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HomeMy WebLinkAboutR-4080300 LLJ I- E N L0 N O N a a rL END SUPPORT rL INT. SUPPORT rL INT. SUPPORT rL END PORT 5'-11Y2" (36) INTERMEDIATE SUPPORTS: 35 SPA. AT 6'-0" = 210'-0" 5'-11Y2" I I _j o co Q ~o m GRATE SUPPORT 36) INTERMEDIATE GRATE SUPPORTS (TYP.) GRATE B END GRATE SUPPORT 1 A - ............ Z_ �= 0 w w � I Z� 0 � �N nz o..................... 60 J Q -4- 1­0 o m " p I Oo 00 I N > N oN I �� N � Q � Y2 " GAP 222'-3Y2" OUT -OUT GRATE 2 " GAP 10" END .00 222'-4" INSIDE VAULT LENGTH 04011111111 10" END WALL WALL 224'-0" OUT -OUT VAULT LENGTH 00e< G ED VAULT TOP P L SCALE:1/8" - ,-0 GRATED VAULT TOP GENERAL NOTES '0001111111 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. DESIGN IS ACCORDING TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH q- INTERMEDIATE SUPPORT q- INTERMEDIATE SUPPORT q- END SUPPO EDITION, AND THE WSDOT BRIDGE DESIGN MANUAL, JUNE 2022 EDITION. 6'-0" (TYP.) 5'-11Y2" (TYP.) 3. DESIGN LOADING INCLUDES DEAD LOAD OF MEMBERS AND 90 PSF LIVE LOAD. 5'-11" GRATE LENGTH 5-11" GRATE LENGTH 00 INSIDE FACE OF VAULT 4. PROVIDE STEEL SHAPES AND PLATES ACCORDING TO ASTM A709, GRADE 50. REINFORCED CONCRETE THREE VAULT INTERMEDIATE KEEPER PLATE g PLAN I KEEPER PLATE I 5. PROVIDE ANCHOR BOLTS ACCORDING TO ASTM F1554, GRADE 55. -SIDED 4�► R Y2"x1Y2" x 0'-8" R Y2%4" x 0'-4" 411 STRUCTURE, BY OTHERS L 6x6x1 x 0'-8" L6x6x1 x 0' R Y2"x1Y2" x 0'-6" 6. STEEL SHALL BE GALVANIZED ACCORDING TO AASHTO M 111. GALVANIZE AFTER FABRICATION OF WELDED ASSEMBLIES. CO END KEEPER 7. BOLTS, NUTS, AND WASHERS SHALL BE HOT -DIP GALVANIZED ACCORDING TO PLATE PLAN AASHTO M 232 OR ASTM F2329. tt 111 GALVANIZED SURFACES ALTERED OR DAMAGED DURING CONSTRUCTION OR HANDLING 1111 R Y2"x1Y2" x 21'-0" HALL BE REPAIRED ACCORDING TO ASTM A 780 AND AASHTO M 111. GRATE DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN 9. PRO GRATE AS FOLLOWS: INCORPORATED INTO THESE 9.1. W D STEEL BAR GRATING REINFORCED CONCRETE " - AS BUILT DRAWINGS, BUT ARE NOT 9.2. SERR SURFACE VAULT END WALL, BY HIGHLIGHTED/ CLOUDED FOR CLARITY. 9.3. BANDING AROUND EACH PANEL OTHERS 9.4. HOT DIP GAL ZED THESE "AS -BUILT" PLANS REFLECT 9.5. CAPACITY TO SU T LIVE LOAD LISTED ABOVE 10" DESIGN INFORMATION, INCLUDING 9.6. SECURE WITH TAMPE OOF HARDWARE TO GRATE SUPPORT BEAMS. PLAN REVISIONS MADE DURING 9.7. 19-W-4, 1Y2x3/6 WITH A LOAD OF 10.7 PSF IS ASSUMED IN THE DESIGN 11.1,107111111 CONSTRUCTION, WITH "AS -BUILT" AND DETAILS. INFORMATION PROVIDED BY THE 9.8. SUBMIT GRATING TYPE, FASTENE YPE, AND ASSEMBLY DETAILS FOR W8x21 X 20'-0" (TYP.) CONTRACTOR. OTAK HAS NOT APPROVAL PRIOR TO FABRICATION. REVIEWED THE INFORMATION FL Y2"x1Y2" x 21'-0" SUPPLIED BY THE CONTRACTOR FOR 10. PROVIDE WELDING AS FOLLOWS: ACCURACY AND HAS NOT SURVEYED 10.1. WELD ACCORDING TO AASHTO AWS D1.1 STRUC L WELDING CODE - STEEL. TO VERIFY THE "AS -BUILT" 10.2. ALL WELDS SHALL INCLUDE A SEAL WELD, UNLESS D OTHERWISE. VIEW A NOTE: CONDITIONS SHOWN. 10.3. SEE SECTION 6-03.3(25) FOR FURTHER INFORMATION 0 ELDING, AND MIRROR END SUPPORT FOR INSTALLATION SECTION 6-03.3(25)A AND THE SPECIAL PROVISIONS FOR F ER SCALE:3/4" = V-0" AT OTHER END OF VAULT CHARLES DEWEY, P.E INFORMATION ON WELDING INSPECTION. 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 DESIGNER DRAWN BY CHECKED BY CITY OF R E N T O N PUBLIC WORKS OTAK 33201.A � 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 Otak RD RD RD PROJECT NUMBER + 100 kk 11241 Willows Road NE, Suite 200 Redmond, WA .4446 425.822.4446 www.otak.com GRATED VAULT TOP PLAN (NOT CONSTRUCTED) R-408030 S601 NO. REVISION COMMENTS BY REVIEW DATE M O N R O E AVE NE INFILTRATION F A C I L I T Y CITY PROJECT SWP-27-4080 1 S102 GRATED VAULT TOP DELETION SA RD 4 1624 DRAWING NO. SHEET: 30 of 36 © 2023 OTAK, INC.