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Home My WebLink AboutR-427536O O W W V Q Z M v UNIT ID: SOUTH BioPod 2 BPU-12241B-PV WQ Flow Rate 0.74 cfs Max Peak Flow 17.3 cfs PIPE ANGLES IMMEDIATLY OUTSIDE • OF THE STRUCTURE, BY OTHERS. M 14'-6" 'I T-6" 12'-0" FOOTING WALL OD WALL ID 2" MULCH. 71 .sYYrs� 18" StormMixT" MEDIA r 12" DRAIN ROCK. 3X 06" SLOTTED PVC UNDERDRAIN PIPE. SECTION B-B INTERIOR BAFFLE WALL, EL: 31.87' BYPASS WEIR, EL:30.20'` 018" DOGHOUSE ` OPENINGIN BAFFLE i WALL. 2X DRAIN DOWN DEVICE, J SK-0962 INLET, 016" OPENING FOR 012" SD, NEARSIDE. OUTLET, 016" OPENING J I--4'4'----� I--6" L 5X 6"x24" INLET A FOR 012" SD, IE: 26.87' 018" DOGHOUSE OPENING WINDOW, IE: 29.54' IN BAFFLE WALL. D 13'-3" 13'-3" TOP SLAB #1 TOP SLAB #2 PLAN VIEW 2X 024" TRAFFIC RATED CAST IRON COVERS. TOP SLAB NOT SHOWN IN THIS VIEW. FIELD GROUT AS NEEDED TO MEET GRADE, BY OTHERS. 2X 036" ACCESS COVERS. FIELD GROUT AS NEEDED TO MEET GRADE, BY OTHERS. VARIES RIM: 33.70'-34.76' ADJUST TO GRADE RIM: 33.70'-34.76'r V-0" TOP 55" T-3" 10" BASE I 1 �I L 10"x98" OPENING FOR 3X 06" UNDERDRAIN. 5X COBBLES FOR ENERGY DISSIPATION. 5X 6"x24" INLET WINDOW, I E: 29.54' SECTION D-D (OUTLET PIPE NOT SHOWN FOR CLARITY) BYPASS WEIR 3- EL: 30.20' ES VARIES 3.33' [40.00"] t� IE: 26.87' EL: 26.04' OUTLET, 016" OPENING FOR 012" SD. 2X DRAIN DOWN DEVICE, SK-0962 INTERIOR WALL, EL: 31.87', 10"x98" OPENING FOR 3X 06" UNDERDRAIN, IE: 26.87'. INTERIOR/EXTERIOR JOINT SEALANT REQUIRED, (CONSEAL CS-231 OR EQUIVALENT), BY THE CONTRACTOR. SECTION A -A (MEDIA NOT SHOWN FOR CLARITY) INTERIOR BAFFLE WALL, EL: 31.87' NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-O" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 60 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A6151A706, GRADE 60 4. MESH REINFORCEMENT: ASTM A1064, S12, GRADE 80 5. CEMENT: ASTM C150 6. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 7. REFERENCE STANDARD: INTERIOR A. ASTM C890 BAFFLE WALL, B. ASTM C913 EL: 31.87' C. ACI 318-14 8. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS 5X COBBLES NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FOR ENERGY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT DISSIPATION. REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEERIAUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. PIPE ANGLE, `BY OTHERS. 9. 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 3,000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. 1 A 2X 1'-2" 10. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 2.95° 11. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED ILE. COMPACTED AND INLET, 016" OPENING LEVEL PER PROJECT SPECIFICATIONS). FOR 012" SD, IE: 28.30' 12. ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS. 13. SECTION HEIGHTS, THICKNESSES, AND KEYWAYS ARE SUBJECTECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT • AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 14. MAXIMUM PICK WEIGHTS: TOP SLAB #1 = 27,900 LBS 15. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMMIX'"' MEDIA, MULCH, DIVIDER WALLS, BAFFLE WALLS, BYPASS WEIR AND OPTIONAL DRAIN DOWN. 16. SYSTEM SHIPPED EMPTY. INTERNALS INSTALLED BY CONTRACTOR. 