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HomeMy WebLinkAbout600 E 1st St_BLD6381_2025 CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 600 E 1st St Permit #: 6381 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 31051100102100 DATE OF ISSUANCE. Scope of Work: Demolition of (2) existing wooden bleacher structures, and a wood Valuation: 240000.00 framed ticket booth, including the roof, seating, structure and footing OWNER APPLICANT CONTRACTOR ARLINGTON SCHL DIST 16 McGranahan Ascendent LLC 315 N FRENCH AVE 2111 Pacific Avenue PO Box 1150 ARLINGTON, WA 98223 Tacoma, Wa, 98402 Sumner , Wa 98390 253-383-3084 LIC: 602142311 EXP: 04/30/2026 LIC: ASCENL*996N9 EXP: 09/08/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: DEMOLITION CODE YEAR: 2021 STORIES: 0 CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 4/29/25 04/29/2025 Applicant Signature Date Building Official Date CONDITIONS Contact Public Works department to disconnect water and sewer prior to demolition, if applicable. Adhere to approved plans. Call for inspection. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/29/2025 Processing/Technology $25.00 04/29/2025 Demolition $100.00 04/29/2025 Inspection $75.00 04/29/2025 Credit Card Service $6.00 Total Due: $206.00 Total Payment: $206.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail   Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth 600 E 1st Street Arlington, Washington February 3, 2025 Terracon Project No.81257044 Prepared for: Arlington School District Arlington, Washington 21905 64th Ave West, Suite 100 Mountlake Terrace, Washington 98043 P (425) 771-3304 21905 64th Ave West, Suite 100 Mountlake Terrace, WA 98043 P (425) 771-3304 Terracon.com February 3, 2025 Arlington School District 315 N French Ave Arlington, Washington 98223 Attn: Mr. Brian Lewis Regulated Building Material Inspection RE: Haller Middle School - Bleachers and Ticket Booth 600 E 1st Street Arlington, Washington Terracon Project No. 81257044 Dear Mr. Lewis: This report presents the results of the regulated building materials inspection conducted in support of the future demolition of the Haller Middle School - Bleachers and Ticket Booth structures, located at 600 E 1st Street in Arlington, Washington. The scope of the services provided is described in Terracon Proposal Number P81257044 dated January 24, 2025. We appreciate the opportunity to be of service to you on this project. If there are any questions regarding this report or if we may be of further assistance, please do not hesitate to contact us. Sincerely, Terracon Consultants, Inc. for Krista Anderson Scott Parker Industrial Hygienist Principal / Department Manager TABLE OF CONTENTS Executive Summary ................................................................................ i Asbestos ............................................................................................. i Lead .................................................................................................. i Other Regulated Materials ..................................................................... i Introduction ................................................................................... 1 Project Background ........................................................................ 1 2.1 Sources of Information ..................................................................... 2 2.2 Building and Project Area Description ................................................. 2 Asbestos Assessment...................................................................... 3 3.1 Building Assessment ........................................................................ 3 3.2 Sampling Procedures ....................................................................... 3 3.3 Analytical Methodology ..................................................................... 4 3.4 Asbestos Results ............................................................................. 4 Lead Assessment ............................................................................ 6 4.1 Sampling Methodology ..................................................................... 6 4.2 Lead Sampling Results ..................................................................... 6 Other Regulated Building Materials ................................................. 7 5.1 Methodology – Universal Wastes ........................................................ 7 5.2 Results .......................................................................................... 8 Conclusions and Recommendations ................................................. 8 6.1 Asbestos ........................................................................................ 8 6.2 Lead.............................................................................................. 9 6.3 Other Regulated Building Materials ................................................... 10 Limitations ....................................................................................10 7.1 Reliance ....................................................................................... 11 Appendices Appendix A. Sample Location Exhibits Appendix B. Photographs Appendix C. Asbestos Laboratory Analytical Results Appendix D. Lead Laboratory Analytical Results Appendix E. Personnel and Laboratory Certifications and Accreditations Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 EXECUTIVE SUMMARY Arlington School District retained Terracon Consultants, Inc. (Terracon) to conduct a regulated building materials inspection of the Haller Middle School - Bleachers and Ticket Booth structures, located at 600 E 1st Street in Arlington, Washington. Terracon’s representative, Ms. Krista Anderson, conducted the inspection on January 27, 2025. Terracon inspected the project area for the following regulated building materials:  Asbestos-containing materials (ACM)  Assumed asbestos-containing materials  Lead-containing coatings (paints)  Mercury-containing light tubes, switches, and thermostats  Suspected high-intensity discharge (HID) lamps  Suspected Polychlorinated biphenyls (PCB)-containing fluorescent light ballasts Asbestos Thirty bulk samples of suspect asbestos-containing materials were collected and analyzed using Polarized Light Microscopy (PLM). Two of the sampled materials were found to contain greater than one percent asbestos and are therefore considered ACM, and one material was assumed to be ACM. Lead Thirteen paint chip samples were collected and analyzed for total lead content. Seven of the paint chip samples were found to contain detectable concentrations of lead. Other Regulated Materials Mercury-containing fluorescent light tubes were identified in the ticket booth building. Observed light ballasts were electronic and therefore not suspected of containing PCBs. Mercury-containing switches, HID lamps, and thermostats were not observed in the project area. Facilities | Environmental | Geotechnical | Materials i Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 INTRODUCTION Arlington School District retained Terracon Consultants, Inc. (Terracon) to conduct a regulated building materials inspection of the Haller Middle School - Bleachers and Ticket Booth structures, located at 600 E 1st Street in Arlington, Washington. Terracon’s representative, Ms. Krista Anderson, conducted the inspection on January 27, 2025. Terracon inspected the structures for the following regulated building materials:  Asbestos-containing materials (ACM)  Assumed asbestos-containing materials  Lead-containing coatings (paints)  Mercury-containing light tubes, switches, and thermostats  Suspected high-intensity discharge (HID) lamps  Suspected Polychlorinated biphenyls (PCB)-containing fluorescent light ballasts PROJECT BACKGROUND This report presents the results of our regulated building materials inspection conducted in support of the future demolition of the Haller Middle School - Bleachers and Ticket Booth structures. The purpose of the inspection was to identify potential asbestos-containing material, lead-containing coatings, PCB- containing light ballasts, and mercury-containing components prior to demolition and for purposes of hazard communication and on-going management. The inspection included the interior, exterior, and roof of the two bleachers and one ticket booth (project area). This inspection report will assist Arlington School District with communicating the presence of regulated building materials, and the presence, location, and quantity of ACM to employees, vendors, and contractors working in the project area and to meet the requirements for an asbestos survey for the Puget Sound Clean Air Agency (PSCAA) and a good faith inspection as required by Washington State Department of Labor and Industries’ Division of Occupational Safety and Health (DOSH) regulations prior