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PS 2019-11-04 COMPLETE AGENDA PACKET
City of Tukwila Public Safety Committee o Dennis Robertson, Chair 0 Kate Kruller o Zak Idan AGENDA MONDAY, NOVEMBER 4, 2019 — 5:30 PM HAZELNUT CONFERENCE Room (At east entrance of City Hall) Distribution: Mayor Ekberg D. Robertson D. Cline K. Kruller R. Bianchi Z. Idan C. O'Flaherty K. Hougardy A. Youn L. Humphrey Item Recommended Action Page 1. PRESENTATION(S) 2. BUSINESS AGENDA a. A resolution adopting a 2020 State Legislative Agenda. a. Forward to 11/25 C.O.W. Pg.1 David Foster, City lobbyist. and 12/2 Regular Mtg. Rachel Bianchi, Deputy City Administrator b. Fire Station 52 full MACC (Maximum Allowable b. Forward to 11/12 C.O.W. Pg.5 Construction Cost). and 11/18 Regular Mtg. Rachel Bianchi, Deputy City Administrator c. Amendment No. 1 to contract #19-027 with c. Forward to 11/18 Consent Pg.45 Mayes Testing Engineers for the Public Safety Plan. Agenda. Rachel Bianchi, Deputy City Administrator d. Amendment No. 6 to contract #17-167 with d. Forward to 11/18 Consent Pg.63 SoundEarth Strategies for the Public Safety Plan. Agenda. Rachel Bianchi, Deputy City Administrator 3. MISCELLANEOUS 4. ANNOUNCEMENTS Next Scheduled Meeting: Monday, November 18, 2019 S. The City of Tukwila strives to accommodate individuals with disabilities. Please contact the City Clerk's Office at 206-433-1800 (TukwilaCityClerk@TukwilaWA.gov) for assistance. City of Tukwila Allan Ekberg, Mayor TO: INFOR ATIONAL E ORANDU Public Safety Committee Finance Committee FROM: Rachel Bianchi, Deputy City Administrator CC: Mayor Ekberg DATE: October 1, 2019 SUBJECT: 2020 Legislative Agenda ISSUE The City of Tukwila develops an annual legislative agenda for use in Olympia during the legislative session. BACKGROUND The City's Legislative Agenda provides direction to staff and consensus among the elected officials as to what policy positions are taken on behalf of the City of Tukwila during the legislative session. RECOMMENDATION The Public Safety and Finance Commtitees are being asked to provide comment and feedback, which will be incorporated into the agenda for discussion at the November 25, 2019 Committee of the Whole meeting. The full Council is being asked to formally adopt the agenda at the December 2 Regular Meeting. The City's lobbyist, David Foster, will provide a legislative update at the December 2 meeting. ATTACHMENTS Resolution in draft form Attachment A — Legislative Agenda 1 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ADOPTING A LEGISLATIVE AGENDA FOR USE DURING THE 2020 WASHINGTON STATE LEGISLATIVE SESSION. WHEREAS, the City Council has agreed to pursue certain legislative issues for 2020; and WHEREAS, the City Council recognizes this agenda is not all encompassing, in that certain additional items may arise during the legislative session that require support or opposition; and WHEREAS, a legislative agenda outlines the priority issues that elected officials may discuss when speaking to members of the Washington State Legislature; and WHEREAS, the City Council agreed to these priorities at the City Council Meeting on December 2, 2019; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: The Tukwila City Council has identified priorities for the 2020 Washington State Legislative Session that provide a framework for advocacy on behalf of the community. The City of Tukwila 2020 Legislative Agenda is hereby incorporated by reference as Attachment A. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this day of , 2019. ATTEST/AUTHENTICATED: Christy O'Flaherty, MMC, City Clerk Kathy Hougardy, Council President APPROVED AS TO FORM BY: Rachel B. Turpin, City Attorney Attachment A: City of Tukwila 2020 Legislative Agenda Filed with the City Clerk: Passed by the City Council: Resolution Number: W:\Word Processing \Resolutions \Legislative Agenda for 2019 10-24-19 RB:bjs Page 1 of 3 ATTACHMENT A City of Tukwila 2020 Legislative Agenda Transportation & Infrastructure • Provide funding for critical local infrastructure, including the Allentown Bridge, which is Structurally Deficient and Functionally Obsolete. • Create stable, reliable infrastructure assistance funding for cities to assist in repairing roads, bridges and other public infrastructure that support economic development. Housing & Human Services • Create new and expand existing local options to generate revenue for housing and human services and for capital construction of affordable housing. We strongly encourage the state to adequately fund human services programs for the health of the safety net. Shared Revenue • The State must continue its role as a partner with cities, including reinstating funding for the Public Works Assistance Account and Community Economic Revitalization Board. • Ensure funding for Streamlined Sales Tax Mitigation payments brought back in the 2019 session remains funded and identify a longer -term funding strategy beyond the 2020/2021 biennium. • In addition, the state must retain the local share of liquor taxes to allow jurisdictions to address impacts, such as public safety, of privatized liquor in our cities. Revenue Reform • Allow cities the authority and flexibility to address the fact that growth in the cost of services continue to outstrip revenues. • The state should amend the law that limits annual property tax growth to 1 percent and work with cities to authorize additional funding flexibility and opportunities at the local level. Education • Implement needs based funding for allocation of social emotional student support resources and expand funding for learning opportunities for summer school students. • Increase funding for homeless students and secondary ELL students. • Incorporate early learning for low income students as a part of Basic Education. Preserve Lodging Tax Flexibility • Ensure the definition of "tourist" in Washington State remains flexible to allow jurisdictions and Lodging Tax Advisory Committees to distribute lodging tax dollars in a manner that best serves each individual community. 4 Allan Ekberg, Mayor Administrative Services Department- Rachel Bianchi, Deputy CityAdministrator INFORMATIONAL E ORANDU TO: Public Safety Committee CC: Mayor Allan Ekberg FROM: Rachel Bianchi, Deputy City Administrator DATE: October 28, 2019 SUBJECT: Fire Station 52 Mini-MACC2 ISSUE The Council is being asked to consider allowing the Mayor to execute an amendment to the contract with Lydig Construction to increase it by $9,227,381. BACKGROUND The new Fire Station 52 is to be located on the City Hall Campus just north of the 6300 Building in the upper parking lot. With Fire Station 51 moving further south, the FACETS study determined that it would be important for Fire Station 52 to move further south to maximize coverage and response times throughout the City. Fire Station 52 will become the new headquarters station and thus is a larger, more complex building than Fire Station 51. Early on, the City chose to use the General Contractor/Construction Management (GCCM), which allows the contractor to join the project early in the design process and inform the City and architects of cost impacts associated with design. City staff have found this to be a very productive delivery model, which has resulted in multiple steps of estimating and checking the budget in real time as decisions are made. The Council previously authorized mini-MACC1 for Fire Station 52, which covers two bid packages: one for earthwork and utilities; the other for structures, which includes retaining walls, steel, and the elevator. Mini-MACC1 also included allowances for long -lead items, including early submittals and early mechanical work that will ensure that these items are addressed in time for mini-MACC2. Fire Station 52 is currently under construction and on schedule. The remaining services have been bid, and the project is under the newly revised budget by approximately $637,000. Service Total Pre -Construction $ 125,000 Mini-MACC1: Earthwork and utilities; structures (retaining walls, steel, elevator) $6,801,879 Mini-MACC2: Concrete, glazing, metal framing, insulation, acoustical ceiling, miscellaneous, flooring, fencing, landscape, electrical, painting, $8,591,342 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 5 aluminum paneling and cement fiber board, roofing and flashing, mechanical. Construction cost: $15,518,221 Washington State Sales Tax: $1,551,822 Total without contingency: $17,070,043 Construction contingency: $ 1,503,879 Total with contingency: $18,573,922 The project team has carried the buildout of the Administration space as the only alternate on the project. The total cost of the buildout, including construction, tax, contingency and FF&E (furniture fixtures and equipment) is $845,747. Between the savings achieved in the newly revised budget (just over $637,000), and achievable budget reductions in professional services on the Justice Center and Fire Station 51 the buildout of the Administration space is attainable in the current mini-MACC2. The project team proposes transferring $104,057 each from the Fire Station 51 and Justice Center budgets to fully fund the Administration space buildout. As such, the final budget would be: Service Total Base Fire Station $18,573,922 Alternate #1 — Administration space buildout $ 845,747 Total Fire Station 52: $19,419,669 RECOMMENDATION The project team recommends moving forward with mini-MACC2 and Alternate #1 to complete Fire Station 52. The Council is being asked to provide the Mayor the authority for the following: •To sign a contract amendment with Lydig Construction for $16,154,260 for the full construction of Fire Station 52, including the buildout of the Administration space. •To spend $1,615,426 in sales tax associated with the full project. •To spend, if needed, the project's contingency for change orders, up to $1,567,483 *Transfer $104,057 each from the Fire Station 51 and Justice Center budgets to fully cover the cost of the Administration space buildout. Steve Goidblatt, the Council's Project Management Quality Assurance consultant, has reviewed the project status and agrees with this recommendation. ATTACHMENTS Fire Station 52 mini-MACC2 presentation Amended contract with Lydig Construction 6 Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov v ottom Line • Fire Station 52 is below the amended budget by approximately $637,000 • Fire Station 52 alternate for the Administrative space buildout came in at $845,747, including FF&E (furniture, fixtures and equipment), sales tax and 10% contingency • The Public Safety Plan existing budget can cover the delta between the savings in the base bid and the cost of the alternate so that the Administrative space can be built out during construction of the station. Fire Station 52 • Council previously authorized $6,801,879 for mini-MACC1 to capitalize on the summer months. • Mini-MACC1 covered earthwork and utilities, as well as structures. • The project is on schedule at this time. • Mini-MACC2 is for all remaining bid packages. Fire Station 52 Construction Costs Preconstruction Mini-MACC1 ini-MACC2 Earthwork and utilities; structures (retaining walls, steel, elevator Concrete, glazing, metal framing, insulation, acoustical ceiling, miscellaneous, flooring, fencing, landscape, electrical, painting, aluminum paneling and cement fiber board, roofing and flashing, mechanical. $ 125,000 $6,801,879 $8,591,342 Total Construction Cost Sales Tax Total without contingency Contingency Total with contingency $15,518,221 1 822 9 $18,573,922 Fire Station 52 Construction : ud e A/E Services Permits/Fees Construction (Pre -Con, Construction Related Costs (incl. bond & FF&E) Contingency $1,770,172 $1,756,152 Fire Station 52 Alternate — Admin Buildout Construction cost Additional furniture fixtures and equipment {FF&E) with 10% contingency $636,039 $82,500 Total $845,747 Fire Station 52 Alternate Suggested Funding Savings from FS 52 Mini-MACC2 Fire Station 51 budget reduction in remaining A/E, permit fees, printing, reimbursables and project management Justice Center budget reduction in remaining A/E, permit fees and professional services $637,633 $104,057 Fire Station 52 Council Consideration: •The Council is being asked to provide the mayor the authority to: • To sign a contract with Lydig Construction for $16,154,260 for the remaining construction of Fire Station 52, including the Admin buildout • To spend $1,615,426 in sales tax associated with the contract discussed above • To spend, if needed, the full project's contingency for change orders, budgeted at up to $1,567,483 • Transfer $104,057 each from the Fire Station 51 and Justice Center budgets to fully cover the cost of the Admin space buildout Fire Station 52 0) Init. !AIA Document A133TM — 2009 Exhibit A Guaranteed Maximum Price Amendment AMENDMENT NO. 5 for the following PROJECT: (Name and address or location) Tukwila Fire Stations 51 and 52 Tukwila WA Note: THIS AMENDMENT IS FOR THE BALANCE OF FIRE STATION 52 ONLY, EXCEPT AS SPECIFICALLY NOTED IN ARTICLE A.4 BELOW. PREVIOUS AMENDMENTS ADDRESSED INITIAL FIRE STATION 52 SCOPES AND FIRE STATION 51 SCOPE. WORK RELATED TO FIRE STATION 54, EXCEPT FOR THE DEMOLITION OF THE EXISTING STRUCTURE, WAS DELETED IN THE FIRST AND SECOND AMENDMENTS BETWEEN THE PARTIES. THE OWNER: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 THE CONSTRUCTION MANAGER: (Name, legal status and address) Lydig Construction 3180 139th Ave SE Suite 110 Bellevue WA 98005 ARTICLE A.1 § A.1.1 Total Contract Cost Pursuant to Section 2.2 of the Agreement, the Owner and Construction Manager hereby amend the Agreement to establish a Maximum Allowable Construction Cost (MACC) and Total Contract Cost (TCC) for the balance of Fire Station 52. Without limiting the foregoing, this Amendment includes bid packages for site concrete; masonry; glazing, gypsum wall board, metal framing, insulation, and acoustical ceilings; miscellaneous package, floor finishes and tiling; fencing and gates; landscaping and irrigation; electrical; painting and coatings; exterior enclosure; roofing and roof flashing for Fire Station 52. As agreed by the Owner and Construction Manager, the Total Contract Cost is an amount that the Contract Sum shall not exceed. The Total Contract Cost consists of the MACC (including the Construction Cost, Negotiated Support Services, Subcontractor Bonds, and MACC Contingency); the Fixed Fee; the Fixed Amount for Specified General Conditions work; and applicable Washington State sales tax (although the TCC for this Fifth Amendment does not include WSST). ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 TM-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:28 ET on 10/29/2019 under Order No.6466885847 which expires on 08/29/2020, and is not for resale. User Notes: (911554625) 17 QA.1i1The Total Contract Cost for the Fire Station 52scope described above is guaranteed bythe Construction Manager not to exceed Nine Million Two Hundred Twenty -Seven Thousand Three Hundred Eighty -One Dollars ($9,227,381) ),subject to additions and deductions by Change Order as provided in the Contract Documents. Thus, the full Total Contract Cost for Fire Station 52 is guaranteed by the Construction Manager not to exceed Sixteen Million Twenty -Nine Thousand Two Hundred Sixty Dollars ($\6,029.260)).and the full Total Contract Cost for fort hoAgreement isguaranteed bythe Construction Manager not to exceed Twenty -Five Million Nine Hundred Bighty'Ggh\lhoosondFivcHuud,rdSovcnty'FourDoUurs($25,088,574)),hodhs"bjcc\moddbimuyouddodoctioua 6yChange Order asprovided iothe Contract Documents. Notwithstanding the references N"Construction Total" and "Total Contract Cost," the parties understand this amount is only for the uonpc described iuthis Amendment uudonr for the full and final scope nf Fire Station 52. § A.1.1.2 Itemized Statement of the Total Contract Cost. Provided below is an itemized statement of the Total Contract Cost organized by its component parts: TOTALS FOR THIS AMENDMENT #5ONLY Specified General Conditions $417'539 Maximum Allowable Construction Contract (K8ACC) Construction Total 88.018.602 Negotiated Support Services (NSS) $180.064 Subcontractor Bonds Included MACCContingency @3.096 $240.561 GC/CM Fixed Fee @4.6%(Fee ionot allowed onthe Specified General Conditions, orPreonnatructionAllowance) $381.625 TOTAL AMENDMENT #5CONTRACT COST (Excluding WSST) $9'227.381 TOTALS FOR FIRE STATION 52 Specified General Conditions $752.784 Maximum Allowable Construction Cmntnoot(K8ACC) Construction Total $13.804.692 Negotiated Support Services (NSS) $309.804 Subcontractor Bonds Included MACCContingency @3.O96 $414.141 GC/CM Fixed Fee @4.5Y6(Fee isnot allowed onthe Specified General Conditions, orPnaconntnuotionAllowance) $657.830 TOTAL FIRE STATION 52 CONTRACT COST (Excluding VVSST) $16.029'260 For the Total Proiect Scooe: Original Contract Sum (FG51.FS52.FS54) $372.000 Amendment No. 1(FS54) $O Amendment No. 2(FS54) $O Amendment No. 3(FS51) $9,587,314 Amendment No. 4(FS52) S6.801.879 Amendment No. 5(FS52) $9,227,381 TOTAL CONTRACT COST (Excluding WSST) $25,988,574 § A.1j.2.1lhe Preconstruction Services NTELimit for the entire Contract, aspreviously