SALVAGE, AND RELOCATE TREE GRATE
EA
14
$350.00
$4,900.00
$100.00
$1,400.00
$200.00
$2,800.00
$500.00
$7,000.00
$200.00
$2,800.00
2140
REMOVING CEMENT CONC. CURB
LF
715
$3.50
$2,502.50
$2.00
$1,430.00
$6.00
$4,290.00
$5.00
$3,575.00
$10.00
$7,150.00
2150
REMOVING CEMENT CONC. CURB AND GUTTER
LF
2,839
$3.00
$8,517.00
$2.00
$5,678.00
$6.00
$17,034.00
$5.00
$14,195.00
$11.00
$31,229.00
2160
REMOVING CEMENT CONC. SIDEWALK
Sy
3,108
$8.00
$24,864.00
$5.00
$15,540.00
$9.00
$27,972.00
$7.50
$23,310.00
$8.00
$24,864.00
2170
REMOVING PAVEMENT MARKING
LS
1
$3,600.00
$3,600.00
$7,000.00
$7,000.00
$6,000.00
$6,000.00
$6,500.00
$6,500.00
$6,000.00
$6,000.00
2180
REMOVING TRAFFIC CURB
LF
1,297
$5.00
$6,485.00
$2.00
$2,594.00
$2.00
$2,594.00
$5.001
$6,485.00
$4.00
$5,188.00
2190
ROADWAY EXCAVATION INCL. HAUL
CY
4,165
$23.00
$95,795.00
$17.00
$70,805.00
$50.00
$208,250.00
$24.11
$100,418.15
$25.00
$104,125.00
2200
GRAVEL BORROW INCL. HAUL
TON
60
$30.00
$1,800.00
$19.00
$1,140.00
$50.00
$3,000.00
$40.00
$2,400.00
$42.00
$2,520.00
2210
GRAVEL BORROW INCL. HAUL FOR JOINT TRENCH
CY
269
$22.00
$5,918.00
$28.00
$7,532.00
$30.00
$8,070.00
$22.00
$5,918.00
$16.00
$4,304.00
2220
GRAVEL BORROW INCL. HAUL FOR TRENCH BACKFILL
CY
768
$22.00
$16,896.00
$28.00
$21,504.00
$30.00
$23,040.00
$22.00
$16,896.00
$16.00
$12,288.00
2230
SHORING OR EXTRA EXCAVATION CLASS A
LS
1
$5,000.00
$5,000.00
$1,100.00
$1,100.00
$1,500.00
$1,500.00
$10,000.00
$10,000.00
$1,000.00
$1,000.00
2240
SHORING OR EXTRA EXCAVATION CLASS B
SF
9,135
$1.50
$13,702.50
$1.00
$9,135.00
$0.25
$2,283.75
$1.00
$9,135.00
$0.10
$913.50
2250
SHORING R EXTRA EXCAVATION CLASS B FOR JOINT TRENCH
SF
4,340
2.00
$8,680.00
1.00
$4,340.00
$0.25
$1,085.00
$1.25
5,425.00
$0.10
434.00
2260
SHORING OR EXTRA EXCAVATION CLASS B FOR STORMWA ER SYSTEM A
SF
399
$10.00
$3,990.00
1.00
$399.00
$15.00
$5,985.00
$5.00
$1,995.00
$1.00
$399.00
2270
STRUCTURE EXCAVATION CLASS A INCL HAUL
CY
650
$18.00
$11,700.00
$17.00
$11,050.00
$10.00
$6,500.00
$35.00
$22,750.00
$36.00
$23,400.00
2280
STRUCTURE EXCAVATION CLASS B INCL HAUL
CY
285
$18.00
$5,130.00
$17.00
$4,845.00
$5.00
$1,425.00
$40.00
$11,400.00
$11.00
$3,135.00
2290
STRUCTURE EXCAVATION CLASS B FOR UNDERGROUND UTILITIES
CY
350
$25.00
$8,750.00
$17.00
$5,950.00
$5.00
$1,750.00
$166.00
$58,100.00
$12.00
$4,200.00
4000
CRUSHED SURFACING TOP COURSE (OR BASE COURSE)
TON
1,815
$19.00
$34,485.00
$21.00
$38,115.00
$37.00
$67,155.00
$22.00
$39,930.00
$24.00
$43,560.00
4010
GRAVEL BASE
CY
20
$30.00
$600.00
$38.00
$760.00
$100.00
$2,000.00
$40.00
$800.00
$24.00
$480.00
5000
TEMPORARY PAVEMENT
TN
300
$120.00
$36,000.00
$240.00
$72,000.00
$150.00
$45,000.00
$160.00
$48,000.00
$125.00
$37,500.00
5010
PLANING BITUMINOUS PAVEMENT
Sy
21,822
$2.20
$48,008.40
$2.50
$54,555.00
$3.40
$74,194.80
$4.50
$98,199.00
$4.00
$87,288.00
5020
ASPHALT COST PRICE ADJUSTMENT
CALC
1
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
5030
COMMERCIAL HMA
TN
152
$110.00
$16,720.00
$135.00
$20,520.00
$193.00
$29,336.00
$110.00
$16,720.00
$165.00
$25,080.00
5040
HMA CL. 1 IN. PG 64-22
TN
1,174
$88.00
$103,312.00
$94.00
$110,356.00
$87.00
$102,138.00
$88.83
$104,286.42
$95.00
$111,530.00
5050
HMA CL. 1/2 IN. PG 64-22
TN
3,452
$83.00
$286,516.00
$77.00
$265,804.00
$79.00
$272,708.00
$84.00
$289,968.00
$95.00
$327,940.00
5060
HMA CL. 1/2 IN. PG 64-22 FOR PRE LEVELING
TN
314
$90.00
$28,260.00
$77.00
$24,178.00
$100.00
$31,400.00
$90.00
$28,260.00
$85.00
$26,690.00
5070
HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 64-22
TN
500
$105.00
$52,500.00
$95.00
$47,500.00
$138.00
$69,000.00
$120.00
$60,000.00
$110.00
$55,000.00
6000
GRAVEL BACKFILL FOR WALL
CY
95
$43.00
$4,085.00
$40.00
$3,800.00
$39.00
$3,705.00
$40.00
$3,800.00
$40.00
$3,800.00
6010
STAIR AND HANDRAIL, STA A 331+82
LS
1
$3,500.00
$3,500.00
$5,000.00
$5,000.00
$7,000.00
$7,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
6020
STAIR AND HANDRAIL, STA A 332+48
LS
1
$3,500.00
43$3,500.00
$5,000.00
$5,000.00
$7,000.00
$7,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
Page 1 of 4
Page 2 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM •
6030
Vendor Name --->
Location ---------->
ITEM
STAIR AND HANDRAIL, STA A 334+50
UNIT
LS
APPROX.
QUANTITY
1
Bid #1
SCI Infrastructure, LLC
Seattle, WA
UNIT PRICE TOTAL•
$3,500.00 $3,500.00
Bid #2
Stan Palmer Construction, Inc.
Bremerton, WA
$6,000.00 $6,000.00
Bid #3
Tucci & Sons, Inc.
Tacoma, WA
•TAL UNIT
$8,000.00 $8,000.00
Bid #4
R.W. Scott Construction
Auburn, WA
PRICE TOTAL UNIT
$4,000.001 4,000.00
Bid #5
DPK, Inc.
Kent, WA
PRICE TOTAL
$5,500.00 $5,500.00
6040
STAIR AND HANDRAIL, STA A 334+90
LS
1
$4,700.00
$4,700.00
$5,000.00
$5,000.00
$7,000.00
$7,000.00
$4,000.00
$4,000.00
$4,000.00
$4,000.00
6050
STAIR AND HANDRAIL, STA A 339+25
LS
1
$4,700.00
$4,700.00
$8,000.00
$8,000.00
$9,000.00
$9,000.00
$5,000.00
$5,000.00
$2,275.00
$2,275.00
6060
ST. REINF. BAR FOR RETAINING WALL
POUND
18,878
$2.00
$37,756.00
$4.00
$75,512.00
$1.80
$33,980.40
$1.90
$35,868.20
$1.50
$28,317.00
6070
CONC. CLASS 4000 FOR RETAINING WALL
CY
214
$500.00
$107,000.00
$525.00
$112,350.00
$620.00
$132,680.00
$679.00
$145,306.00
$690.00
$147,660.00
7000
RECONNECT EXISTING MISC. DRAINAGE
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
7010
UNDERDRAIN PIPE 4 IN. DIAM.
LF
775
$9.00
$6,975.00
$7.00
$5,425.00
$5.00
$3,875.00
$32.00
$24,800.00
$15.00
$11,625.00
7015
DRAIN PIPE 4 IN. DIAM.
LF
80
$22.00
$1,760.00
$13.00
$1,040.00
$75.00
$6,000.00
$32.00
$2,560.00
$18.00
$1,440.00
7020
UNDERDRAIN PIPE 6 IN. DIAM.
LF
95
$22.00
$2,090.00
$14.00
$1,330.00
$75.00
$7,125.00
$32.00
$3,040.00
$16.00
$1,520.00
7030
DRAIN PIPE 6 IN. DIAM.
LF
125
$22.00
$2,750.00
$16.00
$2,000.00
$75.00
$9,375.00
$32.00
$4,000.00
$18.00
$2,250.00
7040
GRAVEL BACKFILL FOR DRAIN
CY
18
$40.00
$720.00
$34.00
$612.00
$100.00
$1,800.00
$20.00
$360.00
$38.00
$684.00
7050
FLARED END SECTION 24 IN. DIAM.
EA
1
$600.00
$600.00
$750.00
$750.00
$500.00
$500.00
$650.00
$650.00
$1,500.00
$1,500.00
7060
SOLID WALL PVC STORM SEWER PIPE 101N. DIAM.
LF
35
$70.00
$2,450.00
$38.00
$1,330.00
$84.00
$2,940.00
$80.00
$2,800.00
$60.00
$2,100.00
7070
SOLID WALL PVC STORM SEWER PIPE 81N. DIAM.
LF
75
$60.00
$4,500.00
$29.00
$2,175.00
$80.00
$6,000.00
$36.00
$2,700.00
$40.00
$3,000.00
7080
CL. V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM.
LF
752
$40.00
$30,080.00
$57.00
$42,864.00
$91.00
$68,432.00
$98.00
$73,696.00
$50.00
$37,600.00
7090
CL. V REINF. CONC. STORM SEWER PIPE 18 IN. DIAM.
LF
623
$60.00
$37,380.00
$75.00
$46,725.00
$78.00
$48,594.00
$60.00
$37,380.00
$85.00
$52,955.00
7100
CL. V REINF. CONC. STORM SEWER PIPE 24 IN. DIAM.
LF
157
$80.00
$12,560.00
$98.00
$15,386.00
$70.00
$10,990.00
$88.00
$13,816.00
$150.00
$23,550.00
7110
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
LF
165
$80.00
$13,200.00
$67.00
$11,055.00
$116.00
$19,140.00
$98.00
$16,170.00
$135.00
$22,275.00
7120
DUCTILE IRON STORM SEWER PIPE 8 IN. DIAM.
LF
28
$75.00
$2,100.00
$59.00
$1,652.00
$105.00
$2,940.00
$98.00
$2,744.00
$100.00
$2,800.00
7130
TESTING STORM SEWER PIPE
LF
1,900
$2.00
$3,800.00
$2.00
$3,800.00
$2.00
$3,800.00
$1.50
$2,850.00
$4.00
$7,600.00
7300
MANHOLE 48 IN. DIAM. TYPE 3
EA
1
$4,500.00
$4,500.00
$1,700.00
$1,700.00
$2,700.00
$2,700.00
$3,800.00
$3,800.00
$2,100.00
$2,100.00
7140
MANHOLE 60 IN. DIAM. TYPE 3
EA
3
$5,000.00
$15,000.00
$2,000.00
$6,000.00
$3,000.00
$9,000.00
$5,100.00
$15,300.00
$3,000.00
$9,000.00
7150
MANHOLE 72 IN. DIAM. TYPE 3
EA
1
$7,200.00
$7,200.00
$3,400.00
$3,400.00
$7,600.00
$7,600.00
$8,000.00
$8,000.00
$5,000.00
$5,000.00
7160
ROUND LOCKING SOLID COVER
EA
2
$500.00
$1,000.00
$350.00
$700.00
$600.00
$1,200.00
$550.00
$1,100.00
$500.00
$1,000.00
7170
RUBBER ADJUSTMENT RISER
EA
2
200.00
$400.06
550.00
$1,100.00
$1,000.00
2,000.00
$550.00
$1,100.00
00.00
$800.00
7180
THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CURB
EA
5
$600.00
$3,000.00
$350.00
$1,750.00
$500.00
$2,500.00
$550.00
$2,750.00
$1,200.00
$6,000.00
7190
VANED GRATE
EA
17
$150.00
$2,550.00
$150.00
$2,550.00
$200.00
$3,400.00
$400.00
$6,800.00
$350.00
$5,950.00
7200
ADJUST CATCH BASIN TO GRADE
EA
13
$350.00
$4,550.00
$250.00
$3,250.00
$500.00
$6,500.00
$550.00
$7,150.00
$500.00
$6,500.00
7210
ADJUST JUNCTION BOX TO GRADE
EA
14
$150.00
$2,100.00
$200.00
$2,800.00
$200.00
$2,800.00
$250.00
$3,500.00
$500.00
$7,000.00
7220
ADJUST STORM DRAIN MANHOLE TO GRADE
EA
9
$500.00
$4,500.00
$225.00
$2,025.00
$500.00
$4,500.00
$700.00
$6,300.00
$600.00
$5,400.00
7230
ICATCH BASIN TYPE 1
EA
20
$1,000.00
$20,000.00
$950.00
$19,000.00
$1,160.00
$23,200.00
$900.00
$18,000.00
$1,200.00
$24,000.00
7240
JAREA DRAIN
EA
1
$1,000.00
$1,000.00
$550.00
$550.00
$1,000.00
$1,000.00
$600.00
$600.00
$1,000.00
$1,000.00
7250
CATCH BASIN TYPE 2 481N. DIAM.