to building demolition. Regulations require that a complete copy of this report be kept in a conspicuous location on-site at all times during activities that may impact known and suspect ACM. Facilities | Environmental | Geotechnical | Materials 1 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 2.1 Sources of Information During the course of the inspection, the following individuals provided assistance to the Terracon inspector:  Mr. Brian Lewis, Arlington School District 2.2 Building and Project Area Description PROJECT AREA INFORMATION Address 600 E 1st Street, Arlington, Washington Building Use Bleachers (2) and ticket booth BLEACHERS’ CONSTRUCTION Building Square Footage 4,500 ft2 each Main Structure Wood frame Asphaltic torch-down style roof on a wood deck Roof Type with a corrugated metal cover Interior Wall Finishes Wood Ceiling Finishes Wood Pipe Insulation Uninsulated TICKET BOOTH CONSTRUCTION Building Square Footage 250 ft2 Main Structure Tilt up concrete walls Asphaltic torch-down style roof on a wood deck Roof Type with a corrugated metal cover Building Insulation Fiberglass insulation Flooring Substrate Concrete Flooring Finishes Concrete Foundation Slab on grade Interior Wall Finishes Gypsum wallboard Ceiling Finishes Gypsum wallboard Pipe Insulation Uninsulated Heating Unheated Facilities | Environmental | Geotechnical | Materials 2 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 ASBESTOS ASSESSMENT 3.1 Building Assessment Ms. Krista Anderson, an Asbestos Hazard Emergency Response Act (AHERA)- accredited building inspector (Certification 194529, expiration date: 7/31/2025) from Terracon, performed the sampling on January 27, 2025. Terracon’s inspector collected 30 samples of materials identified as suspect ACM. This inspection was conducted using a modified protocol adapted from AHERA. The protocol is as follows:  Identify suspect asbestos-containing materials.  Group materials into homogeneous sampling areas/materials.  Quantify each homogeneous material and collect representative samples. The number of samples collected of miscellaneous materials was determined by the inspector.  Samples of each material were taken to the substrate, ensuring that all components and layers of the material were included.  Sample locations are referenced on the field data forms according to sample number.  Sampling was performed by an AHERA-accredited building inspector, and the use of proper protective equipment and procedures were followed. 3.2 Sampling Procedures The sampling was conducted using the following procedures: 1. Spread the plastic drop cloth (if needed) and set up other equipment, e.g., ladder. 2. Don protective equipment (respirator and protective clothing if needed). 3. Label sample container with its identification number and record number. Record sample location and type of material sampled on a sampling data form. 4. Moisten area where sample is to be extracted (spray the immediate area with water). 5. Extract sample using a clean knife, drill capsule, or cork boring tool to cut out or scrape off approximately one tablespoon of the material. Penetrate all layers of material. 6. Place sample in a container or self-sealing plastic bag and tightly seal it. Facilities | Environmental | Geotechnical | Materials 3 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 7. Wipe the exterior of the container with a wet wipe to remove material that may have adhered to it during sampling. 8. Clean tools with wet wipes and wet mop; or vacuum area with HEPA vacuum to clean all debris. 9. Discard protective clothing, wet wipes and rags, cartridge filters, and drop cloth in a labeled plastic waste bag. 3.3 Analytical Methodology Suspect ACMs were sampled in general accordance with 40 CFR 763.86 by an Environmental Protection Agency (EPA) AHERA-accredited building inspector. Each sample was collected and stored in a heavy-duty, self-sealing plastic bag, and delivered to NVL Laboratories in Seattle, Washington. Samples were analyzed via Polarized Light Microscopy (PLM) in accordance with EPA/600/R-93/116. NVL Laboratories are accredited to perform PLM analysis by the National Institute of Standards and Technology National Voluntary Laboratory Accreditation Program (NVLAP). 3.4 Asbestos Results Table 3.4-1 provides a list of suspect homogeneous material sample descriptions, material locations, and results for this sampling. Also indicated within the table is the AHERA classification of Surfacing (S), Thermal System Insulation (TSI), or Miscellaneous (M). Asbestos-containing materials and assumed asbestos- containing materials are presented in bold text. Refer to the attached Exhibits for sample locations. Refer to the Appendix for photographs that are representative the homogenous materials. Table 3.4-1. Results of Bulk Sample Analyses Material Material Description Material Location Results No.  White gypsum wallboard 1 Walls and ceiling with texture ND (all layers) (M) throughout ticket booth  White joint compound 2 On walls and ceiling in  White texture ND (all layers) (S) ticket booth Associated with exterior 3  White sealant penetration in ticket booth ND (all layers) (M)  Tan sealant siding Associated with exterior 4  Grey sealant penetration in ticket booth ND (all layers) (M) siding Facilities | Environmental | Geotechnical | Materials 4 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 Table 3.4-1. Results of Bulk Sample Analyses Material Material Description Material Location Results No. 5  Grey floor coating On floor of ticket booth ND (all layers) (S)  Pink fiberglass batt 6 insulation Insulation in ticket booth ND (all layers) (TM)  Paper backing with black mastic Roof of ticket booth 7  Black asphaltic roofing between wood sheathing ND (all layers) (M) and metal roof Associated with nails and 8  Grey sealant seams of metal on roof of ND (all layers) (M) ticket booth Black asphaltic Roof of bleacher 1 roofing: ND 9  Black asphaltic roofing between wood sheathing Black mastic: (M)  Black mastic and metal roof 2% to 3% Chrysotile Black asphaltic fibrous  Black asphaltic fibrous Roof of bleacher 2 10 material: ND material between wood sheathing (M) Black asphaltic  Black asphaltic roofing and metal roof roofing: 6% to 9% Chrysotile Assumed to 11  Woven wire wrap Throughout bleachers contain (M) asbestos ND: none detected, Material No.: homogenous material that is uniform in color, texture, general appearance, and construction and application date, S: Surfacing material per AHERA, M: Miscellaneous material per AHERA, T: Thermal System Insulation per AHERA. If the analytical results indicate that all the samples collected per homogenous material do not contain asbestos, then the material is not considered an ACM. However, if the analytical results of one or more of the samples collected per homogenous material indicate that asbestos is present in quantities of greater than one percent as defined by the EPA, the homogeneous material is considered to be ACM regardless of other analytical results (unless a representative number Facilities | Environmental | Geotechnical | Materials 5 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 of samples have been analyzed by PLM point counting as described below, and the results indicate the material contains less than one percent asbestos). Any material that contains greater than one percent asbestos is considered an ACM and must be handled according to Occupational Safety and Health Administration (OSHA), EPA, and applicable state and local regulations. The EPA National Emission Standard for Hazardous Air Pollutants (NESHAP) 40 CFR 61, Subparts A and M has a requirement related to inspection of suspect ACM in buildings. When the asbestos content of a friable material is visually estimated by PLM to be detectable but less than ten percent, your firm may elect to (1) assume the amount is greater than one percent and treat the material as asbestos- containing or (2) require verification of the amount by the PLM point counting technique. If the results obtained by point counting and visual estimation are different, the point count result must be used. When no asbestos is detected by PLM, point counting is not required. LEAD ASSESSMENT Homogeneous areas of suspected lead-containing coatings (paints) were identified and sampled in accessible areas throughout the Haller Middle School - Bleachers and Ticket Booth project area located at 600 E 1st Street in Arlington, Washington. Homogeneous painted surfaces were defined by substrate, application, and color. 4.1 Sampling Methodology Paint chip samples were collected to the substrate to ensure that all layers present at the location sampled were included in the laboratory analysis. Each sample was collected and stored in a heavy-duty, self-sealing plastic bag and delivered to NVL Laboratories in Seattle, Washington. Samples were analyzed via Atomic Absorption Spectrophotometry in accordance with Method EPA 7000B. NVL Laboratories in Seattle, Washington is accredited by the American Industrial Hygiene Association (AIHA) for lead analysis. 