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HomeMy WebLinkAboutR-408520131 DIMENSION B DIMENSION I _ 0.3" TYPICAL WALL THICKNESS Q OUTLET, 018,00" MAXIMUM, N, 000EM 04.00" PVC SLOTTED UNDERDRAIN PIPE, UNDERDRAIN OUTLET ❑RIFICE CAP, BYPASS WEIR, I I' if/ / 1"1/� �\1 CD 0 SdW- 0 0 A A INLET WIND❑W, DRAIN DOWN DEVICE, �O oF1 INLET, 018,00" MAXIMUM, PLAN VIEW TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY, ACCESS COVERS SHOWN IN PHANTOM. INLET/❑UTLET ACCESS COVER & RISER, 036,00" ACCESS COVER & RISER, SIZE, QUANTITY & L❑CATI❑N MAY VARY, Bi retenti I n/ Bi I I iltrati I h LU Z J DIVIDER WALL, INLET, NEARSIDE, BYPASS WEIR, INLET WIND❑W, UNDERDRAIN OUTLET ❑RIFICE CAP, FARSIDE, OUTLET, FARSIDE, (AT FLOOR), � a F 4 c O :c:D J LLJ O Z CD ° E Q o U o LW elf U) :2 ° 71 00 .... .. a• . ..° DRAIN DOWN DEVICE, SECTION A -A i� 0 — 04.00" PVC SLOTTED UNDERDRAIN PIPE, MODEL VAULT SIZE' (ID) VAULT FOOTPRINT' (OD) TREATMENT FLOW 2 CAPACITY (GPMICES) TREATMENT FLOW s CAPACITY (GPMICES) A DIM B DIM Al DIM B1 DIM BPU-IB-46 4' 6' 5' 7' 25.6 / 0.057 28.8 / 0.064 BPU-IB-48 4' 8' 5' 9' 38.4 / 0.086 43.2 / 0.096 BPU-IB-412 4' 12' 5' 13' 64.0 / 0.143 72.0 / 0.160 BPU-IB-66 6' 6' 7' 7' 38.4 / 0.086 43.2 / 0.096 BPU-IB-68 6' 8' 7' 9' 57.6 / 0.128 64.8 / 0.144 BPU-IB-612 6' 12' 7' 13' 96.0 / 0.214 108.0 / 0.241 BPU-IB-816 1 8' 16' 9' 17' 179.2 / 0.399 201.6 / 0.449 'All Di I ensiI ns Are N inal 2 Based I h an WA E III II y GULD AI II rl II al ❑r Basil , EW an ed I I P I s❑❑a-us. At 1.60 ❑❑❑/s Media Sur al e Area. 3 Based d1 an N ❑CAT Veri CL:ati li1 ❑ N ❑ DEP Certi iE:8ti -n. At 1.80 ❑❑❑ /s:/ledia Sur-a❑e Area BioPod Tm Biofilter Underground Vault with Internal Bypass coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com Oldcastleo INFRASTRUCTURE US Patents Pendin ❑ P❑: 800.579.8819 ❑JdLastlestu [l ❑ater.❑L]u THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. DRAWING NO, REV EC❑ EC❑-0156 DATE BPU-IB NR NEW 10/4/18 JPR 10/4/18 SHEET 1 ❑F 2 BIOPOD VAULT DETAIL NTS CIVIL CONSTRUCTION PERMIT RESUBMITTAL INTAKE 1/2/20 CIVIL CONSTRUCTION PERMIT RESUBMITTAL INTAKE 12 19 19 CIVIL CONSTRUCTION PERMIT RESUBMITTAL INTAKE 11/14/19 CIVIL CONSTRUCTION PERMIT RESUBMITTAL SCREEN 11/8/19 CIVIL CONSTRUCTION PERMIT SUBMITTAL 8/1/19 NO. REVISION BY DATE INLET/❑UTLE COVER SIZE, QL L❑CATI❑N � CONCRETE BASE SECTI❑N, OUTLET PIPE, 018,00" MAXIMUM, UNDERDRAIN ❑U- ❑RIFICE OUTLET (SLOTTED PVC), NOTES: ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY, SCALE: 1X 1, CONTACT OLDCASTLE ST❑RMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 2, CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913, US Patents Pendin❑ Bi ❑ etenti d1/ Bi ❑Gltrati ❑n SURVEYED: DESIGNED: MB DRAWN: MB CHECKED: PA A P P R I APPROVED: SCALE: LN BioPod TM Bioffiter I ) Oldcastle") P� soo.579.ss19NFRIASTRUCTURE R-408520 Underground THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT 0 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Vault with Internal BATE ass DRAWING NO, REV EC❑ EC❑-0156 DJPR 10/4/18 SHEET 1 OF 2 .yp BPU-IB NA NEW 10/4/18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FNathanJanders01/03/2020 MENT ENGINEERING 0::] ESURF:ACE WATER UTILITY h 01 /03/2020 DATE VERTICAL NAVD 1988 . W I L LO W C R E ST TO W N H O M E S . 7/29/19 1"-20' HORIZONTAL NAD 1983/1991 CITY Y O F ,,Ri RENTON EDMONDS AVE NE, RENTON, WA PAGE: OK: PAGE: ONE INCH DATUM Nk,97 DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. CML DETAILS C5 9 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 26 35 c'7 T O O T � u V H • H N T C) O 0 I V ) w 0 >z 0 w >U 0 J ��