EA
9
$3,300.00
$29,700.00
$1,700.00
$15,300.00
$2,600.00
$23,400.00
$3,800.00
$34,200.00
$1,800.00
$16,200.00
7260
CONNECTION TO DRAINAGE STRUCTURE
EA
6
$400.00
$2,400.00
$600.00
$3,600.00
$1,000.00
$6,000.00
$800.00
$4,800.00
$2,500.00
$15,000.00
7270
CONSTRUCTION GEOTEXTILE FOR SEPARATION
SY
31747
$2.00
$7,494.00
$1.50
$5,620.50
$1.00
$3,747.00
$3.00
$11,241.00
$3.00
$11,241.00
7280
FRAME AND VANED GRATE
EA
5
$750.00
$3,750.00
$225.00
$1,125.00
$450.00
$2,250.00
$550.00
$2,750.00
$500.00
$2,500.00
7290
HEAVY DUTY MANHOLE FRAME AND COVER
EA
3
$1,000.00
$3,000.00
$450.00
$1,350.00
$700.00
$2,100.00
$650.00
$1,950.00
$1,400.00
$4,200.00
7310
CONCRETE INLET
EA
2
$1,000.00
$2,000.00
$600.00
$1,200.00
$1,100.00
$2,200.00
$700.00
$1,400.00
$1,200.00
$2,400.00
7320
IGRAVEL BACKFILL FOR PIPE ZONE BEDDING
CY
285
$26.00
$7,410.00
$41.00
$11,685.00
$30.00
$8,550.00
$22.00
$6,270.00
$38.00
$10,830.00
7330
CATCH BASIN INSERT
EA
7
$625.00
$4,375.00
$500.00
$3,500.00
$300.00
$2,100.00
$80.00
$560.00
$1,000.00
$7,000.00
7340
STORMWATER FILTER A
LS
1
$65,000.00
$65,000.00
$70,000.00
$70,000.00
$70,000.00
$70,000.00
$68,330.00
$68,330.00
$85,000.00
$85,000.00
7350
PRETREATMENT UNIT
LS
1
$11,000.00
$11,000.00
$13,000.00
$13,000.00
$11,000.00
$11,000.00
$12,000.00
$12,000.00
$20,000.00
$20,000.00
7360
PRETREATMENT UNIT B
LS
1
$36,000.00
$36,000.00
$40,000.00
$40,000.00
$41,000.00
$41,000.00
$40,000.00
$40,000.00
$50,000.00
$50,000.00
7370
LEVEL SPREADER
EA
3
$2,500.00
$7,500.00
$1,700.00
$5,100.00
$1,000.00
$3,000.00
$2,550.00
$7,650.00
$1,000.00
$3,000.00
8000
SEEDING AND FERTILIZING BY HAND
SY
640
$1.50
$960.00
$1.00
$640.00
$1.00
$640.00
$1.00
$640.00
$2.251
$1,440.00
8010
ON-SITE AND OFF-SITE WATER MANAGEMENT
LS
1.00
$16,000.00
$16,000.00
$10,000.00
$10,000.00
$5,000.00
$5,000.00
$14,000.00
$14,000.00
$6,000.001
$6,000.00
8020
SEEDING, FERTILIZING, AND MULCHING
AC
0
$7,000.00
$2,800.00
$7,000.00
$2,800.00
$7,000.00
$2,800.00
$3,750.00
$1,500.00
$3,460.00
$1,384.00
8030
SILT FENCE
LF
89
$5.00
5.00
$6.00
$534.00
$10.00
$890.00
$10.00
$890.00
$14.00
$1,246.00
8040
S ORMWATER POLLUTION VEN ION PLAN AND PERMIT COMPLIANCE
LS
1
$1,500.00
1,500.00
5,000.00
$5,000.00
$2,500.00
$2,500.00
$8,000.00
$8,000.00
$809.50------
f8_09.50
8050
UNSUITABLE FOUNDATION EXCAVATION, INCL. HAUL
CY
500
$20.00
$10,000.00
$17.00
$8,500.00
$51.00
$25,500.00
$25.00
$12,500.00
$35.00
$17,500.00
8060
STABILIZED CONSTRUCTION ENTRANCE
SY
83
$15.00
$1,245.00
$22.00
$1,826.00
$35.00
$2,905.00
$30.00
$2,490.00
$51.00
$4,233.00
8070
ISTORMWATER POND EXCAVATION INCL. HAUL
CY
280.00
$17.50
$4,900.00
$19.00
$5,320.00
$51.00
$14,280.00
$25.00
$7,000.00
$35.00
$9,800.00
8080
BIOSWALE SEEDING
AC
0
$8,500.00
$850.00
$9,000.00
$900.00
$10,000.00
$1,000.00
$12,000.00
$1,200.00
$5,610.00
$561.00
8090
EROSION/WATER POLLUTION CONTROL
FA
1
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
8100
ESC LEAD
DAY
200
$75.00
$15,000.00
$50.00
$10,000.00
$50.00
$10,000.00
$55.00
$11,000.00
$65.00
$13,000.00
8110
HIGH VISIBILITY FENCE
LF
2,875
$3.00 1
$8,625.00
$4.00
$11,500.00
$2.00
$5,750.00
$3.00
$8,625.00
$3.00
$8,625.00
8120
INLET PROTECTION
EA
40
$45.00
$1,800.00
$80.00
$3,200.00
$100.00
$4,000.00
$75.00
$3,000.00
$120.00
$4,800.00
8130
TOP SOIL TYPE A
CY
13
$33.00
$429.00
$34.001
$442.00
$32.00
$416.00
$40.00
$520.00
$50.00
$650.00
8140
-
EA
14
$240.00
$3,360.00
$230.00
$3,220.00
$230.00
$3,220.001
$290.00
$4,060.00
$310001
$4,340.00
Page 2 of 4
45
Page 3 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM •
8150
Vendor Name --->
Location ---------->
SOD LAWN, INCLUDES 4" TOPSOIL
SF
•
18,419
Bid #1
SCI Infrastructure, LLC
Seattle, WA
PRICE
•TAL
$1.25 1 $23,023.75
Bid #2
Stan Palmer Construction, Inc.
Bremerton WA
UNIT PRICE TOTAL
$1.201 $22,102.80
Bid #3
Tucci & Sons, Inc.
Tacoma, WA
UNIT PRICE TOTAL•TOTAL
$1.20 $22,102.80
Bid #4
R.W. Scott Construction
Auburn, WA
$1.20 $22,102.801
Bid #5
DPK, Inc.
Kent, WA
$2.001
36,838.00
8160
BARK OR WOOD CHIP MULCH
Cy
40
$45.00
$1,800.00
$43.00
$1,720.00
$42.00
$1,680.00
$44.00
$1,760.00
$44.00
$1,760.00
8170
COMPOST AMENDED SOIL
Cy
210
$45.00
$9,450.00
$42.00
$8,820.00
$40.00
$8,400.00
$44.00
$9,240.00
$40.00
$8,400.00
8180
REPAIR EXISTING IRRIGATION SYSTEMS
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
8190
WHEEL STOP, PRECAST
EA
1
$220.00
$220.00
$155.00
$155.00
$150.00
$150.00
$165.00
$165.00
$145.00
$145.00
8200
PRECAST DUAL FACED SLOPED MOUNTABLE CURB
LF
1,923
$25.00
$48,075.00
$16.00
$30,768.00
$18.00
$34,614.00
$20.00
$38,460.00
$18.00
$34,614.00
8210
PRECAST SLOPED MOUNTABLE CURB
LF
242
$25.00
$6,050.00
$18.00
$4,356.00
$18.00
$4,356.00
$21.00
$5,082.00
$18.00
$4,356.00
8220
CEMENT CONC. TRAFFIC CURB AND GUTTER
LF
2,818
$15.50
$43,679.00
$19.00
$53,542.00
$10.00
$28,180.00
$13.00
$36,634.00
$15.00
$42,270.00
8230
EXTRUDED CURB, TYPE 6
LF
500
$15.50
$7,750.00
$9.00
$4,500.00
$10.00
$5,000.00
$10.50
$5,250.00
$12.00
$6,000.00
8240
CEMENT CONC PAVEMENT APPROACH 3 -DAY
SY
352
$45.00
$15,840.00
$33.00
$11,616.00
$37.00
$13,024.00
$41.00
$14,432.00
$60.00
$21,120.00
8250
RAISED PAVEMENT MARKER TYPE 2
HUN
32
$465.00
$14,880.00
$300.00
$9,600.00
$405.00
$12,960.00
$433.00
$13,856.00
$405.00
$12,960.00
8260
BLACK VINYL COATED CHAIN LINK FENCE TYPE 4
LF
464
$24.00
$11,136.00
$24.00
$11,136.00
$23.00
$10,672.00
$25.00
$11,600.00
$23.00
$10,672.00
8270
REPLACE CHAIN LINK FENCE FABRIC-6FT
LF
175
$10.00
$1,750.00
$11.00
$1,925.00
$10.00
$1,750.00
$11.00
$1,925.00
$10.00
$1,750.00
8280
DOUBLE 14 Ft. CHAIN LINK GATE
EA
1
$950.00
$950.00
$1,000.00
1,000.00
$1,000.00
$1,000.00
$1,050.00
$1,050.00
$1,000.00
1,000.00
8290
END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE
EA
25
$200.00
$5,000.00
$200.00
$5,000.00
$200.00
$5,000.00
$210.00
$5,250.00
$200.00
$5,000.00
8300
MONUMENT CASE, COVER, AND PIPE
EA
1
$350.00
$350.00
$350.00
$350.00
$500.00
$500.00
$600.00
$600.00
$900.00
$900.00
8310
CEMENT CONC CURB RAMP TYPE MODIFIED A
SY
15
$210.00
$3,150.00
$90.00
$1,350.00
$180.00
$2,700.00
$200.00
$3,000.00
$300.00
$4,500.00
8320
CEMENT CONC CURB RAMP TYPE MODIFIED B
SY
34
$260.00
$8,840.00
$70.00
$2,380.00
$230.00
$7,820.00
$250.00
$8,500.00
$310.00
$10,540.00
8330
CEMENT CONC CURB RAMP TYPE MODIFIED C
SY
25
$210.00
$5,250.00
$80.00
$2,000.00
$180.00
$4,500.00
$200.00
$5,000.00
$400.001
$10,000.00
8340
CEMENT CONC CURB RAMP TYPE MODIFIED D
SY
14
$225.00
$3,150.00
$110.00
$1,540.00
$200.00
$2,800.00
$220.00
$3,080.00
$25.00
$350.00
8350
CEMENT CONC CURB RAMP TYPE PARALLEL A
EA
14
$1,750.00
$24,500.00
$1,150.00
$16,100.00
$1,600.00
$22,400.00
$1,800.00
$25,200.00
$1,800.00
$25,200.00
8360
CEMENT CONC CURB RAMP TYPE PARALLEL B
EA
2
$1,750.00
$3,500.00
$1,100.00
$2,200.00
$1,600.00
$3,200.00
$1,800.00
$3,600.00
$1,900.00
$3,800.00
8370
CEMENT CONC. CURB RAMP TYPE A
EA
11
$1,500.00
$16,500.00
$800.00
$8,800.00
$1,300.00
$14,300.00
$1,500.00
$16,500.00
$1,300.00
$14,300.00
8380
CEMENT CONC. CURB RAMP TYPE B
EA
2
$1,400.00
$2,800.00
$1,000.00
$2,000.00
$1,200.00
$2,400.00
$1,350.00
$2,700.00
$1,200.00
$2,400.00
8390
CEMENT CONC. CURB RAMP TYPE C
EA
4
$1,500.00
$6,000.00
$1,000.00
$4,000.00
$1,400.00
$5,600.00
$1,550.00
$6,200.00
$1,400.00
$5,600.00
8400
CEMENT CONC. SIDEWALK
SY
2,513
$25.00
$62,825.00
$27.00
$67,851.00
$18.70
$46,993.10
$20.00
$50,260.00
$30.00
$75,390.00
8410
QUARRY SPALLS
TN
72
$50.00
$3,600.00
$31.00
$2,232.00
$50.00
$3,600.00
$36.00
$2,592.00
$60.00
$4,320.00
8420
TRAFFIC SIGNAL SYSTEM - 19TH AVE SW AT SW CAMPUS DRIVE, COMPLET
LS
1
$21,000.00
$21,000.00
$22,000.00
$22,000.00
$27,000.00
$27,000.00
$22,000.00
$22,000.00
$25,000.00
$25,000.00
8430
TRAFFIC SIGNAL SYSTEM - 21 ST AVENUE SW AT SW 336TH ST, COMPLETE
LS
1
$205,000.00
$205,000.00
$240,000.00
$240,000.00
$200,000.00
$200,000.00
$212,000.00
$212,000.00
$215,000.00
$215,000.00
8440
TRAFFIC SIGNAL SYSTEM - 21ST AVE SW AT SW 334TH ST AND MID -BLOCK I
LS
1
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$12,000.00
$12,000.00
$11,000.00
$11,000.00
$12,000.00
$12,000.00
8450
TRAFFIC SIGNAL SYSTEM - 24TH PLACE SW AT SW 336TH ST, COMPLETE
LS
1
$150,000.00
$150,000.00
$175,000.00
$175,000.00
$123,000.00
$123,000.00
$157,000.00
$157,000.00
$155,000.00
$155,000.00
8460
DIRECTIONAL BORING
LF
500
$55.00
$27,500.00
$105.00
$52,500.00
$40.00
$20,000.00
$62.00
$31,000.00
$60.00
$30,000.00
8470
ILLUMINATION SYSTEM, COMPLETE
LS
1
$45,000.00
$45,000.00
$45,000.00
$45,000.00
$60,000.00
$60,000.00
$47,500.00
$47,500.00
$50,000.00
$50,000.00
8480
INTERCONNECT SYSTEM, COMPLETE
LS
1
$105,000.00
$105,000.00
$110,000.00
$110,000.00
$100,000.00
$100,000.00
$109,000.00
$109,000.00
$110,000.00
$110,000.00
8490
PERMANENT SIGNING
LS
1
$8,500.00
$8,500.00
$8,000.00
$8,000.00
$8,000.00
$8,000.00
$8,500.00
$8,500.00
$7,395.00
$7,395.00
8500
PROFILED PLASTIC WIDE LANE LINE
LF
2,711
$4.50
$12,199.50
$5.00
$13,555.00
$4.10
$11,115.10
$4.50
$12,199.50
$4.25
$11,521.75
8510
PAINT LINE
LF
56,946
$0.30
$17,083.80
$0.15
$8,541.90
$0.28
$15,944.88
$0.31
$17,653.26
$0.40
$22,778.40
8520
PLASTIC CROSSWALK LINE
SF
1,886
$3.25
$6,129.50
$4.00
$7,544.00
$3.50
$6,601.00
$3.90
$7,355.40
$3.50
$6,601.00
8530
PLASTIC STOP LINE
LF
372
$5.00
$1,860.00
$6.00
$2,232.00
$5.00
$1,860.00
$5.50
$2,046.00
$5.00
$1,860.00
8540
PLASTIC TRAFFIC ARROW
EA
60
$67.00
$4,020.00
$95.00
$5,700.00
$62.00
$3,720.00
$68.00
$4,080.00
$62.00
$3,720.00
8550
PLASTIC TRAFFIC LETTER
EA
7
$70.00
$490.00
$50.00
$350.00
$50.00
$350.00
$55.00
$385.00
$50.00
$350.00
8560
PLASTIC YIELD LINE SYMBOL
EA
14
$30.00
$420.00
$37.00
$518.00
$38.00
$532.00
$42.00
$588.00
$38.00
$532.00
8570
PROFILED PLASTIC LINE
LF
13,220
$2.00
$26,440.00
$4.00
$52,880.00
$1.32
$17,450.40
$1.42
$18,772.40
$2.001
$26,440.00
8580
PLASTIC ACCESS PARKING SPACE SYMBOL
EA
1
$100.00
$100.00
$425.00
$425.00
$2.00
$2.00
$220.00
$220.00
$200.00
$200.00
8590
PLASTIC DOTTED EXTENSION LINE
LF
616
$2.00
$1,232.00
$2.00
$1,232.00
$1.32
$813.12
$1.45
$893.20
$2.00
$1,232.00
8600
REMOVING TEMPORARY PAVEMENT MARKING
LF
56,700
$0.15
$8,505.00
$0.15
$8,505.00
$0.32
$18,144.00
$0.35
$19,845.00
$0.32
$18,144.00
8610
BACKFILL FOR ROCKWALL
TON
12
$90.00
$1,080.00
$21.00
$252.00
$100.00
$1,200.00
$50.00
$600.00
$20.00
$240.00
8620
ROCK FOR ROCK WALL
TON
30
$100.00
$3,000.00
$140.00
$4,200.00
$250.00
$7,500.00
$120.00
$3,600.00
$10.00
$300.00
8630
MODULAR BLOCK WALL
SF
960
$23.00
$22,080.00
$31.00
$29,760.00
$20.00
$19,200.00
$20.00
$19,200.00
$28.00
$26,880.00
8640
UTILITY POTHOLING
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
8650
RESOLUTION OF UTILITY CONFLICTS
FA
1
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
8660
POROUS CONCRETE GRID PAVEMENT SYSTEM
SY
125
1 $60.00
$7,500.00
$100.001
$12,500.00
$60.001
$7,500.001
$40.00
$5,000.00
$27.00
$3,375.00
8670
IPIT RUN SAND
TN
65
1 $20.00
$1,300.00
$18.001
$1,170.00
$50.001
$3,250.001
$30.001
$1,950.00
$35.00
$2,275.00
8680
EA
2
1 $250.00
$500.00
$200.001
$400.00
$1,000.001
$2,000.001
$600.001
$1,200.00
$500.00
$1,000.00
TOTAL SCHEDULE A
bid items include sales tax
$3,154,199.95
$3,337,006.70
$3,372,027.35
$3,622,412.71
$3,539,024.15
45
Page 3 of 4
46
Page 4 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM NO.