agreed mby the parties, is: Three Hundred Seventy -Two Thousand Dollars ($372,000) xmDocument Ao3 T"-uoo Exhibit ^`Copyrigmm1eo/.zoo and 2009 uvThe American Institute of Architects. All rights reserved. mmew/ma:mismA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAc) Document, 'xany portion ", it, may result msevere civil and criminal penalties, and will ueprosecuted mthe maximum extent possible under the law. This document was produced by AIA software at 15:16:28 ET on 10/29/2019 under Order No.6466885847 which expires on 08/29/2020, and is not for resale. Init. § A.1.1.3 The Total Contract Cost is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the Contract Documents permit the Owner to accept other alternates subsequent to the execution of this Amendment, attach a schedule of such other alternates showing the amount for each and the date when the amount expires.) Alternate 1 - Full Tenant Build of 2nd Floor Administrative Spaces: $636,039 (included in the Amendment #5 MACC above) § A.1.1.4 Allowances included in the Total Contract Cost, if any: (Identify allowance and state exclusions, if any, from the allowance price.) Item Price Allowances carried forward from Mini-MACC Allowance 1: Revise Elevator Specification (deductive) ($18,000) Allowance 2: Remove Unsuitable Soils (deductive) ($40,000) Allowance 3: Negotiated Savings Allowance (deductive) ($75,000) MACC Allowances Allowance 1: 100% CD Set — ASI 003 — BP01 & BP03 (ROM) $255,000 Allowance 2: PSE Work at 65th $25,000 Allowance 3: Concrete Wall Change $85,000 Allowance 4: Wood Bench Allowance $10,000 Allowance 5: Traffic Signalization $75,000 BP-11— Electrical Allowance for all work associated with Specification Section 285005 — Fire Station Alerting $75,000 Allowance for all work associated with Specification Section 281301 — Video Surveillance System $50,000 § A.1.1.5 Assumptions, if any, on which the Total Contract Cost is based: Assumptions and Clarifications: • All clarifications and scope modifications described in Addenda 01-08 shall be incorporated into the project documents. • Construction CPM Schedule shall carry forward from the Mini-MACC as updated through the date of this contract • PSE Work at 65th allowance does not include restoration of the road surface. This allowance is intended to cover the added cost for BP-01, BP-03 and restoration of two concrete panels and curb at this location. • Early Electrical Allowance of $215k is being returned to the MACC budget from BP-03. • All mockups shall be in -place in lieu of any freestanding mockup requirements. • Caulking of exterior concrete to be clarified to exist only where specifically shown on landscape paving drawings. • Specification section 26 05 19 paragraph 2.1C prohibits aluminum wire. Revise spec section 26 05 19 paragraph 2.1C to allow aluminum wire for sizes #1 AWG and larger. • Flooring surfaces shown as carpet in alternate 1 are changed to polished concrete as the base bid. Exclusions: • Building permit and fees per GCCM Matrix. • Special Inspections per GCCM Matrix. • Utility company fees and charges per GCCM Matrix. AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:28 ET on 10/29/2019 under Order No.6466885847 which expires on 08/29/2020, and is not for resale. User Notes: (911554625) 19 Init. 20 • Commissioning authority. • Professional Liability (E&O) insurance coverage. • City, County, State, PUD and PSE requirements. • Utility Connection fees and assessments per GCCM Matrix. • Gas & Water Meters. • All owner soft costs and FF&E. • Any costs associated with Owner moves. • Washington State Sales Tax. • Costs exceeding our allowances included in the Bid Packages. See listing of Allowances below. • For the alerting system, all back -end connection, setup charges, etc. are excluded. Programming, software or other setup required in order to facilitate the function of the alerting system are excluded. No offsite work or function is included in this contract. § A.1.1.6 The Total Contract Cost is based upon the following General Conditions: AIA Document A201 — 2007, General Conditions of the Contract for Construction, as modified (Table deleted) § A.1.1.7 The Total Contract Cost is based upon the following Specifications: (Either list the Specifications here, or refer to an exhibit attached to this Agreement.) Weinstein A+U, Tukwila Fire Station 52 Specifications, Construction Set, incorporated by this reference. See Attachment A for the list of Specifications. (Table deleted) § A.1.1.8 The Total Contract Cost is based upon the following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Agreement.) Weinstein A+U, Tukwila Fire Station 52 Drawings, Construction Set, incorporated by this reference. See Attachment B for the list of Drawings. (Table deleted) § A.1.1.9 The Total Contract Cost is based upon the following other documents and information: (List any other documents or information here, or refer to an exhibit attached to this Agreement.) Not applicable. ARTICLE A.2 § A.2.1 Substantial Completion Dates The anticipated date of Substantial Completion for Fire Station 51 established by Amendment No. 3: May 19, 2020 The anticipated date of Substantial Completion for Fire Station 52 established by this Amendment: December 17, 2020 § A.2.2 Physical Completion Dates The anticipated date of Physical Completion for Fire Station 51 established by Amendment No. 3: May 19, 2020 The anticipated date of Physical Completion for Fire Station 52 established by this Amendment: December 17, 2020 AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:28 ET on 10/29/2019 under Order No.6466885847 which expires on 08/29/2020, and is not for resale. User Notes: (911554625) Init. § A.2.3 Final Completion Dates The anticipated date of Final Completion for Fire Station 51 established by Amendment No. 3: June 23, 2020 The anticipated date of Final Completion for Fire Station 52 established by this Amendment: January 19, 2021 § A.2.4 Construction Schedule Construction Manager's Construction Schedule for Fire Station 52 is updated and attached as Attachment C, and incorporated herein. ARTICLE A,3 Key Personnel The following named key personnel shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner: Project Manager: Project Superintendent: Project Engineer: Kiel Lunsford Don Lehman Alex Carey ARTICLE A.4 Additional Change to Contract Terms Payment for overhead and profit for adjustments to the Contract Sum that are based on any method other than the unit price method shall be with a Four and One -Half percent (4.5%) fee on the cost of the changed work. This change applies retroactively and applies to both Fire Station 51 and Fire Station 52. Accordingly, Section 7.5.1 of the parties' AIA Document A201 — 2007, General Conditions of the Contract for Construction, is modified by this Amendment as follows: §7.5.1 For any adjustments to the Contract Sum that are based on any method other than the unit price method, the Contractor agrees to charge and accept as payment for overhead and profit, the following percentages of costs attributable to the change on Work: .1 Four and One -Half percent (4.5%) for Changes in the Work paid from Owner's contingency. .2 Zero percent (0%) for Changes in the Work paid from the MACC Contingency. .3 For additional Work ordered as described above that will be self -performed by Contractor (i.e., using its own forces) or executed by Subcontractors or Sub -subcontractors of any tier, it is agreed that the entity actually performing the Work will be permitted to charge a total of fifteen percent (15%) for overhead and profit, and upper tier Subcontractors and Contractor shall charge no more than eight percent (8%) on such Changed Work. .4 When both additions and credits are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any. The overhead and profit percentage in this Section 7.5.1 includes reimbursement for indirect and direct costs associated with the management of the Change Work. Therefore no additional markups or direct costs will be allowed in Change Order pricing. This includes, without limitation, coordination, ordering of materials, field office and home office costs, estimating and scheduling, preparation of the change and pricing, indirect supervision and non -working foreman, safety, and supervision. AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any 5 portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:28 ET on 10/29/2019 under Order No.6466885847 which expires on 08/29/2020, and is not for resale. User Notes: (911554625) 21 Init. 22 OWNER (Signature) CONSTRUCTION MANAGER (Signature) (Printed name and title) (Printed name and title) AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:16:28 ET on 10/29/2019 under Order No.6466885847 which expires on 08/29/2020, and is not for resale. User Notes: (911554625) ATTACHMENT A 23 24 100 01 10 Table of Contents 1011000 Summary 101 11 50 Delegated Design and Deferred Submittals 01 20 00 Price and Payment Procedures 01 22 00 Unit Prices 10123 00 Alternates 01 30 00 Administrative Requirements 0140 00 Quality Requirements 01 42 00 References 0143 39 Mockups 01 45 54 Building Envelope Air Barrier Testing 0150 00 Temporary p y Facilities and Controls 01 56 39 Temporary Tree and Landscape Protection 0157 13 Temporary Erosion and Sediment Control 01 60 00 Product Requirements 0177 00 Closeout Procedures 01 91 13 General Commissioning Requirements 01 21 00 Allowances 01 62 00 Product Options and Substitutions 03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast -In -Place Concrete 03 35 43 Polished Concrete Finishing 03 37 13 Shotcrete 04 22 00 Concrete Unit Masonry 04 26 13 Masonry Veneer 05 12 00 Structural Steel Framing 05 12 13 Architecturally Exposed Structural Steel Framing (AESS) 05 31 00 Steel Decking 05 40 00 Cold -Formed Metal Framing 05 50 00 Metal Fabrications 05 5113 Metal Pan Stairs 05 73 00 Decorative Metal Railings 06 10 53 Miscellaneous Rough Carpentry 06 16 43 Gypsum Sheathing 06 20 23 Interior Finish Carpentry 06 41 16 Architectural Wood Casework 06 73 00 Composite Decking 07 11 13 Bituminous Dampproofing 07 14 13 Hot Fluid -Applied Rubberized Asphalt Waterproofing 07 17 00 Bentonite Waterproofing 07 19 00 Water Repellents 07 21 00 Thermal Insulation 07 21 19 Foamed -In -Place Insulation���� 07 25 00 Weather Resistant Barriers 07 42 13.13 Formed Metal Wall Panels 07 46 46 Fiber -Cement Siding 07 54 23 Thermoplastic-Polyolefin (TPO) Roofing 07 62 00 Sheet Metal Flashing and Trim 07 72 00 Roof Accessories 07 84 13 Penetration Firestopping 07 92 00 Joint Sealants 08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 31 13 Access Doors and Frames 08 36 13 Sectional Doors 08 37 13 Four -Fold Doors 08 41 13 Aluminum -Framed Entrances and Storefronts 08 54 13 Fiberglass Windows 08 62 00 Unit Skylights 08 80 00 Glazing 08 83 00 Mirrors 08 71 00 Door Hardware 09 22 16 Non -Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 2 2 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 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Acoustical Panel Ceilings 2 9/13/2019 Construc 09 54 26 Linear Wood Ceilings 2 9/13/2019 Construct 09 65 13 Resilient Base and Accessories 2 9/13/2019 Construction Se 09 65 66 Resilient Athletic Flooring 2 9/13/2019 Construction Set 109 68 13 Tile Carpeting 2 9/13/2019 Construction Set 09 84 36 Sound -Absorbing Ceiling Units 2 9/13/2019 Construction Set 09 91 13 Exterior Painting 09 91 23 Interior Painting 09 96 00 High -Performance Coatings 10 1100 Visual Display Units 110 13 23.16 Room -Identification Panel Signage 10 14 19 Dimensional Letter Signage 10 21 23 Cubicle Curtains and Track 110 26 00 Wall and Door Protection 10 28 00 Toilet and Bath Accessories 10 44 13 Fire Protection Cabinets 110 44 16 Fire Extinguishers 10 75 16 Ground -Set Flagpoles 11 31 00 Residential Appliances 12 24 13 Roller Window Shades 12 36 16 Metal Countertops 12 36 23 Plastic -Laminate Clad Countertops 112 36 61.19 Quartz Agglomerate Countertops 12 48 13 Entrance Floor Mats and Frames 12 93 00 Site Furnishings 14 21 23 Machine Room -Less Electric Traction Passenger Elevators 21 0500 Common Work Fire Suppression 12110 00 Fire Suppression 121 13 16 Preaction Double Interlock Fire Suppression 22 05 00 Common Work Plumbing 122 07 00 Plumbing Insulation 22 08 00 Commissioning of Plumbing 22 10 00 Domestic Water Piping 22 11 23 Domestic Water Pumps 122 13 16 Sanitary Waste and Vent Piping 22 30 00 Plumbing Equipment 22 42 00 Plumbing Fixtures 22 6100 Compressed Air 23 05 00 Common Work HVAC 23 05 48 Vibration Isolation 23 05 93 Balancing 23 07 00 HVAC Insulation 123 08 00 Commissioning of HVAC 123 09 23 Controls - BMS 23 11 23 Natural Gas Piping 23 23 00 Refrigerant Piping 123 31 00 Air Distribution 23 34 00 HVAC Equipment 23 35 20 Automatic Emergency Vehicle Exhaust System 26 05 19 Low -Voltage Cable and Terminations 26 05 26 Grounding and Bonding for Electrical Systems 126 05 29 Hangers and Supports for Electrical Systems 126 05 33 Raceways and Boxes for Electrical Systems 26 05 34 Raceways and Boxes for Communications Systems 126 05 43 Underground Raceways 126 05 53 Identification for Electrical Systems 26 05 73 Power Systems Protective Device Study 26 08 00 Electrical Systems Commissioning 126 09 23 Lighting Control 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 16 Enclose d Switches and Circuit Breakers 26 29 13.. ... Motor Control 126 32 13 Engine Generators 126 51 00 Lighting 26 05 00 Common Work Results 127 15 00 Data and Telephone Cabling System 27 41 33 Television Distribution System 27 51 23 Clock Program System 28 13 01 Security Access System 128 23 00 Video Surveillance System 28 31 11 Fire Alarm System 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 2 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 2 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Se 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 26 128 50 05 Fire Station Alerting 131 10 00 Site Preparation 31 22 00 Earthwork 13141 33 Trench Safety 132 12 00 Flexible Paving 32 12 43 Flexible Porous Pavement 32 13 13 Pedestrian Concrete Paving 132 17 23 Pavement Markings 32 31 19.53 Decorative Metal Fences and Gates 132 84 00 Planting Irrigation 132 92 00 Turf and Grasses 32 93 00 Planting 32 94 00 Soil Cells 133 10 00 Water Utilities 33 30 00 Sanitary Sewer 133 40 00 Storm Drainage 9/13/2019 Construc 9/13/2019 Construct 9/13/2019 Construction Se 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 1 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 2 9/13/2019 Construction Set 27 28 ATTACHMENT B 29 30 G001 IG101 G 201 G 202 G500 COVER SHEET LAND USE CODE DIAGRAMS BUILDING CODE SUMMARY BUILDING CODE DIAGRAMS 2 9/12/2019 Construction Set 2 9/12/2019 Construction Sete 2 9/12/2019 Construction Set 1 9/12/2019 Construction Set ACCESSIBILITY DIAGRAMS TOPOGRAPHIC SURVE' TOPOGRAPHIC SURVEY CO.1 COVER SHEET 2 9/12/2019 Construction Set 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set C1.0 TESC AND DEMOLITION PLAN C1.1 C1.2 C1.3 C2.0 C2.1 C2.2 C2.3 C2.4 2 9/12/2019 Construction Set TESC AND DEMOLITION PLAN TESC AND DEMOLITION DETAILS TESC AND DEMOLITION NOTES GRADING AND DRAINAGE PLAN 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 4 9/12/2019 Construction Set GRADING AND DRAINAGE PLAN DRIVEWAY PROFILE 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set STORM PROFILE SECTIONS 9/12/2019 Construction Set 3 9/12/2019 Construction Set C2.5 SECTIONS 2 9/12/2019 Construction Set C2.6 SECTIONS 2 9/12/2019 Construction Set C2.7 SECTIONS 2 9/12/2019 Construction Set C2.8 I C2.9 IC2.10 C2.11 C3.0 GRADING AND DRAINAGE NOTES AND DETAILS GRADING AND DRAINAGE DETAILS GRADING AND DRAINAGE DETAILS GRADING AND DRAINAGE DETAILS 2 9/12/2019 Construction Set 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set PAVING AND HORIZONTAL CONTROL PLAN C3.1 C3.2 C3.3 C3.4 C4.0 C4.1 IC4.2 IC4.3 PAVING AND HORIZONTAL CONTROL PLAN 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set PAVING AND HORIZONTAL CONTROL NOTES AND DETAILS PAVING AND HORIZONTAL CONTROL NOTES AND DETAILS PAVING AND HORIZONTAL CONTROL DETAILS SEWER AND WATER PLAN SEWER AND WATER PLAN SEWER PROFILE SEWER DETAILS 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 3 9/12/2019 Construction Set 2 9/12/2019 Construction Set 9/12/2019 Construction Set 2 9/12/2019 Construction Set C4.4 WATER NOTES AND DETAILS C4.5 SH101 SH102 SH201 SH202 SH301 SH302 SV101 SV201 SV301 S101 IS102 S201N S201S S202N S202S IS203N S203S S301 S302 WATER NOTES AND DETAILS 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set SHORING GENERAL STRUCTURAL NOTES STATEMENT OF SPECIAL INSPECTIONS SHORING PLAN RETAINING WALL PLAN 2 9/12/2019 Construction Set 9/12/2019 Construction Se 2 9/12/2019 Construction Set SHORING WALL ELEVATION & DETAILS RETAINING WALL ELEVATIONS 6 9/12/2019 Construction Set 6 9/12/2019 Construction Set 6 9/12/2019 Construction Set GENERAL NOTES & STATEMENT OF SPECIAL INSPECTIONS DETENTION VAULT PLANS 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set VAULT DETAILS GENERAL STRUCTURAL NOTES 2 9/12/2019 Construction Set STATEMENT OF SPECIAL INSPECTIONS NORTH FOUNDATION PLAN SOUTH FOUNDATION PLAN 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set