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Home My WebLink AboutCOM2020-00018 Walkway Bridge - COM Inspections - 2/18/2025 615 W.Alder St.Bldg 8,SHELTON,WA 9M84 MASON COUNTY SHELTON:360427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360 275 d467,EXT 352 Building,Plmnurg Environmental Heeltty Community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY— To schedule an Inspection call or visit httpJ/www.co.mason.wa.us/community-services/bld-inspection.php Permit Number COM2020-00018 Date Issued 02/14/2020 Issued By Project NEW WALKWAY CROSSING BRIDGE Site Address 1060 W Eells HIII Rd Applicant THE RIDGE MOTOR SPORTS GROUP LLC Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type NEW COMMERCIAL PERMIT Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. "THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks ,Z-f -ZIP Slab Footing Perimeter Z-fB-ZO 7rL Point load Footing 7-1R-Z_0Z0 J72_ Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Z-! -ZS bGC Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other i Inted from Masan County DM Printed from Masan County DIVIS i Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us F 0-00018 NEW COMMERCIAL PERMIT DESCRIPTION: NEW WALKWAY CROSSING BRIDGE ISSUED: 02/14/2020 ESS: 1060 W EELLS HILL RD SHELTON EXPIRES: 08/12/2020 PARCEL: 420041000000 APPLICANT: THE RIDGE MOTOR SPORTS GROUP LLC OWNER: JOE MANKE P.O. Box2467 PO BOX 2467 SHELTON,WA98584 SHELTON,WA98584 1.360.427.7223 VALUATIONS: F Paid Due Project Valuation (BID, 215888.00 $215,88 mmercial $25.00 $0.00 ESTIMATION..) a Commercial Review $380.00 $0.00 chnology Surcharge $59.45 $0.00 Building Permit Fee $1,801.52 $0.00 Plan Check Fee $1,170.99 $0.00 Tota $215,888.00 Totals : $3,436.96 $0.00 i REQUIRED INSPECTIONS 3rd Party Inspection Report Footing Inspection General Inspection BLD-Final Inspection Setback Inspection CONDITIONS CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. PFirtfed by-Jnlia Kerkes on:A2f141Q2p 03:18 Pf .-mom ...1• Page 1 of 4 Mason County Mason County - Division of Community Development .,ss 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00018 * The foundation/footing must be placed on undisturbed,firm-native soil. Bottom of footing must be placed 12" below grade. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * All property lines shall be clearly identified at the time of foundation inspection. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * All changes to "approved"building plans that effect compliance with the intemational codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. Ari�f la-, eE (Di 4,PvFason County VM Page 2of4 Printed from Mason County DMS Mason County I Mason County - Division of Community Development .__ 615 W. Alder St. Bldg.8 � Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00018 ' Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null& void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Epoxy grout required and specified on the approved building plans shall require a special inspection. The special inspector shall be the engineer of record or their authorized representative, a WABO Certified special inspector, or certified testing laboratory. In addition a Mason County Building Inspector may perform the inspection provided holes are prepared in accordance to manufacturer specifications that are available on-site during inspection. Special inspectors shall inspect the installation of grouted construction anchors as stated in the manufacturers specifications. An inspection report shall be prepared and submitted to the Mason County Building Department prior to the framing inspection of the project. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. * All off-site welding must be completed by an approved fabrication shop. All on-site welding must be completed by a WABO certified welder and all inspections must be completed per the requirements noted within section 1705 of the 2015 International Building Code (IBC).All reports and approved welder certification card must be submitted to the building department for review. At completion of fabrication, the certified fabricator shall submit a certificate of compliance stating that the work was performed in accordance with the approved construction documents. A copy of the certificate of compliance shall be provided to the Mason County Building Department prior to the framing inspection and available, on-site for inspections. Print �Wia Kerkes on:02114/2020 03:16 PM. Page 3 of 4 :.ilb' E : � 1202 ::.tea County c Printed from Mason County DMS Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 ® Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2020-00018 * In accordance with Chapter 11 of the International Building Code and ICC A117.1-2009, the bridge must provide accessibility as part of an accessible route. Mason County has been provided a temporary plan to address the accessibility of the proposed bridge. The bridge as proposed, does not comply with accessibility. The Ridge has provided a detail to provide temporary accommodations to and from the inside track features. The temporary proposal to provide shuttle accommodations for ADA access is allowed until November 1, 2020. The shuttle must be provided at all events in which the inside track is open for grandstand or grass seating. All items located on the inside track must be provide with accessibility (route, restrooms and grandstands) The bridge will not be granted a final occupancy until such time as all accessibility is meet. Temporary occupancy may be granted until Nov. 1, 2020. At this time all accessibility must be met and inspected by Mason County. * This permit does not include any grandstand seating. Grandstands are a separate permit and must be permitted before installation. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: Contractor 6r Authorized Agent: t C.i;U f, `'� GL 4z: G Date: Printed by Julia Kerkes on:02114;2020 0316 PM q County pay M. J 1 J ty ' Page 4of4 Print^=d from t! �,;nr r ° r:t;! DMS r RECEIVED DE C 04 2`013 BUILDING * - Moson County Community Services 615 W.Alder Street Building Division SPECIAL INSPECTION & W Alder Street — -_ Shhee lton, WA 98584 - 8- TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason,wa.us (All references are per the 2015 international Building Code) Project Name: 'K %066 AS7T6r-S?e2- S TAXk __?kbEa('iAJ 1-1A6e Project Address: 1 0 U J e Si .5 tIA- � C'% J V E t-Tot 1 , WA IF s Building Permit Number: Date issued: BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement and include the name and address of the company or inspector. Two (2) copies of this form are to be submitted to the County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new form shall be submitted and turned into the Building Permits&Inspections Division for approval. STATEMENT OF SPECIAL INSPECTIONS. In addition to this Agreement, a "Statement of Special Inspections" shall be provided per IBC 1704.3- This Statement shall be made as part of the approved plans, and be placed in a conspicuous location,such as the first page of the construction plans or the first page of the structural sheets. SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties. The special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the State of Washington. SPECIAL INSPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report shall be submitted stating that all special inspection and structural testing items were completed and are in conformance with the approved design drawings and specifications. Items not in conformance, unresolved items,or any discrepancies in inspection coverage (i.e. missing inspections, periodic inspections when continuous was required,etc.)shall be specifically itemized in the final report. Areas requiring special inspection: Name of Agency: Address&Contact Information ❑ Unapproved Fabricators(13C 1704.2.5) Other than Structural Steel(IBC Table 170S.2.2) ❑ Steel floor&roof decks ❑ Welding of reinforcement ❑ Cold-formed steel Structural Steel i C Welding(Per N5.4 of RISC 350-10) ❑ Details(Per N5.7 of AISC 350-10) O High-strength bolts(Per N5.6 of AISC 360-10) I � Concrete Construction(per!BC Table 1705.3) 1 AP.rIGiY� JdllReinforcernent,embeds,ancnprs l ❑ fPrmwork -T4S L 'ie je7 Materials i ❑ Shotcrete ❑ Post-tensioned/Pre stressed Concrete ❑l Erection of precast concrete I Page 1 of 3 Printed from Mason County IDM - Printed from Mason County'LIMS % Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street Shelton, WA 98584 TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason.wa.us Areas requiring special inspection: Name of Agency: Address&Contact information Masonry Construction(IBC 1705.4) ❑ Prior to Construction(Article 1.15,TMS-602) ❑ As Construction Begins(Article 1.19.2,TMS402) j ❑ Prior to Grouting(Table 1.19.2,TM5-402) ❑ During Construction(Per TM5402&TMS-602) Wood Construction ❑ High-Load Diaphragms(IBC 1705.5.1) ❑ Wood Trusses>6Dft(IBC 1705.52) ❑ Solis(IBC Table 1705.6) ❑ Driven Deep Foundations(1BCTab4e 1705.7) ❑ Cast-in-place Deep Foundations(IBC Table 1705.8) ❑ Helical Pile Foundations(IBC 1705.9) ❑ Sprayed Fire-Resistant Materials(IBC 17D5.13) ❑ Mastic&Intumescent Coatings(111C 1705.14) ❑ EIFS(IBC 17D5.15) ❑ Fire-Resistant Penetrations(IBC 1705.16) ❑ Smoke Control(IBC 1705.17) ❑ Structural Steel(IBC 1705.11-1&AISC341-10) ❑ Structural Wood(IBC 1705.11.2) Page 2&3 Printed from Mason County DMS Printed from Mason County DMS a r Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street = Shelton, WA 98584 t =- TESTING AGREEMENT 360.427.9670 ext.352 =�. ,s.. www.co.mason.wa.us ❑ Cold-formed Steel(IBC 1705.11.3) ❑ Mechanical&Electrical Components(1705.1L4) ❑ Architectural components(IBC 1705.11.5) ❑ Storage Racks(IBC 1705.11.7) ❑ Other (IBC 1705.1.1) ❑ Other (IBC 1705.1.1) Declaration by Architect/Engineer 1,the design professional in responsible charge fnr this project, declare that the 1, kF� above listed special Inspection and structural testing items are required for this E O X.°` W.4 s'�� y Proje 12-12-19 Signature Date o ` of 9r R�-L I S I V, .4,V �SS�UNAL t'� Declaration by Owner I,the Owner of the project,declare that the above listed firm(s)or individual(s)are hired by me to perform special i ctions and structural testin&for th project pursuant to IBC 1704.2. �— signature Date CONTRACTOR RESPONSIBILITY; Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the special Inspector access to approved plans and contract documents at the job site. Ail special inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department upon request. Declaration by General Contractor 1, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted abov . re Date Page 3 of 3 Printed from Mason County D .,..s Printed from Mason County DIVIS MTC Materials Testing & Consulting, Inc. Ulm Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting ac+.