Vendor Name --->
Location ---------->
SCHEDULE B - PUGET SOUND ENERGY
UNIT
APPROX.
QUANTITY
Bid #1
SCI Infrastructure, LLC
Seattle, WA
UNIT PRICE
TOTAL•
Bid #2
Stan Palmer Construction, Inc.
Bremerton, WA
Bid #3
Tucci & Sons, Inc.
Tacoma, WA
•TAL
Bid #4
R.W. Scott Construction
Auburn, WA
UNIT PRICE TOTAL
Bid #5
DPK, Inc.
Kent,-WA----
UNIT PRICE TOTAL
9000
IRETRAINING PSE CONDUIT
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
9010
REMOVAL OF STRUCTURES AND OBSTRUCTIONS - PSE DUCT AND VAULTS
LS
1
$5,000.00
$5,000.00
$2,400.00
$2,400.00
$5,000.00
$5,000.00
$3,800.00
$3,800.00
$7,500.00
$7,500.00
9020
INSTALL 2" DB120 Conduit
LF
40
$6.20
$248.00
$9.00
$360.00
$4.00
$160.00
$9.00
$360.00
$22.00
$880.00
9030
INSTALL 3" DB120 Conduit
LF
210
$6.20
$1,302.00
$8.00
$1,680.00
$3.00
$630.00
$8.00
$1,680.00
$26.00
$5,460.00
9040
INSTALL 4" DB120 Conduit
LF
1,630
$3.60
$5,868.00
$6.00
$9,780.00
$4.00
$6,520.00
$6.00
$9,780.00
$30.00
$48,900.00
9050
INSTALL 6" DB120 Conduit
LF
40
$20.00
$800.00
$14.00
$560.00
$7.00
$280.00
$20.00
$800.00
$44.001
$1,760.00
9060
INSTALL 5'x7'x6' Adjustable Anti -Skid Lid Vaults J01 & J05
Fro
2
$1,500.00
$3,000.00
$1,600.00
$3,200.00
$700.00
$1,400.00
$1,800.00
$3,600.00
$3,200.001
$6,400.00
9070
INSTALL 5'x7'x6' Adjustable Std. Plate Lid Vaults J06 & J11
EA
2
$1,500.00
$3,000.00
$1,600.00
$3,200.00
$600.00
$1,200.00
$1,800.00
$3,600.00
$3,500.00
$7,000.00
9080
INSTALL 42"x48" Mini -pad Transformer Vault V03
EA
1
$475.00
$475.00
$500.00
$500.00
$500.00
$500.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
9090
INSTALL 4'-8"x4'8" 3 -Ph. Mini -pad Vault V01
EA
1
$1,000.00
$1,000.00
$1,100.00
$1,100.00
$500.00
$500.00
$1,200.00
$1,200.00
$3,500.00
$3,500.00
9100
INSTALL 2'-8"x3'-8" Concrete Handhole 1-11A
Fro
1
1 $300.00
1 $300.001
$290.001
$290.001
$400.00
$400.00
$850.00
$850.00
$1,000.00
$1,000.00
9110
INSTALL 2'-6"x2'-6" Concrete Handhole 1-13A
EA
1 1
200.00
1 $200.UUI
$200.001200.00
00.00
00.00
$750.001
$750.6 -OF
-7-1,200,00
1,200.00
TOTAL SCHEDULE B
bid items include sales tax
$26,193.00
$28,270.00
$21,990.00
$32,420.00
$89,600.00
SCHEDULE C - CENTURYLINK
9120
REMOVAL OF STRUCTURES AND OBSTRUCTIONS - CENTURYLINK DUCT ANI
LS
1
$3,000.00
$3,000.00
$2,400.00
$2,400.00
$5,000.00
$5,000.00
$3,000.00
$3,000.00
$5,000.00
$5,000.00
9130
INSTALL 4" SCHEDULE 40 PVC CONDUIT
LF
1,870
$3.30
$6,171.00
$6.00
$11,220.00
$4.00
$7,480.00
$5.00
$9,350.00
$30.00
$56,100.00
9140
INSTALL HANDHOLE 264 -TA
EA
1
$1,300.00
$1,300.00
$1,400.00
$1,400.00
$600.00
$600.00
$2,200.00
$2,200.00
$1,500.00
$1,500.00
9150
INSTALL HANDHOLE 25 -TA
EA
1
$1,200.00
$1,200.00
$1,300.00
$1,300.00
$400.00
$400.00
$2,500.00
$2,500.00
$900.00
$900.00
9160
INSTALL VAULT 4484 -TA
EA
1
$1,400.00
$1,400.00
$1,500.00
$1,500.00
$1,000.00
$1,000.00
$2,800.00
$2,800.00
$3,200.00
$3,200.00
9170
INSTALL 8" CLOSURE
EA
1
$200.00
$200.00
$200.00
$200.00
$300.001
$300.00
$250.00
$250.001
$800.001'$800.00
9180
INSTALL 12" CLOSURE
EA
1
$300.00
1 $300.00
$250.001
$250.001
$400.001
$400.001
$500.001
$500.001
$900.001
$900.00
TOTAL SCHEDULE C
bid items include sales tax
$13,571.00
$18,270.00
$15,180.00
$20,600.00
$68,400.00
SCHEDULE D - COMCAST
9190
REMOVAL OF STRUCTURES AND OBSTRUCTIONS - COMCAST DUCT AND VA
LS
1
$5,000.00
$5,000.00
$1,800.00
$1,800.00
$1,000.00
$1,000.00
$3,000.00
$3,000.00
$5,000.00
$5,000.00
9200
INSTALL 2" SCHEDULE 40 PVC CONDUIT
LF
1,062
$2.20
$2,336.40
$5.00
$5,310.00
$3.00
$3,186.00
$5.00
$5,310.00
$20.00
$21,240.00
9210
INSTALL 4" SCHEDULE 40 PVC CONDUIT
LF
531
$3.50
$1,858.50
$6.00
$3,186.00
$4.00
$2,124.00
$6.00
$3,186.00
$32.00
$16,992.00
9220
INSTALL VAULT SGLB 3048
EA
1
$400.00
$400.00
$400.00
$400.00
$600.00
$600.00
$650.00
$650.00
$1,200.00
$1,200.00
9230
INSTALL VAULT SGLB 2436
EA
1
$300.00
$300.00
$225.00
$225.001
$400.00
$400.00
$550.00
$550.00
$1,200.00
$1,200.00
TOTAL SCHEDULE D
bid items include sales tax
$9,894.90
$10,921.00
$7,310.00
$12,696.00
$45,632.00
x.
X65$ x., T'I
Contractor Total
$3,203,858.85
$3,394,467.70
$3,416,705.35
$3,688,128.71
$3,742,646.15
Addendum acknowledgement
Bid Signature
Bid Bond
Combined Affidavit
Contractors Compliance
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
46
Page 4 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
Vendor Name --->
Bid #6
Bid #7
Bid #8
Bid #9
Location ---------->
g Johansen Excavating
Buckle
WAITEM
Active Construction, Inc.
Westwater Construction
Nova Contracting, Inc.
Engineers Estimate
,
Pu allu , WA
Auburn, WA
OI m ia, WA
NO.
ITEM
UNIT
SCHEDULE A
QUANTITY
UNIT PRICE
•
UNIT PRICE
TOTALTAL
•TOTAL
1000
STRUCTURE SURVEYING
LS
1
$3,800.00f-$3,800.00
1010
AS -BUILT SURVEY AND RECORD DRAWINGS
LS
1
$7,000.00
$3,000.00
$3,000.00
$5,000.00
$5,000.00
$4,000.00
$4,000.00
$8,000.00
$8,000.00
1020
LICENSED SURVEYING
FA
1
$2,000.00
$7,000.00
$175.00
$175.00
$5,000.00
$5,000.00
$7,000.00
$7,000.00
$10,000.00
$10,000.00
1030
ROADWAY SURVEYING
LS
1
$24,265.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
1040
HEALTH AND SAFETY PLAN
$24,265.00
$34,000.00
$34,000.00
$20,000.00
$20,000.00
$24,000.00
$24,000.00
$15,000.00
1050
FA -SITE CLEANUP OF BIO. AND PHYSICAL HAZARDS
LS
FA
1
1
$3,000.00
$2,500.00
$3,000.00
$100.00
$100.00
$2,000.00
$2,000.00
$650.00
$650.00
$2,500.00
$15,000.00
$2,500.00
1060
TYPE B PROGRESS SCHEDULE
LS
1
$3,000.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
1070
1080
MOBILIZATION
OFF-DUTY UNIFORMED POLICE OFFICER
LS
1
$426,700.00
$3,000.00
$426,700.00
$5,000.00
$360,738.75
$5,000.00
$360,738.75
$2,000.00
$375,000.00
$2,000.00
$375,000.00
$5,000.00
$545,000.00
$5,000.00
$545,000.00
$5,000.00
$250,000.00
$5,000.00
1090
TRAFFIC CONTROL SUPERVISOR
FA
HRS
1
1,800
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$11,000.00
$1 1,000.00
$11,000.00
$11,000.00
$11,000.00
$2$5,000.00
$11,000.00
1100
OTHER TEMPORARY TRAFFIC CONTROL
LS
1
$53.75
$50,9$3.00
$96,750.00
$80.00
$144,000.00
$50.00
$90,000.00
$48.00
$86,400.00
$45.00
$81,000.00
1110
SEQUENTIAL ARROW SIGN
HRS
11,520
$3.55
$50,900.00
$40,896.00
$35,000.00
$0.75
$35,000.00
$35,000.00
$35,000.00
$5,000.00
$5,000.00
$12,100.00
$12,100.00
1120
OTHER TRAFFIC CONTROL LABOR
HRS
720
$50.30
$36,216.00
$51.00
$8,640.00
$36,720.00
$1.00
$11,520.00
$3.00
$34,560.00
$3.00
$34,560.00
1130
PORTABLE CHANGEABLE MESSAGE SIGN
HRS
6,200
$60.00
$43,200.00
$$3.00
$36,000.00
$45.00
$32,400.00
1140
CONSTRUCTION SIGNS CLASS
$3.55
$22,010.00
$2.21
$13,702.00
$3.00
$18,600.00
A
SF
478
$4.00
$24,800.00
$3.50
$21,700.OQ
1150
FLAGGERS AND SPOTTERS
HRS
1,800
$17.00
$8,126.00
$31.50
$15,057.00
$10.00
$4,780.00
$12.00
$5,736.00
$25.00
$11,950.00
2000
ROADSIDE CLEANUP
FA
1
$50.30
$5,000.00
$90,540.00
$5,000.00
$60.00
$5,000.00
$108,000.00
$50.00
$$4,000.00
$50.00
$$5,000.00
$25.00
$81,000.00
2010
2020
CLEARING AND GRUBBING
HAZARDOUS MATERIAL HANDLING AND DISPOSAL
AC
FA
0.93
1
$28,000.00
$26,040.00
$26,000.00
$5,000.00
$24,180.00
$5,000.00
$25,000.00
$5,000.00
$23,250.00
$5,000.00
$8,500.00
$5,000.00
$7,905.00
$5,000.00
$15,000.00
$5,000.00
$13,950.00
2030
HAZARDOUS MATERIAL EXCAVATION INCL. HAUL
CY
100
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
2040
SAWCUTTING (ACP)
SF
2,864
$23.00
$1.55
$2,300.00
$4,439.20
$72.00
$6.75
$7,200.00
$60.00
$6,000.00
$200.00
$20,000.00
$100.00
$10,000.00
2050
REMOVAL AND R LOCATION OF EXISTING PRIVATE IMPROVEMENTS
FA
1
$19,332.00
$2.50
$7,160.00
$2.50
$7,160.00
$2.00
$5,728.00
2060
REMOVAL OF STRUCTURE AND
$5,000.00
$5,000.00
$5,000.00
$5,000.00
5,000.00
$5,000.00
OBSTRUCTION
LS
1
$2,200.00
$5,000.00
$5,000.00
5,000.00
5,000.00
2070
REMOVE AND RESET BLACK IRON FENCE
LF
80
$16.85
$2,200.00
$15,000.00
$15,000.00
$25,000.00
$25,000.00
$125,000.00
$125,000.00
$7,800.00
$7,800.00
2080
REMOVE AND RESET CHAIN LINK FENCE
LF
80
$1,348.00
$18.00
$1,440.00
$13.00
$1,040.00
$30.00
$2,400.00
$18.00
$1,440.00
2090
REMOVE CHAINFENCE FABRIC
LF
175
$14.75
$1.35
$1,180.00
$16.00
$1,280.00
$20.00
$1,600.00
$30.00
$2,400.00
$14.00
$1,120.00
2100
REMOVE AND RESET OIL WATER SEPARATOR
LS
1
$5,000.00
$236.25
$16.00
$2,800.00
$3.00
$525.00
$10.00
$1,750.00
$7.00
$1,225.00
2110
REMOVE EXISTING CATCH BASIN
EA
20
$315.00
$5,000.00
$5,500.00
$5,500.00
$10,000.00
$10,000.00
$1,500.00
$1,500.00
$3,000.00
$3,000.00
2120
REMOVE EXISTING STORM SEWER PIPE
LF
160
$10.00
$6,300.00
$530.00
$10,600.00
$100.00
$2,000.00
$250.00
$5,000.00
$400.00
$8,000.00
2130
REMOVE, SALVAGE, AND RELOCATE TREE GRATE
EA
14
$1,600.00
$25.50
$4,080.00
$10.00
$1,600.00
$20.00
$3,200.00
$10.00
$1,600.00
2140
REMOVING CEMENT CONC. CURB
LF
715
$600.00
$8,400.00
$500.00
$7,000.00
$500.00
$7,000.00
$500.00
$7,000.00
$400.00
