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Home My WebLink AboutR-408025NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 224'-0" SLAB OD C7 ("7_ � 10" TYP. SECOND POUR END WALL � INVERTED TRENCH :.. ;.; . •t • .... r ...r . 4:• '.t. . : •D• -'t TYP ...... .., .n .. , .^.. .,a ;.. .. :.. , +4. f. ....: 1 WALL OD :...., ; .r ..r;. i •' 20'-011 3'-411 WALL ID .... < .. . TYP , ::. : � :r:• •.. •. r,. .�,. : �.. .., a -.. • •. i.'::. r....: .:' , 7 r .t. Y. .t 10" TYP WALL THICKNESS AT BASE OUTLET PIPE. IE: 320.00' TOP VIEW SCALE: 1 "=10' �I 6-6" 14'-0" 64" 21'-0" 64" 21'-0" 0.1 148'-10" YN_11=1111Bi111 TOP OF CONCRETE 330.00 J IE: 320.00' n U G"t QCV' INII =T 1A/1NInnIA1 -- � � IiVUULLJ I VI\ LIVLI\V I (I YF' I=VI=KY 1U � 1 ) WITH OVERFLOW GRATE PVC UNDERDRAIN. DISSIPATION, SEE DETAIL SEE DETAIL 2 ON SHEET C414. (POLYLOK 3008-G24) 3 ON SHEET C414. TREATMENT VAULT DETAIL i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n , SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i ELEVATION VIEW SCALE: 1 "=10' 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 INLET PIPE. IE: 323.331 I II 10-10 TYP S-0" TYP STA. 13+33.45, 14.63' RT INLET PIPE. IE: 323.33 10'-101, TYP STA. 13+54.03, 28.02' RT ' OF CONCRETE: 330.00' IE: 323.33' VLET PIPE. NOTES: 1. CONTRACTOR SHALL PROVIDE TYPE 3E WORKING DRAWINGS FOR ENGINEER APPROVAL FOR TREATMENT VAULT. 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5,000 PSI MINIMUM. 3. STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60. 4. MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80. 5. CEMENT: ASTM C-150 SPECIFICATION. 6. BIOPOD TREATMENT VAULT SYSTEM MANUFACTURED BY OLDCASTLE SHALL INCLUDE OUTER PRECAST TRENCH PRECAST INVERTED TRENCH INTERNAL PIPING MULCH STORMMIX MEDIA GRAVEL, DISTRIBUTION PLATES AND HARDWARE, AND DISSIPATION ROCK. CONTRACTOR RESPONSIBLE FOR THE INSTALLATION OF ALL TREATMENT VAULT COMPONENTS. 7. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 8. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS AND ELEVATIONS OF OPENINGS. 9. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 10. SECTION HEIGHTS, SLAB/WALL THICKNESSES AND KEYWAYS ARE SUBJECT TO CHANGE DUE TO AVAILABILITY AND PRODUCTION PLANT CAPABILITY. 11. MAXIMUM PICK WEIGHT = 58,400 LBS. (MEDIA AND INTERNALS SHIPPED SEPARATELY.) 12. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT. 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 BioPod Underground 201-011 X 224'-011 3-Sided Box Trench (OR APPROVED EQUAL) Treatment Flow Rate: 12.65 cfs Peak Flow Rate: 17.6 cfs CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER TREATMENT VAULT DETAILS I C413 DRAWING NO. R-408025 I SHEET: 25 of 36 © 2023 OTAK, INC.