NORTH LEVEL 2 FLOOR FRAMING PLAN SOUTH LEVEL 2 FLOOR FRAMING PLAN NORTH ROOF FRAMING PLAN SOUTH ROOF FRAMING PLAN CONCRETE DETAILS 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set CONCRETE DETAILS 2 9/12/2019 Construction Set S401 TYPICAL STEEL DETAILS S402 TYPICAL STEEL DETAILS S403 STEEL DETAILS 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set S404 STEEL DETAILS S501 A001........._.. A002 IA003 I A101.1 N A101.1S A101N A101S 1 9/12/2019 Construction Set LIGHT GAUGE FRAMING DETAILS 2 9/12/2019 Construction Set ARCHITECTURAL FULL SITE PLAN ENLARGED ARCHITECTURAL SITE PLAN SITE UTILITIES 2 9/12/2019 Construction Set 9/12/2019 Construction Set 2 9/12/2019 Construction Set SLAB PLAN LEVEL 1 NORTH 1 9/12/2019 Construction Set SLAB PLAN LEVEL 1 SOUTH FLOOR PLAN LEVEL 1 NORTH FLOOR PLAN LEVEL 1 SOUTH A102.1S A102N A102S SLAB PLAN LEVEL 2 SOUTH FLOOR PLAN LEVEL 2 NORTH 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set FLOOR PLAN LEVEL 2 SOUTH - BASE A102S.A FLOOR PLAN LEVEL 2 SOUTH - ALT 2 9/12/2019 Construction Set 9/12/2019 Construction Set 31 A103N ROOF PLAN NORTH 2 9/12/2019 Construction Set A1035 ROOF PLAN SOUTH 2 9/12/2019 Construction Set A201N RCP LEVEL 1 NORTH 2 9/12/2019 Construction Set A2015 RCP LEVEL 1 SOUTH 2 9/12/2019 Construction Set A202N RCP LEVEL 2 NORTH 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 1 9/12/2019 Construction Set 1 9/12/2019 Construction Set 1 9/12/2019 Construction Set 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set A616 INTERIOR ELEVATIONS APP BAY 2 9/12/2019 Construction Set A617 INTERIOR ELEVATIONS 1 9/12/2019 Construction Set A618 INTERIOR ELEVATIONS 1 9/12/2019 Construction Set A621 INTERIOR ELEVATIONS 2 9/12/2019 Construction Set A622 INTERIOR ELEVATIONS 2 9/12/2019 Construction Set A625.A INTERIOR ELEVATIONS ALTERNATES 2 9/12/2019 Construction Set A626.A INTERIOR ELEVATIONS ALTERNATES 2 9/12/2019 Construction Set A627.A INTERIOR ELEVATIONS ALTERNATES 1 9/12/2019 Construction Set A701 INTERIOR ASSEMBLIES 2 9/12/2019 Construction Set A702 INTERIOR DETAILS 2 9/12/2019 Construction Set A703 INTERIOR DETAILS 2 9/12/2019 Construction Set A704 INTERIOR DETAILS 1 9/12/2019 Construction Set A710 INTERIOR ASSEMBLIES - RATING INFO 0 9/12/2019 Construction Set A721 MILLWORK DETAILS 1 9/12/2019 Construction Set A722 MILLWORK DETAILS 1 9/12/2019 Construction Set A901 FINISH SCHEDULE 2 9/12/2019 Construction Set A911 DOOR SCHEDULE 3 9/24/2019 ASI-003 A921 SIGNAGE 2 9/12/2019 Construction Set A922 SIGNAGE 1 9/12/2019 Construction Set E100 LEGEND, LIGHT FIXTURE SCHEDULE, ONE LINE DIAGRAM 2 9/12/2019 Construction Set E101 FULL SITE PLAN - ELECTRICAL 2 9/27/2019 ASI-004 E102 FULL SITE PLAN - ELECTRICAL- LIGHT CALC 1 9/12/2019 Construction Set E201N FLOOR PLAN LEVEL 1 NORTH - LIGHTING 2 9/12/2019 Construction Set E2015 FLOOR PLAN LEVEL 1 SOUTH - LIGHTING 2 9/12/2019 Construction Set E202N FLOOR PLAN LEVEL 2 NORTH - LIGHTING 2 9/12/2019 Construction Set E2025 FLOOR PLAN LEVEL 2 SOUTH - BASE - LIGHTING 2 9/12/2019 Construction Set E2025.A FLOOR PLAN LEVEL 2 SOUTH -ALT- LIGHTING 2 9/12/2019 Construction Set E301N FLOOR PLAN LEVEL 1 NORTH - POWER 2 9/12/2019 Construction Set E3015 FLOOR PLAN LEVEL 1 SOUTH - POWER 2 9/12/2019 Construction Set A2025 RCP LEVEL 2 SOUTH - BASE A2025.A RCP LEVEL 2 SOUTH - ALT A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A303 EXT DECK ELEVATIONS A321 ENLARGED WALL SECTIONS - APP BAY A322 ENLARGED WALL SECTIONS - BRICK A323 ENLARGED WALL SECTIONS - DECK A324 ENLARGED WALL SECTIONS A325 ENLARGED WALL SECTIONS - ENTRY A401 EXTERIOR VERTICAL ASSEMBLIES A402 EXTERIOR HORIZONTAL ASSEMBLIES A411 WINDOW SCHEDULE A421 EXTERIOR PLAN DETAILS - BRICK A422 EXTERIOR PLAN DETAILS - WEST A423 EXTERIOR PLAN DETAILS A424 EXTERIOR PLAN DETAILS A450 EXTERIOR CLADDING LAYOUT A451 EXTERIOR SECTION DETAILS - BRICK A452 EXTERIOR SECTION DETAILS - ENTRY A453 EXTERIOR SECTION DETAILS - DECK A454 EXTERIOR SECTION DETAILS - NORTH WALL A455 EXTERIOR SECTION DETAILS - NORTH BAR A456 EXTERIOR SECTION DETAILS - APP BAY EAST A457 EXTERIOR SECTION DETAILS -APP BAY WEST A458 EXTERIOR SECTION DETAILS - MISC A459 EXTERIOR SECTION DETAILS A460 OPENING DETAILS A461 WATERPROOFING DETAILS A462 ROOF DETAILS A463 DECK DETAILS A501 STAIR 1 A502 STAIR 2 A503 STAIR DETAILS A504 ELEVATOR PLANS & SECTIONS A611 INTERIOR ELEVATIONS RESTROOMS 2 0 2 2 A612 INTERIOR ELEVATIONS 2 A613 INTERIOR ELEVATIONS 2 A614 INTERIOR ELEVATIONS 2 A615 INTERIOR ELEVATIONS APP BAY 2 32 E302N FLOOR PLAN LEVEL 2 NORTH - POWER E3025 FLOOR PLAN LEVEL 2 SOUTH - BASE - POWER E3025.A FLOOR PLAN LEVEL 2 SOUTH - ALT- POWEP E303N ROOF PLAN NORTH - POWER E3035 ROOF PLAN SOUTH - POWER E401N FLOOR PLAN LEVEL 1 NORTH - COMM E4015 FLOOR PLAN LEVEL 1 SOUTH - COMM E4025 FLOOR PLAN LEVEL 2 SOUTH - BASE - COMM E4025.A FLOOR PLAN LEVEL 2 SOUTH - ALT - COMM E403N ROOF PLAN NORTH - COMM E501N FLOOR PLAN LEVEL 1 NORTH - FIRE ALARM, SECURITY, CLOCK E5015 FLOOR PLAN LEVEL 1 SOUTH - FIRE ALARM, SECURITY, CLOCK E502N FLOOR PLAN LEVEL 2 NORTH - FIRE ALARM, SECURITY, CLOCK E5025 FLOOR PLAN LEVEL 2 SOUTH - BASE - FIRE ALARM, SECURITY, CLOCK E5025.A FLOOR PLAN LEVEL 2 SOUTH - ALT - FIRE ALARM, SECURITY, CLOCK E601N FLOOR PLAN LEVEL 1 NORTH - ALERTING SYSTEM E6015 FLOOR PLAN LEVEL 1 SOUTH - ALERTING SYSTEM E6025 FLOOR PLAN LEVEL 2 SOUTH - BASE -ALERTING SYSTEM E6025.A FLOOR PLAN LEVEL 2 SOUTH -ALT- ALERTING SYSTEM E701 DETAILS. E702 MECH SCHEDULE, LIGHTING RELAY SCHEDULE E801 PANEL SCHEDULES L001 SITE OVERVIEW PLAN L010 TREE PROTECTION PLAN L101 SITE MATERIALS AND LAYOUT PLAN L111 SITE MATERIALS AND LAYOUT ENLARGEMENT PLAN L211 SITE DETAILS L212 SITE DETAILS L213 SITE DETAILS L301 IRRIGATION PLAN L311 IRRIGATION DETAILS L401 PLANTING PLAN L411 PLANTING DETAILS L412 SOIL CELL DETAILS M001 ABBREVS., LEGEND, NOTES & INDEX M002 MECHANICAL SCHEDULES M003 MECHANICAL SCHEDULES M004 MECHANICAL SCHEDULES M101 MECHANICAL SITE PLAN M201N MECHANICAL FOUNDATION PLAN NORTH M2015 MECHANICAL FOUNDATION PLAN SOUTH M300 FIRE PROTECTION ABBREVS., LEGEND, NOTES, & INDEX M301N FIRE PROTECTION DIAGRAM LEVEL 1 NORTH M3015 FIRE PROTECTION DIAGRAM LEVEL 1 SOUTH 2 2 2 2 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 9/12/2019 Construction Set 1 9/12/2019 Construction Set 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 1 9/12/2019 Construction Set 2 9/12/2019 Construction Set 2 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 9/12/2019 Construction Set 1 9/12/2019 Construction Set M302N FIRE PROTECTION DIAGRAM LEVEL 2 NORTH 2 9/12/2019 Construction Set M3025 FIRE PROTECTION LEVEL 2 SOUTH 1 9/12/2019 Construction Set M3025.A FIRE PROTECTION LEVEL 2 SOUTH ALTERNATE 2 9/12/2019 Construction Set M401N PLUMBING PLAN LEVEL 1 NORTH 2 9/12/2019 Construction Set M4015 PLUMBING PLAN LEVEL 1 SOUTH 1 9/12/2019 Construction Set M402N PLUMBING PLAN LEVEL 2 NORTH 2 9/12/2019 Construction Set M4025 PLUMBING PLAN LEVEL 2 SOUTH 1 9/12/2019 Construction Set M4025.A PLUMBING PLAN LEVEL 2 SOUTH ALTERNATE 2 9/12/2019 Construction Set M501N HVAC PLAN LEVEL 1 NORTH 2 9/12/2019 Construction Set M5015 HVAC PLAN LEVEL 1 SOUTH 1 9/12/2019 Construction Set M502N HVAC PLAN LEVEL 2 NORTH 2 9/12/2019 Construction Set M5025 HVAC PLAN LEVEL 2 SOUTH 1 9/12/2019 Construction Set M5025.A HVAC PLAN LEVEL 2 SOUTH ALTERNATE 1 9/12/2019 Construction Set M503N PIPING PLAN LEVEL 1 NORTH 2 9/12/2019 Construction Set M5035 PIPING PLAN LEVEL 1 SOUTH 1 9/12/2019 Construction Set M504N PIPING PLAN LEVEL 2 NORTH 2 9/12/2019 Construction Set M5045 PIPING PLAN LEVEL 2 SOUTH 1 9/12/2019 Construction Set M5045.A PIPING PLAN LEVEL 2 SOUTH ALTERNATE 2 9/12/2019 Construction Set M601N MECHANICAL ROOF PLAN NORTH 2 9/12/2019 Construction Set M6015 MECHANICAL ROOF PLAN SOUTH 1 9/12/2019 Construction Set M701 MECHANICAL LARGE SCALE PLANS 1 9/12/2019 Construction Set M702 MECHANICAL DIAGRAMS 1 9/12/2019 Construction Set M703 MECHANICAL DIAGRAMS 1 9/12/2019 Construction Set M801 MECHANICAL SECTIONS 1 1 9/12/2019 Construction Set M901 MECHANICAL DETAILS 2 9/12/2019 Construction Set M902 MECHANICAL DETAILS 2 9/12/2019 Construction Set M903 MECHANICAL DETAILS 2 9/12/2019 Construction Set M904 MECHANICAL DETAILS 2 9/12/2019 Construction Set M905 MECHANICAL DETAILS 2 9/12/2019 Construction Set 33 34 ATTACHMENT C 35 36 Tukwila Fire Station 52 Data Date: Oct-21-19 Activity ID Activity Name Tukoita Fire Station-52 A2390 City Council Approval of TCC A1410 Structural Steel Orsite A1390 Contract Final Completion Date A2430 Phase II NTP A2400 City Council Approval of Phase 1 A2410 Phase 1 NTP A1090 Phase II Permit Received A1380 Phase 1 Permit Received Construction Milestones A1000 SOG Completion 0t girial Rematni Duration Dusti A1070 Substantial Completion A1080 Final Completion A2290 End of Wet Weather Season A3040 Structural Steel onsite A1040 Permanent Power A1050 Equipment Start Up A1060 Start of Commissioning A1030 Roof Dry In A1020 Building Dry In A1010 Structure Toppng Off A2120 Mobilize on site A2130 Start of Wet Weather Season Design Milestones A1180 60% CD - Review Set A1270 90% CD Set A1280 100% CD Set A12420 Perml Set Submitted A3050 Phase 1 Bid Documents Available A1290 Structural Steel Drawings Released for Detailing A1370 Remaining Mini MACC Items Released for Submittals d Package Contracting A9560 BP-01 - Earthwork & Utilities A9570 BP-02 - Site Concrete A9580 BP-03 - Structues A9590 BP-04 - Masonry A9600 BP-05 - Glazing A9610 BP-06 - Framing & GWB A9620 BP-07 - Misc A9630 BP-08 - Flooring A9640 BP-09 - Fencing & Gate Enclosures A9650 BP-10 - Landscaping A9660 BP-11 - Electrical A9670 MCCM Submission by BP A9460 BP-06 - 054000 - GWB BP Critical Submittals A9514 MCCM - 078413 - MCCM Underground & Long Lead A9428 BP-02 - 321313 - Site Concrete BP Critical Submittals A9472 BP-07 - 061053 - Misc BP Critical Submittals A9456 BP-05 - 079200 - Glazing BP Critical Submittals A9451 BP-04 - 042200 - Masonry BP Critical Submittals A9511 BP-10 - 328400 - Landscaping BP Critical Submittals A9508 BP-09 - 323111 - Fencing BP Critical Submittals A9502 BP-08 - 033543 - Flooring BP Critical Submittals A9420 BP-01 - 311000 - Earthwork BP - Utilities & Soils Start Finish u t-04-19 A Jan-19-21 19 16 Oct-21-19* Nov-11-19 0 0 Dec-13-19* 0 0 Jan-19-21 0 0 Nov-12-19* 0 Jul-16-19 A 0 Jul-16-19 A Ju1-16-19 A 0 0 Sep-16-19A 1 0 Jul-16-19 A Jul-18-19 A 380 275 Jul-16-19A Jan-19-21 0 0 Dec-1319 0 0 Dec-17-20" 0 0 Jan-19-21" 0 0 May-01-20* 0 0 Dec-12-19* 0 0 Jul-20-20 0 0 Oct-22-20 0 0 Oct-22-20 0 0 May-11-20 0 0 Jun-22-20 0 0 Jan-20-20 Jan-20-20 5 0 Jul-16-19 A Jul-22-19 A 0 0 Oct-01-19A 43 0 Jun-04-19A Sep-12-19A 0 0 Jul-16-19 A 0 0 Aug-23-19 A 0 0 Sep-12-19A 0 0 Aug-05-19 A 0 0 Jun-04-19 A 0 0 Aug-16-19 A 0 0 Sep-06-19A 60 0 Jun-10-19A 17 0 Jun-10-19 A 19 0 Sep-06-19A 14 0 Jun-10-19 A 19 0 Sep-06-19A 19 0 Sep-06-19A 15 0 Sep-06-19A 19 0 Sep-06-19A 19 0 Sep-06-19A 19 0 Sep-06-19A 19 0 Sep-06-19A 19 0 Sep-06-19A 1 0 Oct-09-19 A 15 5 10 15 20 15 15 15 5 Jut-25-19 A 12 Oct-21-19 2 Oct-21-19 5 Oct-21-19 12 Oct-21-19 15 Oct-21-19 5 Oct-21-19 10 Oct-21-19 10 Oct-21-19 12 Oct-21-19 0 Jun-25-19 A 2 to 4I2020 I 2020 JJurr: 20201 J 1 2 0I 1I""1� 3 111 2020,J 0 11 [213. 2 0I 2 oj1F1 City Council Approval of TCC '"♦ St al Steel Orsite t Phase NTP ♦ City Council Approval of Phase 1 1.4 Phase 1 NTP ♦ Phase II Permit Received base 1 Permit Received 1 , Jan-19-21, Tukwila Fire Jan-19-21, Milestones -I* Contract Final Comple b r SOG Completion Structural Steel onsite ize on site t 60 /C • Jun-12-19 A Phas - 1 Bid Doc, me C3ct 16-19 A Jun-24-19 A Oct-04-19 A Jun-28-19 A Oct-02-19 A Oct-09-19 A Oct-10-19 A Oct-16-19 A Oct-03-19 A Oct-10-19 A Oct-09-19 A Oct-10-19 A Oct-09-19 A Nov-0819 Nov-05-19 Oct-22-19 Oct-25-19 Nov-05-19 Nov-08-19 Oct-25-19 Nov-01-19 Nov-01-19 Nov-05-19 Jun-27-19 A P-01 - Earl 14.111111 BP-03-St oct ♦ Start Df Wet Weather Season I Sep-12-19 A, Design Milestones - Review Set -It 90%CD Set ♦ 100°/p CD Se St Permit Set bm tte¢ nts Available Structural Steel Drawings Released for Dela ing �♦ Rerrairirg M ni VIACC Items Relea ed for S -1.h.Structure Topph9 Off bmittals Mar-03-20, I Oct-16-19 A, Bid Packa le Cbntractirg ttiwrk & Utili ies B?-( 2 - Site Concrete ire ►� BF-04 - Masonry -1.11MINIMMLBF-05-Glazing BP-06 - Framing & CW✓B BP-07 - Misc BP-C3 - Flooring BP-09 - Fencing & C-.a e Enclostes BF -10 - Landscaping i BP-11 - Electrical ILMCCM BP -C1-31 130 Nov-08- a, Simmission by BP ' BP-06 - 05400C - GWB BP Critical Submittals MCCM - 07841 a - MOCM Underground & Long Lead BP-02 - 3213 - S .e Concrete 3P Critical Submittals -,s.A. BP-07 - OE 1053 - Mic BP Critical Submittals BP-05 - 3 792C 0 - Glazing BP Critical Submittals B?-04 - 0422C( - Masonry BP Critical Submittals awl - Earthwork BP - Utilities . oilf BP-10 - 320400 - Landscaping BP Critical Submittals BP-09 - 32 i 11 - Fer>ing BP Critical Submittals BP-08 - 033542 - Flooring BP Critical Submittals Procureme End of Wet Weather it/Fabrication easo n -II Permanent Power ng n Equipment tart U Start of Cortimis P I Jan-19-21, Constructio Substartial Completion Final Completion ning Actual Work Critical Rema Remaining Work • • Milestone ning Work ‘/ Summary Page 1 of 7 Lydig Construction - Tukwila Fire Station #52 Tukwila Fire Station 52 Data Date: Oct-21-19 AetMty l0 Activity Name OdginaI Remaining Start Finish 1 Juty 2 19 , A. .. .. � . ' #.. .. D J .. ..E ' t f.. -, . Apr8 2t#2b [ F y 2020 Ju 20201 J y 202(} A . .,� ...., 5 . '. I, ,.., "C} ., hl 'D. ,I t, tior 001'2301:20.1 4.20.01:201.20 19-.200 1201.'1- 00-1206}122(#1 2011'�{?1-201'1.. 00... 2 012tt01 i20#f 4.2201220 °12 01.22.0`1 A9430 BP-03 - 031000 - Stnuctual BP - Vault Precast & Shoring 5 0 Jul-16-19 A Aug-01-19 A BP :3 - C 31000 - Structural :1' - a t Precast & Shari' A9536 BP-11 - 078413 - Electrical Underground & Long Lead 5 0 Sep-06-19A Sep-19-19 A -► BP-11 - 478413 I - Electrical Urierg-ound & Long Lead A9565 Structural Steel Sui)mittal Prep 25 0 Aug-16-19A Oct-15-19A 3t I t .I Steel Si nitta Prep Lydig Review A12480 BP-06 - 054000 -GWB BP Critical Submittals A12530 MCCM - 078413 - MCCM Critical Submittals A12540 BP-11 - 078413 - Electrical BP Critical Submittals A12490 BP-07 - 061053 - Msc BP Critical Submittals A12470 BP-05 - 079200 - Glazing BP Critical Submittals A12460 BP-04 - 042200 - Masonry BP Critical Submittals A12520 BP-10 - 328400 - Landscaping BP Critical Submittals A12510 BP-09 - 323111 - Fencing BP Critical Submittals A12440 BP-02 - 321313 - Site Concrete BP Critical Submittals A12500 BP-08 - 033543 - Flooring BP Critical Submittals A9575 Structural Steel Submittal LCI Review A12430 BP-01 - 311000 - Earthwork BP Critical Submittals A12450 BP-03 - 031000 - Structual BP Critical Submittals 99; 20 Jun-27-19A Nov-15-19 5 5 Nov-06-19 Nov-12-19 5 1 Oct-23-19 Oct-23-19 5 5 Oct-21-19 Oct-25-19 5 5 Nov-06-19 Nov-12-19 5 5 Nov-11-19 Nov-15-19 5 5 Oct-28-19 Nov-01-19 5 5 Nov-04-19 Nov-08-19 5 5 Nov-04-19 Nov-08-19 5 5 Oct-28-19 Nov-01-19 5 5 Nov-06-19 Nov-12-19 5 0 Oct-15-19 A Oct-16-19 A 2 0 Jun-27-19 A Jul-02-19 A 2 0 Jul31-19 A Aug-01-19 A BP-01 - 411001 -04 BP - Earthwork BP :3 - 031000 - Critical Structu 11.1 `to al : • St ' • , Nov-' BP-06 r M - 078413 1 11 - 0784' I = BP-07 BP-03'' B'P-04 - 04 • BP-10 - - BP-09 - BP-02 - 32 -- BP-08 1 Steel Sumittr (. >I Submittal► 5-19, )54( - MC C - El )61(53 07, '200 - 3 -84( 323111 '..13 - )33, -ydig Revieyr 00 - GWB EiP -CM Critical :ctrical BP C - Misc BP 200 - Glazing MasonryBFP 0 - Landscaping -Fencing Site Concrete 43 - Flooring I LCI Revied✓ Critical Submittals Suh mittals ritical Submittals 0itical Submittals BP Critical Submittals Critical Submittals BP Critical Submittals P Critical Submittals BP Critical Submittals BP Critical Submittals I, it ; I , NE Review 109 27 ` Jun-27-19 A Dec-03-19 I DecJ3-19, A/E (Review A12600 BP-06 - 054000 - GWB BP Critical Submittals 10 10 Nov-13-19 Nov-28-19 - - B 06 - 054000 - n~3WB BP Critical Submittals A12650 MCCM - 078413 - MCCM Critical Submittals A12660 BP-11 - 078413 - Electrical BP Critical Submittals A12610 BP-07 - 061053 - Misc BP Critical Submittals 10 10 Oct-24-19 Nov-06-19f' 10 10 Oct-28-19 Nov-08-19 10 10 Nov-13-19 Nov-28-19 l II MCCM � BP-11 - Cr - 841 0-8413 Is 07 3 - MCCM Critical - Electricak - it Submittals BP Critical Submittals /1'ms 4sc BP Critical Submittals C A12590 BP-05 - 079200 - Glazing BP Critical Submittals A12580 BP-04 - 042200 - Masonry BP Critical Submittals A12640 BP-10 - 328400 - Landscaping BP Critical Submittals 10 10 Nov-18-19 Dec-03-19 10 10 Nov-04-19 Nov-15-19 10 10 Nov-11-19 Nov-26-19 - 3 '-04 E BP-( 041200 =-10 5 - 079200', - Masonry 328400 - Lbndscapirg Gazing BP Critical Submittals BP Critical Submittals BP Critical Submitt I; Is!! A12630 BP-09 - 323111 - Fencing BP Critical Submittals A12560 BP-02 - 321313 - Site Concrete BP Critical Submittals 10 10 Nov-11-19 Nov-26-19 10 10 Nov-04-19 Nov-15-19 =- -'-0, E..