$5,600.00
2150
REMOVING CEMENT CONC. CURB AND GUTTER
LF
2,839
$5.25
$6.75
$3,753.75
$3.00
$2,145.00
$1.00
$715.00
$5.00
$3,575.00
$1.00
$715.00
2160
REMOVING CEMENT CONC. SIDEWALK
SY
3,108
$6.50
$19,163.25
$3.00
$8,517.00
$1.00
$2,839.00
$5.00
$14,195.00
$10.00
$28,390.00
2170
REMOVING PAVEMENT MARKING
LS
1
$3,650.00
$20,202.00
$3,650.00
$12.00
$500.00
$37,296.00
$500.00
$2.00
$6,216.00
$8.00
$24,864.00
$11.00
$34,188.00
2180
2190
REMOVING TRAFFIC CURB
LF
1,297
$6.50
$8,430.50
$3.00
$3,891.00
$5,000.00
$5,000.00
$8,000.00
$8,000.00
$11,000.00
$11,000.00
2200
ROADWAY EXCAVATION INCL. HAUL
GRAVEL BORROW INCL. HAUL
CY
4,165
$25.85
$107,665.25
$32.50
$135,362.50
$2.00
$12.00
$2,594.00
$49,980.00
$2.00
$20.00
$2,594.00
$8.00
$10,376.00
2210
GRAVEL BORROW INCL. HAUL FOR JOINT TRENCH
TON
CY
60
269
$35.55
$2,133.00
$32.00
$1,920.00
$28.00
$1,680.00
$35.00
$83,300.00
$2,100.00
$15.00
$20.00
$62,475.00
$1,200.00
2220
GRAVEL BORROW INCL. HAUL FOR TRENCH BACKFILL
CY
768
$63.00
$29.00
$16,947.00
$25.00
$6,725.00
$60.00
$16,140.00
$35.00
$9,415.00
$20.00
$5,380.00
2230
SHORING OR EXTRA EXCAVATION CLASS A
LS
1
$4,650.00
$22,272.00
$25.00
$19,200.00
$60.00
$46,080.00
$35.00
$26,880.00
$20.00
$15,360.00
2240
SHORING OR EXTRA EXCAVATION CLASS B
SF
9,135
$0.35
$4,650.00
$3,197.25
$11,310.00
$11,310.00
$5,000.00
$5,000.00
$15,000.00
$15,000.00
$23,000.00
$23,000.00
2250
2260
SHORING OR EXT XCAVATION CLAS B O J IN ENCH
SHORING OR XT EXCAVATION
SF
4,340
$4.40
19,096.00
$0.90
0.40
$8,221.50
$1,736.00
$0.20
0.20
$1,827.00
$2.00
$18,270.00
$1.25
$11,418.75
2270
CLASS 6 O S O MWA ER YST M
TI
STRUCTURE EXCAVATION CLASS A INCL HAUL
SF
399
$1.85
$738.15
$5.00
$1,995.00
0.20
868.00
78.80
$2.00
$2 00
8,680.00
$798 OQ
1.25
$5,425.00
2280
STRUCTURE EXCAVATION GLASS B INCL HAUL
CY
CY
650
285
$23.25
$15,112.50
$26.22
$17,043.00
$12.00
$7,800.00
$20.00
$13,000.00
500
$20.00
$1,995.00
$13,000.00
2290
STRUCTUR EXCAVATION CLASS B FOR UN E GR ND UTILI IES
CY
350
$46.30
52.35
$13,195.50
$43.30
$12,340.50
$12.00
$3,420.00
$20.00
$5,700.00
$9.00
$2,565.00
4000
CRUSHED SURFACING TOP COURSE (OR BASE COURSE)
TON
1,815
$26.50
$18,322.50
$48,097.50
$85.00
$40.00
29,750.00
12.00
$4,200.00
8.00
$2,800.00
$20.00
$7,000.00
4010
5000
GRAVEL BASE
TEMPORARY PAVEMENT
CY
20
$100.50
$2,010.00
$110.00
$72,600.00
$2,200.00
$30.00
$54.00
$54,450.00
$1,080.00
$45.00
$50.00
$81,675.00
$28.00
$50,820.00
5010
PLANING BITUMINOUS PAVEMENT
TN
SY
300
21,822
$179.00
$53,700.00
$185.00
$55,500.00
$80.00
$24,000.00
$120.00
$1,000.00
$36,000.00
$28.00
$80.00
$560.00
$24,000.00
5020
ASPHALT COST PRICE ADJUSTMENT
CALC
1
$2.65
$2,000.00
$57,828.30
$2,000.00
$2.55
$55,646.10
$2.50
$54,555.00
$3.00
$65,466.00
$2.50
$54,555.00
5030
COMMERCIAL HMA
TN
152
$160.65
$24,418.80
$2,000.00
$230.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
$2,000.00
5040
5050
HMA CL. 1 IN. PG 64-22
HMA CL. 1/2 IN. PG 64-22
TN
1,174
$94.10
$110,473.40
$103.00
$34,960.00
$120,922.00
$90.00
$90.00
$13,680.00
$105,660.00
$110.00
$94.00
$16,720.00
$110,356.00
$80.00
$12,160.00
5060
HMA CL. 1/2 IN. FOR PRE LEVELING
TN
TN
3,452
314
$81.65
$281,855.80
$93.00
$321,036.00
$90.00
$310,680.00
$88.00
$303,776.00
$75.00
$75.00
$88,050.00
$258,900.00
5070
ME T R
HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 64-22
TN
500
$88.90
$128.60
$27,914.60
$64,300.00
$118.00
$37,052.00
$90.00
$28,260.00
$94.00
$29,516.00
$80.00
$25,120.00
6000
GRAVEL BACKFILL FOR WALL
CY
95
$15.45
$1,467.75
$163.00
$28.30
$81,500.00
$90.00
$45,000.00
$125.00
$62,500.00
$75.00
$37,500.00
6010
6020
STAIR AND HANDRAIL, STA A 331+82
STAIR AND HANDRAIL, STA A 332+48
LS
1
$2,000.00
$2,000.00
$12,000.00
$2,688.50
$12,000.00
$54.00
$7,000.00
$5,130.00
$7,000.00
$50.00
$4,750.00
$22.00
$2,090.00
LS
1
$2,000.00
$2,000.00
$12,000.00
$5,000.00
$5,000.00
$500.00
$500.00
0-1 -; n
$12,000.00
$7,000.00
$7,000.00
$5,000.00
$5,000.00
$500.00
$500.00
Page 2 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM •
6030
Vendor Name --->
Location --------->
ITEM
STAIR AND HANDRAIL, STA A 334+50
LS
APPROX.UNIT
QUANTITY
1
Bid #6
sen Excavating
1:1�ucklev,WA
UNIT PRICE TOTAL•
$2,000.001 $2,000.001
Bid #7
Active Construction, Inc.
Pu allu , WA
$14,000.001 $14,000.00
Bid #8
Westwater Construction
Auburn, WA
•TAL UNIT
$7,000.00 $7,000.00
Bid #9
Nova Contracting, Inc.
OI m ia, WA
PRICE TOTAL
$5,000.00 $5,000.00
Engineers Estimate
UNIT PRICE TOTAL
$700.00 $700.00
6040
STAIR AND HANDRAIL, STA A 334+90
LS
1
$2,000.00
$2,000.00
$12,000.00
$12,000.00
$9,000.00
$9,000.00
$5,000.00
$5,000.00
$1,500.00
$1,500.00
6050
STAIR AND HANDRAIL, STA A 339+25
LS
1
$2,000.00
$2,000.00
$15,000.00
$15,000.00
$12,000.00
$12,000.00
$5,000.00
$5,000.00
$2,000.00
$2,000.00
6060
ST. REINF. BAR FOR RETAINING WALL
POUND
18,878
$1.80
$33,980.40
$1.40
$26,429.20
$1.50
$28,317.00
$2.50
$47,195.00
$1.00
$18,878.00
6070
CONC. CLASS 4000 FOR RETAINING WALL
CY
214
$641.70
$137,323.80
$785.00
$167,990.00
$1,400.00
$299,600.00
$680.00
$145,520.00
$550.00
$117,700.00
7000
IRECONNECT EXISTING MISC. DRAINAGE
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
7010
UNDERDRAIN PIPE 4 IN. DIAM.
LF
775
$12.50
$9,687.50
$13.00
$10,075.00
$20.00
$15,500.00
$35.00
$27,125.00
$11.00
$8,525.00
7015
DRAIN PIPE 4IN. DIAM.
LF
80
$32.65
$2,612.00
$20.00
$1,600.00
$20.00
$1,600.00
$32.00
$2,560.00
$15.00
$1,200.00
7020
UNDERDRAIN PIPE 6 IN. DIAM.
LF
95
$13.50
$1,282.50
$15.00
$1,425.00
$23.00
$2,185.00
$40.00
$3,800.00
$13.00
$1,235.00
7030
DRAIN PIPE 6 IN. DIAM.
LF
125
$18.50
$2,312.50
$15.00
$1,875.00
$23.00
$2,875.00
$38.00
$4,750.00
$12.00
$1,500.00
7040
GRAVEL BACKFILL FOR DRAIN
CY
18
$29.50
$531.00
$71.00
$1,278.00
$54.00
$972.00
$70.00
$1,260.00
$30.00
$540.00
7050
FLARED END SECTION 24 IN. DIAM.
EA
1
$1,245.00
$1,245.00
$3,400.00
$3,400.00
$800.00
$800.00
$1,000.00
$1,000.00
$500.00
$500.00
7060
SOLID WALL PVC STORM SEWER PIPE 101N. DIAM.
LF
35
$73.50
$2,572.50
$88.00
$3,080.00
$100.00
$3,500.00
$50.00
$1,750.00
$27.50
$962.50
7070
SOLID WALL PVC STORM SEWER PIPE 81N. DIAM.
LF
75
$70.00
$5,250.00
$61.00
$4,575.00
$80.00
$6,000.00
$48.00
$3,600.00
$25.00
$1,875.00
7080
CL. V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM.
LF
752
$57.00
$42,864.00
$61.00
$45,872.00
$130.00
$97,760.00
$56.00
$42,112.00
$33.00
$24,816.00
7090
CL. V REINF. CONC. STORM SEWER PIPE 18 IN. DIAM.
LF
623
$59.55
$37,099.65
$75.00
$46,725.00
$170.00
$105,910.00
$62.00
$38,626.00
$45.00
$28,035.00
7100
CL. V REINF. CONC. STORM SEWER PIPE 24 IN. DIAM.
LF
157
$91.50
$14,365.50
$75.00
$11,775.00
$180.00
$28,260.00
$68.00
$10,676.00
$75.00
$11,775.00
7110
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
LF
165
$127.00
$20,955.00
$157.00
$25,905.00
$170.00
$28,050.00
$55.00
$9,075.00
$80.00
$13,200.00
7120
DUCTILE IRON STORM SEWER PIPE 8 IN. DIAM.
LF
28
$109.00
$3,052.00
$107.00
$2,996.00
$145.00
$4,060.00
$45.00
$1,260.00
$55.00
$1,540.00
7130
TESTING STORM SEWER PIPE
LF
1,900
$2.35
$4,465.00
$1.80
$3,420.00
$2.00
$3,800.00
$5.00
$9,500.00
$2.00
$3,800.00
7300
MANHOLE 48 IN. DIAM. TYPE 3
EA
1
$2,530.00
$2,530.00
$3,400.00
$3,400.00
$3,000.00
$3,000.00
$3,200.00
$3,200.00
$3,500.00
$3,500.00
7140
MANHOLE 60 IN. DIAM. TYPE 3
EA
3
$3,200.00
$9,600.00
$4,000.00
$12,000.00
$4,000.00
$12,000.00
$4,500.00
$13,500.00
$5,000.00
$15,000.00
7150
MANHOLE 72 IN. DIAM. TYPE 3
EA
1
$6,000.00
$6,000.00
$5,250.00
$5,250.00
$10,000.00
$10,000.00
$8,200.00
$8,200.00
$6,000.00
$6,000.00
7160
ROUND LOCKING SOLID COVER
EA
2
$435.00
$870.00
$600.00
$1,200.00
$300.00
$600.00
$300.00
$600.00
$350.00
$700.00
7170
RUBBER ADJUSTMENT RISER
EA
2
$365.00
$730.00
$540.00
1,080.00
00.00
$800.00
$500.00
$1,000.00
$200.00
$400.00
7180
THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CURB
EA
5
$305.00
$1,525.00
$1,600.00
$8,000.00
$400.00
$2,000.00
$450.00
$2,250.00
$250.00
$1,250.00
7190
VANED GRATE
EA
17
$440.00
$7,480.00
$325.00
$5,525.00
$200.00
$3,400.00
$350.00
$5,950.00
$300.00
$5,100.00
7200
ADJUST CATCH BASIN TO GRADE
EA
13
$535.00
$6,955.00
$325.00
$4,225.00
$300.00
$3,900.00
$450.00
$5,850.00
$200.00
$2,600.00
7210
ADJUST JUNCTION BOX TO GRADE
EA
14
$300.00
$4,200.00
$225.00
$3,150.00
$350.00
$4,900.00
$300.00
$4,200.00
$100.00
$1,400.00
7220
ADJUST STORM DRAIN MANHOLE TO GRADE
EA
9
$535.00
$4,815.00
$750.00
$6,750.00
$600.00
$5,400.00
$750.00
$6,750.00
$200.00
$1,800.00
7230
CATCH BASIN TYPE 1
EA
20
$850.00
$17,000.00
$1,500.00
$30,000.00
$1,000.00
$20,000.00
$1,100.00
$22,000.00
$1,000.00
$20,000.00
7240
AREA DRAIN
EA
1
$600.00
$600.00
$1,350.00
$1,350.00
$800.00
$800.00
$980.00
$980.00
$500.00
$500.00
7250
CATCH BASIN TYPE 2 481N. DIAM.
