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Home My WebLink AboutR-4082074 S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON 0 d- z O V) O J O N 036.00" ACCESS COVER & RISER. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY &-� LOCATION MAY VARY. 0 BIOFILTRATION CHAMBER. CONCRETE TOP SLAB. -CONCRETE BASE SECTION. OUTLET PIPE, \ \\ \ 018.00 \\\\\ \\ MAXIMUM. 04.00" PVC SLOTTED UNDERDRAIN }� UNDERDRAIN PIPE. OUTLET \ INLET PIPE, ORIFICE CAP. 018.00" MAXIMUM. OUTLET CHAMBER. INLET WINDOW BYPASS WEIR. IN DIVIDER WALL. INLET CHAMBER. DIVIDER WALL. DRAIN DOWN DEVICE, ISOMETRIC VIEW (SLOTTED PVC). FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. NOTES: SCALE: 1 X 1. CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. US Patents Pending Q BioPod TM Biofilter Oldcastle° INFRASTRUCTURE Underground THIS DOCUMENT IS HE 19 R Cltle GINIaer.com THE DOCUMENT IS THE PROPERTY OF INTERESTS OF INF ID CON CNR C INC. n E SUBMITTED FOR REFERENCE PURPOSES ONLY ANGHTE RENOT BE USED IN ANY WAV INJURIOUS TO THE INTERESISOFSAIO COMPANY.COPYRIGHT®RR150LGCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretentionl Vault with Internal Bypass "co ECO-0158 DATE Biofiltration �/� BPU-IB A JPR 1/7/19 JPR 10/4/18 SHEET 1 OF 2 N B1 DIMENSION 'T_ 6" TYPICAL B DIMENSION WALL THICKNESS O OUTLET, 018.00" MAXIMUM. UNDERDRAIN OUTLET 04.00" PVC SLOTTED ORIFICE CAP. UN6ERI RAN PIPE Al BYPASS WEIR. A pIMENSION L_LjA �\ -JJ )) DIMENSION INLET WINDOW. - DRAIN DOWN DEVICE. (� E? � I I INLET, 018.00" MAXIMUM. PLAN VIEW OP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY, ACCESS COVERS SHOWN IN PHANTOM. INLET/OUTLET ACCESS COVER & RISER, 036.00" ACCESS COVER & RISER. SIZE, QUANTITY & LOCATION MAY VARY. DIVIDER WALL.-` INLET, NEARSIDE. BY OTHEf�S 2" MULCH J 60" BYPASS WEIR.- \\\XXX MINIMUM INLET WINDOW. x. Sn.: v,- «l „ UNDERDRAIN OUTLETS y '1i' t� A''r a:1 r+" 18 STORMMIX t;ry 1.{ ,, K.y ev ti OFF:';}.., +* v rti s ORIFICE CAP, FARSIDE. '° " -ti=� Sr MEDIA OUTLET, FARSIDE, 6" DRAIN ROCKI (AT FLOOR). DRAIN DOWN DEVICE. SECTION A -A 04.00" PVC SLOTTED UNDERDRAIN PIPE. 3 rho Do USE MODEL BPU-461B MODEL VAULT SIZE (ID) VAULT FOOTPRINT' (OD) TREATMENT FLOW 2 CAPACITY (GPMICFS) TREATMENT FLOW s CAPACITY (GPMICFS) A DIM B DIM Al DIM Bi DIM BPU-461B 4' V 5' T 25.610.057 28.810.064 BPU-481B 4' 8' 5' 9' 38A10.086 43.210.096 BPU-4121B 4' 12' 5' 13' 64.010.143 72.010.160 BPU-661B 6' 6' T T 38A10.086 43.210.096 BPU•681B 6' 8' T 9' 57.610.128 64.810.144 BPU-6121B 6' 12' T 13' 96.010.214 108.010.241 BPU-8161B 8' 16' 1 9' 17' 179.210.399 201.610,449 'All Dimensions Are Nominal 2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. At 1.60 gpm/sf Media Surface Area. a Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area. US Patents Pending m BioPod TM Biofilter Oldcastleo INFRASTRUCTURE Underground Ph: 80ENT IS T8819 OFoldcOLDMOrmwater.com THE IN LIMMY WAY INJURIOUS IOUSPROPERTYTOOFTERESTS OI SAD COPANY.,INC. ITESUBMOTEDFOR RE EIRENCINFRASTRUCTURE, INC. Y RIGHTS RESOTBE �+[+ USED IN MY WAY INJURIOUS TO THE INTERESTS OF SNDCOMPANY.COPYRIGHT®2Di80L0CASTLE INFRPSTRUCTURE,ING ALL RIGHTS RESERVED. Bioretention/ Vault with Internal Bypass DRAWING 10. REV ECO EC0-111511 DATE Biofiltration YP BPU-IB A NEW 1/7/19 JPR 10/4/18 SHEET 1 OF 2 Know what's b@SOW. Call before you dig. J EX. SSMH RIM=352.20 INV=338.25 (8"CONC-N,W&E) INV=338.05 (8"CONC-S) SS- W W �W W 19+7 0 � FOUND MONUMENT IN CASE S GV GV X I � s I I I 18 LF 8" CPE ° I ® 0.50'%4'X6' ID BIOPOD ) 4 BI 0 • • - - - - - - - - - - 30. 