4.2 Lead Sampling Results Thirteen paint chip samples were collected and analyzed for lead. Seven samples had reportable concentrations of lead. The results of the analyses are presented in Table 4.2-1. Facilities | Environmental | Geotechnical | Materials 6 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 Table 4.2-1. Paint Chip Sample Results Paint Number and Sample Result Paint Location Description (in ppm) Pb1: Grey paint on wood Exterior siding of ticket booth <55 Pb2: Blue paint on wood Exterior accent paint of ticket booth <53 Pb3: White paint on gypsum Interior walls of ticket booth <54 wallboard Pb4: Grey paint on concrete Interior floor of ticket booth <50 Predominant paint throughout Pb5: Grey paint on wood 54 to 2,100 bleachers 1 and 2 Seats and accent paint of bleachers Pb6: Blue paint on wood 71 to 78 1 and 2 Pb7: Yellow paint on wood Railings and steps of bleachers 1 and 2 <55 Support columns of bleachers 1 and Pb8: Grey paint on metal 51 to 55 2 <: below the reporting limit, ppm: parts per million, BOLD: lead detected OTHER REGULATED BUILDING MATERIALS An inventory of mercury-containing fluorescent light tubes, switches and thermostats, HID lamps, and potential PCB-containing ballasts was conducted in accessible areas throughout the Haller Middle School - Bleachers and Ticket Booth project area located at 600 E 1st Street in Arlington, Washington. The inventory did not include stadium lighting not associated directly with the bleacher or ticket booth structures. 5.1 Methodology – Universal Wastes Mercury-containing light tubes were counted and documented in an inventory by length. Light tubes were determined to be four-foot tubes. Magnetic ballasts are suspected of containing PCBs in the potting material or in the dielectric fluid in the capacitor. Electronic ballasts are not suspected of containing PCBs. A Philips Advance Sensor Switch “ballast checker” was used to identify magnetic versus electronic ballasts. The ballast checker is used by pointing the device at a powered light fixture, and the device indicates whether the ballast is electronic or magnetic. Facilities | Environmental | Geotechnical | Materials 7 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 Where high intensity discharge lamps could not be accessed or examined, the following assumptions were made:  Each HID lamp contains one ballast  Each HID lamp contains a minimum of one mercury bulb, sodium vapor bulb, or metal halide bulb 5.2 Results Fluorescent light tubes were observed throughout the ticket booth building interior. HID lamps are present on the building exterior. Observed light ballasts were electronic and therefore not suspected of containing PCBs. Mercury- containing switches and thermostats were not observed in the project area. Universal wastes were identified in the following quantities: Table 5.2-1. Universal Wastes Results Approximate Other Regulated Building Materials Description Quantity (EA) Mercury-containing fluorescent light tubes (4’ length) 4 EA: each CONCLUSIONS AND RECOMMENDATIONS On January 27, 2025, Terracon conducted a regulated building materials inspection of the Haller Middle School - Bleachers and Ticket Booth structures located at 600 E 1st Street in Arlington, Washington. 6.1 Asbestos The results of the asbestos inspection conducted at Haller Middle School - Bleachers and Ticket Booth structures indicate that the following building materials sampled are ACMs or are assumed to contain greater than one percent asbestos. Table 6.1-1. ACM and Assumed ACM Material Approximate Material Description Material Location No. Quantity Roof of bleacher 1 9  Black asphaltic roofing between wood (M) 4,500 SF  ACM black mastic sheathing and metal roof Facilities | Environmental | Geotechnical | Materials 8 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 Material Approximate Material Description Material Location No. Quantity Roof of bleacher 2 10  Black asphaltic fibrous material between wood (M) 4,500 SF  ACM black asphaltic roofing sheathing and metal roof 11  Assumed ACM woven wire Throughout bleachers Not quantified (M) wrap Material No.: Homogenous material that is uniform in color, texture, general appearance, and construction and application date, M: Miscellaneous material per AHERA, SF: square feet Asbestos-related work must be performed in compliance with Washington State worker protection and environmental protection regulations. See WAC 296-62, WAC 296-65, and PSCAA Regulation III, Article 4 for additional information. Additional suspect ACMs may be present in areas not inspected or that were inaccessible or concealed. These spaces include, but are not limited to, above hard ceiling decks, electrical systems, pipe chases, spaces between wall/ceiling/door/floor cavities, interior of mechanical components, beneath foundation pads, etc. If future maintenance, renovation, and/or demolition activities make these areas accessible, Terracon recommends that a thorough inspection of these spaces be conducted at that time to identify and confirm the presence or absence of additional suspect ACMs. Until then, all such unidentified materials must be treated as assumed ACM in accordance with applicable federal, state, and local regulations. 6.2 Lead Seven of the samples analyzed were found to contain detectable concentrations of lead. The Washington State Department of Labor and Industries requires an exposure assessment be conducted during operations that may disturb the lead paint in such a way that the airborne exposure may reach or exceed the Action level of 30 micrograms per cubic meter (µg/m3) or the Permissible Exposure Limit of 50 µg/m3. The worker protection requirements of WAC 296-155-176 "Lead in Construction" may apply. Some of the coatings contained detectable concentrations of lead. If this building or portions of it will be demolished and disposed of, a toxicity characteristic leachate procedure (TCLP) sample that is representative of the waste stream must be collected and analyzed per the requirements of WAC 173-303. If the results of the TCLP analysis determine the waste to be a "dangerous waste" as defined by WAC 173-303, it must be disposed of accordingly. Facilities | Environmental | Geotechnical | Materials 9 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 6.3 Other Regulated Building Materials Fluorescent light tubes, HID lamps, switches, and thermostats may contain mercury. Fluorescent light ballasts and HID lamp ballasts may contain PCBs. In Washington State, even ballasts labeled with "No PCBs" may have regulated quantities of PCBs and therefore should be handled in accordance with Washington Department of Ecology requirements. Employers must inform their employees of mercury and PCB hazards in accordance with WAC 296-800-170. Fluorescent light tubes, HID lamps, switches, thermostats, and PCB light ballasts must be removed and recycled or disposed of prior to building demolition as per 40 CFR 262, 40 CFR 265, and WAC 173-303. LIMITATIONS This report presents the results of the regulated building materials inspection conducted at the Haller Middle School - Bleachers and Ticket Booth structures located at 600 E 1st Street in Arlington, Washington. The inspection was for the purposes of identifying ACM, lead-containing paint, mercury-containing components, PCB ballasts, and HID lamps prior to demolition. The lead paint chip sampling and reporting conducted as a part of this inspection does not nor is intended to meet the requirements of the Environmental Protection Agency’s Lead; Renovation, Repair, and Painting rule (RRP). Refer to EPA regulation 40CFR745 and Washington State regulation WAC 365-230 for additional information. Regulated building material inspections are non-comprehensive and subject to many limitations, including those presented below. Our inspection has considered risks pertaining to asbestos, lead in coatings, fluorescent lamps, mercury switches, PCB ballasts, and HID lamps; however, this inspection is limited to only those locations and materials included in the inspection. This inspection was not designed to identify all potential concerns or to eliminate all risks associated with renovation, demolition, material removal, construction, or transferring of property title. Evaluation of other risks not specifically described in the Scope of Work have not been included; for example: structural integrity; engineering loads; electrical; mechanical; radon gas; slope stability; building settlement; and evaluation of toxic and hazardous substances in, or in contact with, soil and groundwater. No warranty, expressed or implied, is made. Terracon has performed the services set forth in the Scope of Work in accordance with generally accepted industrial hygiene practices in the same or similar Facilities | Environmental | Geotechnical | Materials 10 Regulated Building Material Inspection Report Haller Middle School - Bleachers and Ticket Booth February 3, 2025 ■ Terracon Project No. 81257044 localities, related to the nature of the work accomplished, at the time the services were performed. The regulated building materials and conditions presented in this report represent those observed on the dates we conducted the sampling. This sampling is intended for the exclusive use of Arlington School District for specific application to the referenced property. This report does not replace nor can be used as professionally developed construction or demolition plans, specifications, or bidding documents. This report is not a legal opinion. 