EA
9
$2,500.00
$22,500.00
$3,100.00
$27,900.00
$2,500.00
$22,500.00
$3,200.00
$28,800.00
$1,800.00
$16,200.00
7260
CONNECTION TO DRAINAGE STRUCTURE
EA
6
$1,250.00
$7,500.00
$2,200.00
$13,200.00
$500.00
$3,000.00
$500.00
$3,000.00
$500.00
$3,000.00
7270
CONSTRUCTION GEOTEXTILE FOR SEPARATION
Sy
3,747
$1.35
$5,058.45
$3.00
$11,241.00
$1.00
$3,747.00
$3.00
$11,241.00
$2.00
$7,494.00
7280
FRAME AND VANED GRATE
EA
5
$335.00
$1,675.00
$775.00
$3,875.00
$350.00
$1,750.00
$300.00
$1,500.00
$500.00
$2,500.00
7290
HEAVY DUTY MANHOLE FRAME AND COVER
EA
3
$580.00
$1,740.00
$600.00
$1,800.00
$800.00
$2,400.00
$600.00
$1,800.00
$600.00
$1,800.00
7310
CONCRETE INLET
EA
2
$635.00
$1,270.00
$1,200.00
$2,400.00
$800.00
$1,600.00
$1,000.00
$2,000.00
$950.00
$1,900.00
7320
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
CY
285
$31.75
$9,048.75
$32.75
$9,333.75
$54.00
$15,390.00
$50.00
$14,250.00
$35.00
$9,975.00
7330
CATCH BASIN INSERT
EA
7
$645.00
$4,515.00
$1,100.00
$7,700.00
$800.00
$5,600.00
$500.00
$3,500.00
$1,300.00
$9,100.00
7340
STORMWATER FILTER A
LS
1
$65,150.00
$65,150.00
$58,000.00
$58,000.00
$80,000.00
$80,000.00
$55,000.00
$55,000.00
$50,000.00
$50,000.00
7350
PRETREATMENT UNIT A
LS
1
$12,300.00
$12,300.00
$43,000.00
$43,000.00
$18,000.00
$18,000.00
$8,500.00
$8,500.00
$10,000.00
$10,000.00
7360
PRETREATMENT UNIT B
LS
1
$37,835.00
$37,835.00
$55,500.00
$55,500.00
$55,000.00
$55,000.00
$37,000.00
$37,000.00
$36,000.00
$36,000.00
7370
LEVEL SPREADER
EA
3
$2,115.00
$6,345.00
$5,500.00
$16,500.00
$2,100.00
$6,300.00
$2,000.00
$6,000.00
$400.00
$1,200.00
8000
SEEDING AND FERTILIZING BY HAND
Sy
640
$1.05
$672.00
$2.81
$1,798.40
$2.00
$1,280.00
$2.00
$1,280.00
$3.00
$1,920.00
8010
ON-SITE AND OFF-SITE WATER MANAGEMENT
LS
1.00
$181,465.00
$181,465.00
$1.00
$1.00
$15,000.00
$15,000.00
$5,200.00
$5,200.00
$3,000.00
$3,000.00
8020
SEEDING, FERTILIZING, AND MULCHING
AC
0
$6,800.00
$2,720.00
$4,300.00
$1,720.00
$2,500.00
$1,000.00
$3,200.00
$1,280.00
$3,000.00
$1,200.00
8030
SILT FENCE
LF
89
$7.65
$680.85
$7.00
$623.00
15.00
$1,335.06
$5.00
$445.00
$5.00
$445.00
8040
STORMWATER POLLUTION PREVENTION PLAN AND PERMIT COMPLIANCE
LS
1
$8,500.00
8,500.00
$1.00
1.00
$15,000.00
$15,000.00
2,800.00
$2,800.00
$15,000.00
$15,000.00
8050
UNSUITABLE FOUNDATION EXCAVATION, INCL. HAUL
CY
500
$32.00
$16,000.00
$20.00
$10,000.00
$19.00
$9,500.00
$28.00
$14,000.00
$20.00
$10,000.00
8060
STABILIZED CONSTRUCTION ENTRANCE
SY
83
$22.00
$1,826.00
$18.25
$1,514.75
$50.00
$4,150.00
$10.00
$830.00
$25.00
$2,075.00
8070
STORMWATER POND EXCAVATION INCL. HAUL
CY
280.00
$74.35
$20,818.00
$31.00
$8,680.00
$25.00
$7,000.00
$28.00
$7,840.00
$15.00
$4,200.00
8080
BIOSWALE SEEDING
AC
0
$8,500.00
$850.00
$7,000.00
$700.00
$4,000.00
$400.00
$4,500.00
$450.00
$5,000.00
$500.00
8090
EROSION/WATER POLLUTION CONTROL
FA
1
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
$7,000.00
8100
ESC LEAD
DAY
200
$76.00
$15,200.00
$1.00
$200.00
$40.00
$8,000.00
$10.00
$2,000.00
$50.00
$10,000.00
8110
HIGH VISIBILITY FENCE
LF
2,875
$3.50
$10,062.50
$2.30
$6,612.50
$3.00
$8,625.00
$4.00
$11,500.00
$2.50
$7,187.50
8120
IINLET PROTECTION
EA
40
$70.00
$2,800.00
$100.00
$4,000.00
$100.00
$4,000.00
$80.00
$3,200.00
$90.00
$3,600.00
8130
ITOP SOIL TYPE A
CY
13
$33.50
$435.501
$62.001
$806.001
$60.00
$780.00
$50.00
$650.00
$55.00
$715.00
8140
-
EA
14
$234.00
$3,276.00
$390.00
$5,460.00
$550.00
$7,700.00
$250.00
$3,500.00
$350.00
$4,900.00
Page 2 of 4
49
Page 3 of 4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM •
8150
Vendor Name --->
Location ---------->
SOD LAWN, INCLUDES 4" TOPSOIL
SF
APPROX.
QUANTITY
18,419
Bid #6
Johansen Excavating
Bucklev, WA
UNIT PRICE TOTAL•
$1.20 $22,102.801
Bid #7
Active Construction, Inc.
Pu allu , WA
,312.30
Bid 98
Westwater Construction
Auburn, WA
•TAL
$1.00 $18,419.00
Bid #9
Nova Contracting, Inc.
OI m ia, WA
UNIT PRICE TOTAL
$1.00 $18,419.00
Engineers Estimate
UNIT PRICE TOTAL
$1.50 $27,628.50
8160
BARK OR WOOD CHIP MULCH
Cy
40
$43.70
$1,748.00
$55.00
$2,200.00
$75.00
$3,000.00
$80.00
$3,200.00
$45.00
$1,800.00
8170
COMPOST AMENDED SOIL
CY
210
$51.60
$10,836.00
$50.00
$10,500.00
$50.00
$10,500.00
$45.00
$9,450.00
$25.00
$5,250.00
8180
REPAIR EXISTING IRRIGATION SYSTEMS
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
8190
WHEEL STOP, PRECAST
EA
1
$210.00
$210.00
$175.00
$175.00
$125.00
$125.00
$200.00
$200.00
$500.00
$500.00
8200
PRECAST DUAL FACED SLOPED MOUNTABLE CURB
LF
1,923
$24.70
$47,498.10
$16.20
$31,152.60
$15.00
$28,845.00
$18.00
$34,614.00
$22.00
$42,306.00
8210
PRECAST SLOPED MOUNTABLE CURB
LF
242
$24.70
$5,977.40
$20.00
$4,840.00
$18.00
$4,356.00
$25.00
$6,050.00
$40.00
$9,680.00
8220
CEMENT CONC. TRAFFIC CURB AND GUTTER
LF
2,818
$14.45
$40,720.10
$12.25
$34,520.50
$50.00
$140,900.00
$13.00
$36,634.00
$13.50
$38,043.00
8230
EXTRUDED CURB, TYPE 6
LF
500
$15.70
$7,850.00
$10.00
$5,000.00
$8.00
$4,000.00
$12.00
$6,000.00
$15.00
$7,500.00
8240
CEMENT CONC PAVEMENT APPROACH 3 -DAY
SY
352
$81.75
$28,776.00
$53.70
$18,902.40
$32.00
$11,264.00
$45.00
$15,840.00
$40.00
$14,080.00
8250
RAISED PAVEMENT MARKER TYPE 2
HUN
32
$470.00
$15,040.00
$330.00
$10,560.00
$300.00
$9,600.00
$300.00
$9,600.00
$850.00
$27,200.00
8260
BLACK VINYL COATED CHAIN LINK FENCE TYPE 4
LF
464
$23.50
$10,904.00
$25.50
$11,832.00
$25.00
$11,600.00
$25.00
$11,600.00
$25.00
$11,600.00
8270
REPLACE CHAIN LINK FENCE FABRIC-6FT
LF
175
$10.00
$1,750.00
$11.00
$1,925.00
$15.00
$2,625.00
$11.00
$1,925.00
$25.00
$4,375.00
8280
DOUBLE 14 Ft. CHAIN LINK GATE
EA
1
1,000.00
1,000.00
$1,050.00
1,050.00
$2,000.00
$2,000.00
$1,100.00
$1,100.00
$2,500.00
2,500.00
8290
END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE
EA
25
$200.00
$5,000.00
$213.00
$5,325.00
$100.00
$2,500.00
$200.00
$5,000.00
$225.00
$5,625.00
8300
MONUMENT CASE, COVER, AND PIPE
EA
1
$820.00
$820.00
$950.00
$950.00
$1,000.00
$1,000.00
$450.00
$450.00
$400.00
$400.00
8310
CEMENT CONC CURB RAMP TYPE MODIFIED A
SY
15
$160.00
$2,400.00
$225.00
$3,375.00
$32.00
$480.00
$198.00
$2,970.00
$200.00
$3,000.00
8320
CEMENT CONC CURB RAMP TYPE MODIFIED B
SY
34
$88.00
$2,992.00
$280.00
$9,520.00
$32.00
$1,088.00
$253.00
$8,602.00
$200.00
$6,800.00
8330
CEMENT CONC CURB RAMP TYPE MODIFIED C
SY
25
$68.25
$1,706.25
$225.00
$5,625.00
$32.00
$800.00
$198.00
$4,950.00
$200.00
$5,000.00
8340
CEMENT CONC CURB RAMP TYPE MODIFIED D
SY
14
$113.00
$1,582.00
$250.00
$3,500.00
$32.00
$448.00
$220.00
$3,080.00
$200.00
$2,800.00
8350
CEMENT CONC CURB RAMP TYPE PARALLEL A
EA
14
$1,440.00
$20,160.00
$2,100.00
$29,400.00
$1,000.00
$14,000.00
$1,760.00
$24,640.00
$1,400.00
$19,600.00
8360
CEMENT CONC CURB RAMP TYPE PARALLEL B
EA
2
$1,440.00
$2,880.00
$2,100.00
$4,200.00
$800.00
$1,600.00
$1,760.00
$3,520.00
$1,400.00
$2,800.00
8370
CEMENT CONC. CURB RAMP TYPE A
EA
11
$1,392.00
$15,312.00
$1,800.00
$19,800.00
$1,000.00
$11,000.00
$1,430.00
$15,730.00
$1,250.00
$13,750.00
8380
CEMENT CONC. CURB RAMP TYPE B
EA
2
$1,635.00
$3,270.00
$1,700.00
$3,400.00
$1,000.00
$2,000.00
$1,320.00
$2,640.00
$1,100.00
$2,200.00
8390
CEMENT CONC. CURB RAMP TYPE C
EA
4
$1,690.00
$6,760.00
$1,900.00
$7,600.00
$1,000.00
$4,000.00
$1,540.00
$6,160.00
$1,100.00
$4,400.00
8400
CEMENT CONC. SIDEWALK
SY
2,513
$43.45
$109,189.85
$28.50
$71,620.50
$80.00
$201,040.00
$21.00
$52,773.00
$28.00
$70,364.00
8410
QUARRY SPALLS
TN
72
$77.00
$5,544.00
$32.00
$2,304.00
$63.00
$4,536.00
$120.00
$8,640.00
$45.00
$3,240.00
8420
TRAFFIC SIGNAL SYSTEM - 19TH AVE SW AT SW CAMPUS DRIVE, COMPLET
LS
1
$20,850.00
$20,850.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$50,000.00
$50,000.00
$15,000.00
$15,000.00
8430
TRAFFIC SIGNAL SYSTEM - 21 ST AVENUE SW AT SW 336TH ST, COMPLETE
LS
1
$205,000.00
$205,000.00
$245,000.00
$245,000.00
$214,000.00
$214,000.00
$312,000.00
$312,000.00
$296,270.00
$296,270.00
8440
TRAFFIC SIGNAL SYSTEM - 21 ST AVE SW AT SW 334TH ST AND MID -BLOCK I
LS
1
$10,450.00
$10,450.00
$12,500.00
$12,500.00
$15,000.00
$15,000.00
$49,000.00
$49,000.00
$7,500.00
$7,500.00
8450
TRAFFIC SIGNAL SYSTEM - 24TH PLACE SW AT SW 336TH ST, COMPLETE
LS
1
$150,000.00
$150,000.00
$178,500.00
$178,500.00
$175,000.00
$175,000.00
$270,000.00
$270,000.00
$208,660.00
$208,660.00
8460
DIRECTIONAL BORING
LF
500
$44.70
$22,350.00
$71.00
$35,500.00
$50.00
$25,000.00
$110.00
$55,000.00
$42.00
$21,000.00
8470
ILLUMINATION SYSTEM, COMPLETE
LS
1
$44,895.00
$44,895.00
$53,300.00
$53,300.00
$55,000.00
$55,000.00
$89,000.00
$89,000.00
$60,000.00
$60,000.00
8480
INTERCONNECT SYSTEM, COMPLETE
LS
1
$103,510.00
$103,510.00
$123,000.00
$123,000.00
$120,000.00
$120,000.00
$205,000.00
$205,000.00
$139,980.00
$139,980.00
8490
PERMANENT SIGNING
LS
1
$7,700.00
$7,700.00
$9,000.00
$9,000.00
$10,000.00
$10,000.00
$15,000.00
$15,000.00
$8,500.00
$8,500.00
8500
PROFILED PLASTIC WIDE LANE LINE
LF
2,711
$4.45
$12,063.95
$5.20
$14,097.20
$5.00
$13,555.00
$6.00
$16,266.00
$3.00
$8,133.00
8510
PAINT LINE
LF
56,946
$0.25
$14,236.50
$0.15
$8,541.90
$0.15
$8,541.90
$0.20
$11,389.20
$0.50
$28,473.00
8520
PLASTIC CROSSWALK LINE
SF
1,886
$3.25
$6,129.50
$4.60
$8,675.60
$5.00
$9,430.00
$5.00
$9,430.00
$7.00
$13,202.00
8530
PLASTIC STOP LINE
LF
372
$4.65
$1,729.80
$6.25
$2,325.00
$6.00
$2,232.00
$6.00
$2,232.00
$8.00
$2,976.00
8540
PLASTIC TRAFFIC ARROW
EA
60
$67.55
$4,053.00
$103.00
$6,180.00
$100.00
$6,000.00
$100.00
$6,000.00
$125.00
$7,500.00
8550
PLASTIC TRAFFIC LETTER
EA
7