%-09 • 32' 323111 - Fencng 313 - Site Concrete BP Critical Submittals BP Critical Submittals A12620 BP-08 - 033543 - Flooring BP Critical Submittals A9585 Structural Steel Submittal Approval A12550 BP-01 - 311000 - Earthwork BP Critical Submittals A12570 BP-03 - 031000 - Stnuctual BP Critical Submittals 10 10 Nov-13-19 Nov-28-19 10 0 Oct-16-19A Oct-22-19A 10 0 Jun-27-19 A Jul-11-19 A 10 0 Jul30-19 A Aug-22-19 A i^ BP-01 - 311:00 - Earthwok3 BP-03 -0; BP Critic 1000 -►M - Stnict ` Sup mittals :I BP ral,.t•el C i.41 9lbmit 13'-08 abmttalApprovl - 033543 - als Flooring BP Critical Submittals I Procurement 163 90 Jul-09-19A Mar-03-20 • • I Mar-03-20, Procuremeit A12720 BP-06 - 054000 - GWB BP Critical Submittals 30 30 Nov-29-19 Jan-16-20 A12770 MCCM - 078413 - MCCM Critical Submittals 3 3 Nov-07-19 Nov-11-19 11, 1 % )78z ; BP-06 13 -IMCCM Critical - 054000 - GWB BP Otitic91 Submittals Submi.ta (I s A9433 BP-03 - 051200 - Structural Steel Framing 30 30 Oct-22-19 A Dec-03-19 A12780 BP-11 - 078413 - Electrical BP Critical Submittals 7 7 Oct-28-19 Nov-05-19 -, BP-' :_-„ 1 - 0 13P-(3 8413 - 051200 i- S - Electrical P nictural Steel Framing Critical Submittals 11 A12730 BP-07 - 061053 - Misc BP Casework Submittals 60 60 Nov-29-19 Feb-27-20 BP-07 - 061 tl53i1- Misc BD ,,asev oriel Submittals A12800 BP-07 - 061053 - Msc BP Doors, Frames, Frame Submittal: 60 60 Nov-29-19 Feb-27-20 BP-07 - 061053;1- Misc BD boots, F6tes Frame Submittals A12820 BP-07 - 061053 - Misc BP Roofing 40 40 Nov-29-19 Jan-30-20 -,: - " ,: BP-07 - 061053 - Misc EiP 3oo?ng A12710 BP-05 - 079200 - Glazing BP Critical Submittals 60 60 Dec-04-19 Mar-03-20 A12700 BP-04 - 042200 - Masonry BP Critical Submittals 10 10 Nov-18-19 Dec-03-19 - BP-(4 042200j Nasorry -'^- BF t BFl-05 - 079200 - Critical ubmittajs ;; i,laz rig, BP Critical Submittals A12810 BP-07 - 061053 - Misc BP CFB, Metal Panels 50 50 Nov-29-19 Feb-13-20 -- -- ->= BP-07 - 041053 - lulistt gP CFB, Metal Pahe& A12760 BP-10 - 328400 - Landscaping BP Critical Submittals 30 30 Nov-27-19 Jan-14-20 - T 1BP-10 - 328z 00 - Landscaping; BP, Cr&cal Sdomitta s ; j A12750 BP-09 - 323111 - Fencing BP Critical Submittals 40 40 Nov-27-19 Jan-28-20 - -_ ...... BP-09 • 323111 1 Fencing Be Ciitical Submittals A12680 BP-02 - 321313 - Site Concrete BP Critical Submittals 10 10 Nov-21-19 A Dec-03-19 ; BP-02 - 321313 Ste Concre e BP Critical Subdnittal4 , A12740 BP-08 - 033543 - Flooring BP Critical Submittals 50 50 Nov-29-19 Feb-13-20 A12670 BP-01 - 311000 - Earthwork BP Critical Submittals 5 0 Jul-09-19 A Jul-15-19A i, BP d 1 - 3 1000 EartFvwc rk BP Critical Submittals =- BP-08 - 033543 - Floprirjg BP Cr�tticaSubs al$ .4-1 A12690 BP-03 - 031000 - Structual Precast 35 0 Aug-14-19 A Oct-25-19 A BP-03 - 03100C - St-uctural Prec st A12790 BP-03 - 031000 - Structural Shoring 5 0 Aug-06-19 A Aug-16-19 A BP- 3 - 0 31 00 - St J tta! Shoring Oct-21-19, Pot ial7me Im act P1130 Elevator Pit/ Spread Footing Revisions- RFI 048 5 1 Oct-08-19 A Oct-21-19 P1110 Detention Vault Revisions- RFI 032 5 0 Oct-09-19 A Oct-21-19 P1000 Approval for redesign of DV location & Block to CIP walls 14 0 Aug-06-19 A Aug-19-19 A Approva 1.11 Ell fo- redesign( Elevator Detention DV location Pit/ Spisad Vault'F?evisions- & Blirck Footing to Revisions- RFI 03' CIP walls RFI 043 P1010 Delay to issue of 90 % CD set 5 0 Aug-16-19 A Aug-23-19 A P1020 SMH Easment 5 0 Jul-17-19A Aug-29-19A P1030 Pellco 5 week lead time on SSMH's 25 0 Sep-03-19A Oct-14-19 A Delay t SMH issue of Eesment WY Fellco CD set 5 week leadtme on SSMH's ►I P1040 Shotcrete wall design 5 0 Jun-11-19 A Sep-30-19 A Shotc ete wall design Page 2 of 7 Lydig Construction - Tukwila Fire Station #52 Actual Work ® Critical Remaining Work // Summary :-.- Remaining Work • • Milestone Tukwila Fire Station 52 Data Date: Oct-21-19 Act" I0 Activ Name -Chi gat Remain Stai`t Finish =1uae 2019 Jti 2019 A. Ck t#= L7 J , F . ", tuf , nit 2020 Pi y2f)Y2U Juie 2020 J 2020 A Ar? y S "C} C1. 1xn tron � . � Cr1.2 3.0 1 22 0 I, I I 1 � 2 0 0 I . E 201 � . I 2 2"0 I 1 1.20 ll 0.122-01 � 1-2-0 0 1 I I I I 2(}0 1 22 1 1 2 I f� t31 .2.8 (1 1 20 121.1 1 1"2it(}:f I I:, 2= b I , I � 2 2 01 12.0.0.1 2 2 1 2 2 L I� .,,I 0 11 12 6 1:22,0 I P1050 Wa l # 8 RFI #25 Footing redesign& rebar deivery delay 15 0 Aug-29-19A Sep-30-19A Wa � # 3 RFI #25 Footirx edesign & rebel detvery delay „ C P1060 Weather Delay due to satuated native soils 5 0 Sep-23-19 A Sep-30-19 A P1070 ReWork of Detention Vault SOG 5 0 Sep-13-19A Oct-04-19 A P1090 Footing at Shoring Wall #1- RFI # 50 2 0 Oct-01-19A Oct-21-19A INIIMIIII_R=_Work . Weather OEN De of Forting ay due to sat Detention Ve at Shading rated it SOG Wall na ive soil #1 RFI # 50 ll ;; I E P1100 Site walls # 7 & 8 - RFI's 025, 034, 038, 038.1 5 0 Aug-29-19 A Oct-15-19A Site walls # 7 & 8 ; RFI's 02 , 034, h38, 038.1 P1120 Shoring/ Shotcrete RFI #019 5 0 Aug 29 19A Sep-26-19A Shoring Shotcrete- RFI #© 9 „ C II I I Ayg-13-20, Civil & Site grk C1310 Shotcrete Shoring wall # 1 **(Subcontract) C1490 Waterproof Shoring Wall # 1 C1150 Install Water Main at Building & East to Sta.51+50 C1170 Rough Grade Site around the BLDG for Rock Base Course C1160 FRPS Concrete Walls#7-8 C1450 Import Structual Fit for BLDG & Site Paving C1250 Fine Grade Base Couse around the Building 4 C1000 Survey Project Limits and Building C1010 Gear/Grub Site & Install TESL 2 2 Nov-01-19 Nov-04-19 2 2 Oct-28-19 Oct-29-19 5 5 Oct-21-19 Oct-25-19 2 2 Nov-12-19 Nov-13-19 15 1 Oct-03-19A Oct-21-19 5 5 Oct-21-19 Oct-28-19 2 2 Nov-12-19 Nov-13-19 3 0 Jul-22-19 A Jul-23-19 A 10 0 Jul-22-19A Aug-02-19A Survey " Projec Clear, Grub Limits Site a rd & Iretall •rtin= )Build T=SC ng '1.-E A Irstall FRPS Import Shotcrete;honing Waterproof Water Rougtt Concrete) Structural ii Fine Cjrade Shoring 4 in at Grade Valls#7- Fi Base wall # 1 ""(Subcontract Wall # 1 Bulling & Site arours for LDG & Course ffast to Sta.5"+50 the BLDG for Site Paving around the Building Rock Base Course;; I C1030 Grade Upper Site (NW) fo Shoring Wall #1 Piles C1050 Build Shoring Wall #1 C1070 Excavate for Concrete Walls #7-8 C1080 Fine Grade for Concrete Walls #7-8 C1090 Excavate & Lag Shoring Wall #1 3 0 Aug-09-19 A Aug-15-19A 5 0 Aug-20-19 A Sep-04-19A 2 0 Sep-05-19A Sep-30-19A 1 0 Sep-30-19 A Sep-30-19 A 3 0 Aug-26-19 A Sep-04-19A '1-r_ 3rade -011Exavat8 Upper Bu iv=. Site Id Shoring (NV/) E " Fine & Lag Wed .be Cade Shoing #1 fo Shoring Wall #1 Concrete V 'or Concrete Wall #1 les Its #'-8 Walls #7-$ I C1110 Mass Ex. Building Pad to Subgrade 15 0 Aug-14-19A Sep-30-19A >s ix. Building Pad to 3ubgradq C1120 Excavate for Concrete Walls #9 &10 2 0 Sep-09-19A Sep-10-19A ull Etcavate ' r acrete Walls #915r10 C1130 Excavate, Install, Inspect & Backfill Sanitary Sewer 6 0 Sep-23-19 A Oct-18-19 A i111.1111I Excavate, Install„ rape at & Backfill Sanitary Sewer C1140 Excavate, Install, Inspect & Backfill Storm Sewer 10 0 Sep-09-19 A Sep-20-19 A -Nil Excava e, nstal , Inspect & 8 t ckfil Storm Sew&r I C1330 Perrnenant Power Vert Set on Property and fed by PSE 38 0 Aug-09-19 A Oct-17-19 A Perrr errant Power Vault Set en Property and fed ay PSE C1420 FRPS Concrete Site Walls # 9 & 10 5 0 Sep-23-19A Oct-02-19 A = C910 Temp Site Fencing 1 0 Jul-22-19A Jul-30-19A C920 Demolish Select Site Hardscapings 5 0 Jul-31-19 A Aug-13-19 A C930 Demolish and Remove Site Lighting 2 0 Aug-08-19 A Aug-12-19 A k C1480 FRPS Footing # 9 & 10 5 0 Sep-06-19A Sep-27-19A - ep m n Demolish Site -mulish Fencing Select and i Remove FPS Site FRPS hard Si Footing Concrete scapi'es e Lighting Site We # 9 & 10 I s # 9 & 10 I AI _ Detention Vault 52 18 Aug-29-19A Nov-13-19 C1190 Backfill and Grade Site Above D.V. 5 5 Nov-04-19 Nov-08-19 D1120 FRPS D.V. Walt; 10 3 Oct-21-19 Oct-23-19 D1150 Set Mechanical Equip in D.V. 1 1 Oct-30-19 Oct-30-19 D1140 Set Hollow Core Planks 2 2 Oct-30-19 Oct-31-19 D1130 Install Risers 3 3 Nov-01-19 Nov-05-19 C1430 Stabilize Landscape Area Above D.V. 3 3 Nov-11-19 Nov-13-19 C1040 Excavate & Slope for Detention Vault 2 0 Aug-29-19 A Sep-06-19 A C1060 Rough Grade D.V. SOG 1 0 Sep-05-19A Sep-09-19A rilarawI Exc.- Rough va re & Grade Slo FRPS re or E. SOG Nov-1 -19, Backfill are D.V. Wa(s Set Mechantal Set Hollowbare all Rses Stabilise Detention Va.. Detention Grade Ec Plank Lardscope t Vault biteAbbve Up i D.V. Are D.V. Move D.V. C C I I C1100 Fine grade D.V. SOG 1 0 Sep-09-19A Sep-10-19A D1100 Plunbing Underground 1 0 Sep-06-19A Sep-09-19A D1110 FRPS D. V. SOG 3 0 Sep-10-19A Oct-04-19A Fire lust grade ing U. Uxterground BPS i. SOG D. V. SOG ;; C I I May -July 2020 Work 72 72 May-01-20 Aug-13-20 C1180 Install Irrigation Sleeves 2 2 May-22-20 May-26-20 C1200 Excavate Roadway from Sta. 51+50 - 52+50 3 3 May-01-20 May-07-20 11 Excayatb rstall lioads'ayifrorr Im . a ion I{ I Sleeves Sta. 51+50 - Ayg-13-20, May 52 -50 - I July 0 0 Work I C1210 Temp Gose Cowlitz P.L. Driveway 13 13 May-07-20 May-26-20 C1220 Excavate Driveway & Roadway to Sta. 53+50 5 5 May-07-20 May-14-20 C1230 Install Storm Structures, Piping 3 3 May-18-20 May-21-20 C1240 Install Remaining Water Main out to Sta. 53+80 3 3 May-19-20 May-22-20 C1370 Irrigation 5 5 May-26-20 Jun-02-20 ;; 1 11 „ -X,ca'Vatt? Temp GoselCov1itz CkiVeway InitalI S unit Irt&tatl P,erriaing Irrigation & 'tructJres, P.L. Driveway Roadway to Sta. Piping Water Main out to 53+50 Sta. 53+80 C1380 Landscaping 15 15' Jun-02-20 Jun-23-20 C1390 Wheelstops & Striping 2 2 Jun-23-20 Jun-25-20 " 11 I -andr Atteelstops a p'ng & Striping C1400 Signage 2 2 Aug-11 20 Aug-13-20 C1440 Install Gas from 65th St. to the Building 2 2 May-14-20 May-18-20 ;; „ Ira,all Gas fror €5th St. to the -4;Signage Building i' C1470 Install New Fence 5 5 Jun-23-20 Jun30-20 C1460 Perrnanant Power to Bldg 5 5 May-18-20 May-25-20 C1270 FRPS Site Heavy Concrete Paving West of Bldg. 5 5 May-27-20 Jun-03-20 ;; ;; I L Be m FRPS Want S ns.all onus- e Heavy New Fereb , to Bldg I iI Concrete Pa irg West I f Bldg. Page 3 of 7 Lydig Construction - Tukwila Fire Station #52 Actual Work ® Critical Remaining Work // Summary :,.- Remaining Work • • Milestone C1280 Pave P.L. Driveway C1290 FRPS Cub & Gutter C1300 Fine Grade for Sidewalks C1320 Site Lighting Conduit & Bases C1340 Data & Communucation C1350 Set Light Poles C1360 Final Paving on A1530 Sleeve under footing MEP A1540 Excavate for footings A1550 Form, Place, Finish Footings A2150 Install MEP underground A2160 Install Cap Break A2170 Install Vapor barrier A2180 SOG Edge form A2190 Place and Finish SOG 1st pour NORTH A2560 Install Reinforcing A2141 FRPS Concrete walls C1260 Fire Grade Bldg Pad to Subgrade A2210 Back fill at foundation and grade A2140 Form, Place, Finish Stem walls A2540 Install Waerproofing & Insulation A2550 Install 1st Coase of CMU A2200 Place and Finish SOG 2nd Pour SOUTH A128 Install MEP underground A129 Install Cap Break A129 Install Vapor barrier A129 SOG Edge form 2 5 2 5 5 2 May-26-20 5 May-18-20 2 May-25-20 5 May-01-20 5 May-01-20 1 May-11-20 2 Jun-03-20 38? Sep-30-19A May-28-20 May-25-20 May-27-20 May-11-20 May-11-20 May-12-20 Jun-05-20 1 Oct-21-19 Oct-21-19 3 3 Sep-30-19A Oct-23-19 10 10 Oct-21-19 Nov-01-19 12 Oct-28-19 Nov-12-19 2 Nov-18-19 Nov-19-19 1 Nov-20-19 Nov-20-19 2 Nov-20-19 Nov-25-19 5 5 Nov-26-19 Dec-02-19 2 2 Nov-20-19 Nov-25-19 10 10 Nov-04-19 Nov-15-19 1 Nov-13-19 Nov-13-19 1 Nov-12-19 Nov-12-19 6 6 Oct-28-19 3 3 Oct-31-19 2 Oct-31-19 12 2 5 Dec-09-19 A129 Install Reinforcing C1500 Fine Grade Bldg Pad to Subgrade A128 Form, Place, Finish Footings A128 Sleeve under footing MEP A128 Excavate for footings A128 Form, Place, Finish Stem walls A129 Back fill at foundation and grade A128 Install Waterproofing & Insulation A128 Install 1st Coase of CMU Superstructure A1560 Erect Structural Steel and decking A1570 Place and Finish SOMD A1580 Frame Exterior Walls A2220 Install Exterior Sheathing (From Grid A/3 counter dockwise at Roofing A1630 Install Roofing System low roof A1640 Set Roof Top Mechanical Equipment A1720 Install Roofing System High Roof A1620 Install MEP penatratiore at roof eather Barrier Skin A1650 Install exterior weather barrier (From Grid A/3 counter clock a A1660 A1670 A1700 A1730 Facade Install Flashing ( From Grid A/3 counter clockwise around buil( Install exterior Insulation @ Brick Veneer (Counter clockwise f Install Temp Window Protection Install Exterior Insulation @ Metal Panel Siding ( Counter cloc Actual Work Critical Rema Remaining Work • • Milestone 1 1 Nov-14-19 3 3 Nov-07-19 2 2 Nov-07-19 65 65 Dec-16-19 20 20 Dec-16-19 11 11 Nov-13-19 2 2 Dec-03-19 1 1 Dec-05-19 2 2 Dec-05-19 2 2 Dec-05-19 1 1 Dec-02-19 10 10 Oct-28-19 1 1 Oct-24-19 3 3 Sep-30-19A Nov-04-19 Nov-04-19 Nov-01-19 Dec-13-19 Nov-29-19 Dec-04-19 Dec-05-19 Dec-06-19 Dec-06-19 Dec-02-19 Nov-08-19 Oct-24-19 Oct-28-19 6 6 Nov-04-19 Nov-11-19 Nov-14-19 Nov-11-19 Nov-08-19 Mar-20-20 Jan-17-20 2 2 Jan-23-20 Jan-24-20 20 20 Jan-27-20 20 20 Feb-24-20 15 10 Jan-27-20 15 Mar-23-20 10 May-05-20 15 15 Apr-13-20 Feb-21-20 Mar-20-20 May-18-20 Apr-10-20 May-18-20 May-01-20 5 5 Jan-27-20 40 40 Mar-23-20 10 10 Mar-23-20 10 10 Apr-06-20 15 15 Apr-20-20 10 5 Apr-27-20 5 5 May-12-20 54 55 Apr-27-20 ning Work // Summary Jan-31-20 May-18-20 Apr-03-20 Apr-17-20 May-11-20 May-01-20 May-18-20 4-20 2 2 2 2 2 212 Data Date: Oct-21-19 2 iR Site L Marr20120, Strurtfre 2 IPaVeP.L. rivevay ,RFFS Curb Gutter Fine Grade cc Sidewalks kMjng CpndLit & Bases to 4 Corrmurnea.ion Sett MP IeS ,Fipal,PaYing 2 2 2 2 2 ]'2 2 2 2 Dec-13-19, 0oundation / SOG 1111 Jec-J2-19, North SOG Sleeve under fob irg fr EP E x?Foaterm, or Fgs Form, Place Fini: h Footings EP tnderjrourd Cap Brebk Var or b nder SOG Edge prm 'lace arxd Finish OG 1st you NORTH _ s Ire all Fwinf 'rci g FRPS Canc-etells �'"Fine : de Bldg ad to Subgrade -yy '�1 Back HI at fo.ud ion and grade tem wIls Form, Plhw, Finsh Install Web proofing ,& Irsrlatioi rstall 1st CS.arse of CMU Dec-13-19, $oath SOG Place and Finish SOG 2nc Pour SO ►� Irstall ME underground =ins Gra -.I:ill Fora, Plate, Finisl Sleeve u>derfooting ME 1 Excavatd for footings Form, PIace Finish Stem wa Is Back fil at foundation arli grade Install Cop Break tall V por barrier SOG Edge forrrt Install Finforcir�g e Bldg Pad to Subgrade Footings Install W terproofing & Iniulation rstall 1st Coase of CMU Page 4 of 7 Mar20;20, Superstructure E ect Stnictral Steel and degkirg Place and Finish SOMD Frame xterior Uv411s Irst&Lll lnxteriorSheatUng (F7o Gri Mail-18-20, Re Install Roofing Syst;en) Icw too ------ I Set R4pfTdp MEP pbretrations at'topf Ma y� IrS all exteriorweatht ounter dockwise arbund buildinW Jul-14-20, t3uilping Envelgps he nical Equipment Install Rociirg Systerrj High Roof -1 -20, lV a her Barrier Skin barrer (Prim Grid A/3 counter dbck wise anburig building) Install Flashing t:Frgrr Gfid 41 /3 counter clockwise Pround building) Install exterior (ns4lation @ Brick Veneen (Counter clockwise from Grid A/3) Install Ter -tip Window=rotection I s'gll xter{or In elation @ Metal ir'arel Siding (2opnter clockwse from grid A/3) J 1-14-20, Facade Lydig Construction - Tukwila Fire Station #52 Tukwila Fire Station 52 Data Date: Oct-21-19 P Gtt t tD , Ekctn sty rrte , , Lki t al i3ematntr Ott .. 1 h 2619 3tiy S. - - F 10 :d .. ...F = �... 12020 P y2 0 du1e20201 202(r, .� A.., ....�, ; : . } ...... t 1.... Li, - .. 1 , ... F M DuratioN Lkratmn " 2 0 1 t 8 ,0 1` 2 2 0 1 2 2 0 1_'1 2 0 4 1 -2 2 0 1! 1 2 0 0 1- 0 1 2. 0 1 1 2 0 1 1 2 3 0 1 2 '2 0 ! 1 2 '0 4 1 .2 "3'.t} 1 2 2 0 1 1 -2 0 0 .1 2 2 0 1 2< 2 0 "1 2 2 0 1. 2 2 A1680 Install Brick veneer (From Grid A/3 counter clockwise around I 30 30 A1690 Install Metal Panel Siding (From Grid A/3 counter clockwise a 10 10 A2230 Install Exterior Windows and Doors (From Grid A/3 counter ct 10 10 A2570 Install Fiberglass Window System 10 10 Apr-27-20 Jun-08-20 Jun-30-20 Ju1-14-20 Jun-09-20 Jun-22-20 Jun-16-20 Jun-29-20 ; ' ; j .. .. -, ,- eneer (From Gnd -_ Install Metal Panel Exterior Window§ all Fiberglass!Ni(xiow A/3 counter Sidingj(F;.m and Doors' (F System ockwige;atound Grits • m Grfid buildir) AAcounter clopkwis: A/3 counter cldckwis around around *did buil. ng) ing) 4 9 . a a 7 o r,.c-02-2r, l ,•riorFinishes A1840 Hang GWB 16 16 Jun-08-20 Jun-29-20 j '. • GWB A1850 Tape GWB 15 15 Jun-30-20 Jul-21-20 A1920 Paint GWB 10 10 Jul-21-20 Aug-03-20 A1930 Install Ceiling Grid / ceiling systems 6 6 Aug-04-20 Aug-11-20 A1940 Electrical R.I. at Grid / Ceiling systems 10 10 Aug-12-20 Aug-25-20 A1950 All ceiling grid / ceiling system cover inspections Complete 0 0 Sep-01-20 A1960 Install Ceiling tile 7 7 Sep-02-20 Sep-11-20 A1970 Grind / Finish Floors all areas 10 10 Sep-14-20 Sep-25-20 A2110 Install Epoxy Flooring (Rooms126,128 and 136) 10 10 Sep-28-20 Oct-09-20 A2500 Mech R.I. at grid / Ceiling systems 10 10 Aug-14-20 Aug-27-20 A2510 Fire Sprinkler R.I. at grid / ceiling systems 10 10 Aug-19-20 Sep-01-20 A2520 Final Cleaning 10 10 Oct-28-20 Nov-10-20 A2880 Install Access Doors 2 2 Jun-30-20 Jul-01-20 A2890 Install Visual Display Units 3 3 Oct-12-20 Oct-14-20 A2900 Install Cubide Curtain 3 3 Oct-12-20 Oct-14-20 j ; ; jj C II , , ;; ;; , Tape G\VB Pah t j t tallA.cess Ddo GWB lnslall El -. iling ctrical II ceiling _ Ir}stal r -ch •, '. l3riG1 181. ' ' / ceiling at Grid grid / CeitrSg Grind ,rid R •r R.I.'at;grid systems / c ilirg kit+ . P,ir>Ish Install Ceiling stall .tall Ceiling systems system Over Floors all Epoxy Flooring systems / ceiling Fi <I Visual Display Cubicle r i .pectin area (ooms1 syst> s De., ing nits rtai Co "6,1 plete 8 and 136) A2940 Install Kitchen Cabinets 10 10 Sep-28-20 Oct-09-20 A2950 Install Appliances 5 5 Oct-20-20 Oct-26-20 A2960 Install Roller Shades 5 5 Oct-12-20 Oct-16-20 A3000 Install Resilient Base 5 5 Oct-12-20 Oct-16-20 ; ;; ; all Irjstall Kitchen . Install Apr, all Roller `hade- Resilie binet lia :. Bas: A2060 Paint exposed structure ceilings 10 10 Aug-04-20 Aug-17-20 ". -xpo- -.. - ceilings A2480 Complete Electrical Trim at Exposed ceilings 10 10 Aug-18-20 Aug-31-20 A2490 Complete Mech Trim at Exposed Ceilings 10 10 Aug-18-20 Aug-31-20 .m. .m. 1 rri Trim at Exp. at Expose. ed slings Ceili s A1980 Install Casework / Lockers 20 20 Sep-28-20 Oct-23-20 ; Install Casework Locke A2000 Install Electrical Trim @ GWB 16 16 Aug-04-20 Aug-25-20 A1870 Install Doors and Hardware 5 5 Oct-12-20 Oct-16-20 ;; all E:• 0.