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HomeMy WebLinkAboutR-419521LO _O O W 036-00" ACCESS COVER 'E. RISER.— INLET/OUTLET ACCESS COVER do RISER, SIZE,. QUANTITY &. LOCATION .MAY VARY, r. . ` J � r CONCRETE TOP STAB I: BIOFILTRATION `• �. ■ CHAMBER.: I I 1 10 I �. CONCRETE. BASE SECTION ti l� E I' I . I .— 1 I . l OUTLET PIPE, ,018.00" MAXIMUM UNDERDRA€N OUTLET fA4.O0" PVC 5LOTiED ORIFICE ■ ■ ■ II I • UN€ ERDRAIN PIPE: OUTL.EC CHAMBER INLET' T PIPE. ' • �' 018.00." MAXIMUM. BYPASS WEIR INLET WINDOW INLET CHAMBER DIVIDER WALt: DRAIN DOWN DEVICE DIVIDER WALL ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY.• SCALE: 1 Of NOT[ 'S: 1 . LEFT CONFIGURATION SHOWN, MIRROR RIGHT CONFIGURATION OF INLET A..iN❑ OUTLET CHAMBER. A1lAILABLE 2, CON -FACT OLDCASTLE HNFRAST RUCT JRE FOR 'EiNGiNIEERING ASSISTANCE AND DETAIE DRAW NGS. 3. CONCRETE COMPONENTS SHALL ICE MANUFACTURED IN ACCORDANCE. INITH AS —I i C 8 9 0. C9131 US Patents Pending BioPod TIC Bioffiter TM Oldcastle Infrastructure Underground 0.ACAHCOMPANY THS GOCl;NiENf IS TH�PR£PERhY 0E-0CMf , IrrFP.A Rli1 ,YUHE.IN¢ . IT ICSJBWTTEO FOR r( FPEr'I;E PURPOM r,•RLY ATH3 2HAU.r,T NF r)3=!) IN ANC" r R( N,tAl0US r0 TH F, IN1r,-.4. cs':s' OF 5AO E0 N PANY. C0PYRIW T* 2019 c'r,J CAS'L: IHFRGSf i JCTURF, IN L. I Li. RI GH-$ RF.$ERW O $iaretent€anlIarl with Internal B ass °1G N4' "�' e°° ECO--0161 DATE t3iofiltratian �� BPU-IB B ARG 5 1 19 MJW 5/6/19 SHEET I OF 2 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE CUTLET, 018.00• MAXIMUM - ALTERNATE SIDE PIKE LOCATION UNDERORAIN OUTLET' - ORIFiCE BYPASS WEIR - ALTERNATE SIDE PIPE LOCATION � A INLET WINDOW - DRAIN DOWN DEVICE - 1 INLET, 018.00" MAXIMUM - INLET/OUTLET" ACCESS COVER & RISER, SIZE, QUANTITY & LOCAIIOIV MAY VARY. DMDER WALL INLET, NEARSIDE BYPASS WEIR INLET WINDOW 2.2' [26 OO"] • UNDERDFtAIN OUTLET • DROP ORIFICE, FARSIDE " RECOMMENDED,'. OUTLET. FARSIOE, ' 6" MINIMUM : (AT FLOOR) , DRAIN DOWN DEVICE 81 DIMENSION B DIMENSION, C DIMENSION 6.00` TYPICAL WALL THICKNESS 04,00" PVC SLOTTED UNDERDRAIN PIPE I Al l DIMENSION A A DIMENSION PLAN VIEW TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. ACCESS COVERS SHOWN IN PHANTOM. 036,00- ACCESS COVER & RISER :. jr •:s SECTION A -A ? raI I L VAULT51ZEt 4EI�3 --------- -' -'-'-' _- A DIM D DIM C DINT FOVAULT OTPRINT1 TREATMENTFLOW CAPACITY (OPNMCFS) ---- --- �a .-'-'-- --'-'-'-'---'--- --'-'--'-' ' - 1.6GPMISF 1.8 GPMISF 1 Al DIM B1 DIN( ! (WA GIILD2) (NJCA7s) _ ............ BPU-681B l 8' 1.S' T 9' 57,610,128 64.810,144 k 5.OV �2.00" MULCH MINIMUM IAINIMUM 18.00' SfarmMix"' MEDIA 6.0DO RAIN ROCK 44.DD" F'VC SLOTTED UNCERDRAIN PIPE SITE SPECIFIC DATA Structure I ___________________ _______________ Model Size ___________. [Orientation (Left or Right) Treatmen#Flow Rate (cfs) T Peak Flow Rate (cFs) ---�-- Rim Elevation Pipe Data Inlet Pipe Lo[aHon (Fr-Ir Pipe Size Pipe Type Invert Eleva#ion — Outlet � -- — - Notes: All Dimensions are nominal, 10=Inside Dimension, CD=Outside Dimension. Z Treartment flow capacity at 1.6 gpmisf media surface area based on an WA Ecology GULq ------ ----- Approval for Basic, Enhanced & Phosphorus. 3 Treatment flow capacity at 1.8 gpmisf media surface area based on an NJCAT Verification & US Patents Pending NJ DEP Certification. BioPoTdI Bioffiter Oldcastle Infrastructure . A CRH COMPANY UndergroundR2 )' p CsJYENTI "HE PR 0 PE R TY CiF 0WC ST LE N F RM'I RLi C TURE, IN L. it Is LjJ ,Ai rT-o S o4 REF:REm Pu RPOS ES OrkIy V1) SHALL ROr BE U S Er,IN ANY WAY :NJ U R IGGS 7.0 THE 171 rER ES TS CF °A G C 0 UPANY. CC PYRI GH f 0 S19 CTD CAS "LE IN F P.ASTR LJC rU R E. Iri C. ALL RI GH Tg R E S ER1F_ B $iarelentianl Vault with !n/erna� n(Stiryj DIiAWENG ND- 1 ECfi 0161 � $€ofiitraEian Y1" BPU-IB g ARG 5 1 19 MJW 5/s/1=SHEET 2 OF 2 CAST IRON ROUND FRAME AND - GRATE (LOCKABLE), GRATE DIA. AND RIM ELEV. PER PLAN (TYP) FINISH GRADE PVC PIPE (DIA. ab - NOTED ON PLANS) _ W/INTEGRAL INLET ADAPTERS ( PVC DRAIN BASIN) DEPTH VARIES (SEE PLANS FOR z n INVERT ELEVS.) 00 v STORM DRAIN PIPE ; I -W/WATERTIGHT JOINT (SEE PLAN FOR SIZE, TYPE, AND QUANTITY) COMPACTED DRAINAGE AGG. �- , , T- :I I BEDDING (TYP) I —I I I I 1-i "- COMPACT SUBGRADE TO NOTES: 95% OF MAX. DRY DENSITY 1. USE ADDITIONAL SECTIONS OF PVC PIPE AS REQUIRED FOR INVERT ELEVATIONS SHOWN ON PLANS (TYP). 2. SLOPE SURROUNDING GRADES TOWARDS DRAIN BASIN (SEE GRADING PLANS). ri5 PVC DRAIN BASIN W/ROUND GRATE c2.i- C2.3 6" MIN 1 /2» = 1'-0» ON FULL SIZE (30»x42») 0 6" 12" 24" TRENCH TRENCH TRENCH TRENCH TRENCH TRENCH TRENCH TRENCH AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD FINISH GRADE (TYP) PLACE PIPE AT (� FINISH GRADE (TYP) PLACE PIPE AT (� FINISH GRADE (TYP)- OF TRENCH OF TRENCH 10" DEPTH 10" DEPTH W DEPTH W DEPTH W DEPTH SYNTH. TURF , ' ,' SOD/SAND SYNTH. TURF I ,' SOD/SAND SYNTH. TURF MATERIALS MATERIALS MATERIALS MATERIALS MATERIALS o� � o 0 0� o 0 0 �o 0 0 0 0 0 0 0 0 o 0 o o 0 0 0 0 0 0 :::: o 0 0 0 0 :: ::...............:: . AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD AT INFIELD O O O O O O O O 0 0 0 0 ::::::::::::::::::::::::::::::::::::::: O O O I :::::::::::::::::::::::::::::: 4 MIN. DEPTH STORM O 0 1::::::::::::::::::::::::::::::::::::::::::::::: 4 MIN. DEPTH STORM O O O 0 0 0 0 O O O O O WATER STORAGE O WATER STORAGE 0 0 0 0�o g:::::0°::8::::::::o::g::o0 = AREA UNDER o 0 0 :::::::000 0000::00::: w , O O OO OO �0000 00 00000 ( � O O O O DO 000°�00000O0000° AREA (UNDER o °oo oo ENTIRE FIELD) I °000 °oo o°ooae +� ° ENTIRE FIELD) 