+ � Ridge Motorsports Park Pedestrian Bridge - 20SO50 - Compression Test: Concrete: Report #C225415 - DRAFT CLIENT Ridge Motor Sports DATE 02/20/2020 PROJECT LOCATION P.O. Box 2467 Shelton WA 98584 PERMIT# Inspection Information: Inspection Date: Time Onsite: 12:15 Weather Clear,40 02/19/2020 Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: 18x20 Slab east of office building(pedestrian bridge pa Sample Location: p y p North portion of slab Contractor ystad Construction Subcontractor:"v(A Su t: files Sand and Gravel/208 --t1 ......_---- _... pp ..._.. _._._........._.. .._._...._i Qty Placed,Cu. Slump,Inches(ASTM C-143)or W 3 Yd.: 0 ,0. 7 Concre (ASTM C-1064):8 Delivery Ticket # 17062g Job Spe Ambient Temp, °F: 40 Truck#:FNi195 Air Content,%(ATSM C- Min Temp, °F: 67 Batch Time: 11 38 Job Spec.Atr Max Temp, °F: 40 Sample Time: Mix#and Proportions: (0155A Cement,lbs 5260 � Agg,fibs.: 7 7 190 Admixture,oz./cwt:hv1BAE90-39 � Flyash,lbs Coarse►g ,lbs.: Admixture,oz./cwt:MBNC534-320 Water,gals.:1145 hoU 385 cold a parse Agq; — Admixture,oz/cM:, � Fine Agg,lbs Viand-14240 Ce Aggp Admixture,oz./cwt:1 { 15j Gallons of water we 9®Prio 'tif s lm Sample Type & CdMpre est R+t s �ts: u $� Type of Compression Received ,Ple Set QE7 1 Test: oncrete(ASTM C-39) Lab Tests: New Log Test `Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) _ (Lbs.) (In.) In.) (PSI) 1223 02/26/2020L[46 798 ❑ CM ❑ ❑ ❑ ❑ 1226 28 03/18/2022-0 L- EE .—..77. ... 1E767-1 ❑ ❑ REQ'D ® 3000 Remarks: __...................._........_...................._._......_ __ _.._.�..-- ----- ---._.._....._.T-------- --........ _-....-.... __- -- Please see field report#F225315 for further details and information. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 3 60.69 8.6787 206.241.1974 Visit our website: www.mtc-inc.net Ridge Motorsports Park Pedestrian Bridge-20S050,0212012020,#C225415,Page 1 of 2 I Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Images: A UPLOADED: 02/20/2020 14:44:57 REPORTED BY:Amelia Barrett REVIEWED BY: , Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Ridge Motorsports Park Pedestrian Bridge-20SO50,0212012020,#C225415,Page 2 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting +*+s•a++�� Ridge Motorsports Park Pedestrian Bridge - 20SO50 - Field Report: Concrete: Report #F225315 CLIENT Ridge Motor Sports DATE 02/19/2020 PROJECT LOCATION P.O. Box 2467 Shelton WA 98584 PERMIT# Inspection Information: Inspection Date: Time Onsite: 11:55 Weather Sunny and cold,low 40's*F 02/19/2020 AM Conditions: Inspection Performed: Concrete Report Profile: 19 Any Deficiencies Noted ®Needs Engineer's Approval Subcontractor: N/A=Continuous or Periodic: eriodic for RS;Continuous for RC Sheets: 7431-110 Location/Area: OG for platform/stair landing to the pedestrian bridge Details: (On noted street Level/Elevation: !See drawings Approved Plans Dated: 12/06/2019 Remarks: REINFORCING STEEL:Periodic Inspection Drawings conform to the 2015 International Building Code. Location: Slab-on-grade with a thickened edge for platform/stair landing to the pedestrian bridge. Level/Elevation: See drawings MTC inspector on site,as requested,to observe the placement of ASTM(A615)grade(60)reinforcing steel into at the above-mentioned location. Reinforcing steel was of proper size,grade,lap,spacing,location,clearance,and secure prior to placement of concrete. NOTE:Subgrade was verified by others. CONCRETE PLACEMENT:Continuous Inspection MTC inspector on site,as requested,to observe the placement of approximately 20 CY of concrete with Mix Design ID #0155A supplied by Miles Sand&Gravel into the slab-on-grade noted above. One set of five(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C225415 for field test results and for more information. Concrete was placed',da trucks'chute,was mechanically consolidated with high-cycle vibrator,form vibrator,and finished by hand. i DEFICIENT ITEM: 1 Approved mix design was not available onsite. To the best of MTC inspectors'knowledge,the above-described work was performed in general accordance with project specifications and approved plans with the exception of the deficient item noted above which requires EOR'S approval. i Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Ridge Motorsports Park Pedestrian Bridge-20S050,0211912020,#F225315,Page 1 of 2 MTC Materials Testing & Consulting, Inc. Geotechnical Engineering&Consulting Special Inspection•Materials Testing.Environmental Consulting Images: UPLOADED: 02/19/2020 13:40:13 UPLOADED: 02/19/2020 13:40:44 4 g _ �Y hG UPLOADED: 02/20/2020 14:47:08 UPLOADED: 02/20/2020 14:47:51 REPORTED BY:Medhanie Tecle/Amelia Barrett REVIEWED BY:Bryan Talley,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990• Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241,1974 Visit our website: www.mtc-inc.net Ridge Motorsports Park Pedestrian Bridge-20S050,0211912020,*F225315,Page 2 of 2