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HomeMy WebLinkAboutR-412727Af r 131 DIMENSION O B DIMENSION 0 0.3" TYPICAL w WALL THICKNESS OUTLET, 018,00" MAXIMUM, UNDERDRAIN OUTLET ❑RIFICE CAP, BYPASS WEIR, A INLET WIND❑W, DRAIN DOWN DEVICE, INLET, 018,00" MAXIMUM, 0 • 04.00" PVC SLOTTED �C UNDERDRAIN PIPE, E F /�.�ti\�1 \ CD 0 I0 � GO az aw 0 0 A PLAN VIEW I 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, Bioretention/ Biofiltration DIVIDER WALL, INLET, NEARSIDE, BYPASS WEIR, INLET WIND❑W, UNDERDRAIN OUTLET ❑RIFICE CAP, FARSIDE, OUTLET, FARSIDE, CAT FLOOR), DRAIN DOWN DEVICE, o =D J W O Z Rs Q OLLJ 0 SECTION A -A 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 8' 16' 9' 17' 179.2 / 0.399 201.6 / 0.449 1 All Dimensions Are Nominal 2 Based on an WA Ecology GUILD Approval for Basic, Enhanced & Phosphorus. At 1.60 gpm/sf Media Surface Area. s Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area. BioPodT m Biofilter Underground Vault with Internal Bypass coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com Oldcastle° INFRASTRUCTURE US Patents Pending Ph: 800.579.8819 1 oldcastlestormwater.com 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 ECO ECO-0156 DATE BPU-IB NR NEW 10/4/18 JPR 10/4/18 SHEET 1 OF 2 Rol BIOPOD VAULT DETAIL NTS REVISION INLET/❑UTLE COVER SIZE, QL L❑CATI❑N P 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 Pending Bioretention/ Biofiltration SURVEYED: DESIGNED: HS DRAWN: HS CHECKED: PA BY DATE APPR APPROVED: SCALE: BioPodT m Biofilter Underground Vault with Internal Bypass 1 "=20, HOR ONTAL. NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 001 Oldcastle° INFRASTRUCTURE Ph: 800.579.8819 1 oldcastlestormwater.com 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 ECO ECO-0156 DATE BPU-IB NA NEW 10/4/18 JPR 10/4/18 SHEET 1 ❑F 2 CONSTRUCTION RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PREPARED BY D.R. STRONG CONSULTING ENGINEERS INC., DATED 12/10/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. • CITY OF RENTON Planning/Building/Public Works Dept. J Q I— I- G m rr� v! G rr W 0- z O U D Ir z O U J_ U R-412727 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNSET OAKS APARTMENTS SUNSET LANE NE, RENTON, WA CML DETAILS 10/5/20 PAGE: DRAWING NO: C6.10 SHEET: OF, 27 36 r U N O O Q J c) C) C) u J r 7 Cn z W a 0- Q U) Q O w V i z rD V