7.1 Reliance This Report(s) was prepared for the exclusive use and reliance of the Client. Reliance by any other party is prohibited without the written authorization of the Client and Terracon. If the Client is aware of additional parties that will require reliance on the Report, the names, addresses and relationship of these parties must be provided for to Terracon for approval. Terracon will grant reliance on the Report to those approved parties upon receipt of a fully executed Reliance Agreement (available upon request) and receipt of an additional fee of $450.00 per relying party. Reliance on the Report by the Client and all authorized parties will be subject to the terms, conditions and limitations stated in the Agreement for Services (and sections of this proposal incorporated therein), the Reliance Agreement, and the Report. Facilities | Environmental | Geotechnical | Materials 11 Appendix A Sample Location Figure(s) APPENDIX A BLEACHERS 2 TICKET BOOTH BLEACHERS 1 LEGEND PROJECT AREA Project Mngr: CA Project No. 81257044 SITE MAP EXHIBIT Drawn By: Scale: KA Not to Scale erracon Haller MS Bleachers and Ticket Booth Checked By: CA File No. Exhibit 1 Explore with us 600 E 1st St Approved By: Date: 21905 64th Avenue W, Ste 100 Mountlake Terrace, WA 98043 Arlington, Washington 1 SRP February 2025 PH. (425) 771-3304 FAX. (425) 771-3549 H-7-01 H-2-02 H-8-01 H-6-01 H-6-02 H-1-01 H-7-02 H-Pb3-01 H-8-02 H-4-01 H-Pb2-01 H-4-02 H-4-03 H-6-03 H-Pb1-01 H-5-02 H-8-03 H-2-03 H-7-03 H-5-01 H-Pb4-01 H-1-03 H-5-03 H-3-01 H-3-02 H-1-02 H-3-03 H-2-01 LEGEND XX-XX-XX XX-PbX-XX ASBESTOS SAMPLE NUMBER LEAD SAMPLE NUMBER MATERIAL NUMBER LEAD NUMBER PREFIX PREFIX Project Mngr: CA Project No. 81257044 TICKET BOOTH - SAMPLE LOCATION DIAGRAM EXHIBIT Drawn By: Scale: KA Not to Scale erracon Haller MS Bleachers and Ticket Booth Checked By: CA File No. Exhibit 2 Explore with us 600 E 1st St Approved By: Date: 21905 64th Avenue W, Ste 100 Mountlake Terrace, WA 98043 Arlington, Washington 2 SRP February 2025 PH. (425) 771-3304 FAX. (425) 771-3549 H-Pb7-01 H-Pb8-01 H-Pb6-01 H-9-02 H-9-03 H-Pb5-01 H-9-01 H-Pb5-02 LEGEND XX-XX-XX XX-PbX-XX ASBESTOS SAMPLE NUMBER LEAD SAMPLE NUMBER MATERIAL NUMBER LEAD NUMBER PREFIX PREFIX Project Mngr: CA Project No. 81257044 BLEACHERS 1 - SAMPLE LOCATION DIAGRAM EXHIBIT Drawn By: Scale: KA Not to Scale erracon Haller MS Bleachers and Ticket Booth Checked By: CA File No. Exhibit 3 Explore with us 600 E 1st St Approved By: Date: 21905 64th Avenue W, Ste 100 Mountlake Terrace, WA 98043 Arlington, Washington 3 SRP February 2025 PH. (425) 771-3304 FAX. (425) 771-3549 H-10-01 H-10-02 H-10-03 H-Pb5-03 H-Pb6-02 H-Pb8-02 H-Pb7-02 LEGEND XX-XX-XX XX-PbX-XX ASBESTOS SAMPLE NUMBER LEAD SAMPLE NUMBER MATERIAL NUMBER LEAD NUMBER PREFIX PREFIX Project Mngr: CA Project No. 81257044 BLEACHERS 2 - SAMPLE LOCATION DIAGRAM EXHIBIT Drawn By: Scale: KA Not to Scale erracon Haller MS Bleachers and Ticket Booth Checked By: CA File No. Exhibit 4 Explore with us 600 E 1st St Approved By: Date: 21905 64th Avenue W, Ste 100 Mountlake Terrace, WA 98043 Arlington, Washington 4 SRP February 2025 PH. (425) 771-3304 FAX. (425) 771-3549 Appendix B Photographs APPENDIX B Material 1 Material 2 Material 3 Material 4 APPENDIX B Material 5 Material 6 Material 7 Material 8 APPENDIX B Material 9 Material 10 Material 11 APPENDIX B Appendix C Asbestos Laboratory Analytical Results APPENDIX C January 30, 2025 Christina Anderson ARGUS PACIFIC, INC. A Terracon Company 21905 64th Avenue W, Suite 100 Mountlake Terrace, WA 98043 RE: Bulk Asbestos Fiber Analysis; NVL Batch # 2501618.00 Client Project: 81257044 Location: Haller MS- Bleachers and Ticket Booth Dear Ms. Anderson, Enclosed please find test results for the 30 sample(s) submitted to our laboratory for analysis on 1/28/2025. Examination of these samples was conducted for the presence of identifiable asbestos fibers using polarized light microscopy (PLM) with dispersion staining in accordance with U. S. EPA 40 CFR Appendix E to Subpart E of Part 763, Interim Method for the Determination of Asbestos in Bulk Insulation Samples and EPA 600/R-93/116, Method for the Determination of Asbestos in Bulk Building Materials. For samples containing more than one separable layer of materials, the report will include findings for each layer (labeled Layer 1 and Layer 2, etc. for each individual layer). The asbestos concentration in the sample is determined by calibrated visual estimation. For those samples with asbestos concentrations between 1 and 10 percent based on visual estimation, the EPA recommends a procedure known as point counting (NESHAPS, 40 CFR Part 61). Point counting is a statistically more accurate means of quantification for samples with low concentrations of asbestos. The detection limit for the calibrated visual estimation is <1%, 400 point counts is 0.25% and 1000 point counts is 0.1% Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. Please do not hesitate to call if there is anything further we can assist you with. Sincerely, Hilary Crumley, Manager Asbestos Laboratory Enc.: Sample Results page 1 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Lab ID: 250009865 Client Sample #: H-1-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 3 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles None Detected ND None Detected ND Paint Layer 2 of 3 Description: White compacted powdery material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles Cellulose 11% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Gypsum/Binder, Fine grains, Calcareous particles Cellulose 15% None Detected ND Lab ID: 250009866 Client Sample #: H-1-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: White compacted powdery material with paint and white fibrous mesh Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles Glass fibers 13% None Detected ND Layer 2 of 2 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Gypsum/Binder, Fine grains, Calcareous particles Cellulose 18% None Detected ND Glass fibers 4% Lab ID: 250009867 Client Sample #: H-1-03 Location: Haller MS- Bleachers and Ticket Booth Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 2 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Layer 1 of 3 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles None Detected ND None Detected ND Paint Layer 2 of 3 Description: White compacted powdery material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles Cellulose 13% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Gypsum/Binder, Fine grains, Calcareous particles Cellulose 16% None Detected ND Glass fibers 2% Lab ID: 250009868 Client Sample #: H-2-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles None Detected ND None Detected ND Paint Lab ID: 250009869 Client Sample #: H-2-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles None Detected ND None Detected ND Paint Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 3 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Lab ID: 250009870 Client Sample #: H-2-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles None Detected ND None Detected ND Paint Lab ID: 250009871 Client Sample #: H-3-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: White soft elastic material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Paint None Detected ND None Detected ND Layer 2 of 2 Description: Tan fibrous material with paint and beige adhesive Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive, Fine grains, Fine particles Cellulose 92% None Detected ND Paint Lab ID: 250009872 Client Sample #: H-3-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: White soft elastic material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Paint None Detected ND None Detected ND Layer 2 of 2 Description: Tan fibrous material with beige adhesive Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive, Fine grains, Fine particles Cellulose 89% None Detected ND Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 4 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Lab