17. CONTRACTOR RESPONSIBLE FOR OFF-LOAD AND INSTALLATION. OLDCASTLE REPRESENTATIVE TO BE ON SITE TO OVERSEE THE INSTALLATION OF ALL INTERNAL COMPONENTS. T RIM: 33.70'-34.76' 18. CUSTOMER TO INSTALL GASKET AT TOP, BOTTOM AND BETWEEN ALL WALLS, AND GROUT ALL SEAMS & WALL 1 CONNECTIONS PRIOR TO BACKFILLING (GROUT TO BE NON -SHRINK, 5,000 PSI MINIMUM BEFORE BACKFILLING). F� IE:28.30' INLET, 016" OPENING FOR 012" SD. 5X 6"x24" INLET WINDOW, IE: 29.54' f�� 1 Bioretention/ Blofiltralion - PRELIMINARY - NOT FOR CONSTRUCTION CRANE HOOK SPREADER BAR 00 00000 00000 00 CABLE (8) PLACES ROLLING BLOCK CRANE HOOK (4) PLACES CABLE (4) PLACES 4-TON'BURKE' RING CLUTCH 'BURKE' LIFT ANCHORZL 4-TON'BURKE' RING CLUTCH 'BURKE' LIFT ANCHOR PRECAST PANEL PRECAST PANEL SLING ANGLE SLING ANGLE DUNNAGE DUNNAGE (2)PLACES 8-POINT FLAT PICK DETAIL (2)PLACES 4-POINT FLAT PICK DETAIL SLING ANGLE MUST BE AT LEAST 60' SLING ANGLE MUST BE AT LEAST 60' CRANEHOOK CABLE (4) PLACES CRANE HOOK ROLLING BLOCK (2)PLACES CABLE (2) PLACES 4-TON'BURKE' RING CLUTCH 4-TON'BURKE' RING CLUTCH 'BURKE' LIFT ANCHOR SLINGANGtE 'BURKE' LIFT ANCHOR SING,%GLE PRECAST PANEL PRECAST PANEL DUNNAGE (2)PLACES DUNNAGE Olcicastle Infrastructure 0 (2) PLACES AawcoLwwv Ph: 800.879.8819 wws.olCwslklnhasWCNre st AaWr F OLDCASTLE INFRASTRUCTURE, INC. SHALLNOTIT IS NOTMBENUSEDHINU ANYTTED FOR WAYY INJURIOUS TOCTHEURPOSES OLY ND INTERESTS OF, A0 R FA0R WITHOUNFRA TRUCTURE, INC. COPYR GTHT C iB 2THE I OLDCASTLE GCAST EEN I SNFRASTR CTURSION OF E IN C.TLE I ALL RIGHTS RESERVED. BioPodTm Biofilter Underground o\� 10'x24' Panel Vault with Internal Bypass 4-POINT EDGE PICK DETAIL 2-POINT EDGE PICK DETAIL CUSTOMER SLING ANGLE MUST BE AT LEAST 60' SLING ANGLE MUST BE AT LEAST 60' Core Design Inc. PROJECT NAME Kennydale Gateway - Renton, WA DATE MFG DRAWN ENGINEER CHECKED SALES ORDER .W22 010-AU PPS AFD ARID REVISION SHEET LIFT DETAILS REVDATE 3 OF 3 REV DESCRIPTION I BY I DATE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 GASKET (2 ROWS) (AT EDGES OF END WALLS) GASKET (2 ROWS) (IN END WALL KEYWAY) WRAP GASKET ONTO BASE 6" GASKET (2 ROWS) (IN BASE KEYWAY) GASKET SHOULD BE CONTINUOUS AROUND CORNERS r BUTT JOINT AT SPLICE / (DO NOT OVERLAP) GASKET INSTALLATION DETAIL VAULT WALL FILL RECESS WITH GROUT a � a' TOP / BASE SEAM DETAIL GASKET (2 ROWS) (AT EDGES OF SIDE WALLS) 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/25 SURVEYED: OTHERS SCALE: 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 DESIGNED: DE DAN/EL ✓. LARSON, P.E. 3 95% CD'S DJL 5/15/26 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN: CHUCK FEML/NG ONE INCH CHECKED. KATIE LANE, E.l. T" AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: DANY ✓" LARSON, P.E. WALL CONNECTION POCKET J GALVANIZED CHANNEL WASHER 1.0 FLAT WASHER (2' O.D.) MAY DETAIL 1 "O x 3Y" COIL BOLT WALL CONNECTION DETAIL BOLT CONNECTIONS ARE USED TO COMPRESS CONSEAL GASKET AND HOLD WALLS DURING ASSEMBLY; BOLT CONNECTIONS ARE NOT STRUCTURAL SEAM GROUT DETAIL OUT ALL ULT SEAMS VAULTWALL VAULT WALL CONSEAL GASKET 2 ROWS PLACE IN 3" x %B RECESSES PLACE WALL IN CENTER OF KEYWAY GENERAL NOTES 1. CUSTOMER TO: VERIFY ALL VAULT FEATURES VAULTBASE SUPPLY CRANE TO OFF-LOAD AND SET PANELS ALL SUPPLY PERSONNEL AND TOOLS NEEDED FOR INSTALLATION SEAMS INSTALL GASKET AT TOP, BOTTOM AND BETWEEN ALL WALLS ' RECESSES 10" GROUT ALL SEAMS & WALL CONNECTIONS PRIOR TO BACKFILLING 3" x (GROUT TO BE NON -SHRINK, 5,000psi MINIMUM BEFORE BACKFILLING) .�On KEYWAY DETAIL SUPPLY , INSTALL &GROUT -IN ALL PIPING & SAMPLING TEES 2. OLDCASTLE PRECAST TO: CONSEAL GASKET LOCATIONS PROVIDE PRECAST PANELS VAULT WALL LOCATION PROVIDE CONSEAL GASKET & WALL CONNECTION HARDWARE 3. TOP SECTION NOT REMOVABLE AFTER VAULT IS BACKFILLED O O O N N Ilk j 111_0� ?�•oF'wq'sy�yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING 'Con -o'• P, 21018929 '� DESIGN SURVEYING Fss/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5126l26 R-4 2 7 53 6 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Q yqi 06/09/2026 I�I,'' �V1-7 VERTICAL- DATE: V HORI ONTAL- N D 1983/1991 CITY O F `(ENNYDAL E GATEWAY 5115126 Q 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FlELDBOOK: RENTON PAGE: DATUM 14111111111111W DRAWING NO: Planning/Building/Public Works Dept. Cdo 37 W STORM DRAINAGE DETAILS SHE: 36 OF: 48