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Home My WebLink AboutR-408031R Y2x 1 Y2" x 0 SUPPORT ANGLE L6x6x1 x 0'-8" 1 1 END PLATE R Y2%4" x 0'-8" REINFORCED CONCRETE THREE —SIDED VAULT STRUCTURE GRATE 41 ° 6" ay„ 2 _ GRATE: (7) PANELS AT 3'-0" = 21'-0" GRATE SUPPORT AND q- VAULT GRATE SUPPORT BEAM, W8x21 x 20'-0" SECTION B INTERMEDIATE GRATE SUPPORT TERMEDIATE GRATE SUPPORT 6'-0„ 5'-11Y2„ 5' —11 " TYPICAL INTERMEDIATE PANEL I 5' —11 " TYPICAL END PANEL GRATE E I � I SIDE WALL OF REINFORCED CONCRETE THREE —SIDED VAULT STRUCTURE SECTION C „ Y 4 R Y2x1Y2" x 21'-0" KEEPER PLATE GRATE z R Y2"x4" x 0'-4" GRATE SUPPORT Y4" GAP (INT. PANELS) 3/4" GAP (END PANELS) I Y4 / TYP. Y4 01101,0M KEEPE R %� MCA TE x 0'-4" a N END WALL OF REINF D CONCRETE TH SIDED VAUL RUCTUR KEEPER PLATE R Y2" x 4" x 0' — 4" SEAL Y4 SEAL Y4 TYP. Y4 TYP. 4 ,0000 � I J SUPPORT ANGLE SUPPORT ANGLE L6x6x1 x 0'-8" A 1 000000 L6x6x1 x 0'-6" I ' END PLATE 2 ! "X5%4„ X 0,-8Y4„ SUPPORT BEAM SIDE WAL REINFORCED W8x21 x 20'-0" CO TE THREE —SIDED VAULT STRUCTURE VIEW E SCALE:3" = 1'-0" - r DESIGNER DRAWN BY CHECKED BY RD RD RD a NO. REVISION COMMENTS BY REVIEW DATE n 1 S102 GRATED VAULT TOP DELETION SA RD 4 16 24 N END PLATE R Y2" x 5Y4„ x 0, — 8Y4„ SIDE WALL OF REINFORCED SUPPORT BEAM CONCRETE THREE —SIDED W8x21 x 20'-0" VAULT STRUCTURE VIEW F SCALE:3" = 1'-0" - milfwwl rL END GRATE SUPPORT END GRATE SUPPORT 2Y" 2 1 " GAP INSIDE FACE OF VAULT _ Y2„ —GAP R Y2x1Y2" x 21'-0" Y4 TYP. Y4 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 in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com END WALL OF REINFORCED CONCRETE THREE —SIDED VAUL T STRUCTURE 0 r W rA GRATE SEAL 4 TYP. Y4 SUPPORT BEAM W8x21 x 20'-0" SUPPORT BEAM 00 VIEW SCALE: 3" = 1 '- 0" DESIGN REVISIONS MAD 14 ING 14111 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 Y4„ GAP R Y2x1Y2"x0'-8" Y4 TYP. Y4 Y4"x3Y2„xO'-8„ ELASTOMERIC BEARING SUPPORT ANGLE L6x6x1 x 0'-8" Y4 SEAL Y4 TYP. END PLATE R Y2"x4"xO'-8" REINFORCED CONCRETE THREE —SIDED VAULT STRUCTURE CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER GRATED VAULT TOP DETAILS (NOT CONSTRUCTED) S602 DRAWING NO. R-408031 SHEET: 31 of 36 © 2023 OTAK, INC.