ID: 250009873 Client Sample #: H-3-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: White soft elastic material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Paint None Detected ND None Detected ND Lab ID: 250009874 Client Sample #: H-4-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Light beige brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles None Detected ND None Detected ND Layer 2 of 2 Description: Tan fibrous material with red adhesive and paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive, Fine particles Cellulose 97% None Detected ND Lab ID: 250009875 Client Sample #: H-4-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Beige brittle material with wood flakes Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Wood flakes Cellulose 6% None Detected ND Lab ID: 250009876 Client Sample #: H-4-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Beige brittle material with wood flakes Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Wood flakes Cellulose 5% None Detected ND Lab ID: 250009877 Client Sample #: H-5-01 Location: Haller MS- Bleachers and Ticket Booth Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 5 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Layer 1 of 1 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles None Detected ND None Detected ND Paint Lab ID: 250009878 Client Sample #: H-5-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Gray flaky paint material with debris Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Paint/Binder, Fine particles, Debris Cellulose 3% None Detected ND Lab ID: 250009879 Client Sample #: H-5-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: White compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine grains, Fine particles Cellulose 2% None Detected ND Paint Lab ID: 250009880 Client Sample #: H-6-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 23% None Detected ND Layer 2 of 2 Description: Pink fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Glass fibers 98% None Detected ND Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 6 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Lab ID: 250009881 Client Sample #: H-6-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 14% None Detected ND Layer 2 of 2 Description: Pink fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Glass fibers 98% None Detected ND Lab ID: 250009882 Client Sample #: H-6-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 19% None Detected ND Layer 2 of 2 Description: Pink fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Glass fibers 97% None Detected ND Lab ID: 250009883 Client Sample #: H-7-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Black asphaltic fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 58% None Detected ND Lab ID: 250009884 Client Sample #: H-7-02 Location: Haller MS- Bleachers and Ticket Booth Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 7 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Layer 1 of 1 Description: Black asphaltic fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 63% None Detected ND Lab ID: 250009885 Client Sample #: H-7-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Black asphaltic fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 59% None Detected ND Lab ID: 250009886 Client Sample #: H-8-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Brown soft elastic material with trace amount of paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Paint None Detected ND None Detected ND Lab ID: 250009887 Client Sample #: H-8-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Brown soft elastic material with trace amount of paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Paint None Detected ND None Detected ND Lab ID: 250009888 Client Sample #: H-8-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 1 Description: Brown soft elastic material with trace amount of paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Paint None Detected ND None Detected ND Lab ID: 250009889 Client Sample #: H-9-01 Location: Haller MS- Bleachers and Ticket Booth Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 8 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Layer 1 of 2 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Fine grains Cellulose 43% None Detected ND Layer 2 of 2 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Wood flakes Cellulose 8% Chrysotile 3% Lab ID: 250009890 Client Sample #: H-9-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic fibrous material with trace amount of paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Glass fibers 51% None Detected ND Cellulose 8% Layer 2 of 2 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles None Detected ND Chrysotile 3% Lab ID: 250009891 Client Sample #: H-9-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic fibrous material with trace amount of paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Glass fibers 54% None Detected ND Cellulose 6% Layer 2 of 2 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles None Detected ND Chrysotile 2% Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 9 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Lab ID: 250009892 Client Sample #: H-10-01 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic fibrous material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Paint Cellulose 56% None Detected ND Layer 2 of 2 Description: Black asphaltic material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Paint Cellulose 5% Chrysotile 6% Wood flakes Lab ID: 250009893 Client Sample #: H-10-02 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic fibrous material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Paint Cellulose 61% None Detected ND Layer 2 of 2 Description: Black asphaltic material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Paint Cellulose 3% Chrysotile 8% Wood flakes Lab ID: 250009894 Client Sample #: H-10-03 Location: Haller MS- Bleachers and Ticket Booth Layer 1 of 2 Description: Black asphaltic fibrous material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Paint Cellulose 57% None Detected ND Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116andEPA40CFRAppendixEtoSubpartEofPart763withthefollowingmeasurementuncertaintiesforthereported%Asbestos(1%=0-3%, 5%=1-9%,10%=5-15%,20%=10-30%,50%=40-60%).Thisreportrelatesonlytotheitemstested. IfsamplewasnotcollectedbyNVLpersonnel,thenthe accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 10 of 15 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy < Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501618.00 Address: 21905 64th Avenue W, Suite 100 Client Project #: 81257044 Mountlake Terrace, WA 98043 Date Received: 1/28/2025 Samples Received: 30 Attention: Ms. Christina Anderson Samples Analyzed: 30 Project Location: Haller MS- Bleachers and Ticket Booth Method: EPA/600/R-93/116 Layer 2 of 2 Description: Black asphaltic material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles, Paint Cellulose 4% Chrysotile 9% Wood flakes Sampled by: Client Analyzed by: Akane Yoshikawa Date:01/30/2025 Reviewed by: Hilary Crumley Date:01/30/2025 Hilary Crumley, Manager Asbestos Laboratory Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and EPA 40 CFR Appendix E to Subpart E of Part 763 with the following measurement uncertainties for the reported % Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%, 50%=40-60%). This report relates only to the items tested. If sample was not collected by NVL personnel, then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government ASB-02 page 11 of 15 ASBESTOS LABORATORY SERVICES Company ARGUS PACIFIC, INC. A Terracon NVL Batch Number 2501618.00 Address Company21905 64th Avenue W, Suite 100 TAT 2 Days AH No Mountlake Terrace, WA 98043 Rush TAT Project Manager Ms. Christina Anderson Due Date 1/30/2025 Time 12:00 PM Phone (206) 285-3373 Email christina@arguspacific.com Cell (360) 303-7452 Fax (206) 285-3927 Project Name/Number:81257044 Project Location: Haller MS- Bleachers and Ticket Booth Subcategory PLM Bulk Item Code ASB-02 EPA 600/R-93-116 Asbestos by PLM <bulk> Metals Total Number of Samples 30 Rush Samples Lab ID Sample ID Description A/R 1 250009865 H-1-01 A 2 250009866 H-1-02 A 3 250009867 H-1-03 A 4 250009868 H-2-01 A 5 250009869 H-2-02 A 6 250009870 H-2-03 A 7 250009871 H-3-01 A 8 250009872 H-3-02 A 9 250009873 H-3-03 A 10 250009874 H-4-01 A 11 250009875 H-4-02 A 12 250009876 H-4-03 A 13 250009877 H-5-01 A 14 250009878 H-5-02 A 15 250009879 H-5-03 A 16 250009880 H-6-01 A 17 250009881 H-6-02 A 18 250009882 H-6-03 A Print Name Signature Company Date Time Sampled by Client Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Fatima Khan NVL 1/28/25 1200 Analyzed by Akane Yoshikawa NVL 1/30/25 Results Called by Faxed Emailed Special Instructions: Date: 1/28/2025 Time: 1:11 