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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 "EXH18,17 0 - cu m N E v `��° o NA+ a � O V ` Tubi L.. _ .0 .000cc o m �' o d cn C.E tt=o EM, LL Ea Q. aai �� m �m O O W �' 'a � M -a ca M m >, �— to (A = 4) N z O y a O V a " O LL. 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(n 'c r m >% 2 0 3 FL V ~ Nam m ; c L- d m C �' �i■+ Q V � o a c a� U) W.> O di N ■_ cn rn m �, c ,� " Q N E a v "a I.L c y o N L(D 76 °' v Wcm E 0 o Lo CL a c E m 0 Aft a .+0+ O O d 'f rn� m U O cm O CO �N � r I a 91 Y � A a. tat sft t M Al M, ' 4 pp.4 f ! A *• om, .r � t co cc ■ • � J �' ,� °�'�, . � oaf- ; .. "'!.�: � '� � E [ ,- • -- t °I � ,R�,�. - + *; `ass " -�: � • S' T or of r & U) • . • • Ali d, r; `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 66 i `dsuc CorreVondence Summers Zoniag Letter.dom � � coN m to � aw � � Jc 14 0 � U3 % I % . 6 � % 7 m2 k U � k00 2 � g � ' 0 2 � � 7 N 7 Ia ee- 2 ^ % I . 6 � m2 7®� % � #$ N 7 Ia ee- 2 ^ 9% «%$ sw &£ \/ # �% 0 o as % I 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