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HomeMy WebLinkAboutR-408029aSTRUCTURES GENERAL NOTES 1. PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) 2023 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND SPECIAL PROVISIONS. 2. SEE SHEETS S601-S603 FOR GRATED VAULT TOP DETAILS. 3. SEE SHEET S604 FOR GRAVITY BLOCK WALL DETAILS. 4. SEE SHEET S605 FOR LUMINAIRE FOUNDATION DETAILS. 5. SEE SPECIAL INSPECTIONS TABLE, THIS SHEET, FOR INSPECTION REQUIREMENTS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MEET THE STANDARDS LISTED IN THE TABLE AND IT WILL BE THE RESPONSIBILITY OF THE CITY OF RENTON TO PERFORM AND CONDUCT THE SPECIAL INSPECTIONS. AN INDEPENDENT TESTING LABORATORY, SELECTED AND ENGAGED BY THE CITY, WILL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION AND MATERIAL TESTING REPORTS WILL BE DISTRIBUTED BY THE CITY TO THE CONTRACTOR IN A TIMELY FASHION. 5.1. WSDOT REFERS TO THE WSDOT 2023 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND SPECIAL PROVISIONS. 5.2. IBC REFERS TO THE 2018 INTERNATIONAL BUILDING CODE. 5.3. ACI REFERS TO THE AMERICAN CONCRETE INSTITUTE. 5.4. AISC REFERS TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION 5.5. SEE IBC SECTION 1702.2 FOR DEFINITIONS OF CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS. 5.6. SEE AISC 360-16 SECTION N5.4 FOR DEFINITIONS OF OBSERVE AND PERFORM. 6. THE OWNER WILL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE WASHINGTON LICENSED PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH SECTION 1704.5 OF THE INTERNATIONAL BUILDING CODE. 6.1. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING THE SPECIAL INSPECTION. 6.2. THE STRUCTURAL OBSERVER WILL REPORT DEFICIENCIES TO THE CITY. 6.3. AT THE CONCLUSION OF THE STRUCTURAL WORK, THE STRUCTURAL OBSERVER WILL SUBMIT TO THE CITY A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 7. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE CITY AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION, THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION PROGRESS. 8. THE NOTES ABOVE SHALL NOT LIMIT THE CONTRACTOR'S RESPONSIBILITIES IN THE PLANS AND SPECIFICATIONS. DESIGNER DRAWN BY CHECKED BY RD RD RD NO. REVISION COMMENTS I BY I REVIEW DATE SPECIAL INSPECTIONS NO. TYPE CONTINUOUS PERIODIC REFERENCE 1 GENERAL INSPECTION - - WSDOT: 1-05.1, 1-05.2, 1-05.6 IBC 1705.2.1 STRUCTURAL STEEL IBC: 1705.2.1 2 WELDING OTHER THAN FOR SHOP _ X AISC 360: Section N5 FABRICATED STEEL MEMBERS WSDOT: 6-03.3(25)A IBC: 1705.2.1 3 HIGH STRENGTH BOLTING - X AISC 360: Section N5.6 WSDOT: 6-03.3(28), 6-03.3(32)-(33) IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION ACI 318: CH. 20, 25.2, 35.3, 26.6.1-26.6.3 4 INSPECT REINFORCEMENT - X IBC: 1908.4 WSDOT: 6-02.3(24)C ACI 318: 17.8.2WSDOT: 5 INSPECT ANCHORS CAST IN CONCRETE - X 6-02.3(18), 8-20.3(4) INSPECT ANCHORS POST -INSTALLED IN ACI: 318: 17.8.2.4 6 HARDENED CONCRETE MEMBERS - X X WSDOT: 6-02.3(18) ADHESIVE ANCHORS ACI 318: CH. 19, 26.4.3, 26.4.4 7 VERIFY USE OF REQUIRED CONCRETE - X IBC: 1904.1, 1904.2, 1908.2, 1908.3 DESIGN MIX WSDOT: 6-02.3(2) CONCRETE TESTING (STRENGTH, SLUMP, ASTM C172, C32 8 AIR, TEMPERATURE) X WSDOT: 6 02.3(2)16-02.3(4)-(6) ACI 318: 26.5 9 INSPECT CONCRETE PLACEMENT FOR X 602 PROPER APPLICATION TECHNIQUES WSDOT: 3(5)?8 20 $(4) ACI 318: 26.5.3-26.5.5 10 VERIFY MAINTENANCE OF SPECIFIED - X IBC: 1908.9 CURING TEMPERATURES AND TECHNIQUES WSDOT: 6-02.3(11) INSPECT FORMWORK FOR SHAPE, ACI 318: 26.11.1.2(B) 11 LOCATION AND DIMENSIONS OF THE - X WSDOT: 6-02.3(6) CONCRETE MEMBER BEING FORMED. IBC TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS VERIFY MATERIALS BELOW SHALLOW 12 FOUNDATION ARE ADEQUATE TO ACHIEVE - X WSDOT 8-20.3(4), 8-24.3(2) THE DESIGN BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO 13 PROPER DEPTH AND HAVE REACHED - X WSDOT: 2-09.3(1), 8-20.3(4), 8-24.3(2) PROPER MATERIAL. 14 PERFORM CLASSIFICATION AND TESTING _ X WSDOT: 2-09.3(1)E OF COMPACTED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, 15 DENSITIES AND LIFT THICKNESSES DURING X _ WSDOT: 2-09.3(1)E PLACEMENT AND COMPACTION OF COMPACTED FILL. PRIOR TO PLACEMENT OF COMPACTED FILL, 16 INSPECT SUBGRADE AND VERIFY THAT THE - X WSDOT: 2-09.3(1) SITE HAS BEEN PREPARED PROPERLY. IBC TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS INSPECT DRILLING OPERATIONS AND 17 MAINTAIN COMPLETE AND ACCURATE X - WSDOT 8-20.3(4) RECORDS FOR EACH ELEMENT. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT 18 DIAMETERS, LENGTHS AND ADEQUATED X - WSDOT 8-20.3(4) END -BEARING STRATA CAPACITY. RECORD CONCRETE VOLUME. CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak _.. a 0 _. ej, L 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STRUCTURES GENERAL NOTES S600 DRAWING NO. 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