00 0 DODO ocbo ooc�jo oocbo ocb0000cb0000cb oc 47MIN. DEPTH 'ST o° boo boo° 2�-- DRAINAGE AGG. SooOo�SooOo�So o �So°Oo�Soaoo�So o FIELD SUBGRADE Q ooO�0000° �00000O�o — — COMPACTED o000 DODO DODO DODO DODO DODO DRAINAGE AGG., o WATER STORAGE A►�— `boo°�S oo° - DEPTH VARIES a�° o+ o��+ oo° �oo° 4 PERFORATED _ - SUBGRADE (TYP) o DODO 0 000�0000°o c DEPTH VARIES as (UNDER ENTIRE FIEL$ o0 o S 000°p° SEE PLANS ° �o �oo° a POLYETHYLENE PP ( ) as p °oo °oOooU ( ) o00000 ° 0000000O� o000 00 ( ) SEE PLANS as GEOTEXTILE FABRIC — o 00 0 ooc{jo DEPTH VARIES 00000 00 pQo Qo 000000000 LATERAL DRAINLINE (TYP) o a o oo a „ 000 0o aaa C o0000000000 (SEE PLANS) 2 MIN. oo° 0 °o°° ° 2"MIN. DEPTH 2 MIN. DRAINAGE AGGREGATE — oqj °� LEVELING COURSE oo DRAINAGE AGGREGATE LEVELING COURSE goo + 000 GEOTEXTILE FABRIC 000° + �0000 LEVELING COURSE GEOTEXTILE FABRIC 8" PERFORATED COMPACTED o o°"`�"v" LATERAL/COLLECTOR COMPACTED HDPE SUBDRAINLINE SUBGRADE (TYP) _ _ - VERTICAL ,CLEARANCE SUBGRADE (TYP) COLLECTOR INVERT — _III — — » » » ( — ENCH SUBGRADE — — — VARIES (3 MINIMUM/ PREFABRICATED 4 x4 x4 ELEV VARIES) _ _ _ _ COMPACT TO 95% OF PREFABRICATED 8 x8 x4 = — _ — 1 167 MAXIMUM FOR HDPE TEE (OR ELBOW, TYP) = TAX DRY DENSITY) HOPE TEES (TYP) _ _ _ _ - TYPE O CONIC) 4"HDPE DROP (LENGTH ' I = - - — = 8" PERFORATED HDPE '—I � I —I i �= i iI �' SUBDRAINLINE COLLECTOR TRENCH SUBGRADE VARIES -SEE PLAN) (INVERT ELEV VARIES) (COMPACT TO 95% OF PREFABRICATED MAX DRY DENSITY) 8" x8" x4" HDPE TEE TYPICAL COLLECTOR TRENCH TYPICAL LATERAL CONNECTION - TYPE < DRAINAGE AGGREGATE DETAIL FOR BETWEEN LATERALS (LATERAL/COLLECTOR VERT. CLEAR. < 167) 8" PERFORATED HDPE ' SUBDRAINLINE COLLECTOR * IMPORTANT NOTE: SEE PLANS FOR INVERT ELEVATIONS AT COLLECTOR AND LATERAL DRAINLINES. WHERE LATERALS TIE INTO COLLECTOR THE VERTICAL CLEARANCE OF THE LATERAL SHALL BE USED TO DETERMINE WHETHER THE 'TYPE 0' OR 'TYPE <�>' LATERAL CONNECTION NOTED ON PLAN IS USED AT THAT CONNECTION POINT. 17 C2.2 (INVERT ELEV VARIES) PLACE PIPE AT `� OF TRENCH 10" DEPTH SOD/SAND MATERIALS AT OUTFIELD FIELD SUBGRADE 4" PERFORATED POLYETHYLENE (PP) LATERAL DRAINLINE (TYP) 2" MIN. DEPTH DRAINAGE AGGREGATE LEVELING COURSE LATERAL/COLLECTOR VERTICAL CLEARANCE VARIES (16"MINIMUM FOR TYPE O CONN.) L�TRENCH SUBGRADE �=I I Il�COMPACT TO 95% OF MAX DRY DENSITY) TYPICAL LATERAL CONNECTION - TYPE 0 (LATERAL/COLLECTOR VERT. CLEAR. > 16" ) 8" PERFORATED HDPE SUBDRAINLINE COLLECTOR AND LATERAL CONNECTION DETAILS �ttltltitltf� 1» = 1'-0» ON FULL SIZE (30»x42») 0 S' 6" 12" CONCRETE TRENCH DRAIN NOTES: 1. LIGHT BROOM FINISH ALL EXPOSED FACES OF CONC. TRENCH DRAIN. 