$67.55
$472.85
$51.00
$357.00
$50.00
$350.00
$50.00
$350.00
$80.00
$560.00
8560
PLASTIC YIELD LINE SYMBOL
EA
14
$26.00
$364.00
$40.00
$560.00
$40.00
$560.00
$50.00
$700.00
$50.00
$700.00
8570
PROFILED PLASTIC LINE
LF
13,220
$1.60
$21,152.00
$4.00
$52,880.00
$3.50
$46,270.00
$4.00
$52,880.00
$1.50
$19,830.00
8580
PLASTIC ACCESS PARKING SPACE SYMBOL
EA
1
$98.75
$98.75
$450.00
$450.00
$400.00
$400.00
$500.00
$500.00
$250.00
$250.00
8590
PLASTIC DOTTED EXTENSION LINE
LF
616
$1.50
$924.00
$2.30
$1,416.80
$2.00
$1,232.00
$3.00
$1,848.00
$3.00
$1,848.00
8600
REMOVING TEMPORARY PAVEMENT MARKING
LF
56,700
$0.15
$8,505.00
$0.15
$8,505.00
$0.20
$11,340.00
$0.20
$11,340.00
$0.25
$14,175.00
8610
BACKFILL FOR ROCKWALL
TON
12
$15.45
$185.40
$50.50
$606.00
$40.00
$480.00
$50.00
$600.00
$45.00
$540.00
8620
ROCK FOR ROCK WALL
TON
30
$101.00
$3,030.00
$185.00
$5,550.00
$200.00
$6,000.00
$120.00
$3,600.00
$170.00
$5,100.00
8630
MODULAR BLOCK WALL
SF
960
$15.35
$14,736.00
$25.50
$24,480.00
$49.00
$47,040.00
$22.00
$21,120.00
$25.00
$24,000.00
8640
UTILITY POTHOLING
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
8650
RESOLUTION OF UTILITY CONFLICTS
FA
1
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
$25,000.00
8660
POROUS CONCRETE GRID PAVEMENT SYSTEM
SY
125
$105.00
$13,125.00
$150.00
$18,750.00
$75.00
$9,375.00
$110.00
$13,750.00
$18.00
$2,250.00
8670
PITRUN SAND
TN
65
$33.00
$2,145.00
$30.00
$1,950.001
$35.001
$2,275.00
$40.001
$2,600.00
$50.001$3,250.00
8680
EA
21
$165.00
$330.001
$1,000.00
$2,000.001
$600.001
$1,200.00
$180.001
$360.00
$500.001
$1,000.00
TOTAL SCHEDULE A
bid items include sales tax
$x3,771,551.90
$3,988,732.25
$3,994,761.70
$4,249,498.20
$3,224,997.25
49
Page 3 of 4
50
Page 4of4
21st Avenue SW at SW 336th Street
RFB No. 13-103
BID OPENING DATE MARCH 21, 2013
ITEM NO.
Vendor Name --->
Location ---------->
ITEM
SCHEDULE B - PUGET SOUND ENERGY
APPROX.UNIT
QUANTITY
Bid #6
Johansen Excavating
Bucklev, WA
UNIT PRICE TOTAL
Bid #7
Active Construction, Inc.
Pu allu , WA
UNIT PRICE TOTAL UNIT
Bid #8
Westwater Construction
Auburn, WAOI
PRICE TOTAL UNIT
Bid #9
Nova Contracting, Inc.
m ia, WA
PRICE TOTAL UNIT
Engineers Estimate
PRICE TOTAL
9000
RETRAINING PSE CONDUIT
FA
1
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
9010
REMOVAL OF STRUCTURES AND OBSTRUCTIONS - PSE DUCT AND VAULTS
LS
1
$2,000.00
$2,000.00
$4,500.00
$4,500.00
$8,000.00
$8,000.00
$2,500.00
$2,500.00
$5,000.00
$5,000.00
9020
INSTALL 2" DB120 Conduit
LF
40
$6.30
$252.00
$7.50
$300.00
$4.00
$160.00
$20.00
$800.00
$3.00
$120.00
9030
INSTALL 3" DB120 Conduit
LF
210
$5.25
$1,102.50
$6.00
$1,260.00
$3.00
$630.00
$25.00
$5,250.00
$4.50
$945.00
9040
INSTALL 4" DB120 Conduit
LF
1,630
$3.65
$5,949.50
$4.30
$7,009.00
$3.50
$5,705.00
$27.00
$44,010.00
$5.00
$8,150.00
9050
INSTALL 6" DB120 Conduit
LF
40
$10.45
$418.00
$12.40
$496.00
$8.00
$320.00
$40.00
$1,600.00
$5.50
$220.00
9060
INSTALL 5'x7'x6' Adjustable Anti -Skid Lid Vaults J01 & J05
EA
2
$1,500.00
$3,000.00
$1,750.00
$3,500.00
$5,000.00
$10,000.00
$3,000.00
$6,000.00
$2,000.00
$4,000.00
9070
INSTALL 5'x7'x6' Adjustable Std. Plate Lid Vaults J06 & J11
EA
2
$1,500.00
$3,000.00
$1,750.00
$3,500.00
$5,000.00
$10,000.00
$3,000.00
$6,000.00
$2,400.00
$4,800.00
9080
INSTALL 42"x48" Mini -pad Transformer Vault V03
EA
1
$475.00
$475.00
$550.00
$550.00
$2,500.00
$2,500.00
$1,000.00
$1,000.00
$1,500.00
$1,500.00
9090
INSTALL 4'-8"x4'8" 3 -Ph. Mini -pad Vault V01
EA
1
$1,050.00
$1,050.00
$1,250.00
$1,250.00
$2,500.00
$2,500.00
$3,000.00
$3,000.00
$1,000.00
$1,000.00
9100
1INSTALL 2'-8"x3'-8" Concrete Handhole 1-11A
EA
1 1
1 $265.001
$265.00
$300.001
$300.00
$1,900.001
$1,900.00
$1,000.00
$1,000.00
$600.00
$600.00
9110
INSTALL 2'-6"x2'-6" Concrete Handhole (H3A) I
EA
1 1
$185.001
$185.00
$225.001
$225.0ul
$1,900.001
$1,900.00
$1,000.0011,000.00
$600.001
$600.00
TOTAL SCHEDULE B
bid items include sales tax
$22,697.00
$27,890.00
$48,615.00
$77,160.00
$31,935.00
SCHEDULE C - CENTURYLINK
9120
REMOVAL OF STRUCTURES AND OBSTRUCTIONS - CENTURYLINK DUCT ANI
LS
1
$2,000.00
$2,000.00
$6,500.00
$6,500.00
$2,000.00
$2,000.00
$1,200.00
$1;200.00
$4,000.00
$4,000.00
9130
INSTALL 4" SCHEDULE 40 PVC CONDUIT
LF
1,870
$3.35
$6,264.50
$4.00
$7,480.00
$4.00
$7,480.00
$12.00
$22,440.00
$5.00
$9,350.00
9140
INSTALL HANDHOLE 264 -TA
EA
1
$1,255.00
$1,255.00 $1,500.00
$1,500.00
$2,000.00
$2,000.00
$2,500.00
$2,500.00
$600.00
$600.00
9150
INSTALL HANDHOLE 25 -TA
EA
1
$1,200.00
$1,200.00 $1,500.00
$1,500.00
$1,800.00
$1,800.00
$1,200.00
$1,200.00
$600.00
$600.00
9160
INSTALL VAULT 4484 -TA
EA
1
$1,450.00
$1,450.00 $1,700.00
$1,700.00
$4,000.00
$4,000.00
$3,500.00
$3,500.00
$2,000.00
$2,000.00
9170
INSTALL 8" CLOSURE I
EA
1 1
$185.001
$185.00 $225.001
$225.00
$1,200.00
$1,200.00
$800.00
$800.00
$400.00
$400.00
9180
INSTALL 12" CLOSURE
EA
1
$235.00
$235.00 $275.00
$275.00
$1,200.00
$1,200.00
$1,000.001
$1,000.00
$400.001
$400.00
TOTAL SCHEDULE C
bid items include sales tax
$12,589.50
$19,180.00
$19,680.00
$32,640.00
$17,350.00
SCHEDULE D - COMCAST
9190
REMOVAL OF STRUCTURES AND OBSTRUCTIONS - COMCAST DUCT AND VA
LS
1
$2,000.00
$2,000.00 $4,500.00
$4,500.00
$5,000.00
$5,000.00
$1,500.00
$1,500.00
$4,000.00
$4,000.00
9200
INSTALL 2" SCHEDULE 40 PVC CONDUIT
LF
1,062
$2.25
$2,389.50 $3.00
$3,186.00
$3.00
$3,186.00
$5.00
$5,310.00
$3.00
$3,186.00
9210
INSTALL 4" SCHEDULE 40 PVC CONDUIT
LF
531
$3.50
$1,858.50 $4.25
$2,256.75
$4.00
$2,124.00
$10.00
$5,310.00
$5.00
$2,655.00
9220
INSTALL VAULT SGLB 3048
EA
1
$400.00
$400.00 $465.00
$465.00
$2,000.00
$2,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
9230
INSTALL VAULT SGLB 2436
EA
1
$210.00
$210.001 $250.00
$250.00
$1,800.00
$1,800.00
$500.00
$500.00
$1,000.00
$1,000.00
TOTAL SCHEDULED
bid items include sales tax
$6,858.00
$10,657.75
$14,110.00
$13,620.00
$11,841.00
1023.2
Contractor Total
$3,813,696.40
$4,046,460.00
$4,077,166.70
$4,371,918.20
Addendum acknowledgement
Bid Signature
Bid Bond
Combined Affidavit
Contractors Compliance
50
Page 4of4
COUNCIL MEETING DATE: April 16, 2013 ITEM #:
CITY OF FEDERAL WAY
CITY COUNCIL
AGENDA BILL
SUBJECT: Selection Process — 2013 Amendments to the Federal Way Comprehensive Plan (FWCP)
POLICY QUESTION: Which of the citizen -initiated site-specific requests for comprehensive plan amendments should
move forward for further review?
COMMITTEE: Land Use/Transportation Committee (LUTC) MEETING DATE: April 1, 2013
CATEGORY:
❑ Consent ❑ Ordinance ® Public Hearing
❑ City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Principal Planner Margaret Clark DEPT: Community & Economic Development
Attachments: March 26, 2013, Staff Report to the LUTC with Exhibits A —H
Background: The Federal Way Revised Code (FWRC) requires the city to accept applications for amendments to the
Federal Way Comprehensive Plan (FWCP) on an annual basis. The city received the following three citizen -initiated
requests for site-specific comprehensive plan amendments in September 2013: 1) Request from Chad Weiser on behalf of
the Federal Way Public Schools for a comprehensive plan amendment and rezone of parcel 082104-9001 (38.32 acres),
Federal Way High School, located at 31031 Pacific Highway South from Single Family High -Density Residential and RS
7.2 (One unit per 7,200 square feet) to Community Business (BC); 2) Request from Joshua Alhadeff for a comprehensive
plan amendment and rezone of parcel 082104-9139 (0.93 acres) located at 30819 14th Avenue South from Professional
Office (PO) to Multiple Family Residential and RM 1800 (One unit per 1,800 square feet); and 3) Request from Dr. Greg
and Leanne Summers for a comprehensive plan amendment and rezone of parcels 442060-0025 and 4420600-0030, totaling
1.05, acres from Corporate Park (CP -1) to Single Family High Density Residential and RS 9.6 (One unit per 9,600 square
feet). Pursuant to FWRC 19.80.080, after the deadline for accepting applications and following an LUTC recommendation,
the City Council shall hold a public hearing and select those docketed amendment requests it wishes to move to the Planning
Commission for further consideration.
Options Considered: 1) Concur with the moor's recommendation; 2) Do not concur with the MayRr's recommendation.
MAYOR'S RECOMMENDATION: That the citizen -initiated site-specific requests move forward for consideration
MAYOR APPROVAL:
Council
DIRECTOR APPROVAL:
Council
COMMITTEE RECOMMENDATION: I move to forward the Mayor's recommendation to the April 16, 2013, City Council
meeting for a public hearing.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move approval of the Mayor's recommendation."
BELOW TO BE COMPLETED BY CITY CLERKS OFF/CE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED IsT reading
❑ TABLED/DEFERREDINO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED - 08/12/2010
51
KXomprehensive Plan\2013 Comprehensive Plan\Selection Process\LUTC\Agenda Bill.doc
RESOLUTION #
4ik
CITY OF 40:t��
Federal Way
DATE: March 26, 2013
To: Bob Celski, Chair
Land Use/Transpo 'on Committee (LUTC)
FROM: Patrick Dohert or of Community and Economic Development
Margaret H. lark, Principal Planner VA*,c,
SUBJECT: Selection Process — 2013 Comprehensive Plan Amendments
MEETING DATE: April 1, 2013
I. POLICY QUESTION
Which of the three citizen -initiated site-specific requests for comprehensive plan amendments
should move forward for further review?