PM Entered By: Laura Carcone page 12 of 15 ASBESTOS LABORATORY SERVICES Company ARGUS PACIFIC, INC. A Terracon NVL Batch Number 2501618.00 Address Company21905 64th Avenue W, Suite 100 TAT 2 Days AH No Mountlake Terrace, WA 98043 Rush TAT Project Manager Ms. Christina Anderson Due Date 1/30/2025 Time 12:00 PM Phone (206) 285-3373 Email christina@arguspacific.com Cell (360) 303-7452 Fax (206) 285-3927 Project Name/Number:81257044 Project Location: Haller MS- Bleachers and Ticket Booth Subcategory PLM Bulk Item Code ASB-02 EPA 600/R-93-116 Asbestos by PLM <bulk> Metals Total Number of Samples 30 Rush Samples Lab ID Sample ID Description A/R 19 250009883 H-7-01 A 20 250009884 H-7-02 A 21 250009885 H-7-03 A 22 250009886 H-8-01 A 23 250009887 H-8-02 A 24 250009888 H-8-03 A 25 250009889 H-9-01 A 26 250009890 H-9-02 A 27 250009891 H-9-03 A 28 250009892 H-10-01 A 29 250009893 H-10-02 A 30 250009894 H-10-03 A Print Name Signature Company Date Time Sampled by Client Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Fatima Khan NVL 1/28/25 1200 Analyzed by Akane Yoshikawa NVL 1/30/25 Results Called by Faxed Emailed Special Instructions: Date: 1/28/2025 Time: 1:11 PM Entered By: Laura Carcone page 13 of 15 page 14 of 15 page 15 of 15 Appendix D Lead Laboratory Analytical Results APPENDIX D January 29, 2025 Christina Anderson ARGUS PACIFIC, INC. A Terracon Company 21905 64th Avenue W, Suite 100 Mountlake Terrace, WA 98043 NVL Batch # 2501623.00 RE: Total Metal Analysis Method: EPA 7000B Lead by FAA <paint> Item Code: FAA-02 Client Project: 81257044 Location: Haller MS- Bleachers and Ticket Booth Dear Ms. Anderson, NVL Labs received 13 sample(s) for the said project on 1/28/2025. Preparation of these samples was conducted following protocol outlined in EPA 3051/7000B , unless stated otherwise. Analysis of these samples was performed using analytical instruments in accordance with EPA 7000B Lead by FAA <paint>. The results are usually expressed in mg/Kg and percentage (%). Test results are not blank corrected. For recent regulation updates pertaining to current regulatory levels or permissible exposure levels, please call your local regulatory agencies for more detail. At NVL Labs all analyses are performed under strict guidelines of the Quality Assurance Program. If samples were collected by the customer, then the reported test results apply only to the samples as received by NVL Labs. This report is considered highly confidential and will not be released without your approval. Samples are archived after two weeks from the analysis date. Please feel free to contact us at 206-547-0100, in case you have any questions or concerns. Sincerely, Shalini Patel, Manager Metals/Org Laboratory Enc.: Sample results page 1 of 4 Analysis Report Total Lead (Pb) Client: ARGUS PACIFIC, INC. A Terracon Company Batch #: 2501623.00 Address: 21905 64th Avenue W, Suite 100 Matrix: Paint Mountlake Terrace, WA 98043 Method: EPA 3051/7000B Client Project #: 81257044 Attention: Ms. Christina Anderson Date Received: 1/28/2025 Project Location: Haller MS- Bleachers and Ticket Booth Samples Received: 13 Samples Analyzed: 13 Sample RL in Results Results in Lab ID Client Sample # Weight (g) mg/Kg in mg/Kg percent 250009901 H-Pb1-01 0.1810 55 <55 <0.0055 250009902 H-Pb2-01 0.1882 53 <53 <0.0053 250009903 H-Pb3-01 0.1864 54 <54 <0.0054 250009904 H-Pb4-01 0.2005 50 <50 <0.0050 250009905 H-Pb5-01 0.1883 53 1500 0.15 250009906 H-Pb5-02 0.2042 49 2100 0.21 250009907 H-Pb6-01 0.2036 49 71 0.0071 250009908 H-Pb6-02 0.1843 54 78 0.0078 250009909 H-Pb7-01 0.1926 52 <52 <0.0052 250009910 H-Pb7-02 0.1808 55 <55 <0.0055 250009911 H-Pb8-01 0.1807 55 2600 0.26 250009912 H-Pb8-02 0.1957 51 1600 0.16 250009913 H-Pb5-03 0.1855 54 54 0.0054 Sampled by: Client Analyzed by: Yasuyuki Hida Date Analyzed: 01/29/2025 Reviewed by: Shalini Patel Date Issued: 01/29/2025 Shalini Patel, Manager Metals/Org Laboratory mg/ Kg =Milligrams per kilogram RL = Reporting Limit Percent = Milligrams per kilogram / 10000 '<' = Below the reporting Limit Note : Method QC results are acceptable unless stated otherwise. Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. Bench Run No: 2025-0129-02 FAA-02 page 2 of 4 LEAD LABORATORY SERVICES Company ARGUS PACIFIC, INC. A Terracon NVL Batch Number 2501623.00 Address Company21905 64th Avenue W, Suite 100 TAT 2 Days AH No Mountlake Terrace, WA 98043 Rush TAT Project Manager Ms. Christina Anderson Due Date 1/30/2025 Time 12:00 PM Phone (206) 285-3373 Email christina@arguspacific.com Cell (360) 303-7452 Fax (206) 285-3927 Project Name/Number:81257044 Project Location: Haller MS- Bleachers and Ticket Booth Subcategory Flame AA (FAA) Item Code FAA-02 EPA 7000B Lead by FAA <paint> Metals Total Number of Samples 13 Rush Samples Lab ID Sample ID Description A/R 1 250009901 H-Pb1-01 A 2 250009902 H-Pb2-01 A 3 250009903 H-Pb3-01 A 4 250009904 H-Pb4-01 A 5 250009905 H-Pb5-01 A 6 250009906 H-Pb5-02 A 7 250009907 H-Pb6-01 A 8 250009908 H-Pb6-02 A 9 250009909 H-Pb7-01 A 10 250009910 H-Pb7-02 A 11 250009911 H-Pb8-01 A 12 250009912 H-Pb8-02 A 13 250009913 H-Pb5-03 A Print Name Signature Company Date Time Sampled by Client Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Fatima Khan NVL 1/28/25 1200 Analyzed by Yasuyuki Hida NVL 1/29/25 Results Called by Faxed Emailed Special Instructions: Date: 1/28/2025 Time: 1:46 PM Entered By: Laura Carcone page 3 of 4 page 4 of 4 Appendix E Personnel and Laboratory Accreditations APPENDIX E Certificate of Completion This is to certify that Krista Anderson has satisfactorily completed 4 hours of online refresher training as an AHERA Building Inspector to comply with the training requirements of TSCA Title II, 40 CFR 763 (AHERA) EPA Provider # 1085 194529 Certificate Number Jul 31, 2024 Expires in 1 year. Instructor:David Welch Date(s) of Training Exam Score:N/A (if applicable) TERRACON TRAINING - FORMERLY ARGUS PACIFIC / 21905 64TH AVE W, SUITE 100 / MOUNTLAKE TERRACE, WASHINGTON 98043 / 206.285.3373 / EHS-TRAINING-TERRACON.COM United States Department of Commerce National Institute of Standards and Technology Certificate of Accreditation to ISO/IEC 17025:2017 NVLAP LAB CODE: 102063-0 NVL Laboratories, Inc. Seattle, WA is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for: Asbestos Fiber Analysis This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2017. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communique on ISO/IEC 17025). 2024-10-01 through 2025-09-30 Effective Dates For the National Voluntary Laboratory Accreditation Program H A L L E R M I D D L E S C H O O L B L E A C H E R D E M O L I T I O N A R L I N G T O N P U B L I C S C H O O L S 7359 REGISTERED A r l i n g t o n , W a s h i n g t o n ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON B I D S E T F E B R U A R Y 1 8 , 2 0 2 5 A B B R E V I A T I O N S P R O J E C T D A T A P R O J E C T T E A M S H E E T I N D EX @ AT ID INSIDE DIAMETER PROJECT DESCRIPTION OWNER GENERAL AB ANCHOR BOLT IE INVERT ELEVATION DEMOLITION OF TWO EXISTING, WOOD FRAMED GRANDSTANDS INCLUDING ROOF ARLINGTON SCHOOL DISTRICT #16 G0.00 COVER SHEET ACT ACOUSTICAL CEILING TILE INCL INCLUDE OR INCLUDING STRUCTURE, SEATING, AND FOOTINGS. DEMOLITION OF AN EXISTING WOOD FRAMED 315 FRENCH AVE ADJ ADJACENT INT INTERIOR TICKET BOOTH AND CONCRETE SLAB. ARLINGTON, WA 98223 SURVEY AFF ABOVE FINISH FLOOR INSUL INSULATION PHONE: 360.618.6200 ALUM ALUMINUM JT JOINT C1.0 PLANNING DEMO & SWPPP ANOD ANODIZED JST JOIST PROJECT ADDRESS C1.1 NOTES & DETAILS ASSY ASSEMBLY L ANGLE 600 E 1ST ST ARCHITECT ATTACH ATTACHMENT LAM LAMINATE ARLINGTON, WA 98223 McGranahanPBK ARCHITECTURAL DEMOLITION ALT ALTERNATE LB OR # POUND 2111 PACIFIC AVENUE, SUITE 100 AD1.01 ARCHITECTURAL SITE DEMOLITION PLAN BD OR BRD BOARD LLH LONG LEG HORIZONTAL TACOMA, WA 98402 BITM BITUMINOUS LLV LONG LEG VERTICAL AD1.02 ENLARGED SITE DEMOLITION PLAN BLDG BUILDING LOC LOCATION AD1.03 DEMOLITION SITE PHOTOS BLKG BLOCKING MATL MATERIAL CIVIL ENGINEER AD1.04 DEMOLITION SITE PHOTOS BM BEAM MAX MAXIMUM HARMSEN LLC BO BOTTOM OF MB MACHINE BOLT INCL WASHER / NUT 2822 COLBY AVE, SUITE 300 BOTT BOTTOM MECH MECHANICAL EVERETT, WA 98201 BRG BEARING M/E/P OR MEP MECHANICAL, ELECTRICAL, AND PLUMBING BTWN BETWEEN MFR MANUFACTURER CB CATCH BASIN MIN MINIMUM ABATEMENT CONSULTANT CEM CEMENT MTL METAL TERRACON CONSULTANTS INC. CJ CONTROL JOINT NIC NOT IN CONTRACT 21905 64TH AVENUE W, SUITE 100 CLG CEILING NO NUMBER MOUNTLAKE TERRACE, WA 98043 CMU CONCRETE MASONRY UNITS NR NOT RATED CO CLEAN OUT NOM NOMINAL COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CORR CORRIDOR OD OUTSIDE DIAMETER CORRUG CORRUGATED OF OVERFLOW CL CENTERLINE OPER OPERABLE CLR CLEAR OPP OPPOSITE HANDE CONN CONNECT OVHD OVERHEAD CONT CONTINUOUS OVHG OVERHANG CSK COUNTERSINK PENE PENETRATION p r o j e c t_ CW CURTAINWALL PERF PERFORATED DBL DOUBLE PI POST INDICATOR HALLER MS BLEACHER DEMO DEMOLISH PL PLATE DEMOLITION DIA, Ø DIAMETER PNL PANEL c l i e n t_ DN DOWN PNT PAINT ARLINGTON SCHOOL DISTRICT DO DITTO OR REPEAT ADJACENT ELEMENT PR PAIR DR DOOR PROT PROTECTION DS DOWNSPOUT PSI POUNDS PER SQUARE INCH PROJECT l o c a t i o n_ DWG(S) DRAWING(S) PT PRESSURE OR PRESERVATIVE TREATED NORTH ARLINGTON, WA (E) OR EXIST EXISTING PVC POLYVINYL CHLORIDE G E N E R A L P R O J E C T N O T E S V I C I N I T Y M A P EA EACH PW OR PLYWD PLYWOOD EJ EXPANSION JOINT RAD RADIUS ELECT ELECTRICAL RD ROOF DRAIN 1. REFERENCE FIRST SHEET IN EACH DRAWING SERIES FOR ADDITIONAL APPLICABLE GENERAL NOTES. Project No.2010.720 ELEV OR EL ELEVATION RE REFER TO EMER EMERGENCY REQD REQUIRED 2. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON THE EMBED EMBEDMENT RWL RAIN WATER LEADER COVER SHEET DRAWINGS AND SPECIFICATIONS. ENL ENLARGED SAM SELF ADHERED MEMBRANE EPS EXPANDED POLYSTRENE SCHED SCHEDULE 3. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. THE CONTRACTOR EQ EQUAL SCL STRUCTURAL COMPOSITE LUMBER SHALL INVESTIGATE VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE EQUIP EQUIPMENT SF STOREFRONT OWNER/ARCHITECT OF CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. EXP EXPANSION SHEATH SHEATHING EXT EXTERIOR SHT SHEET 4. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE WHICH ARE. EXTR EXTRUDED SIM SIMILAR WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED THE CONTRACTOR SHALL FF FACTORY FINISH SPEC SPECIFICATION NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. FH FIRE HYDRANT SQ SQUARE FIN FINISH(ED) SQIN SQUARE INCHES 5. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS (NIC) IS NOT IN CONTRACT. THE CONTRACTOR SHALL FLASHG FLASHING S/S OR SS STAINLESS STEEL COORDINATE ALL TRADES OF HIS WORK, WHETHER DIRECTLY OR INDIRECTLY INVOLVED, WITH NIC WORK. i s s u e d_ FLR FLOOR STD STANDARD FM FACTORY MUTUAL T & G TOUNGE AND GROOVE BID SET 18 FEB 25 6. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING AUTHORITIES AND FOIC FURNISHED BY OWNER TERM TERMINATION SHALL BE OF BEST PRACTICE OF EACH TRADE. INSTALLED BY CONTRACTOR TO TOP OF FOIO FURNISHED BY OWNER TRTD TREATED 7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS. . r e v i s i o n_ INSTALLED BY OWNER TYP TYPICAL FO FACE OF TS TUBE STEEL 8. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR IS TO FRM FRAME UL UNDERWRITERS LABORATORY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/ CORRECTIONS. FRMG FRAMING UNO UNLESS NOTED OTHERWISE FT FOOT OR FEET U/S UNDERSIDE GA GAUGE VIF VERIFY IN FIELD GALV GALVANIZED VERT VERTICAL GL GLASS W/ WITH PROJECT SITE GLU-LAM GLUE LAMINATED WF WIDE FLANGE GWB GYPSUM WALL BOARD WDO WINDOW GYP GYPSUM WD WOOD HGT HEIGHT WR WATER RESISTANT HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HSS HOLLOW STRUCTURAL SHAPE d r a w n_ CAL c h e c k e d_ CJL s h e e t_ ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 4 2/18/2025 10:06:15 AM G0.00 a l l r i g h t s r e s e r v e d SECTION 11, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. SD 0 30 60 Feet POST SD SD SD SD SD SD SD . . . . . . SD SD SD SD SD SD SD SD SD SD SD SD SD REVISIONS SD SD SD EXISTING SD (425) 252-1884(206) 343-5903 EDGE OF SD GRAVEL SD ENGINEERSSURVEYORS SD SD LEGEND: SD DEMO EXISTING STRUCTURE/ SD CONCRETE PAD SD SD SD SD INLET PROTECTION SD SD CLEARING LIMITS SD 2822 COLBY AVE., SUITE 300EVERETT, WA 98201 SD DISTURBED AREA: 0.49 ACRES SD CONSTRUCTION SEQUENCE: SD 1. PRECON MEETING WITH CITY OF ARLINGTON SD IRR 2. INSTALL SWPPP ELEMENTS 3. DEMO STRUCTURES SD 4. REPLACED FOUNDATIONS WITH 6" CSBC 5. TREAT ALL AFFECTED PERVIOUS AREAS WITH TOPSOIL PER BMP T5.13 SD SD 1/29/2025 FOR STRUCTURE DEMOLITION INFORMATION: SD REFER TO DETAILED DEMOLITION PLAN PROVIDED BY MCGRANAHAN ARCHITECTS SD SD SD SD SD SD SD SD SD SD PLANNING SD DEMO & SWPPP 600 E 1ST STREET ARLINGTON, WA 98223 SD SD SD SD SD SD HALLER MIDDLE SCHOOL DEMOLITION DATE: 01/28/2025 JOB #: 24-0412 CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. Know what's below. BY: __________________________________________________________ Call before you dig. Development Services Manager DATE: _________________ THIS APPROVAL IS VALID FOR 18 MONTHS C1.0 P:\WORK\PROJECTS\2024\24HRM0412 MCGRANAHAN ARCH-HALLER MS\CE\DWG\PROJECT\C1.0 DEMO & SWPPP.DWG 1/29/2025 UNPUBLISHED WORK COPYRIGHT © 2025 BY HARMSEN LLC. SWPP NOTES: GENERAL CONSTRUCTION NOTES: 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL (TESC) PLAN DOES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. A COPY SITE. AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. THE CITY INSPECTOR AT THEIR REQUEST. 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A 3. THE TESC BMP’S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER GRADING PERMIT, RIGHT-OFWAY PERMIT, AND UTILITY PERMITS, FROM THE CITY. ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, LEAVE THE SITE, OR DEVELOPER/CONTRACTOR. VIOLATE APPLICABLE WATER QUALITY STANDARDS. MAINTENANCE, REPALCEMENT, AND 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/ CONTRACTOR SHALL UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY. THE CONSTRACTOR SHALL CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. SCHEDULE THE PRECONSTRUCTION CONFERENCE BY CALLING (360) 403-3500. PRIOR TO 4. THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THE TESC PLAN, SHALL BE SCHEDULING, THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION. NO CONTROL PLAN, CITY PERMITS, TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, DISTURBANCE BEYOND THE FENCED OR FLAGGED CLEARING LIMITS SHALL BE PERMITTED. PERFORMANCE BOND, COPY OF OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR’S THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE LICENSE, AND PROOF OF INSURANCE COVERAGE. . . . . . . DURATION OF THE CONSTRUCTION PROJECT. 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR CONSTRUCTION IS IN PROGRESS. 3 2 1 THE ANTICIPATED SITE CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, THESE TESC 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED REVISIONS FACILITIES SHALL BE UPGRADED AND ADDED TO AS NEEDED, FOR UNEXPECTED STORM PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY THE CITY. FROM THE OWNER, THE CITY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN PHONE NUMBER OF THE CONTRACTOR’S CERTIFIED EROSION CONTROL SUPERVISOR ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL PRIOR TO STARTING CONSTRUCTION. THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. OF ALL UTILITY LOCATIONS. 8. BETWEEN OCTOBER 1 AND APRIL 30, DISTURBED AREAS THAT ARE TO BE LEFT 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE IMMEDIATELY COVERED BY MULCH, DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SOD OR PLASTIC COVERING. BETWEEN MAY 1 AND SEPTEMBER 30, DISTURBED AREAS SERVICE (1-800-424-5555 OR 811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. (425) 252-1884(206) 343-5903 THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, REPRESENTATIVES OF THE CITY OF ARLINGTON. IT SHALL BE THE CONTRACTOR'S ENGINEERSSURVEYORS PRE-TREATMENT/SEDIMENT POND, AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING INCHES. PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL INSPECTION. MEASURES, SHALL PROVIDE ADEQUATE STORAGE CAPACITY, AND SHALL BE CLEANED OUT 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL ENTIRELY ONCE THE SITE IS STABILIZED. IF THE PERMANENT FACILITY IS TO ULTIMATELY TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE FUNCTION AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. TEMPORARY SETTLING BASIN. 10. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF “AS- BUILT” PLANS SHOWING 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST ALL FIELD CHANGES AND MODIFICATIONS. IMMEDIATELY AFTER CONSTRUCTION GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER COMPLETION, THE CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO ACRE. THE CITY. THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES, OR 3,000 POUNDS PER ACRE. 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC 2822 COLBY AVE., SUITE 300EVERETT, WA 98201 MEASURES BECOME DAMAGED. 16. UPON COMPLETION OF THE PROJECT, ALL BMP’S SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY. IF BMP’S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION, ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY INSPECTOR. 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE CONVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGEINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT THE PROJECT COMPLETION, DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.13 OF THE 2014 SWMMWW, POST CONSTRUCTION SOIL QUALITY AND DEPTH. 