•i Install GWB Doors .hd H- .ware A2460 Install Mech Trim @ GWB 16 16 Aug-04-20 Aug-25-20 A2470 Install Plumbing Trim 6 6 Aug-04-20 Aug-11-20 A2910 Install Wall and Door Protection 5 5 Oct-12-20 Oct-16-20 A2920 Place Fire Extinguishers 5 5 Oct-19-20 Oct-23-20 A1800 Install Pre Framing overhead HVAC/ Mech 10 10 Feb-24-20 Mar-06-20 A1810 Frame walls, Soffits and ceilings (Starting from North to Sout1 10 10 Mar-18-20 Mar-31-20 =f _ Install ; P - Frdming Frame overhead :11s, Soffits a jj `Ct . coils -ch .s (` . i s fro North to I , ns all PI South) all - bi VV� Install Wall . , Pace Fire Do. Protect xting fishers on A1820 Electrical R.I. At Framing (From North to South) 15 15 Apr-01-20 Apr-21-20 A1830 All Cover Inspections Complete 0 0 Apr-21-20 - - lectrical R.I. • II Cover Insp•ctiti •t Kra ing (rr. . Corrpl.t_ Nort to South) A1890 Install Pre Framing overhead Electrical 15 15 Feb-26-20 Mar-17-20 1 Fra ing overhea. Elpc 'cal A1910 Plumbing RI. At Framing (From North to South) 15 15 Apr-01-20 Apr-21-20 A1900 Install Pre Framing overhead Sprinkler 5 5 Feb-28-20 Mar-05-20 A1880 Install Pre Framing overhead Plumbing 10 10 Feb-28-20 Mar-12-20 -= nstal I • • e Fra . Pre _--_- ing rams •Iumbing R.I. .verhead Sp . overhead • t Bta nkl�r lunobi ing ( . . Nort to South) A2070 HVAC / Mech R.I. @ Framing (From North to South) 10 10 Apr-01-20 Apr-14-20 A C / Mech R.1 @;F -mi . ( • No h to SotrthNM A2450 Fire Sprinkler R.I. Framing From North to South)10 10 Apr-01-20 Apr-14-20 @ rig ( A1860 Install Hollow Metal / Door frames 5 5 Feb-28-20 Mar-05-20 A1990 Install Floor at Phys Training 5 5 Sep-28-20 Oct-02-20 Install �3 Blow Fi • Metal Sprinkler R.I / Door frame ; a ming ( m No h to Saittj) = Ploor at Phys iraini; . Specialty Constructors Area Finishes 188 188 Mar-09 20 Dec 02 20 r,. c-02-2r, Srecialt y Construction Area Fi 1 r r,-c-02-2 r, mmunications Room A2080 MDF & IDF Patch Cable Completion 10 10 Aug-04-20 Aug-17-20 MDF . IDF • - h Ca .• Corirpletion A2090 Install Of WAP's 5 5 Nov-26-20 Dec-02-20 1 tall 01 AF°'s ,r 3 ' 1 3 Oct-0 -0 Apperat . Ba . A2580 Install Sectional Doors 10 10 Jul-15-20 Jul-28-20 A2590 Install Nederman System 10 10 Aug-25-20 Sep-08-20 A2600 Striping 4 5 Sep-25-20 Oct-01-20 Instalf Spctio - d Do —i 1 -- = edertn. nSgstem Strips:. 1 A2610 Install Epoxy Wainscot A2620 Install Rubber Base A2770 Paint Walls & Ceilings 10 10 Sep-09-20 Sep-22-20 2 2 Sep-23-20 Sep-24-20 10 10 Jul-29-20 Aug-11-20 ,, 1 Fr Its & -1 tall nstall rigs E• .xy Wainscot R •bet Base A2630 Install Overhead Lights / Ceiling Fans 15 15 Aug-18-20 Sep-08-20 ; ' 1 - al • erh@a. Lights / Ceili . Fa . Page 5 of 7 Lydig Construction - Tukwila Fire Station #52 Actual Work ® Critical Remaining Work // Summary :,.- Remaining Work • • Milestone Tukwila Fire Station 52 Activity ID A Duration A2780 -VAC Trim Out 7 7 Aug-17-20 Aug-25-20 A2850 Plunbing Trim Out 7 7 Aug-26-20 Sep-03-20 A2750 Hang GWB 15 15 Jun-08-20 Jun-26-20 A2760 Tape GWB 11 11 Jun-29-20 Jul-14-20 A2870 Install Access Doors 2 2 Jul-15-20 Jul-16-20 A2640 Install Pre Framing overhead HVAC / Mech 15 15 Mar-09-20 Mar-27-20 A2680 Frame walls, Soffits and ceilings (Starting from North to Soutl 10 10 Apr-13-20 Apr-24-20 A2700 Electrical R.I. At Framing (From North to South) 16 16 Apr-27-20 May-19-20 A2740 All Cover Inspections Complete 0 0 May-19-20 A2670 Install Pre Framing overhead Electrical 15 15 Mar-23-20 Apr-10-20 A2720 -VAC / Mech R.I. @ Framing (From North to South) 11 11 Apr-27-20 May-12-20 A2730 Fire Sprinkler R.I. @ Framing ( From North to South) 10 10 Apr-27-20 May-11-20 A2710 Plumbing RI. At Framing (From North to South) 16 16 Apr-20-20 May-12-20 A2690 Install Hollow Metal / Door frames 5 5 Apr-08-20 Apr-14-20 A2660 Install Pre Framing overhead Plumbing 10 10 Mar-25-20 Apr-07-20 A2650 Install Pre Framing overhead Sprinkler 5 5 Mar-23-20 Mar-27-20 A2790 Set HVAC Units A2800 -VAC Rough -in A2810 Sprinkler Rough -in A2820 Plumbing Rough -in A2830 Electrical Rough -in A2840 Install Lighting A2990 Install Traffic Coatings 5 5 Aug-17-20 Aug-21-20 5 5 Aug-24-20 Aug-28-20 5 5 Aug-31-20 Sep-04-20 5 5 Sep-08-20 Sep-14-20 6 6 Sep-15-20 Sep-22-20 5 5 Sep-23-20 Sep-29-20 5 5 Aug-12-20 Aug-18-20 A3090 Install Elevator 25 25 Jul-20-20 Aug-21-20 A3120 Elevator Fronts 5 5 Aug-24-20 Aug-28-20 A2270 Frame Elevator Shaft 10 10 May-05-20 May-18-20 A3060 Elevator Shaft Rough In - Electrical 5 5 May-19-20 May-25-20 A3070 Elevator Shaft Hang Drywall 5 5 Jun-16-20 Jun-22-20 A3080 Elevator Shaft Tape Drywall 10 10 Jun-23-20 Jul-07-20 A3100 Elevator Shaft Rough In - Fire Protection 5 5 Jun-09-20 Jun-15-20 A2010 Install Wall Tile A2020 Install casework / counters A2240 MEP trim A2250 Install toilet accessories A2530 Grind & Polish Restroom Floors A2380 Final Cleaning A2030 Install Plumbing Fixtures A2040 Install Main Electrical Gear A2050 Perm Power to building A2260 Frame Walls A2340 Hang Green Board A2350 Tape GWB A2360 Paint Walls A2370 Pour Housekeeping Pads 15 15 Sep-23-20 Oct-13-20 5 5 Oct-14-20 Oct-20-20 3 3 Oct-21-20 Oct-23-20 5 5 Oct-26-20 Oct-30-20 7 7 Sep-14-20 Sep-22-20 5 5 Oct-28-20 Nov-03-20 5 5 Oct-21-20 Oct-27-20 15 15 Jun-18-20 Ju1-09-20 5 5 Jul-13-20 Jul-17-20 1 1 Jun-10-20 Jun-10-20 1 1 Jun-11-20 Jun-11-20 3 3 Jun-12-20 Jun-16-20 1 1 Jun-17-20 Jun-17-20 2 2 Jun-08-20 Jun-09-20 Commissioning 52 52 Sep-28-20 Dec-10-20 A1140 TAB Report- Preliminary 5 5 Oct-28-20 Nov-03-20 A1150 TAB Adj.istments and Corrections 10 10 Nov-04-20 Nov-17-20 A1160 TAB Report - Final 10 10 Nov-18-20 Dec-03-20 A1100 Bump Start Equipment 5 5 Sep-28-20 Oct-02-20 A1110 Point to Point Testing 10 10 Sep-28-20 Oct-09-20 A1120 Manufacturer Start Up Verifications 10 10 Oct-02-20 Oct-15-20 A1130 Graphic Completion 10 10 Oct-13-20 Oct-26-20 Actual Work Critical Remaining Work Summary MIIM Remaining Work • • Milestone 21s J 4y 2t#2(1 t y2, 20 Juie 2020 i Jtiy 2020 Irsta Install Pn Cx Testing & Monitod Page 6 of 7 Data Date: Oct-21-19 2a"o12. 01.12b'012 Tape Instal h is (Starti ming (F Compl ming ming (From ugh In - Electrica or Shaft Harg D .II Elevator Shaft T. pe D haft Rough In - ire Jr1-17-20, Electrical Roy Install Main Ele. rical Gear ---------- --------- Perm Power o building came Wa15 sang Green Board Tape GWB Paid Walls our Housekeeping Pads 2 01 2 2. 0 12 2 01°1 2 0 1.22 • trip Rbugh-in gin_ Nov-0 all Wall Tile Irs'tall case NIEP trim I= i Install to sh Restroo Final • nstall Plu art Equipn- tq Point Te rdfactuer •i a Graphic •� n stroo / B unters ssorie. Fixtures Dec-1 port Prelim] BA. jstme AB Rep Jan-11-21, Closeout -20 Commissioning ry aryl Corrections rt - 9iml . Verifi tiord tion Lydig Construction - Tukwila Fire Station #52 Tukwila Fire Station 52 Activity ID ... t Activityh rne,.. Data Date: Oct-21-19 A1210 CxAgentSignOff A1170 Electronic Safety & Security A1200 Emergency Power / Generator A1190 Lighting Inspections A1230 Mechanical (HVAC) A1300 Building Department Final Inspection A1240 Fire Sprinkler A1250 Electrical A1260 Fire Alarm A1220 Plunbing A1400 Elevator Inspection A1310 Landscaping A1320 Prblic Works - Street Improvements Punch List A1330 Punch List Creation A1340 Punch List Completion A1350 Punch List Back Check A1360 Punch List Sign Off 5 cgiat Duration I emalnin4 t ratk n Finish 5 5 Dec-04-20 Dec-10-20 15 15 Oct-05-20 Oct-23-20 5 5 Sep-28-20 Oct-02-20 5 5 Oct-05-20 Oct-09-20 124 124 Jun-23-20 Dec-17 20 5 5 Dec-04-20 Dec-10-20 5 5 Dec-11-20 Dec-17-20 5 5 Nov-02-20 Nov-06-20 5 5 Nov-02-20 Nov-06-20 5 5 Nov-09-20 Nov-13-20 5 5 Nov-02-20 Nov-06-20 5 5 Aug-31-20 Sep-04-20 5 Jun-23-20 Jun-30-20 5 5 Jun-23-20 Jun-30-20 25 = 25 Dec-0320 Jan-11-21 5 5 Dec-03-20 Dec-09-20 10 10 Dec-10-20 Dec-23-20 5 5 Dec-28-20 Jan-04-21 5 5 Jan-05-21 Jan-11-21 tale 2019 9 P210F1' 01.01 112121 0 121011 01011121 12 ril a0201 t ay2020 ,I June 20201 <Jt y 2028, (, r111 0111 2 11 212 01011 2.1)12 Electronic ry Power / afety Ge 0 1 Cx Agent 4ign Off & Security e-ator Fire £prii Electrica `►® Fire A rm ► Plumbi Elevator Inspection HdLandscaping .'131 Prblic Works - Street Improvements l2l2 Dec-1720, Inspections Mechanical (HVAC) Building Department Final Inspection Jan-11-21, Punch List Punch List Q reation Punch List Completion Punch List Back Check _ Punch List Sign Off Actual Work Critical Remaining Work Summary Remaining Work • • Milestone Page 7 of 7 Lydig Construction - Tukwila Fire Station #52 44 Allan Ekberg, Mayor Administrative Services Department — Rachel /Bianchi, Deputy inistrotpr TO: Public Safety Committee FROM: Rachel Bianchi, Deputy City Administrator BY: Justine Kim, Senior Program Manager, Ghiels ObletzJohnsen CC: Mayor Allan Ekberg DATE: November 1.2O1s SUBJECT: Public Sayeb/Plan — Justice Center and Fire Station 52 Project Nos. B183U5U1 (JC)and yUH30405(PS 52),Contract 1S'027 Mayes Testing Engineers, Amendment No. 1 ISSUE Execute Amendment No. 1toContract 19-027toprovide additional construction testing and inspection services for the Public Safety Plan — Justice Center and Fire Station 52projects. BACKGROUND The City of Tukwila hired Mayes Testing Engineers to perform the services of a testing and inspections firm for the construction of the Justice Center and Fire Station 51projects 1nthgamnuntOf$57.O75.ThenenomiCmSho|ponoure that the p 'eCCSnoDstrUdionmater|@|s and methods adhere to the design specifications and meet all applicable codes. ANALYSIS Mayes Testing Amendment No. Iiobeing requested due torevisions tnthe scope ofservices for the Justice Center project to accommodate out of state fabrication shop inspections and added inspections. For the purposes of submitting a scope and fee proposal during consultant procurement, it is typical and prudent for testing and inspections firms to make reasonable assumptions prior to the design and bidding process to be completed. The consultant's initial proposal assumed that steel fabrication would occur aAalocal Washington State shop. However, to increase subcontractor competition and reduce construction costs, steel bidders are not limited toin- state tobrioaUonuhopo.|nthiscmse.theowardodU|dder|s performing steel fabrication in Franklin, Idaho, The consultant is providing shop inspections from their other offices in Salt Lake City and Boise, closer than their Seattle office, but this still requires additional inspection hours and travel expenses. In addition, as structural engineering details were finalized during the production shop drawing process, the steel welding method requirements changed, which required more inspections and non-destructive testing examinations by the Secondly, wgare also now requesting authorization to amend the contract for the iconstruction testing and inspection services for the Fire Station 52 project. |nthe memo for the original contract, we included anallowance for Fire Station 52project of $30,000.which was already approved byCouncil. Because the proposed fee was an estimate and may vary based on actual services required during construction, o10%contingency ($8.707)was also added. FISCAL IMPACT Mayes Testing has provided a proposal of $43,228.50 to complete the Justice Center scope of work and $35,150 for the Fire Station 52. The total amount for Amendment No, 1 is $78.378.5O.The contract amount iowell within the project budoeds.Project Management Quality Assurance (PMOA)consultant has .reviewed these documents and provided his concurrence. Mayes Testing Contract Amount — Justice Center and Fire Station 51 Amendment No. 1— Justice Center —Added Scope F352—Testing &. Inspection Services New Contract Amount $78,378.50 RECOMMENDATION Council iSbeing asked 10approve Amendment No. 1for $78.378.5UblContract No. 1g-027for enew total contract amount of $135,453.5Uwith Mayes Testing and Voconsider this item onthe Consent Agenda sdthe November 18.2018Regular Meeting. attachments: Mayes Amendment No. 1 Mayes Proposal o[Services with scope ofwork and fee Monthly Budget Report Summary 45 46 City of Tukwila 6200 Southcenter Boulevard, Tukwila WA 98188 Agreement Number: 19-027 (a) CONTRACT FOR SERVICES Amendment No. 1 Between the City of Tukwila and Mayes Testing Engineers, Inc. That portion of Contract No. 19-027 between the City of Tukwila and Mayes Testing Engineers, Inc. is hereby amended as follows: Section 1 Pro'ect Desi• nation: The Consultant is retained by the City to perform Geotechnical Construction Services in connection with the project titled Tukwila Public Safety Plan, Fire Station 52 site. Section 2 Scope of Services: The Consultant agrees to perform the services, identified on Exhibit "A" attached hereto, including the provision of all labor, materials, equipment and supplies. Section 4 Payment: The Consultant shall be paid by the City for completed work and for services rendered under this Agreement as follows: Payment for the work provided by the Consultant shall be made as provided on Exhibit "A" attached hereto, provided that the total amount of payment to the Consultant shall not exceed $135,453.50 (including estimated expenses) without express written modification of the Agreement signed by the City. The total amount for this amendment is $78,378.50 ($43,228.50 + $35,150.00). All other provisions of the contract shall remain in full force and effect. Dated this day of , 2019 CITY OF TUKWILA CONTRACTOR Allan Ekberg, Mayor Printed Name: Timothy Beckerle, Principal ATTEST/AUTHENTICATED APPROVED AS TO FORM Christy O'Flaherty, MMC, City Clerk Office of the City Attorney CA Revised December 2016 Page 1 of 1 47 48 EXHIBIT A aMatt tr i From: Sent: To: Subject: Ethan Bernau Thursday, SeptemberT9, 2019 1:34 PM Matt Strutynski FW: Change Order for the Tukwila Justice Center From: Sanborn, Dennis<Dsanborn@Mayestesting.com> Sent: Monday, September 16, 2019 2:34 PM To: Ethan Bernau <ethanb@sojsea.com> Cc: Davis, Paul D <Paul.Davis@terracon.com>; Rix, Belinda M <Belinda.Rix@terracon.com> Subject: RE: Change Order for the Tukwila Justice Center Ethan : I have had a chance to review the original bidding documents and the current approved documents. There were many factors that influenced our costs the largest being where the Fab Shop was located. Lindahl was located in Franklin Idaho, we serviced the project from our other offices in Salt lake UT and Boise Idaho. There was also a larger change from the preliminary drawing which did not show the complete joint penetration welds (CJP)in the column base plates for example, in the production drawings all BF columns are CJP and required more inspections and NDE examinations in the approved drawing this added greatly to the cost as well. We needed to verify fit up and welding and then perform NDE testing (UT). I can dig deeper and break the costs down if you would like but those are the 2 biggest factors. See some comments below listed in red. Please let me if you need this broken down Dennis Sanborn Senior Project Manager MAYES TESTING ENGINEERS, INC. A Terracon Company 10029 S Tacoma Way, STE E-2 I Tacoma, Washington 98499 Cell: 253.224.2760 Office: 253.584.3720 dsanborn ma estestin :com I mayestest nq corn 1 terracon.com Private and confidential as detailed here Lumierracpri,cornd`sciairoor). If you cannot access hyperlink, please e-mail sender. Please consider the environment before printing this email ' From: Ethan Bernau <ethanb solsea.corn> Sent: Thursday, September 12, 2019 9:46 AM To: Sanborn, Dennis <Dsanbornc Mayestesting.com> Cc: Davis, Paul D <Paul.Davis@terraconwcom>j Rix, Belinda M <Belinda.Rix Subject: RE: Change Order for the Tukwila Justice Center Dennis, Can you provide more detail on why the hours for steel fabrication shop inspections increased so significantly? I will need help justifying the amendment. For example: + Location of steel fabrication shop increased costs: o Mayes assumed steel fabrication in Washington. Awarded steel fab shop is in Idaho, increasing hours for travel time and mileage costs? Added costs due to Location we always assume Vocal fabrication. Quantity of inspections increased: EXHIBIT A Did Mayes assume periodic inspections and is now performing full time inspections at the shop? Change trorm the bid documents to the production documents changed from °[Wet welds to CJP welding and I°ODE testing as wcli. o Any increase due to WABO or AISC certification issues? Any increase due to City of Tukwila building official requirements (beyond what was assumed)? Change from thebid documents to the production documents changed frolm fillet welds to (. JP" welding and NDE testing as well, o Any increase due to structural engineer's requirements (beyond what was assumed)? We perfor°rmed the required inspections and testing per AISC and code requirements, Any explanation like this will help the owner understand the cost increase. Thanks, Ethan Bernau etkhanbsseaecom 101 Yesler Way ( Suite 606 Seattle, WA 98104 T 206.838.37051C 206.715.5558 1 sojsea.com Shiels I Obletz I Johnsen Project Focused. Community Driven. From: Sanborn, Dennis <Dsanborn@Mayestesting.com> Sent: Tuesday, September 10, 2019 12:09 PM To: Ethan Bernau <ethanb@sojsea.com> Cc: Davis, Paul D <Paul.Davis@terracon.com>. Rix, Belinda M <Belinda.Rixerracon.com> Subject: Change Order for the Tukwila Justice Center Ethan: Here is the change to the scope of services for the Tukwila Justice Center project fo inspections and added scope of services. Please see the attached document. Thank You. Dennis Dennis Sanborn Senior Project Manager AYES TESTING ENGINEERS, INC, A Terracon Co 10029 S Tacoma Way, STE E-2 1 Tacoma, Washington 98499 Cell: 253.224.2760 Office: 253.584.3720 dsanborn(a mayestestinq.com 1 mayestestrnq;com I terracon.com Private and confidential as detailed here (www.terraGQn c¢amidosclaimer . If you cannot access hyperlink, please email sender. Please consider the environment before printing this email Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Priva e and confidential as detailed here www erracon comldisclaimer . /f you cannot access the hyperlink, please a - mail sender. 