H. BACKGROUND
The Federal Way Revised Code (FWRC) requires the city to accept applications for amendments
to the Federal Way Comprehensive Plan (FWCP) text and map on an annual basis. The city
received three requests in September 2012.
Pursuant to FWRC 19.80.080, after the September 30`x' deadline for accepting applications and
following an LUTC recommendation, the City Council shall hold a public hearing and select
those docketed amendment requests it wishes to move to the Planning Commission for further
consideration.
M. COMPREHENSIVE PLAN AMENDMENTS
Changes and updates to the comprehensive plan are divided into text changes to chapters of the
comprehensive plan and requests for changes to comprehensive plan designations and zoning for
specific parcels, which would result in changes to the Comprehensive Plan Map and Official
Zoning Map. The city received three citizen -initiated comprehensive plan amendments in
September 2012 (2013 Comprehensive Plan Update).
IV. REASON FOR COUNCIL ACTION
Pursuant to FWRC 19.08.050, Process VI, "Council Rezones," the City Council is required to
review all requests concurrently during a public hearing at which time the council selects those
amendment requests it wishes staff to research further.
Land Use/Transportation Committee (LUTC) Meeting Date: April 1, 2013
Selection Process — Comprehensive Plan Amendments Page 1 of 8
52
V. PROCEDURAL SUMMARY FOR COMPREHENSIVE PLAN AMENDMENT SELECTION PROCESS
April 1, 2013 LUTC Meeting — A summary of all requests will be presented to the LUTC
for a recommendation on which requests should be considered further.
April 16, 2013 City Council Public Hearing — The City Council shall determine which
requests should move forward for further review.
VI. BACKGROUND AND STAFF ANALYSIS — SITE-SPECIFIC REQUESTS (Exhibit A — Composite Map)
A. Site -Specific Request #1— Federal Way High School
1. Summary
File Number:
Parcel No.:
Address:
Location:
Size:
Existing Land Use:
Applicant/Owner:
Existing
Comprehensive Plan:
Existing Zoning:
Requested
Comprehensive Plan:
Requested Zoning:
2. Reason for the Request
12 -104790 -UP
082104-9001
31031 Pacific Highway South
West of Pacific Highway South between South 304'' Street and
South 308`" Street (Exhibit B)
38.32 acres
Federal Way High School
Federal Way Public Schools (FWPS)
Single Family —High Density Residential
Single -Family Residential (RS) 7.2 (one unit per 7,200 square feet)
Community Business
Community Business (BC)
The FWPS is requesting the comprehensive plan designation and rezone in preparation to
rebuild Federal Way High School. The existing school, built in 1953, is outdated and
needs to be rebuilt to better accommodate the needs of the students. Both the existing RS
7.2 zone and the requested BC zoning allow schools; however, the BC zone allows more
flexibility in terms of development standards.
3. Surrounding Zoning & Land Use (Exhibit C — Aerial Map)
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
53
Meering Date: April 1, 2013
Page 2 of 8
Zoning
Land Use
Professional Office (PO)
Multifamily (RM 2400, one unit
Church, Dental Office, Multi -
North
per 2,400 square feet)
family and Single Family
Residential
Multifamily (RM 3600, one unit
per 3,600 square feet)
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
53
Meering Date: April 1, 2013
Page 2 of 8
B. Site -Specific Request #2 — Alhadeff
1. Summary
File Number:
Parcel No.:
Address:
Location:
Size:
Existing Land Use:
Applicant/Owner:
Existing
Comprehensive Plan:
Existing Zoning:
Requested
Comprehensive Plan:
Requested Zoning:
2. Reason for the Request
12 -104793 -UP
082104-9139
3081914`' Avenue South
West of 14th Avenue South and south of South 308" Street
(Exhibit D)
0.93 acres
Church
Joshua Alhadeff
Professional Office
Professional Office (PO)
Multiple Family Residential
Multifamily Residential (RM) 1800 (one unit per 1,800 square feet)
The applicant would like the option to build multi -family units on the property.
3. Surrounding Zoning & Land Use (Exhibit E — Aerial Map)
Zoning
Land Use
Community Business (BC)
North
Retail, Multifamily, Single
Multifamily (RM 1800, one unit
South
per 1800 square feet)
Family Residential, and
South
Church
Professional Office (PO)
East
Multifamily (RM 1800, one
East
Community Business (BC)
Retail, Office, Multifamily,and
West
Vehicle Service Facility
Multifamily
Single Family High Density
unit per 1800 square feet)
West
Residential [RS 7.2 (one unit per
Single Family Residential
7,200 square feet)]
B. Site -Specific Request #2 — Alhadeff
1. Summary
File Number:
Parcel No.:
Address:
Location:
Size:
Existing Land Use:
Applicant/Owner:
Existing
Comprehensive Plan:
Existing Zoning:
Requested
Comprehensive Plan:
Requested Zoning:
2. Reason for the Request
12 -104793 -UP
082104-9139
3081914`' Avenue South
West of 14th Avenue South and south of South 308" Street
(Exhibit D)
0.93 acres
Church
Joshua Alhadeff
Professional Office
Professional Office (PO)
Multiple Family Residential
Multifamily Residential (RM) 1800 (one unit per 1,800 square feet)
The applicant would like the option to build multi -family units on the property.
3. Surrounding Zoning & Land Use (Exhibit E — Aerial Map)
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
54
Meeting Date: April 1, 2013
Page 3 of 8
Zoning
Land Use
Single Family —High Density
North
Residential (RS 7.2 [one unit
Federal Way High School
per 7,200 square feet])
South
Professional Office (PO)
Dental Office
East
Multifamily (RM 1800, one
Parking Lot, Multifamily
unit per 1800 square feet)
West
Multifamily (RM 1800, one
Multifamily
unit per 1800 square feet)
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
54
Meeting Date: April 1, 2013
Page 3 of 8
C. Site -Specific Request #3 — Summers
1. Summary
File Number:
Parcel No's.:
Address:
Location:
Size:
Existing Land Use:
Applicant:
Agent:
Owners:
Existing
Comprehensive Plan:
Existing Zoning:
Requested
Comprehensive Plan:
Requested Zoning:
2. Reason for the Request
12 -104794 -UP
442060-0025 & 4420600-0030
No site address
South of North Lake, between 30th Avenue South, South 337th
Street and 33d Place South (Exhibit F)
1.05 acres
Vacant
Dr. Greg and Leanne Summers
Craig Coates
Dr. Greg and Leanne Summers
Corporate Park
Corporate Park (CP -1)
Single Family High Density Residential
Single -Family Residential (RS) 9.6 (one unit per 9,600 square feet)
At the time that the city incorporated in February 1990, these parcels were zoned RS
7200 pursuant to King County Zoning, Title 21. This was a single family dwelling
classification with a minimum required lot area of 7,200 square feet. These parcels were
part of a larger area annexed into the city in September 1994 with a zoning designation of
CP -1 pursuant to a Concomitant Pre -Annexation Zoning Agreement between
Weyerhaeuser, who owned the property at that time, and the City of Federal Way. The
CP -1 Zone was intended for property that could be used as corporate headquarters.
However, terms of the concomitant agreement also stated that the Community and
Economic Development Director could determine other compatible uses in addition to
those specifically permitted in that zone. The director did make a finding that single
family residential is a permitted use in the CP -1 zone in March 26, 2012, correspondence
(Exhibit G) .The Summers have since purchased these two parcels for residential
purposes and would like the property to be rezoned to RS 9.6, which is consistent with
the existing adjacent zoning to the east.
3. Surrounding Zoning & Land Use (Exhibit H— Aerial Map)
Land Use(Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
55
Meeting Date: April 1, 2013
Page 4 of 8
Zoning
Land Use
North
Unzoned
North Lake
South
Corporate Park 1 (CP -1)
South 337th Street Right -of -Way
Office Park 1 (OP -1)
Single Family —High Density
East
Residential (RS 9.6 [one unit
Single Family Residential
per 9,600 square feet])
West
Corporate Park 1 (CP -1)
Vacant
Land Use(Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
55
Meeting Date: April 1, 2013
Page 4 of 8
VII. SELECTION CRITERIA
FWRC 19.80.080 contains criteria for selecting amendments for further consideration.
A. Criterion #1— Whether the same area or issue was studied during the last amendment process
and conditions in the immediate vicinity have significantly changed so as to make the
requested change within the public interest.
Response to Criterion #1—
Request
Response
Site Specific Request #1—
Changing the designation of this parcel to Community Business
Federal Way High School
None of these requests were studied during the last amendment
Site Specific Request # 2 —
Alhadeff
process, or during any previous amendment cycle.
Site Specific Request # 3 —
Summers
corridor, including the segment between South 272nd Street and South
B. Criterion #2 — The proposed amendment is consistent with the overall vision of the
comprehensive plan.
Response to Criterion #2 —
Request
Response
Site Specific Request #1—
Changing the designation of this parcel to Community Business
Federal Way High School
would be consistent with the overall vision of the comprehensive
plan, which states that the Community Business designation
encompasses two major retail/commercial areas along the SR -99
corridor, including the segment between South 272nd Street and South
312'h Street, and the segment between South 324` Street and
approximately South 339`h Street. This parcel lies between South
272nd Street and South 312`h Street.
Site Specific Request # 2 —
Changing the designation of this parcel to Multifamily would be
Alhadeff
consistent with the overall vision of the comprehensive plan, which
states that the multifamily residential land use designation represents
an opportunity to provide a range of housing types to accommodate
anticipated residential growth. The increase in population, decline in
average family size, and increased cost of single-family homes have
created heavy demand for new housing types.
Site Specific Request # 3 —
Changing the designation of this parcel to Single Family would be
Summers
consistent with the overall vision of the comprehensive plan, which
states that the demand for and development of single-family housing
is expected to continue for the foreseeable future. Single-family
development will occur as in -fill development of vacant lots scattered
throughout existing neighborhoods and as subdivisions on vacant
tracts of land.
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
56
Meeting Date: April 1, 2013
Page 5 of 8
C. Criterion #3 — Whether the proposed amendment meets the existing state and local laws,
including the GMA.
Response to Criterion #3 — None of the requested amendments would be in conflict with local
or state laws if subsequent development of the parcels are in compliance with local and state
regulations, including the FWRC and State Environmental Policy Act (SEPA).
D. Criterion #4 — In the case of text amendments, or other amendments to goals or policies,
whether the request benefits the city as a whole versus a selected group.
Response to Criterion #4 — Not applicable. The requests are site-specific requests and not
requests for text amendments.
If the request meets the criteria set forth in subsections above, it shall be further evaluated
according to the following criteria:
E. Criterion #1— Whether the proposed amendment can be incorporated into planned or active
projects.
Response to Criterion #1— If the City Council determines that these requests should be
analyzed further, they can be incorporated into the 2013 Planning Commission Work Program.
F. Criterion #2 — Amount of analysis necessary to reach a recommendation on the request. If a
large-scale study is required, a request may have to be delayed until the following year due to
workload, staffing levels, etc.
Response to Criterion #2 — None of the requests require a large-scale study.
G. Criterion #3 — Volume of requests received. A large volume of requests may necessitate that
some requests be reviewed in a subsequent year.
Response to Criterion #3 — Only three requests were received for the 2013 Comprehensive
Plan Amendment Cycle.
H. Criterion #4 — Order of requests received.
Response to Criterion #4 — The requests were received in the following order:
1. Federal Way High School
2. Alhadeff
3. Summers
VIII. COUNCIL ACTION
Pursuant to FWRC 19.80.080(4), based on its review of requests according to the criteria in
Section VII of this staff report, the City Council shall determine which requests shall be further
considered for adoption and shall forward those requests to the Planning Commission for its
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
57
Meeting Date: April 1, 2013
Page 6 of 8
review and recommendation. The council's decision whether to consider a proposed amendment
shall not constitute a decision or recommendation that the proposed amendment should be
adopted, nor does it preclude later council action to add an amendment for consideration.
IX. MAYOR'S RECOMMENDATION
A. Site -Specific Request #1— — Request from Chad Weiser on behalf of the Federal Way Public
Schools for a comprehensive plan amendment and rezone of parcel 082104-9001 (38.32 acres),
Federal Way High School, located at 31031 Pacific Highway South from Single Family High -
Density Residential and RS 7.2 (one unit per 7,200 square feet) to Community Business (BC).
Mayor's Recommendation —The Mayor recommends that the request move forward for
further review.
B. Site -Specific Request #2 — Request from Joshua Alhadeff for a coTRrehensive plan amendment
and rezone of parcel 082104-9139 (0.93 acres) located at 30819 14 Avenue South from
Professional Office (PO) to Multiple Family Residential and RM 1800 (one unit per 1,800
square feet).
Mayor's Recommendation — The Mayor recommends that the request move forward for
further review only if the owner of the parcel to the south also requests the same change.
C. Site -Specific Request #3 — Request from Dr. Greg and Leanne Summers for a comprehensive
plan amendment and rezone of parcels 442060-0025 and 4420600-0030, totaling 1.05 acres
from Corporate Park (CP -1) to Single Family High Density Residential and RS 9.6 (one unit
per 9,600 square feet).
Mayor's Recommendation — The Mayor recommends that the request move forward for
further review.
X. LAND USE/TRANSPORTATION COMMITTEE RECOMMENDATION
The LUTC forwards the recommendation to the full Council as follows:
1. Federal Way Public Schools Request
a) That the request go forward for further consideration.
b) That the request not go forward for further consideration.
APPROVAL OF COMMITTEE REPORT:
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
58
Meeting Date: April 1, 2013
Page 7 of 8
2. Alhadeff Request
a) That the request go forward for further consideration.
b) That the request not go forward for further consideration.
APPROVAL OF COMMITTEE REPORT:
Bob Celski Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
3. Summers Request
a) That the request go forward for further consideration.
b) That the request not go forward for further consideration.