2. INSTALL JOINTS AT 10' MAX. O.C. AND AT LOCKABLE TRENCH CORNERS, JOINTS IN TRENCH DRAIN GRATE RIM=PER PLANS, SHALL ALIGN WITH JOINTS IN ADJACENT (SEE SPECS) SLAB (SEE DETAIL 28 SIM.) BROOM FINISH PARALLEL CONCRETE PAVING C4.1 WITH GRATE (TYP) OR BACKSTOP 28 CONCRETE CURB (SEE PLANS) TP-PER PLANS c4.1 PAVING SLOPE 1 % SLOPE . d. ° 'D .°pd .p °: D ° D .D.. D.D . p. ° ► d' d e D p° ° ° D D a'. AA p. d 00 00 00 :Z 00 o o. O00oO0o0000 °a:. ° D, d IN. oo0O0000 0o 0 0o O p °D 1d O0o O0O0000 00 00 O0 ;? D..I: O 0 O .•> .. D - I _ I Ed Ed I D ' n A D ° 4 A.- D '�' �0RIENCH CHANNEL CO K100S OR _— °D: ° ED EQUAL) SEE -I .q -I N FOR TOTAL LENGTH CONC. TRENCH DR IN = D. :alp W. ° �° ' — ULL UNITS=39.31' LONG FC = 3000 PSI > .. D 4 tr CALF UNITS=19.69 LONG) D _ #4 REBAR 18» _ d a: _ .a (4)4 REBAR CONT�EE _ ` D ° ..°.: • D — DP DRAIN TRENCH E�i— D° D D _ a e = UTLET, CONNECT TO BRAIN TRENCH WHERE SHOWN ON DRAINAGE PLANS (TYPICAL) COMPACT SUBGRADETO 95% OF MAX. DRY( — DENSITY (TYP) ('16 CONCRETE TRENCH DRAIN C2.2, 3» = 1'-0» ON FULL SIZE (30»x42») 0 1" 2" 4" C2.3 FINISH GRADE (TYP) PLACE PIPE AT � OF TRENCH 10" DEPTH W DEPTH SYNTH. TURF f SOD/SAND r MATERIALS MATERIALS o' o o. o •:::: 0 0 0 0 0 AT INFIELD AT OUTFIELD O O 0 0 O O 0 0 0 0 O O 0............:::::: O O ................................ :::::::00 0 00 r H ST000° 000° COMPACTED 4 MIN. DEPT(Rl�lil — 0° `b oo SUBGRADE (TYP) WATER STORAGE AIR — 000 ooc�j — (UNDER ENTIRE FIErt DRAINAGE AGGREGATE, GEOTEXTILE FABRIC = oo + DEPTH VARIES (SEE DRAINAGE AGGREGATE PLANS), 4 MIN. AT HIGH END OF LATERALS 4" PERFORATED _ 2" MIN. DEPTH POLYETHYLENE (PP) =1 I I—III=�= 11- DRAINAGE AGGREGATE LATERAL DRAINLINE LEVELING COURSE (INVERT ELEV VARIES) TRENCH SUBGRADE " (COMPACT TO 95% OF 4 PERFORATED MAX DRY DENSITY) 18 POLYETHYLENE PP SUBDRAIN LATERALS 1» = 1'-0» ON FULL SIZE (30»x42») 0 S1 6 12 SEE PLANS FOR - SURFACING MATERIALS (TYP) Y �ER � I AND SOD STRIP AAT TRENCH COVER (TY D RAI NAG E----< AGGREGATE FRENCH DRAIN T PERFORATED POLYETHYLENE (PP) . .. �. 101 1,01911,111111 NVIM I S 00 o°o III- - z — z PIPE COVER NOTE: =_� w PROVIDE POSITIVE PIPE 000�°a `booI 80 0 =rc-4 DRAINAGE TOWARDS DOWNSTREAM DRAIN BASINS (SEE PLANS + — FOR DRAIN BASIN o — — LOCATIONS AND INVERT ELEVATIONS, TYP) J�o� ° FRENCH DRAIN � = MIN. 2" MINI•( I III 2" MIN. 2 4" MAX. 12"MIN. 4" MAX. 16" MAX. 8" PERFORATED 19 C2.1� C2.3 POLYETHYLENE (PP) FRENCH DRAIN, rf1 1' = 1' -0' ON NLL SIZE (30'x42") r= aE mm wNN o� C LL 0 C �� rno 3`c w �UU P� UV) OJ C �E a�° �w^ N Z= U rp M Na _2_ �m a W 33 M J(n n3 tj J w \ \ U tj J o o o C) C) U Q C) m to < N N QLd OD O L,J N Z N o a Z N LrJ O — H Z V) > O LL.I H LEI d CIO tl� W � 06 cn Z O O O ;iIo moo H a •� V W U) r-� or- W cd O Z a � a P4 ., co 06 x Z CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C3.1—C3.3.DWG Plotted: 4.07.22-09:41 By.(rvissia) BID #: C33 R-419521 Sheet 21 of 40