50 EXHIBIT A 10/11/2019 City of Tukwila - Tukwila Justice Center Testing and Inspection Services Mayes Testing Engineers, Inc. M8181387/18549T - Change Order No. 1 Contract Budget Billed Items as of 9/28(19 New Proposed Budget (includes invoices u 3 to 9/2.8 and services from 9.30-end of project) Item Estimated No. of Units Unit Price Total No, of Units Billed as of 9/28/2019 Unit Price Total No. of Units Unit Price Total Inspection Services Reinforced Concrete Inspection (96 hours) 96 $ 75.00 $ 7,200.00 131.50 $ 75.00 $ 9,862.50 'I51.50 $ 75.00 $ 11,362.50 Foundations: Estimate 6 inspections al 4 hrs. Resteel: Estimate 5 inspections at 4 hrs. Slab on Grade: Estimate 4 inspections at 4 hrs. Slab on Deck: Estimate 4 inspections al 4 hrs. Misc/Site: Estimate 5 inspections al 4 hrs. Overtime 7.50 $ 112.50 843.75 7.50 $ 112,50 843.75 Base Plate Grout Inspection (0.0 hours) 8 $ 75.00 600.00 14,50 $ 75.00 $ 1,087.50 22,50 $ 75.00 $ 1,687.50 Estimate 2 inspections at 4 hrs. Ultrasonic Testing (20 hours) 20 $ 95.00 $ 1,900.00 8.00 $ 95.00 760.00 8.00 $ 95.00 760,00 Estimate 5 inspections at 4 hrs. Overtime 1.50 $ 142.50 213.75 1.50 $ 142.50 213.75 Structural Steel Fabrication Inspection (40 hours) 40 $ 90.00 $ 3,600.00 182.50 $ 90.00 $ 16,425.00 182,50 $ 90.00 $ 16,425.00 Estimate 10 inspections at 4 hrs. Overtime 32.25 $ 135,00 $ 4,353.75 32.25 $ 135.00 $ 4,353.75 Structural Steel Erection Inspection (200 hours) 200 $ 90.00 $ 18,000.00 166.50 $ 90.00 $ 14,985.00 205.00 $ 90.00 $ 10,450.00 Estimate 5 weeks al 40 hrs per week. Overtime 8.50 $ 135,00 $ 1,147.50 11.00 $ 135.00 $ 1,485.00 Project Management 30 $ 105.00 $ 3,150.00 19.00 $ 105,00 $ 1,995.00 30.00 $ 105.00 $ 3.150.00 Laboratory Services Concrete Compressive Strength Cylinder Tests 100 $ 25.00 $ 2,500.00 112.00 $ 25.00 $ 2,800.00 132.00 $ 25.00 $ 3,300.00 Masonry Grout Compressive Strength Test 6 $ 25.00 150.00 15.00 $ 25.00 375,00 18.00 $ 25.00 450.00 Additional Services Performed as Requested: Per Diem for Lundahl Ironworks($140/full day for meals 8 Lodging) 15.00 $ 140.00 $ 2,100.00 15.00 $ 140.00 $ 2,100,00 Per Diem for Lundahl Ironworks($40/half day for meals 5.00 $ 40.00 200.00 5,00 $ 40.00 200,00 Mileage (.65/mi) 4615.00 0.65 $ 2,999.75 461(5.00 0.65 $ 2,999.75 Asphalt Inspection 5.50 $ 85.00 467.50 13.50 $ 85.00 $ 1,147.50 Asphalt Rice Density Test, each 1.00 $ 100.00 100.00 2.00 $ 100.00 200.00 Geotechnical Engineer (FF/FL) 11.00 $ 150.00 $ 1,650.00 11.00 $ 150.00 $ 1,650,00 Geolechnical Field Engineer (FF/FL) 31,50 $ 100,00 $ 3,150,00 31.50 $ 100.00 $ 3,150.00 Firestopping 0.00 $ 75.00 ( 20.00 $ 75.00 $ 1,500.00 Fireproofing 0.00 $ 75.00 ( 20.00 $ 75.00 $ 1,500.00 Fireproofing Density Test 0.00 $ 80,00 ( 20.00 $ 80.00 $ 1,600.00 Lateral Framing 4.00 $ 75.00 300,00 24.00 $ 75.00 $ 1,800.00 Total Contract Budget $ 37,100.00 Total: $ 65,816,00 Total New Costs) $ 80,328,50 Total Over Original Budget: $ (28,716,00) Total New Budget Increase) $ 43,228.50 51 52 EXHIBIT A AYES TEST NG ENGINEERS, I . October 21, 2019 Ms. Justine Kim Shiels Obletz Johnsen, Inc 800 Fifth Avenue, Suite 4130 Seattle, WA 98104 Re: Testing and Inspection Services City of Tukwila Fire Station 52 15447 65th Ave S, Tukwila, WA Mayes Testing Engineers Proposal No. 19642T Dear Ms. Kim, Seattle Office 20225 CedarValley Road Sum 110 Lynn ood,WA98036 ph 425.742.9360 fax425.745.1737 Tacoma Office 10029S. Tacoma Way Suite E-2 Tacoma, WA98499 ph 253.584.3720 fax253.584.3707 Portland Office 7911 NE 33rd Drive Sub 190 Portland, OR 97211 ph 503.281.7515 fax503.281.7579 Mayes Testing Engineers has an excellent track record of successful projects which means you will have fewer demands on your time, reduced risk, and the likelihood of completing on or under budget. The attached cost estimate for the City of Tukwila Fire Station 52 project is based on careful review of the plans dated 9/27/2019. No construction schedule is available at this time. Once a schedule becomes available it would benefit Shiels Obletz Johnsen, Inc to provide us the opportunity to review and revise this estimate based on updated schedule information. The inspection and testing scope of work includes: • Reinforced Concrete • Lateral Framing • Baseplate Grout • Proprietary Anchor • Masonry • Structural Steel Fabrication • Structural Steel Erection • Ultrasonic Testing We assume all soils related testing and inspection will be performed by the geotechnical engineer of record. We assume structural steel members will come from a local Puget Sound or Portland area fabrication shop. Mayes Testing Engineers has been performing testing and inspection services in the Pacific Northwest since 1984. You will find we have the trust and respect of the local building department. We are fully certified and perform all tests in accordance with ASTM and IBC standards. With the largest staff of WABO registered inspectors in the State, we have ample capacity to staff this project with multi -licensed inspectors. Washington State Professional Engineers directly supervise all inspection activities. As an integral part of the project team, we work with our clients to provide realistic testing and inspection budgets. Our clients will only be invoiced for actual work performed. A four-hour minimum will apply to all inspections. Time will be charged portal-to-portal from our Tacoma office. A premium rate of 1.5 times the regular rate will be charged for all work outside of normal working hours or in excess of 8 hours per day and on Saturdays, Sundays and Legal Holidays. Payment is net 30 days from date on invoice. This proposal is valid for 90 days from the date of this letter. Final costs may vary up or down depending on the contractor's scheduling of the work. All services will be billed in accordance with the attached fee schedule. 53 EXHIBIT A If you have any questions or if we may be of further assistance, please do not hesitate to call. If you find this proposal acceptable, please sign and return one copy to our office. We look forward to your favorable response. Respectfully Submitted, MAYES TESTING ENGINEERS, INC. Accepted By: Printed Name: Title: Date: Attachments: Cost Estimate Fee Schedule "P2" and General Conditions 54 EXHIBIT A Item City of Tukwila Fire Station 52 Testing and Inspection Services Mayes Testing Engineers, Inc. Cost Estimate No. 19642T Estimated No. of Units Extended Unit Price Total Inspection Services Reinforced Concrete Inspection Foundations: Walls: Resteel: Slabs on grade: Slabs on deck: Vault lid: Miscellaneous: Estimate Estimate Estimate Estimate Estimate Estimate Estimate 10 inspections at 8 inspections at 8 inspections at 5 inspections at 2 inspections at 1 inspection at 4 inspections at 4 hours per inspection 4 hours per inspection 4 hours per inspection 4 hours per inspection 4 hours per inspection 4 hours per inspection 4 hours per inspection Lateral Framing Inspection (Includes shearwalls, holddowns and diaphragms) Light gauge: Estimate 5 inspections at 4 hours per inspection Baseplate Grout Inspection Estimate 2 inspections at 4 hours per inspection 152 Hours 75.00 /hr 11,400.00 20 Hours 75.00 /hr 8 Hours 75.00 /hr Proprietary Anchor Inspection 40 Hours 75.00 /hr Estimate 10 inspections at 4 hours per inspection Masonry Inspection Veneer Estimate 5 inspections at 4 hours per inspection Structural Steel Fabrication Inspection Estimate 5 inspections at 4 hours per inspection Structural Steel Erection Inspection Estimate 15 inspections at 4 hours per inspection Ultrasonic Testing 40 Hours 95.00 /hr Estimate 10 inspections at 4 hours per inspection Project Management (Includes project set up, meetings, report review, closeout services and misc. consultation) 20 Hours 105.00 /hr Laboratory Services Concrete Compressive Strength Cylinder Test Grout Compressive Strength Test 20 Hours 75.00 /hr 20 Hours 90.00 /hr 60 Hours 90.00 /hr 150 Each 12 Each 25.00 ea 25.00 ea 1,500.00 600.00 3,000.00 1,500.00 1,800.00 5,400.00 3,800.00 2,100.00 3,750.00 300.00 Miscellaneous Services Cylinder Pick-up No Charge Mileage No Charge Administrative Services (Types reports, mail, postage, etc.) No Charge Total Estimated Costs: $35,150.00 A four-hour minimum charge per call applies to all inspections. A premium rate of 1.5 times the regular will be charged for all work outside of normal working hours in excess of 8 hours per day and on Saturdays, Sundays and Legal Holidays. Payment is net 30 days. This estimate is valid for 90 days. T T/ 55 56 P2 Fee Schedule EXHIBIT A MAYES TESTING ENGINEERS, INC. A lrefraald1 COMPANY INSPECTION SERVICES Concrete Inspection (includes Reinforcing Steel, Concrete Placement, Shotcrete, Augercast Grout, Grout, Batchplant) Post Tension Concrete Inspection (includes placement and stressing) Proprietary Anchor Inspection (includes Epoxy Grouted and Expansion Anchors) Masonry Inspection (Includes cmu and brick veneer) Lateral Framing Inspection (includes wood and light gauge) Seismic Resistance System Inspection Fireproofing Inspection Intumescent Paint Inspection Soils Technician (includes nuclear densometer) Asphalt Technician (includes nuclear densometer) Asphalt or Concrete Coring Technician Laboratory Technician Lead Inspector Structural Steel/Welding Inspection (includes bolting) Non -Destructive Testing Dye Penetrant Testing Magnetic Particle Testing Ultrasonic Testing 75.00 /hour 75.00 /hour 75.00 /hour 75.00 /hour 75.00 /hour 75.00 /hour 75.00 /hour 85.00 /hour 85.00 /hour 85.00 /hour 85.00 /hour 85.00 /hour 90.00 /hour 90.00 /hour 95.00 /hour 95.00 /hour 95.00 /hour LABORATORY SERVICES Concrete Testing Air Dry Unit Weight Test Concrete Absorption, Unit Weight and Moisture Content Test Concrete, Augercast Grout or Nonshrink Compressive Strength Cylinder Test (includes curing, breaking and report) Concrete Compressive High Strength Cylinder Test (over 10,000 psi) Concrete Core Compressive Strength Test (includes trimming and testing) Concrete Flexural Strength Beam Test Concrete Shrinkage Test (ASTM C157 - set of 3) Length of Concrete Core Test (ASTM C174) Mix Design 1 Point Verification & 3 Point Water Cement Curve Modulus of Elasticity Test Shotcrete Panel Test (includes 4 cores) Voids and Density of Hardened Concrete Test (ASTM C642) Masonry Testing Brick Absorption Test (24 hour soak) Brick Absorption Test (5 hour boil) Brick or Masonry Efflorescence Test (set of 5) Brick or Concrete Paver Compression Test Masonry Absorption, Unit Wt. And Moisture Content Test Masonry Unit Compression Test Masonry Drying Shrinkage Test (set of 3) Masonry Grout or Mortar Compressive Stength Test Masonry Prism Test (grouted or ungrouted) Retaining Wall Unit Absorption Test Retaining Wall Unit Compression Test Asphalt Testing Asphalt Marshall Mix Design Test (5 points) Asphalt Core Density Test Asphalt Ignition & Gradation Test Asphalt Marshall Set Test (flow, stability, voids) Asphalt Oil Content Test Asphalt Rice Density Test Asphalt Stripping Test Asphalt Superpave Set Test (VMA, VFA and VA) 40.00 each 45.00 each 25.00 each 30.00 each 66.00 each 50.00 each 300.00 each 30.00 each quoted on request 100.00 each 160.00 each 75.00 each 45.00 each 70.00 each 85.00 each 45.00 each 45.00 each 55.00 each 300.00 each 25.00 each 110.00 each 45.00 each 110.00 each 3500.00 each 35.00 each 250.00 each 440.00 each 80.00 each 100.00 each 30.00 each 550.00 each 57 P2 Fee Schedule EXHIBIT A MAYES TESTING ENGINEERS, INC. A lrefraald1 COMPANY LABORATORY SERVICES Soils and Aggregate Testing Atterberg Limits Tests Liquid Limit Only Test Plastic Limit Only Test California Bearing Ratio Test (CBR - with proctor) Clay Lumps and Friable Particles Test Degradation Test Flat and Elongated Particles Test Fractured Face Count Test LA Abrasion Test Lightweight Pieces in Aggregate Test (coal and lignite) Organic Impurities Test Organic Matter Analysis (loss on ignition by weight) R-Value Test Sand Equivalent Test Sieve Analysis Test (includes wash over #200) Sieve Analysis Test (percentage passing #200 only) Sodium Sulfate Soundness Test Soil Hydrometer Analysis Test (includes particles finer than #200) Soil Moisture Content Test (natural) Soil Moisture Density Relationship Test (proctor) Soil Relative Density Test Soil Specific Gravity Test Specific Gravities Coarse Aggregate Test Specific Gravities Fine Aggregate Test Unit Weight Test WSDOT T606 Test Miscellaneous Testing Fiber -Reinforced Polymer Tensile Test (set of 5) Fireproofing Density Test Machining Tensile Test Macroetch Test (evaluation only or sample preparation) Moisture Emission Test Kits Reinforcing Steel #10 - #18 Tensile Test Reinforcing Steel #3 - #9 Tensile Test Splitting Tensile Test Stressing Strand Tensile Test (breaking strength only) Tensile Test on Coupon Assembly (with slippage #3 - #9) Tensile Test on Coupon Assembly (with slippage #10 - #18) Universal Test Machine & Operator Weld Fracture Test ENGINEERING SERVICES NDE Level III Consultation Principal Engineer Staff Engineer (includes Pachometer/GPR, Floor Flatness, Fiber -Reinforced Polymer Inspection, Impact Echo, Load Testing & Concrete Moisture Testing) Engineering Technician Project Manager 120.00 each 75.00 each 55.00 each 650.00 each 90.00 each 135.00 each 90.00 each 75.00 each 150.00 each 80.00 each 45.00 each 60.00 each 325.00 each 60.00 each 225.00 each 100.00 each 275.00 each 250.00 each 30.00 each 225.00 each 225.00 each 85.00 each 55.00 each 85.00 each 45.00 each 550.00 each 750.00 each 80.00 each Cost + 15% 50.00 each 30.00 each 100.00 each 75.00 each 80.00 each 60.00 each 80.00 each 105.00 each 135.00 /hour 80.00 each 175.00 /hour 175.00 /hour 140.00 /hour 105.00 /hour 105.00 /hour OTHER Mileage (charged only outside our regular service area) Subsistence (lower 48 states) Reimbursable Expenses (commercial travel, rentals, consumables, etc.) Subconsultants 0.65 /mile Federal GSA Rate Cost + 15% Cost + 15% *A four hour minimum charge applies to all inspections. Overtime rate of 1.5 times the regular rate applies to all work 58 performed outside of normal working hours, weekends and holidays. General Conditions MAYES TESTING ENG VEERS, INC. A ireTraCOO COMPANY These General Conditions apply to the Services to be provided by Mayes Testing Engineers, Inc. ("Consultant") for Shiels Obletz Johnsen, Inc ("Client") on the City of Tukwila Fire Station 52 project ("Project"), as described in Consultant's proposal above ("Proposal"). By its signature above, Client acknowledges and accepts these General Conditions as governing the Services and the relationship of the parties for this Project. The Proposal and General Conditions may collectively be referred to as the "Agreement". 1. Scope of Services. The scope of Consultant's services is described in the Proposal ("Services"). Portions of the Services may be subcontracted. Consultant's Services do not include the investigation or detection of, nor do recommendations in Consultant's reports address the presence or prevention of biological pollutants (e.g., mold, fungi, bacteria, viruses, or their byproducts) or occupant safety issues, such as vulnerability to natural disasters, terrorism, or violence. If Services include purchase of software, Client will execute a separate software license agreement. Consultant's findings, opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant at the time of the Services. 2. Acceptance/ Termination. Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation for Client at Client's request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement. Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. In the event Client uses a purchase order or other form to administer the Agreement, the use of such form shall be for convenience purposes only and any additional or conflicting terms it contains are stricken. This Agreement shall not be assigned by either party without prior written consent of the other party. Either party may terminate this Agreement or the Services upon written notice to the other. In such case, Consultant shall be paid costs incurred and fees earned to the date of termination plus reasonable costs of closing the Project. 