APPROVAL OF COMMITTEE REPORT:
Bob Celski Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
XI. LIST OF EXHIBITS
Exhibit A Composite Map
Exhibit B Vicinity Map of Site -Specific Request #1 — Federal Way School District
Exhibit C Aerial Map of Site -Specific Request #1 — Federal Way School District
Exhibit D Vicinity Map of Site -Specific Request #2 — Alhadeff
Exhibit E Aerial Map of Site -Specific Request #2 — Alhadeff
Exhibit F Vicinity Map of Site -Specific Request #3 — Summers
Exhibit G March 26, 2012, Correspondence from the Community and Economic
Development Director
Exhibit H Aerial Photo of Site -Specific Request #3 — Summers
K:\Comprehensive Plan\2013 Comprehensive Plan\Selection Process\LUTC\Staff Report to the LUTC.doc
Land Use/Transportation Committee (LUTC)
Selection Process — Comprehensive Plan Amendments
59
Meeting Date: April 1, 2013
Page 8 of 8
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`CITY OF
Federal Way
March 26, 2012
Greg and LeAnne Summers
3106 South 337h Street
Federal Way, WA 98001
Dear Mr. & Mrs. Summers:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
wwwcityoifederatwa y. com
This letter is a follow up to our meeting of January 12, 2012, regarding parcel numbers 4420600030 &
4420600025. These parcels are zoned Corporate Park i (CP -1). You have expressed an interest in
purchasing these parcels from the Weyerhaeuser Corporation with the intent of potentially using them for
residential purposes. You further indicated your interest in completing a Comprehensive Plan amendment
to change the Comprehensive Plan designation and zoning of the property to Single -Family High -Density
and RS9.6 respectively.
The city is supportive of your request. In that you would like to purchase the property soon and amending
the Comprehensive Plan and zoning map is a lengthy process, we discussed an alternative that would give
you confidence to move forward with the real estate transaction in the near future. That alternative is for
the city to find that single-family residential use is a permitted use in the CP -1 zoning district.
Pursuant to the Corporate Park Zone Concomitant Agreement, Exhibit C, Section VII(A)(14), I find that
single-family residential use is a permitted use in the CP -I zoning district. The use is compatible with
other uses permitted in the CP -I zone, especially given the location of the subject parcels abutting single-
family zoning and uses to the east, abutting a clubhouse building slightly to the west, and the lake to the
north.
Please do not hesitate to contact me if you have any questions. I can be reached at 253-835-2612 or
patrick.dohert�@citvoffederalwa .com.
Sincerely,
�atrick Doherty
Director, Communi and Economic Development
c: Isaac Conlen, Planning Manager
Margaret Clark, Principal Planner
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SUBJECT: 2013 Planning Commission Work Program
POLICY QUESTION: How should the 2013 Planning Commission Work Program be prioritized?
COMMITTEE: Land Use/Transportation Committee (LUTC) MEETING DATE: April 1, 2013
CATEGORY:
❑ Consent ❑ Ordinance ❑ Public Hearing
® City Council Business ❑ Resolution ❑ Other
STAFF REPORT BY: Margaret H. Clark, Principal Planner DEPT: Community & Economic Development
Attachments: Exhibit A — February 27, 2013, Staff Report to the Planning Commission; and Exhibit B —
Mayor's Recommendation
Background: During the first part of each calendar year, the Planning Commission's work program for that year
is approved by the City Council. The Planning Commission's work program consists of reviewing and making
recommendations to the LUTC and City Council on comprehensive plan amendments that are docketed and
selected for further review, and zoning code amendments that are prioritized for review by the LUTC and City
Council. Staff presented a potential work program (Exhibit A) to the Planning Commission on February 27, 2013.
Options Considered: 1) Concur with the Mayor's recommendation; 2) Do not concur the Mayor's
recommendation.
MAYOR'S RECOMMENDATION: Approval of the 2013 Planning Commission Work Program as outlined in
Exhibit B.
MAYOR APPROVAL: DIRECTOR APPROVAL:
Commi ej Council L.0,eornmittee Council
COMMITTEE RECOMMENDATION: I move to forward the Mayor's recommendation to the April 16, 2013, City
Council meeting for approval.
Bob Celski, Chair Jeanne Burbidge, Member Diana Noble-Gulliford, Member
PROPOSED COUNCIL MOTION: "I move approval of the Mayor's recommendation. "
(BELOW TO BE COMPLETED BY CITY CLERKS OFFICE)
COUNCIL ACTION:
❑ APPROVED COUNCIL BILL #
❑ DENIED IST reading
❑ TABLED/DEFERRED/NO ACTION Enactment reading
❑ MOVED TO SECOND READING (ordinances only) ORDINANCE #
REVISED— 08/12/2010 RESOLUTION 4
K:\2013 Planning Commission Work Program\LUTC\Agenda Bill.doc 68
EXHIBIT A
69
STAFF REPORT TO THE PLANNING COMMISSION
DATE: February 27, 2013
TO: Merle Pfeifer, Chair Planning Commission
FROM: Patrick Doherty, Director of Community and Economic Development
Margaret H. Clark, AICP, Principal Planner
SUBJECT: 2013 Planning Commission and Long Range Planning Work Program
MEETING DATE: March 6, 2013
A. BACKGROUND
At the beginning of each calendar year, the Planning Commission's Work Program for that year is
approved by the City Council. The purpose of this memorandum is to update the Planning
Commission as to the status of the 2012 Work Program and to inform the Planning Commission on
potential new work items for 2013. No action is being requested of the Commission.
This memorandum includes the following information:
• Section B — Completed items
• Section C — Status of items started in 2012 to be carried over into 2013
• Section D — 2013 Annual Comprehensive Plan Update
• Section E — 2013 Code Amendment Requests
• Section F — 2015 Major Comprehensive Plan Update
• Section G — Other Long Range Planning Responsibilities. This is a list of other long range
planning responsibilities that are not part of the Planning Commission Work Program but are
required to be done by long range planning staff.
• Section H — Potential Planning Commission Work Program/Staff Recommendation. This
includes work such as monitoring and reporting and the annual comprehensive plan
amendments which must be done. It also includes a prioritized list of potential code
amendments.
• Section I — Next Steps
70
B. COMPLETED ITEMS
• Amendments related to SEPA exemptions in critical areas (2012)
• Amendments related to High Profile Signs (2012)
• Amendments related to Wall Mounted Banners (2012)
• Amendments related to Temporary Uses (2012)
• Amendments related to Business Registration and Temporary Business (2012)
• Amendments related to Complete Streets (2012)
• Amendments related to Banner Signs in the Right -of -Way for City -Sponsored Civic and
Community Events (2012)
• Twin Lakes Sub -Area Plan (2012)
• Bicycle and Pedestrian Master Plan (2012)
• Amendments related to Review Processes for Minor Exterior Building Modifications, Improvements
to Developed Sites, and Change of Use; and Non -Conforming Development Standards
• Amendments related to Open Space Standards for Residential Development in the City Center
Core and City Center Frame (2012)
• Amendments related to Required Parking Spaces (2012)
• Adoption of the 2012 Comprehensive Plan Amendments (2013)
C. STATUS OF ITEMS TO BE CARRIED OVER INTO 2013
Description
Status
Adopt zoning regulations to implement urban agriculture goals
and policies
In process; Planning Commission held
a Study Session on January 16, 2013
Update critical areas regulations
In research stage
D. 2013 CODE AMENDMENTS REQUESTS
The Federal Way Revised Code (FWRC) requires the city to accept applications for code
amendments on an annual basis. The city did not receive any citizen -initiated code amendments for
the 2013 amendment cycle.
E. 2013 ANNUAL COMPREHENSIVE PLAN AMENDMENTS
The FWRC requires the city to accept applications for amendments to the comprehensive Van on an
annual basis. The city received the following three requests for the 2013 amendment cycle .
1. File No. 12 -104790 -UP — Request from Chad Weiser on behalf of the Federal Way Public
Schools for a comprehensive plan amendment and rezone of the eastern portion of parcel
082104-9001 (38.32 acres) located west of Pacific Highway South between South 304`h Street
and South 308d' Street from Single Family High -Density and RS 7.2 (Single Family, one unit
per 7,200 square feet) to Community Business (BC).
1 These requests will go through a selection process whereby the City Council will determine whether they should be considered
further.
Planning Commission Staff Report Meeting Date: March 6, 2013
2013 Planning Commission and Long Range Planning Work Program Page 2
71
2. Request from Joshua Alhadeff for a comprehensive plan amendment and rezone of parcel
082104-9139 (0.93 acres) located at 30819 14`h Avenue South from Professional Office (PO) to
Multi -Family and RM 1800 (Multi -Family, one unit per 1,800 square feet).
3. Request from Craig Coates for a comprehensive plan amendment and rezone of 9arcels
442060-0025 and 4420600-0030 (totaling 1.05 acres) located at 3106 South 337 Street from
Corporate Park (CP -1) to Single Family High Density and RS 9.6 (Single Family, one unit per
9,600 square feet).
F. 2015 MAJOR COMPREHENSIVE PLAN UPDATE
Pursuant to RCW 36.70A.130(5xa), "Comprehensive plans — Review procedures and schedules —
Amendments," the City of Federal Way, along with King County and its cities, must take action to
review and if needed, revise their comprehensive plans and development regulations to ensure the
plan and regulations comply with the Growth Management Act (GMA) by June 30, 2015. Staff will
be initiating work on the major comprehensive update during this calendar year, continuing into 2014
and 2015.
G. OTHER LONG RANGE PLANNING RESPONSIBILITIES
The following describes reporting or monitoring work required by the state, county, or other agencies to
be accomplished this year. This is part of the Long Range Division Work Program, but not part of the
Planning Commission Work Program:
• Review proposed amendments to the King County Countywide Planning Policies and provide
information to the city council for ratification.
• Work on a city interdepartmental team to prepare a capacity analysis for residential units and
employment and coordinate population projections and land use allocations for the city and its
related Transportation and Analysis Zones (TAZ's).
• Prepare a report on building permit and other housing -related data to the Washington Office of
Financial Management, which is used to determine the population of the city as of April 1, 2013.
• Prepare a report for the Puget Sound Regional Council on the number of residential building
permits broken out by type for 2012.
• Prepare a capacity analysis for Buildable Lands to determine if the city has enough capacity to
accommodate its adopted housing and employment targets.
• Respond to surveys from University of Washington, PSRC, and other institutions.
Planning Commission Staff Report Meeting Date: March 6, 2013
2013 Planning Commission and Long Range Planning Work Program Page 3
72
H. POTENTIAL 2013 PLANNING COMMISSION WORK PROGRAM/STAFF RECOMMENDATION
The long range planning staff is comprised of 1.5 Full Time Equivalents (FTE) and the current
planning staff is comprised of 2.5 FTE's for a total of 4.0 FTE's. In the past, current planning staff
has assisted the long range division based on the current planning staff's capacity and depending on
the level of development activity. Applications for development activity have been increasing, so it is
unlikely that current planning staff will have the capacity for much assistance with long range
planning this year.
Based on past experience, the majority of the long range planning staffs time is expected to be spent
on the annual comprehensive plan update process and reporting and monitoring work. Staff
recommends the following Planning Commission Work Program. However, it is probable, given staff
resources, that many of these items may have to be carried over to the 2014 Work Program.
The potential work program is organized as follows:
REQUIRED ACTIONS
• 2013 Comprehensive Plan Update
• Monitoring and Reporting — Includes Report to the Office of Financial Management; Buildable
Lands Report; and Report to the Puget Sound Regional Council (PSRC)
• Critical Areas Regulations Update
• 2015 Major Comprehensive Plan Update 2
DISCRETIONARYACTIOW
• Adopt zoning regulations to implement urban agriculture goals and policies.
• Amend regulations to provide a more streamlined process for binding site plans.
• Amend regulations to increase exempt levels for a threshold determination under the State
Environmental Policy Act (SEPA). (State law has recently changed to increase categorical
exemptions for certain minor construction projects.)
• Amend process for updating the comprehensive plan.
• Amend the non -conforming provisions.
• Amend regulations to broaden uses and standardize bulk and dimensional requirements by
zone and to provide more appropriate setbacks and landscape buffers for commercial uses.
• Adopt zoning regulations for the Twin Lakes Commercial Sub -Area.
2 This is part of the 2015 Major Update of Development Regulations, which is expected to continue into subsequent years.
3 Some of these were on the 2012 Work Program, but were never started due to staff resources .
Planning Commission Staff Report Meeting Date: March 6, 2013
2013 Planning Commission and Long Range Planning Work Program Page 4
73
• Amend regulations to increase the maximum allowable building height in the City -Center Core
(CC -C) zoning district.
• Amend regulations to make review of variances an administrative process.
• Amend regulations for mobile home parks.
• Adopt a specific zoning district for mobilelmanufactured home parks.
• Amend regulations to allow oversize vehicles in approved enclosures in residential zones.
• Amend regulations to allow senior housing/assisted living in the Professional Office (PO)
Zone.a
• Adopt an ordinance addressing historic preservation.
• Amend the code to address housekeeping items.
I. NEXT STEPS
Staff will forward a prioritized list to the Land Use/Transportation Committee (LUTC), which will
make a recommendation on the work program to the City Council for its consideration at a public
hearing.
K:\2013 Planning Commission Work Program\Planning Commission\Staff Report.doc
° This is already part of the on-going work program and will be started once the applicant is ready to move forward.
Planning Commission Staff Report Meeting Date: March 6, 2013
2013 Planning Commission and Long Range Planning Work Program Page 5
74
EXHIBIT B
2013 Planning Commission Work Program
1. Mandatory — Anticipated to be completed in 2013
Complete the annual comprehensive plan update.
2. Not Mandatory — Organized by High, Medium, and Low Priority
High Priority
• Adopt zoning regulations to implement urban agriculture goals and policies.l
• Amend regulations to provide a more streamlined process for binding site plans.
• Amend regulations to increase exempt levels for a threshold determination under the State
Environmental Policy Act (SEPA)?
• Amend process for updating the comprehensive plan.
• Amend the non -conforming provisions.
Medium Priority
• Amend regulations to broaden uses and standardize bulk and dimensional requirements by zone,
and to provide more appropriate setbacks and landscape buffers for commercial uses.
• Amend regulations for mobile home parks.
• Adopt a specific zoning district for mobile/manufactured home parks.
• Adopt zoning regulations for the Twin Lakes Commercial Sub -Area.
• Amend regulations to increase the maximum allowable building height in the City -Center Core
(CC -C) zoning district.
• Amend regulations to make review of variances an administrative process.
Low Priority
• Amend regulations to allow oversize vehicles in approved enclosures in residential zones.
• Amend regulations to allow senior housing/assisted living in the Professional Office (PO) zone.3
• Adopt an ordinance addressing historic preservation.
• Amend the code to address housekeeping items.
'This is already in process.
2 State law has recently changed to increase categorical exemptions for certain minor construction projects.
3 This is already part of the on-going work program and will be started once the applicant is ready to move forward.
KA2013 Planning Commission Work ProgramTUMMUBIT B.doc&\2013 Pjk&iing Commission Work PrograniTUMEXH1131717 B.doc