1/29/25 RUNOFF WATER WITH SEDIMENT GRATE OIL ABSORBENT MATERIAL FILTER FABRIC INSERT SEDIMENT CATCH BASIN 600 E 1ST STREETNOTES & DETAILS FILTERED ARLINGTON, WA 98223 WATER "GULLYWASHER", "SILT SACK" OR OTHER APPROVED CATCH BASIN INSERT MAY BE USED FOR INLET PROTECTION. CONTACT: PRICE-MOON ENTERPRISES PH: 360.563.6709, OR "SILTSACK" BY ACF ENVIRONMENTAL AT PH: 1.800.644.9223 (OR APPROVED EQUAL) HALLER MIDDLE SCHOOL DEMOLITION DATE: 01/28/2025 JOB #: 24-0412 CITY OF ARLINGTON WSDOT STANDARD DETAILS CONSTRUCTION DRAWING REVIEW APPROVAL I-40.20-00 STORM DRAIN INLET PROTECTION THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE I-10.10-01 HIGH VISIBILITY FENCE CONDITIONS ON THE TITLE SHEET. Know what's below. BY: __________________________________________________________ Call before you dig. Development Services Manager DATE: _________________ THIS APPROVAL IS VALID FOR 18 MONTHS C1.1 P:\WORK\PROJECTS\2024\24HRM0412 MCGRANAHAN ARCH-HALLER MS\CE\DWG\PROJECT\C1.1 NOTES & DETAILS.DWG 1/29/2025 UNPUBLISHED WORK COPYRIGHT © 2025 BY HARMSEN LLC. L E G E N D G E N E R A L N O T E S CONTRACTOR SITE ACCESS 1. CONTRACTOR TO AVOID TRACK AND FIELD DURING WORK AND TO PROTECT BOTH FROM DAMAGE. AREA OF NO WORK AREA OF WORK CONTRACTOR STAGING AREA ITEMS TO BE DEMOLISHED (E) FENCE 7359 REGISTERED ARCHITECT (E) EXISTING BUILDING CHRISTOPHER J. LILLEY STATE OF WASHINGTON FIRST STREET (E) HALLER MIDDLE SCHOOL FRENCH AVENUE BUILDING NOT STILLAGUAMISH AVENUE PART OF (E) TICKET BOOTH SCHOOL p r o j e c t_ (E) MUSIC BLDG (E)STORAGE HALLER MS BLEACHER DEMOLITION SHED c l i e n t_ (E) CONC PAD ARLINGTON SCHOOL DISTRICT l o c a t i o n_ ARLINGTON, WA (E) GREEN (E) BLEACHER HOUSE Project No.2010.720 ARCHITECTURAL SITE DEMOLITION PLAN i s s u e d_ BID SET 18 FEB 25 . r e v i s i o n_ (E) BLEACHER CONSTRUCTION ACCESS TO SOUTHERN BLEACHER THROUGH TEMPORARY REMOVAL AND REPLACEMENT OF EXISTING CHAIN-LINK FENCE. CONTRACTOR TO PROTECT SIDEWALK AND CURB AND TO REPAIR ANY DAMAGE CAUSED DURING WORK. d r a w n_ CAL PROJECT c h e c k e d_ NORTH OVERALL SITE DEMOLITION PLAN CJL 1" = 60'-0" s h e e t_ ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 4 2/18/2025 10:06:15 AM AD1.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES SITE DEMOLITION LEGEND DEMO GENERAL NOTES 7 THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE ________ 01 REMOVE AND SALVAGE EXISTING PLAQUE. SEE: EXISTING BUILDING DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE AD1.03 DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH ENTIRE EXISTING BLEACHER; INCLUDING ALL ROOFS, WALLS, STRUCTURE, FOUNDATIONS AND SLABS, SITE INSPECTION PRIOR TO BIDDING. MECHANICAL, PLUMBING, ELECTRICAL AND UTILITY SYSTEMS. ELECTRICAL SERVICES TO THESE STRUCTURES WILL BE BUILDING ITEM TO BE DEMOLISHED IN ITS DISCONNECTED BY OTHERS PRIOR TO THE START OF THIS PROJECT. SEE HAZARDOUS MATERIAL SURVEY FOR ENTIRETY 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED ABATEMENT REQUIREMENTS AT ALL STRUCTURES. OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. AREA OF NO WORK 03 DEMOLISH ENTIRE EXISTING TICKET BOOTH; INCLUDING ALL ROOFS, WALLS, STRUCTURE, FOUNDATIONS AND SLABS, MECHANICAL, PLUMBING, ELECTRICAL AND UTILITY SYSTEMS. SEE HAZARDOUS MATERIAL SURVEY FOR ABATEMENT 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR REQUIREMENTS AT ALL STRUCTURES. NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS AREA OF WORK IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 04 DEMOLISH EXISTING CONCRETE PAD. 7359 REGISTERED 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED ARCHITECT 05 PROTECT (E) LIGHT POLES TO REMAIN. 1 EXISTING CONDITION PHOTOGRAPH TAG, SEE OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS DEMO PLAN FOR LOCATIONS AND SHEETS CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. AD1.03-AD1.04 FOR PHOTOGRAPHS 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN REPORT DURING DEMOLITION. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. 7. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 8. SEE 01 10 00 - SUMMARY OF WORK FOR LIMITATIONS ON WORKING HOURS AFTER APRIL 7, 2025. 3 (E) GATE TO REMAIN (E) VEHICLE GATE TO REMAIN 03 EXISTING RESTROOM / STORAGE BUILDING TO REMAIN 2 04 7 01 02 05 05 BLEACHER ROOF STRUCTURE OVERHEAD NO CONSTRUCTION ACTIVITIES ARE ALLOWED ON OR WITHIN THE EXISTING RUNNING TRACK, OR ON THE p r o j e c t_ EXISTING FIELD, INCLUDING D ZONES. CONTRACTOR WILL HALLER MS BLEACHER BE RESPONSIBLE FOR PROTECTING THE TRACK AND DEMOLITION c l i e n t_ FIELD FROM ANY POTENTIAL DAMAGE FROM ADJACENT ARLINGTON SCHOOL DISTRICT DEMO WORK AND RESTORING ANY DAMAGED SURFACES l o c a t i o n_ PRIOR TO SUBSTANTIAL COMPLETION. ARLINGTON, WA Project No.2010.720 ENLARGED SITE DEMOLITION 1 PLAN i s s u e d_ BID SET 18 FEB 25 . r e v i s i o n_ BLEACHER ROOF STRUCTURE OVERHEAD 9 05 5 8 05 10 02 ~ 4 6 d r a w n_ CAL PROJECT c h e c k e d_ NORTH ENLARGED FIRST FLOOR SITE DEMOLITION PLAN CJL 1/32" = 1'-0" s h e e t_ ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 4 2/18/2025 10:06:16 AM AD1.02 a l l r i g h t s r e s e r v e d 7359 REGISTERED ARCHITECT 01 CHRISTOPHER J. LILLEY STATE OF WASHINGTON 03 (E) FENCE AND GATE TO REMAIN, TYP TICKET BOOTH N.T.S. 3 MEMORIAL PLAQUE ON NORTHERN BLEACHER TYPICAL ROOF STRUCTURE 05 TYP N.T.S. 7 N.T.S. 5 04 p r o j e c t_ HALLER MS BLEACHER DEMOLITION c l i e n t_ ARLINGTON SCHOOL DISTRICT l o c a t i o n_ ARLINGTON, WA BACK SIDE OF SOUTHERN BLEACHER N.T.S. 2 Project No.2010.720 DEMOLITION SITE PHOTOS i s s u e d_ BID SET 18 FEB 25 . r e v i s i o n_ d r a w n_ CAL c h e c k e d_ STORAGE BELOW SOUTHERN BLEACHER TYPICAL BLEACHER STRUCTURAL BAY SOUTHERN BLEACHER FROM FIELD CJL N.T.S. 6 N.T.S. 4 N.T.S. 1 s h e e t_ ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 4 2/18/2025 10:06:18 AM AD1.03 a l l r i g h t s r e s e r v e d 05 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON LIGHT POST N.T.S. 9 p r o j e c t_ HALLER MS BLEACHER DEMOLITION c l i e n t_ ARLINGTON SCHOOL DISTRICT l o c a t i o n_ ARLINGTON, WA Project No.2010.720 DEMOLITION SITE PHOTOS i s s u e d_ BID SET 18 FEB 25 . r e v i s i o n_ d r a w n_ CAL c h e c k e d_ END OF NORTHERN BLEACHER CLOSEUP OF NORTHERN BLEACHER CJL N.T.S. 10 N.T.S. 8 s h e e t_ ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 4 2/18/2025 10:06:19 AM AD1.04 a l l r i g h t s r e s e r v e d       Permit #: 6381 Permit Date: 02/20/25 Permit Type: DEMOLITION Project Name: Haller Middle School Bleacher Applicant Name: McGranahan Applicant Address: 2111 Pacific Avenue Applicant, City, Tacoma, Wa, 98402 State, Zip: Contact: Chris Lilley Phone: 253-383-3084 Email: chris.lilley@mcgranahan.com Scope of Work: Demolition of (2) existing wooden bleacher structures, and a wood framed ticket booth, including the roof, seating, structure and footing Valuation: 240000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/29/2025 Permit Expires: 10/28/2025 Form Permit Type: DEMOLITION Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel # Address Legal Description Owner Name Owner Phone Zoning ARLINGTON SCHL 681 Nursery, Primary 31051100102100 600 E 1st St DIST 16 & Secondary School Contractors Contractor Primary Contact Phone Address Contractor Type License License # CONSTRUCTION Ascendent LLC PO Box 1150 UBI 602142311 CONTRACTOR CONSTRUCTION Construction Ascendent LLC PO Box 1150 ASCENL*996N9 CONTRACTOR Contractor Plan Reviews Date Review Type Description Assigned To Review Status 02/24/2025 DEMOLITION BUILDING Approved Development 02/24/2025 DEMOLITION No civil comments Approved Services Manager 02/24/2025 DEMOLITION PLANNING Approved 02/24/2025 DEMOLITION No comments, LT, KDS, & KSS PW-ADMIN-GIS Approved If there is any buildings to be demo'd with sewer, lines 02/24/2025 DEMOLITION PW-SEW-REV Approved will need to be capped prior to demo. JW If there is any buildings to be demo'd with water, lines will 02/24/2025 DEMOLITION PW-WAT-REV Approved need to be capped prior to demo. GUS No Comment 02/24/2025 DEMOLITION AIRPORT Received Fees Fee Description Notes Amount Processing/Technology $25.00 Demolition $100.00 Inspection $75.00 Credit Card Service $6.00 Total $206.00 Attached Letters Date Letter Description 04/29/2025 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/26/2025 Arlington School 226957961 Hannah Hardwick $6.00 XBP Conf: 03/26/2025 $200.00 226957961 Outstanding Balance $0.00 Notes Date Note Created By: 08/29/2025 sent expiration notice Hannah Hardwick 03/26/2025 Contractor needs to add COA to UBI Hannah Hardwick Uploaded Files Date File Name 04/29/2025 25686368-2025_BLD6381_IssuedPermit.pdf 03/19/2025 24977269-20250319_BLD6381_Approved Materials Report Coversheet.pdf 03/19/2025 24977229-20250319_BLD6381_Approved Plans.pdf 03/19/2025 24976998-20250319_BLD6381_Clean Air Agency Notification (3).pdf 03/19/2025 24976996-20250319_BLD6381_Clean Air Agency Notification (1).pdf 03/19/2025 24976997-20250319_BLD6381_Clean Air Agency Notification (2).pdf 02/20/2025 24614600-20250220_BLD6381_Materials Report.pdf 02/20/2025 24614601-20250220_BLD6381_App.pdf 02/20/2025 24614602-20250220_BLD6381_Plans.pdf