3. Change Orders. Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so requests, Consultant will return to Client a statement (or supplemental proposal) of the change setting forth an adjustment to the Services and fees for the requested changes. Following Client's review, Client shall provide written acceptance. If Client does not follow these procedures, but instead directs, authorizes, or permits Consultant to perform changed or additional work, the Services are changed accordingly and Consultant will be paid for this work according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to Consultant at the time of proposal, Consultant is entitled to a change order equitably adjusting its Services and fee. 4. Compensation and Terms of Payment. Client shall pay compensation for the Services performed at the fees stated in the Proposal. If not stated in the Proposal, fees will be according to Consultant's current fee schedule. Fee schedules are valid for the calendar year in which they are issued. Fees do not include sales tax. Client will pay applicable sales tax as required by law. Consultant may invoice Client at least monthly and payment is due upon receipt of invoice. Client shall not hold retainage on any invoice. Client understands that no final letter of compliance will be issued to the building department for the Project until all outstanding invoices have been paid. Client shall notify Consultant in writing, at the address below, within 15 days of the date of the invoice if Client objects to any portion of the charges on the invoice, and shall promptly pay the undisputed portion. Client shall pay a finance fee of 1.5% per month, but not exceeding the maximum rate allowed by law, for all unpaid amounts 30 days or older. Client agrees to pay all collection -related costs that Consultant incurs, including attorney fees. Consultant may suspend Services for lack of timely payment. It is the responsibility of Client to determine whether federal, state, or local prevailing wage requirements apply and to notify Consultant if prevailing wages apply. If it is later determined that prevailing wages apply, and Consultant was not previously notified by Client, Client agrees to pay the prevailing wage from that point forward, as well as a retroactive payment adjustment to bring previously paid amounts in line with prevailing wages. Client also agrees to defend, indemnify, and hold harmless Consultant from any alleged violations made by any governmental agency regulating prevailing wage activity for failing to pay prevailing wages, including the payment of any fines or penalties. 5. Third Party Reliance. This Agreement and the Services provided are for Consultant and Client's sole benefit and exclusive use with no third party beneficiaries intended. Reliance upon the Services and any work product is limited to Client, and is not intended for third parties other than those who have executed Consultant's reliance agreement, subject to the prior approval of Consultant and Client. 6. LIMITATION OF LIABILITY. CLIENT AND CONSULTANT HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING CONSULTANT'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE ASSOCIATED RISKS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF CONSULTANT (AND ITS RELATED CORPORATIONS AND EMPLOYEES) TO CLIENT AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE GREATER OF $50,000 OR CONSULTANTS FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF CONSULTANT'S SERVICES OR THIS AGREEMENT. PRIOR TO ACCEPTANCE OF THIS AGREEMENT AND UPON WRITTEN REQUEST FROM CLIENT, CONSULTANT MAY NEGOTIATE A HIGHER LIMITATION FOR ADDITIONAL CONSIDERATION IN THE FORM OF A SURCHARGE TO BE ADDED TO THE AMOUNT STATED IN THE COMPENSATION SECTION OF THE PROPOSAL. THIS LIMITATION SHALL APPLY REGARDLESS OF AVAILABLE PROFESSIONAL LIABILITY INSURANCE COVERAGE, CAUSE(S), OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. THIS LIMITATION SHALL NOT APPLY TO THE EXTENT THE DAMAGE IS PAID UNDER CONSULTANT'S COMMERCIAL GENERAL LIABILITY POLICY. 7. Indemnity/Statute of Limitations. Consultant and Client shall indemnify and hold harmless the other and their respective employees from and against legal liability for claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are legally determined to be caused by their negligent acts, errors, or omissions. In the event such claims, losses, damages, or expenses are legally determined to be caused by the joint or concurrent negligence of Consultant and Client, they shall be borne by each party in proportion to its own negligence under comparative fault principles. Neither party shall have a duty to defend the other party, and no duty to defend is hereby created by this indemnity provision and such duty is explicitly waived under this Agreement. Causes of action arising out of Consultant's Services or this Agreement regardless of cause(s) or the theory of liability, including negligence, indemnity or other recovery shall be deemed to have accrued and the applicable statute of limitations shall commence to run not later than the date of Consultant's substantial completion of Services on the project. 8. Warranty. Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. EXCEPT FOR THE STANDARD OF CARE PREVIOUSLY STATED, CONSULTANT MAKES NO WARRANTIES OR GUARANTEES, EXPRESS OR IMPLIED, RELATING TO CONSULTANT'S SERVICES AND CONSULTANT DISCLAIMS ANY IMPLIED WARRANTIES OR WARRANTIES IMPOSED BY LAW, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 9. Insurance. Consultant represents that it now carries, and will continue to carry: (i) workers' compensation insurance in accordance with the laws of the states having jurisdiction over Consultant's employees who are engaged in the Services, and employer's liability insurance ($1,000,000); (ii) commercial general liability insurance ($1,000,000 occ / $2,000,000 agg); (iii) automobile liability insurance ($1,000,000 B.I. and P.D. combined single limit); and (iv) professional liability insurance ($1,000,000 claim / agg). Certificates of insurance will be provided upon request. Client and Consultant shall waive subrogation against the other party on all general liability and property coverage. 10. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER FOR LOSS OF PROFITS OR REVENUE; LOSS OF USE OR OPPORTUNITY; LOSS OF GOOD WILL; COST OF SUBSTITUTE FACILITIES, GOODS, OR SERVICES; COST OF CAPITAL; OR FOR ANY SPECIAL, CONSEQUENTIAL, INDIRECT, PUNITIVE, OR EXEMPLARY DAMAGES. 59 EXHIBIT A 11. Dispute Resolution. Client shall not be entitled to assert a Claim against Consultant based on any theory of professional negligence unless and until Client has obtained the written opinion from a registered, independent, and reputable engineer, architect, or geologist that Consultant has violated the standard of care applicable to Consultant's performance of the Services. Client shall provide this opinion to Consultant and the parties shall endeavor to resolve the dispute within 30 days, after which Client may pursue its remedies at law. This Agreement shall be governed by and construed according to Washington law. 12. Subsurface Explorations. Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings, test pits, or other exploratory services. Client understands Consultant's layout of boring and test locations is approximate and that Consultant may deviate a reasonable distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Services; however, Client accepts that invasive services such as drilling or sampling may damage or alter the site. Site restoration is not provided unless specifically included in the Services. 13. Testing and Observations. Client understands that testing and observation are discrete sampling procedures, and that such procedures indicate conditions only at the depths, locations, and times the procedures were performed. Consultant will provide test results and opinions based on tests and field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive, and are conducted to reduce - not eliminate - project risk. Client shall cause all tests and inspections of the site, materials, and Services performed by Consultant to be timely and properly scheduled in order for the Services to be performed in accordance with the plans, specifications, contract documents, and Consultant's recommendations. No claims for Toss or damage or injury shall be brought against Consultant by Client or any third party unless all tests and inspections have been so performed and Consultant's recommendations have been followed. Unless otherwise stated in the Proposal, Client assumes sole responsibility for determining whether the quantity and the nature of Services ordered by Client is adequate and sufficient for Client's intended purpose. Client is responsible (even if delegated to contractor) for requesting services, and notifying and scheduling Consultant so Consultant can perform these Services. Consultant is not responsible for damages caused by Services not performed due to a failure to request or schedule Consultant's Services. Consultant shall not be responsible for the quality and completeness of Client's contractor's work or their adherence to the project documents, and Consultant's performance of testing and observation services shall not relieve Client's contractor in any way from its responsibility for defects discovered in its work, or create a warranty or guarantee. Consultant will not supervise or direct the work performed by Client's contractor or its subcontractors and is not responsible for their means and methods. The extension of unit prices with quantities to establish a total estimated cost does not guarantee a maximum cost to complete the Services. The quantities, when given, are estimates based on contract documents and schedules made available at the time of the Proposal. Since schedule, performance, production, and charges are directed and/or controlled by others, any quantity extensions must be considered as estimated and not a guarantee of maximum cost. 14. Sample Disposition, Affected Materials, and Indemnity. Samples are consumed in testing or disposed of upon completion of the testing procedures (unless stated otherwise in the Services). Client shall furnish or cause to be furnished to Consultant all documents and information known or available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, toxic, radioactive, or contaminated materials ("Affected Materials") at or near the site, and shall immediately transmit new, updated, or revised information as it becomes available. Client agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is responsible for directing such disposition. In no event shall Consultant be required to sign a hazardous waste manifest or take title to any Affected Materials. Client shall have the obligation to make all spill or release notifications to appropriate governmental agencies. The Client agrees that Consultant neither created nor contributed to the creation or existence of any Affected Materials conditions at the site and Consultant shall not be responsible for any claims, losses, or damages allegedly arising out of Consultant's performance of Services hereunder, or for any claims against Consultant as a generator, disposer, or arranger of Affected Materials under federal, state, or local law or ordinance. 15. Ownership of Documents. Work product, such as reports, logs, data, notes, or calculations, prepared by Consultant shall remain Consultant's property. Proprietary concepts, systems, and ideas developed during performance of the Services shall remain the sole property of Consultant. Files shall be maintained in general accordance with Consultant's document retention policies and practices. 16. Utilities. Client shall provide the location and/or arrange for the marking of private utilities and subterranean structures. Consultant shall take reasonable precautions to avoid damage or injury to subterranean structures or utilities. Consultant shall not be responsible for damage to subterranean structures or utilities that are not called to Consultant's attention, are not correctly marked, including by a utility locate service, or are incorrectly shown on the plans furnished to Consultant. 17. Site Access and Safety. Client shall secure all necessary site related approvals, permits, licenses, and consents necessary to commence and complete the Services and will execute any necessary site access agreement. Consultant will be responsible for supervision and site safety measures for its own employees, but shall not be responsible for the supervision or health and safety precautions for any other parties, including Client, Client's contractors, subcontractors, or other parties present at the site. 60 City of Tukwila - Facilities Plan TOTAL PROJECT MONTHLY Budget Report (REVISED Budgets; D-20 Plan Adopted by Council) Life to Date Costs as of October 24, 2019 (reconciled u/aectg than Sep I I, 2019 GL) COUNCIL REPORTING SUM M.4RI' - Original Bridget JUSTICE CENTER Budget Trans rs Current Budget Conr,nined Budget Life to Date Cos R,,nnin'g Co,n,iaa I Remaining Budge, Carr ar Curnpleliun A/E Services (both Design & CA) $ 3,278,125 $ 221,875 $ 3,500,000 $ 3,195,000 $ 2,555,976 $ 639,024 $ 305,000 $ - Permits/Fees $ 700,000 $ 50,000 $ 750,000 $ 455,215 $ 455,215 $ - $ 294,785 $ - Construction (Pre -Con, Const & Tax) $ 38,738,678 $ (102,066) $ 38,636,612 $ 38,636,611 $ 12,993,629 $ 25,642,982 $ 1 $ - Construction Related Costs (incl Band) $ 2,112,639 $ (2,921) $ 2,109,718 $ 631,307 $ 462,727 $ 168,580 $ 1,478,411 $ - PM Services (incl Other Professional Svcs) $ 1,815,875 $ 266,721 $ 2,082,596 $ 1,988,766 $ 1,227,524 $ 761,242 $ 93,830 $ - Contingency (incl Construction & Project) Contingency for Site Contamination (soils,hazmat) $ 6,507,731 $ - $ (2,358,527) $ 550,000 $ 4,149,204 $ 550,000 $ - $ - $ - $ - $ - $ - $ 4,149,204 $ 550,000 $ $ - Land Acquisition $ 14,133,295 $ (416,714) $ 13,716,581 $ 13,716,007 $ 13,692,053 $ 23,954 $ 574 $ - Contingency for Land Acquisition $ 1,250,000 $ 250,000 $ 1,500,000 $ 1,491,500 $ 1,491,500 $ - $ 8,500 $ - ';; TOTAL :, $ 68,536,343 $ (1,541,632) $ 66,994,711 $ 60,114,406 $ 32,878,623 $ 27,235,783 $ 6,880,305 $ - COUNCIL REPORTING SUM M.1RI' - Original Bridget FIRE STATION 51 Budget Trans .s Current Budget Conr,ninrd Budget Life to Dane Cos B,,nain'g C,,,n,in d Ref II Budge, Carr ar Curnpleliun A/E Services (both Design & CA) $ 1,070,000 $ 322,781 $ 1,392,781 $ 1,299,917 $ 998,788 $ 301,129 $ 92,864 $ - Land Acquisition $ - $ - $ - $ - $ - $ - $ - $ - Permits/Fees $ 234,000 $ 100,000 $ 334,000 $ 151,939 $ 136,151 $ 15,788 $ 182,061 $ - Construction (Pre -Con, Const & Tax) $ 9,396,000 $ 1,315,046 $ 10,711,045 $ 10,711,045 $ 2,241,189 $ 8,469,857 $ - $ ConstructionRelatedCosts (incl Bond) $ 931,000 $ (300,000) $ 631,000 $ 167,917 $ 103,304 $ 64,613 $ 463,083 $ - PM Services (incl Other Professional Svcs) Contingency (Mel Construction & Project) $ 526,000 $ 1,116,000 $ (50,000) $ 153,806 $ 476,000 $ 1,269,806 $ 363,412 $ - $ 193,304 $ - $ 170,108 $ - $ 112,588 $ 1,269,806 $ $ - TOTAL ,,;; $ 13,273,000 $ 1,541,633 $ 14,814,632 $ 12,694,230 $ 3,672,736 6 9,021,495 $ 2,120,402 $ - COUNCIL REPORTING SUM M.1RI' - Original Bridget Budget Trans rs Current Budge, Conr,ninrd Budget FIRE STATION 52 Life to Onfe C'tavr R,,nnin'g C,,,n,ilt I Ref II Budge, Carr ar Curnpleliun A/E Services (both Design & CA) Land Acquisition $ 1,415,000 $ 16,000 $ 355,172 $ 9,160 $ 1,770,172 $ 25,160 $ 1,622,653 $ 17,157 $ 1,176,398 $ 17,157 $ 446,255 $ - $ 147,519 $ 8,003 $ $ - Permits/Fees $ 353,000 $ 50,000 $ 403,000 $ 183,627 $ 123,450 $ 60,177 $ 219,373 $ - Construction (Pre -Con, Const & Tax) $ 13,298,000 $ 4,409,676 $ 17,707,676 $ 7,619,567 $ 588,596 $ 7,030,971 $ 10,088,109 $ Construction Related Costs (incl Bond) $ 1,398,000 $ (307,160) $ 1,090,840 $ 403,374 $ 33,564 $ 369,810 $ 687,466 $ - PM Services (incl Other Professional Svcs) $ 787,000 $ (50,000) $ 737,000 $ 549,751 $ 292,376 $ 257,375 $ 187,249 $ - Contingency(incl Construction & Project) $ 1,343,000 $ 413,152 $ 1,756, 152 $ - $ - $ - $ 1,756,152 $ - TOTAL „ „ $ 18,610,000 $ 4,880,000 $ 23,490,000 $ 10,396,128 $ 2,231,541 $ 8,164,587 $ 13,093,872 $ - COUNCIL REPORTING SUM M.1RI' - Original Budget Budget Trans .s Current Budge, Commit.' Budget FIRE STATION 54 Life to Date Cos B,,nain'g Carmine I Ref II Budge, Cos vat Completion A/E Services (both Design & CA) $ 150,000 $ (17,005) $ 132,995 $ 134,495 $ 132,995 $ 1,500 $ (1,500) $ - Land Acquisition $ 902,668 $ 31,206 $ 933,874 $ 933,875 $ 933,775 $ 100 $ (1) $ - Permits/Fees $ 20,000 $ (12,827) $ 7,173 $ 4,100 $ 4,100 $ - $ 3,073 $ - Construction (Pee -Con, Const & Tax) $ 230,000 $ (123,300) $ 106,700 $ 106,700 $ 67,856 $ 38,844 $ - $ Construction Related Costs (incl Bond) $ 50,000 $ (2,698) $ 47,302 $ 42,302 $ 28,825 $ 13,477 $ 5,000 $ - PM Services (incl Other Professional Svcs) Contingency (incl Construction & Project) $ 107,500 $ 41,832 $ (835) $ 125,459 $ 106,665 $ 167,291 $ 106,665 $ - $ 86,066 $ - $ 20,599 $ - $ - $ 167,291 $ $ - ' TOTAL $ 1,502,000 $ - $ 1,502,000 $ 1,328,137 $ 1,253,617 $ 74,520 $ 173,863 $ - COUNCIL REPORTING SUM M.1RI' - Original Bridget Budget Trans .s Current Budge, Co,a,ninrd Budget PUBLIC B ORNS Life to Dane Cos B,,nain'g CarnnrineA Ref II Budge, Carr ar Curnpleliun A/E Services (both Design & CA) $ 767,385 $ 15,000 $ 782,385 $ 335,382 $ 264,039 $ 71,343 $ 447,003 $ - Land Acquisition $ 22,000,046 $ 3,374,913 $ 25,374,959 $ 25,372,634 $ 25,370,434 $ 2,200 $ 2,325 $ - Permits/Fees $ 110,000 $ (20,000) $ 90,000 $ - $ - $ - $ 90,000 $ - Construction (Pre -Con, Const & Tax) $ 4,950,000 $ (1,895,000) $ 3,055,000 $ - $ - $ - $ 3,055,000 $ - ConstructionRelatedCosts (incl Bond) $ 529,036 $ (404,793) $ 124,243 $ 77,643 $ 61,632 $ 16,010 $ 46,600 $ - PM Services (incl Other Professional Svcs) Contingency (incl Construction & Project) $ 668,426 $ 975,107 $ (348,426) $ (721,694) $ 320,000 $ 253,413 $ 279,832 $ - $ 174,884 $ - $ 104,948 $ - $ 40,168 $ 253,413 $ $ - 1 TOTAL :;;, $ 30,000,000 $ - $ 30,000,000 $ 26,065,491 $ 25,870,990 $ 194,501 $ 3,934,509 $ - 62 Allan Ekberg, Mayor Administrative Services Department- Rachel Bianchi, Deputy City Administrator INFOR ATIONAL E ORANDU TO: Public Safety Committee FROM: Rachel Bianchi, Deputy City Administrator BY: Justine Kim, Senior Program Manager, Shiels Obletz Johnsen CC: Mayor Allan Ekberg DATE: November 1, 2019 SUBJECT: Public Safety Plan — Justice Center Project Number 91630501, Contract 17-167 SoundEarth Strategies, Inc., Amendment No. 6 ISSUE Approve Amendment No. 6 to Contract No. 17-167 with SoundEarth Strategies for additional remedial excavation, field support and tank removal activities associated with the Justice Center project. The cost of these additional services is included in the overall project budget and staff is not asking for additional budget authority. BACKGROUND The City of Tukwila hired SoundEarth Strategies, Inc. to perform Environmental Site Assessment services (ESA) in connection with the Tukwila Public Safety Plan. ESA services involve two phases; Phase I is the research of potential contamination and Phase II is soils testing. The initial contract provided Phase I services related to the Justice Center (JC) and Fire Station 52 (FS 52) sites. Amendment No. 1 added Phase 1 and II services to the Public Works (PW) site, Phase II for the Justice Center site and Phase I to the Fire Station 54 (FS 54) site, in the amount of $111,937. Amendment No. 2 added Phase II services to Fire Stations 52 and 54, as well as some additional services needed for soils testing on the Justice Center site, in the amount of $36,325. Amendment No. 3 called for additional due diligence services, however they were able to be covered by previously approved contingency as well as reallocating funds previously allocated to soils testing work on Fire Station 54, which were no longer needed, and therefore, the contract amount did not increase. Amendment No. 4 changed the duration of the contract, extending it to December 31, 2019, Amendment No. 5 added remedial excavation and field support activities during construction, in amount of $85,770, bringing the not -to -exceed amount to $249,032. ANALYSIS SoundEarth Strategies' Amendment No. 6 will add additional remedial excavation, field support and tank removal activities at the Justice Center site. The additional costs in this amendment are due to the presence of several undocumented Underground Storage Tanks (USTs) and associated contaminated soils encountered during earthwork activities, the exact quantity and extent of which could not be determined prior to groundbreaking. Four USTs encountered during construction were decommissioned and removed by SoundEarth and their subcontractor. Several areas of contaminated soils were encountered and either capped or removed during construction in various areas of the site. It is a typical and routine part of the construction process that unforeseen conditions, such as USTs, are encountered during construction. To avoid unnecessarily delaying construction progress, the owner's expert consultants and subcontractors on call are directed to sample, analyze, decommission and remove such USTs as quickly as possible. These are anticipated expenditures and are included in the Council approved project budget. FISCAL IMPACT SoundEarth Strategies has provided a proposal of $73,000 to complete this scope of work. The following table shows the original contract amount, the amendments, Amendment No. 6, and the new total. The amounts shown below are all within the approved project budgets and staff is not asking for additional budget authority. Project Management Quality Assurance (PMQA) consultant has reviewed these documents and provided his concurrence. 63 Sound Earth Info Memo Page 2 Original Contract Amount — research of potential contamination to JC and FS 52 $ 15,000.00 Amendment No. 1 — research of potential contamination and soils testing to PW, JC, & research of potential contamination to FS 54 111,937,00 Amendment No. 2 — soils testing to FS 52/FS54, Additional soils testing to JC 36,325.00 Amendment No. 3 — Additional Due Diligence $0.00 Amendment No. 4 — Extend duration of contract $0.00 Amendment No. 5 — Remedial Excavation Observation of JC Site 85,770.00 Amendment No. 6 — Add. Remedial Excavation, Field Support and Tank Removal 73,000.00 New Contract Amount $ 322,032.00 RECOMMENDATION Council is being asked to approve Amendment No. 6 for $73,000 to Contract No. 17-167 for a new total contract amount of $322,032.00 with SoundEarth and to consider this tem on the Consent Agenda at the November 18, 2019 Regular meeting. attachments: SoundEarth contract amendment No. 6 SoundEarth proposal for services with scope of work and fee Monthly budget report summary (current w/construction related costs highlighted) 64 C:1Userslandy-y\AppDatalLocaoMicroso(tWindowslrNetCachelContentOutooMR3VJEXIVIInfo Memo SoundEarth Amend 6110119.docx City of Tukwila 6200 Southcenter Boulevard, Tukwila WA 98188 Agreement Number: 17-167 (f) CONTRACT FOR SERVICES Amendment No. 6 Between the City of Tukwila and SoundEarth Strategies, Inc. That portion of Contract No. 17-167 between the City of Tukwila and SoundEarth Strategies, Inc. is hereby amended as follows: Section 1 Project Designation: The Consultant is retained by the City to perform remedial excavation observation services in connection with the project titled Tukwila Public Safety Plan, Justice Center site. Section 2 Scope of Services: The Consultant agrees to perform the services, identified on Exhibit "A" attached hereto, including the provision of all labor, materials, equipment and supplies. Section 4 Payment: The Consultant shall be paid by the City for completed work and for services rendered under this Agreement as follows: Payment for the work provided by the Consultant shall be made as provided on Exhibit "A" attached hereto, provided that the total amount of payment to the Consultant shall not exceed $322,032 (including estimated expenses) without express written modification of the Agreement signed by the City. The total amount of this amendment is $73,000. All other provisions of the contract shall remain in full force and effect. Dated this CITY OF TUKWILA day of , 2019 Allan Ekberg, Mayor ATTEST/AUTHENTICATED Christy O'Flaherty, MMC, City Clerk CONTRACTOR Printed Name: Ryan Bixby APPROVED AS TO FORM Office of the City Attorney CA Revised December 2016 Page 1 of 1 65 66 SoundEaithStm|egi�s,/nc � ZRll F4pvimwAvenoeFast, Suite 2UOU � Smatdr!'Nb3hmgtonYxlA2 City of Tukwila 6Z0O5uuthcenterBoulevard Tukwila, Washington 98188 SUBJECT: ADDITIONAL SERVICES REQUEST JC7NLPrmpertV 15805Tukwila International Boulevard, Tukwila, Washington Project Number: 13l@-00I To Whom It May Concern: Pursuant to your recent request, 5oundEar h Strategies, Inc. (3oundEarth) is pleased to submit the following additional services request for remedial excavation and tank removal services provided for the JC7NL property located at the address above in Tukwila, Washington (the Property). SounclEarth received approval for remedial excavation observation and confirmation sampling activities atthe Property inMarch ZOI9.The original SVundEa/thproposa|assumedthattheexcavationnfknovvn contaminated soil would take approximately five days of field work. During the course of redevelopment, several additional areas ofimpacted soil were encountered atthe Property. 5oundEarthmobilized tothe Property approximately 20 times in response to these discoveries, In addition, four previously undocumented underground storage tanks (USTs) were encountered. At the request of the client, SoundEarth coordinated the permitting, decommissioning, and removal ofthese USTs. In our original estimate, SoundEarth assumed the collection of 15 soil samples to be analyzed for gasoline - range petroleum hydrocarbons (GRPH) and benzene, toluene, ethylbenzene, and total xylenes (BTEX). As a contingency, 6oundEarth also assumed up to lSdiesel-range petroleum hydrocarbons ([)RPH)and oil - range petroleum hydrocarbons (ORPH) soil samples. At the time of this writing, the additional discoveries resulted in the collection and analysis of 65 samples for GRPH and BTEX, and 47 samples for DRPH and 0RPH. The estimated cost for the additional services described above h $73,000.3oundEarthunderstands that the additional services were performed based onthe terms and conditions contained within the City of Tukwila Contract No. 17-167. www'emunUcarb 67 City of Tukwila October 4, 2019 We appreciate the opportunity to provide this request for additional environmental services on this project. Please call us at 206-306-1900 if you have any questions. Respectfully, SoundEarth Strategies, Inc. Travis Zandi Associate Scientist TJZ/RKB:hsb SoundEarth Strategies, inc. PA1318 City of Tukwila \ 13184)01 City of Tukwila Propeities \ Project Management \ Proposals and Contracts \ Excavation Oversight \13184Xil_Additional Services RequestF.donx 68 Page 2 Soil Management Plan 2 Pre -Field Activities and Waste Profile 3 Excavation Observation and Confirmation Sampling 4 Monitoring Well Decommissioning Observation 5 Groundwater Monitoring Well Installation 6 Groundwater Monitoring Events (4 Quarters) 7 Reporting 8 Project Management, Client Communications, and Meetings TOTAL SoundEarth Labor (including 3% communications charge) 5,778 $ 2,987 $ 9,321 $ 2,029 $ 3,729 $ 6,304 $ 13,472 $ 7,210 50,830 Table 1 Revised Remedial Excavation Summary of Charges JC7NL Property 15005 Tukwila International Boulevard Tukwila, Washington 1318-001 SoundEarth ODCs, Subcontractors, and SoundEarth Field Equipment 1,575 2,430 12,401 2,094 4,054 1,196 Contingency 15% $ 18,500 $ 5,250 Task Total $ 5,778 $ 2,987 $ 14,950 $ 4,464 $ 16,129 $ 9,594 $ 13,472 $ 7,210 85,770 5,778 2,987 25,517 2,029 3,729 6,304 13,472 10,210 70,026 Revised SoundEarth ODCs, Subcontractors, and Field Equipment 39,193 12,401 Revised SoundEarth Revised Task Laboratory Expenses Total Contingency $ 56,123 $ 16,013 $ 5,778 $ 2,987 $ 79,527 $ 4,464 $ 16,129 $ 9,594 $ 13,472 $ 10,210 16,609 158,770 Assumptions to Cost Estimate ■ Original task total based on the proposal (SoundEarth proposal number PROP-190-18) submitted on February 7, 2019. ■ Revised total includes additional site visits and laboratory charges in excess of the original estimated cost. ■ Revised total also includes the permitting, decommissioning, and removal of four previously undocumented underground storage tanks. ■ Support for the revised total is included in the Additional Services Request letter dated October 4, 2019. Q) P:\1318 City of Tukwila \7318-001 City of Tukwila Properties\Project Management \Proposals and Contracts\Excavation Oversight\1318-001_RevisedCE_F/1318-001_RevisedCE_F 1 of 1 70 City of Tukwila - Facilities Plan TOTAL PROJECT MONTHLY Budget Report (REVISED Budgets; D-20 Plan Adopted by Council) Life to Date Costs as of October 24, 2019 (reconciled u/aectg then Sep I I, 2019 GL) COUNCIL REPORTING SUM M.4RI' - Original Budget JUSTICE CENTER Budget Trans rs Current Budget Conr,nined Budget Life to Date Cos R,,nnin'g Co,n,niaa I Remaining Budge, Carr ar Co,nplerion A/E Services (both Design & CA) $ 3,278,125 $ 221,875 $ 3,500,000 $ 3,195,000 $ 2,555,976 $ 639,024 $ 305,000 $ - Permits/Fees $ 700,000 $ 50,000 $ 750,000 $ 455,215 $ 455,215 $ - $ 294,785 $ - Construction (Pre -Con, Const & Tax) $ 38,738,678 $ (102,066) $ 38,636,612 $ 38,636,611 $ 12,993,629 $ 25,642,982 $ 1 $ - Construction Related Costs (incl Bond) $ 2,112,639 $ (2,921) $ 2,109,718 $ 631,307 $ 462,727 $ 168,580 $ 1,478,411 $ - PM Services (incl Other Professional Svcs) $ 1,815,875 $ 266,721 $ 2,082,596 $ 1,988,766 $ 1,227,524 $ 761,242 $ 93,830 $ - Contingency (incl Construction & Project) Contingency for Site Contamination (soils,hazmat) Land Acquisition $ 6,507,731 $ - $ 14,133,295 $ (2,358,527) $ 550,000 $ (416,7)4) $ 4,149,204 $ 550,000 $ 13,716,581 $ - $ - $ 13,716,007 $ - $ - $ 13,692,053 $ - $ - $ 23,954 $ 4,149,204 $ 550,000 $ 574 $ $ $ - Contingency for Land Acquisition $ 1,250,000 $ 250,000 $ 1,500,000 $ 1,491,500 $ 1,491,500 $ - $ 8,500 $ - ';; TOTAL :, $ 68,536,343 $ (1,541,632) $ 66,994,711 $ 60,114,406 $ 32,878,623 $ 27,235,783 $ 6,880,305 $ - COUNCIL REPORTING SUM M.1RI' - Original Budget FIRE STATION 51 Budget Trans .s Current Budget Co,a,ninrd Budget Life to Date Cos B,,aain'g C,,,nmi00I Ref II Budge, Carr ar Co,nplerion A/E Services (both Design & CA) $ 1,070,000 $ 322,781 $ 1,392,781 $ 1,299,917 $ 998,788 $ 301,129 $ 92,864 $ - Land Acquisition $ - $ - $ - $ - $ - $ - $ - $ - Permits/Fees $ 234,000 $ 100,000 $ 334,000 $ 151,939 $ 136,151 $ 15,788 $ 182,061 $ - Construction (Pre -Con, Const & Tax) $ 9,396,000 $ 1,315,046 $ 10,711,045 $ 10,711,045 $ 2,241,189 $ 8,469,857 $ - $ Construction Related Costs (incl Bond) $ 931,000 $ (300,000) $ 631,000 $ 167,917 $ 103,304 $ 64,613 $ 463,083 $ - PM Services (incl Other Professional Svcs) Contingency (incl. Construction & Project) $ 526,000 $ 1,116,000 $ (50,000) $ 153,806 $ 476,000 $ 1,269,806 $ 363,412 $ - $ 193,304 $ - $ 170,108 $ - $ 112,588 $ 1,269,806 $ $ - TOTAL ,,;; $ 13,273,000 $ 1,541,633 $ 14,814,632 $ 12,694,230 $ 3,672,736 6 9,021,495 $ 2,120,402 $ - COUNCIL REPORTING SUM M.1RI' - Original Budget FIRE STATION 52 Budget Trans .s Current Budget Co,a,ninrd Budget Life to Date Cos B,,aain'g C,,,n,c0t I Ref II Budge, Carr ar Co,nplerion A/E Services (both Design & CA) $ 1,415,000 $ 355,172 $ 1,770,172 $ 1,622,653 $ 1,176,398 $ 446,255 $ 147,519 $ - Land Acquisition $ 16,000 $ 9,160 $ 25,160 $ 17,157 $ 17,157 $ - $ 8,003 $ - Permits/Fees $ 353,000 $ 50,000 $ 403,000 $ 183,627 $ 123,450 $ 60,177 $ 219,373 $ - Construction (Pre -Con, Const & Tax) $ 13,298,000 $ 4,409,676 $ 17,707,676 $ 7,619,567 $ 588,596 $ 7,030,971 $ 10,088,109 $ Construction Related Costs (incl Bond) $ 1,398,000 $ (307,160) $ 1,090,840 $ 403,374 $ 33,564 $ 369,810 $ 687,466 $ - PM Services (incl Other Professional Svcs) $ 787,000 $ (50,000) $ 737,000 $ 549,751 $ 292,376 $ 257,375 $ 187,249 $ Contingency (incl Construction &Project) $ 1,343,000 $ 413,152 $ 1,756,152 $ - $ - $ - $ 1,756,152 $ - '=-TOTAL $ 18,610,000 $ 4,880,000 $ 23,490,000 $ 10,396,128 $ 2,231,541 $ 8,164,587 $ 13,093,872 $ - COUNCIL REPORTING SUM M.1RI' - Original Budget Budget Trans .s Current Budget Commit.' Budget FIRE STATION 54 Life to Date Cos B,,nain'g C,,,nnrinrI Ref II Budge, Cos vat Completion A/E Services (both Design & CA) $ 150,000 $ (17,005) $ 132,995 $ 134,495 $ 132,995 $ 1,500 $ (1,500) $ - Land Acquisition $ 902,668 $ 31,206 $ 933,874 $ 933,875 $ 933,775 $ 100 $ (1) $ - Permits/Fees $ 20,000 $ (12,827) $ 7,173 $ 4,100 $ 4,100 $ - $ 3,073 $ - Construction (Pee -Con, Const & Tax) $ 230,000 $ (123,300) $ 106,700 $ 106,700 $ 67,856 $ 38,844 $ - $ Construction Related Costs (incl Bond) $ 50,000 $ (2,698) $ 47,302 $ 42,302 $ 28,825 $ 13,477 $ 5,000 $ - PM Services (incl Other Professional Svcs) Contingency (incl Construction & Project) $ 107,500 $ 41,832 $ (835) $ 125,459 $ 106,665 $ 167,291 $ 106,665 $ - $ 86,066 $ - $ 20,599 $ - $ - $ 167,291 $ $ - ' TOTAL $ 1,502,000 $ - $ 1,502,000 $ 1,328,137 $ 1,253,617 $ 74,520 $ 173,863 $ - COUNCIL REPORTING SUM M.1RI' - Original Budget Budget Trans .s Current 811dg, Co,a,ninrd Budget PUBLIC B ORNS Life to Date Cos B,,aain'g C,,,nnrinrI Ref II Budge, Carr ar Co,nplerion A/E Services (both Design & CA) $ 767,385 $ 15,000 $ 782,385 $ 335,382 $ 264,039 $ 71,343 $ 447,003 $ - Land Acquisition $ 22,000,046 $ 3,374,913 $ 25,374,959 $ 25,372,634 $ 25,370,434 $ 2,200 $ 2,325 $ - Permits/Fees $ 110,000 $ (20,000) $ 90,000 $ - $ - $ - $ 90,000 $ - Construction (Pre -Con, Const & Tax) $ 4,950,000 $ (1,895,000) $ 3,055,000 $ - $ - $ - $ 3,055,000 $ - ConstructionRelatedCosts (incl Bond) $ 529,036 $ (404,793) $ 124,243 $ 77,643 $ 61,632 $ 16,010 $ 46,600 $ - PM Services (incl Other Professional Svcs) Contingency (incl Construction & Project) $ 668,426 $ 975,107 $ (348,426) $ (721,694) $ 320,000 $ 253,413 $ 279,832 $ - $ 174,884 $ - $ 104,948 $ - $ 40,168 $ 253,413 $ $ - TOTAL ., $ 30,000,000 j $ - $ 30,000,000 $ 26,065,491 $ 25,870,990 $ 194,501 $ 3,934,509 $ - 72