00- SD m �SD - 0ST: 20+30.5, 3' LT MATCHEIDEWXALK BEGIN SIDEWALK I x Lo IZD � N 360 CONNECT TO EXISTING SDMH STA: 31 +00 352.08 RIM=352L 1 INV-340.17 (18"PVC-N) INV=340.05 (18"PVC-S) NEW IE=34+ f 3 (12" E) 343.68 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 NO. 350 Kid W 330 31+10 31+00 SS L 51 LFCPE W. . . . . . . . W E - W .W 21 01 REMOVE/REPLACE EX. CURB/SIDEWALK SEE C.O.R. STD PLANS 101, 102, 103 SEE SECTION SHEET 7 SD - BEGIN CURB STA. 20+3Z88, 21' LT ELEV=351.46 da SS SS =W 16' UNIT LOT DRIVEWAY STA: 21+03.57, 20.87' LT ELEV=351.82 PER C.O.R STD PLN 104.3 STA: 30+68.38, 0.8 ' RT C614, TYPE 2-48 4'X6 (ID) BIOPOD BIO LTER RIM= 352.51 . . UNDERGROUND MODEL BPU-461B ... .. 344. 1 i61E=348-. 6" N) RIM 352.60 344.8 IE=34+9-3; 6" (E) IE 1 =349.04 IE 0 T=347.04 _ +4312" I-E344.46' SEE DETAIL SHEET 7 - _ EX. 1 VATER MAIN 51 LF 8" CPE 0 0.50% 3130• LF 12" ... .. .. ... ... .. . CPE ®. . 2.51% PROPOSED ... ... .. . . SEWER N. N .� . N N. N N .N n n N N n n LL =:� W �... .. W w ... ...W �. ... .. w w STORM PROFILE HORIZ. 1 "=20' VERT. 1 "=5' H z 0 5 10 20 SCALE 1" = 20' d r I °d �.°.. d 4 d d q END CURB q.. STA. 21+71.92, 20.8' LT a ELEV=352.16 d . SS Ss- N.E. 12TH ST. w W (COLLECTOR ARTERIAL) W W- - 22+100 SS CONSTRUCT SIDEWAPK SD - AROUND EX. ELECTRIC CABINET SD -� REMOVE/REPLACE - CURB/SIDEWALK TO EX. DRIVEWAY CURBCUT SEAM 360 STA:3o+e029+99.98, 0.12' LT 0013, TYPE 1 W/VANED GRATE RIM=351.94-352.28 348.98 (W IE=349.2 8" (N,W) 349.18 (N SEE C.O.R. STD PLANS 200.00 355 CN LO 350 �1t1�7 330 30+00 29+90 M . �� OF�WAS%I ,�� o 49917 "GISTEg� AL LAI�� IL R 26.5' ROW 25' EX. ROW - 25' EX. ROW " 8' PLANTING/ INFILTRATION STRIP 1. 5' 13' - DEDICATION 11' EX. PAVEMENT , lyl I� 5' SIDEWALK 0.5 ---------------------------- ------------------------------ - MATCH EX. PAVEMENT NEW CEMENT CONCRETE REMOVE EX. CURB/SIDEWALK SIDEWALK PER C.O.R. STD PLAN 102 NEW PAVING SECTION PER NEW CURB &GUTTER PER C.O.R. STD PLAN 103 C.O.R. STD PLAN 101 NE 13TH STREET SECTION (RESIDENTIAL ACCESS) NTS AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITR AS OF 05122123 (DATE SIGNED) BY: KEVIN M. REESE 05122123 PROFESSIONALL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR SURVEYED: SCALE., SDM VERTICAL• NAVD 19M 1 '+ = 20' HORIZONTAL- NAD 198311991 DESIGNED: NEM DRAWN: TLK ONE INCH DATU M AS-BUILTS KMR 051221231 KMR r CHECKED: AT FULL SCALE NEM IF NOT ONE INCH REVISION BY DATE APPR I APPROVED: NEM SCALE ACCORDINGLY R 32.5' EX. ROW 25' EX. ROW 7'5 6' PLANTING/ DEDICATION ~INFILTRATION STRIP 5' SIDEWALK 20't EX. _ PAVEMENT yl I� 0.5' NEW CEMENT CONCRETE J MATCH EX. PAVEMENT SIDEWALK PER C.O.R. REMOVE EX. CURB/SIDEWALK STD PLAN 102 REMOVE EX. SIDEWALK NEW PAVING SECTION PER C.O.R. STD PLAN 103 NEW CURB PER C.O.R. STD PLAN 101 NE 12TH STREET SECTION (COLLECTOR ARTERIAL) NTS PLANTER WHERE SHOWN ON PLAN 16' - 5' 8' 5' SIDEWALK PER EXTRUDED 6" C.O.R. STD PLAN 102 CONCRETE CURB ----- Cl T Y OF RENTON Planning/Building/Public Works Dept. R 25' EX. ROW �- 2% 6" CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 (SHEET 10) 4" HMA CLASS 1/2" 64-22 8" WATER 8" STORM 3" CRUSHED SURFACING TOP COURSE 6' 6 3" CRUSHED SURFACING BASE COURSE O~ 8" SEWER SUBGRADE (95% COMPACTION) 00 O n- Q_ TRACT B UNIT LOT DRIVEWAY SECTION Z NTS (O � J R-408207 m r:D v J IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O J 28 HUNDRED UNIT L 0 T SUBDIVISION STORM PROFILE PLAN & DETAILS cr� DATE., 1211312021 OOK: N/A PACE., PAGE: NIA T DRAWING N0: 1666.3 y oo SHEET., 7 OF., 12 N