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Home My WebLink AboutR-365737D 0 C 0 E F G W J 2 I 3 I 4 I 5 6 I 7 I 8 A PORTION OF SW J, NW j SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PUBLIC WORKS DEPARTMENT BaCtHll mateag placed 1p US'hose Lryere aM compac4eb ms3xmmimlunaerely. A Melliva'Bm CrdnpndM (WBWTIAPWA) sameb apwAAwtlmal Plpe Slze Mim Nat. betweenbarrek r$cular plve coni., LCPE, CHER Nameter) iTW24" 92" 90"1096' dil 102"m 18a' 48' pipe -arch metal oNYAPan) 16'to.36' 1'.P 43'to 14T span l3 146'10 199' 48• By: 8- GEOTEXTLE FABRIC 8' 0.19 MIRAFI 140-N) 5 8' 48' 8'0.25 V. 0.25 6' 8' 60' p1546 N. 0.24 s m O.p. rentr 72' 12' 1 0.29 0.39 W 8' 12' 84' 12' 0.29 0.39 A 12P'40.oJJ unW d'Mry re 3i"l0. IIIefYenl camnrab BatlNneror„PIe.W41e i a fbxlgb %pb rvOTEe 0n Ti'v 1. PmvtlaR e,Jl pp n rAvrwrtds ozWC) L 2 H +N bmp tle h ,rA, a 4 G PaeteeON+q 1101. /$A mat.Ua'ISANOIw.tlYodpe, nv,a wmp u 4 G E.w 9e erd Pmperellan fTm'mA"In ewiLssy aectl rrne smnmm wS00T1ARWA ag.avta a..... areanraran r vench ;umw mo-arcnlw s +^k pAeOs. Try Flpe x1l e®fha Dual wag, wam. mm c 7bBmtlnW 1 dN 61mI hJIH1.[1 =ib'. yyr yy prd tva rmrchb dAl hdl brte la T3 kllllrg Gevrer esh.e,al+v E! entl»s'In lPaaaaF rvsamers sectl rm OO WdbotlAFwa ward spegArawxa ecepesa: 3:>o 1OG"'«IunFa larebrmenr avr»ulmalpedmnwor a lrba•a.ea rKwuru, angl mrm vsal MO W[kSl ma»tlg. o 8. Sea'Beagng MeteAel lat Flmtlb»PI{e.'maaArepY.az PUBLIC WORKS DEPARTMENT BaCtHll mateag placed 1p US'hose Lryere aM compac4eb ms3xmmimlunaerely. A Melliva'Bm CrdnpndM (WBWTIAPWA) sameb apwAAwtlmal Plpe Slze Mim Nat. betweenbarrek r$cular plve coni., LCPE, CHER Nameter) iTW24" 92" 90"1096' dil 102"m 18a' 48' pipe -arch metal oNYAPan) 16'to.36' 1T 43'to 14T span l3 146'10 199' 48• PIPE COMPACTION STD• PIAN - 220.00 DESIGN AND BACKFILL MARCH 2008 STORM TRENCH SECTION SCALE NTS STAMP WITH WORD STORM' A 1/2' WIDE,(J I 1/8' HIGH RAISED BORDER PLAN PROVIDE METALLIC LOCATE TAPE 1' ABOVE 12' PVC PIPE 10' FIBRE JOINT PACKING B 3/4' In SAME MATERIAL AS STORM OR SEWER PIPE a" a REDUCING WYE 12'x6' e OR 8'x6' FOR STORM L] T - 7 3/4' 8' 15' SECTION A -A CAST IRON RING AND COVER STORM DRAIN CLEANOUT STORM CONVEYANCE ELEVATION 45' BEND PLUG ce ROOF DRAIN (TW) OR TOPSOIL DO NOT CONNECT WITH FD LINE) = TO D CATCH BASIN DIAMETER EXTERIOR WALL BASE THICKNESS SCALE NTS aGGRANULAR INTEGRAL SEPARATE BACKFILL PER WSDOT 12:13:27 PM Filename: 1 X:\PROJECTS\CIVIL\11000\11477.Al.00 9-03.14(1) FLOOR SLAB DWGS\11477C603-606 By: 8- GEOTEXTLE FABRIC 8' 0.19 MIRAFI 140-N) 5 8' 48' 8'0.25 0.25 GRAVEL FOR DRAINSKFILLPERJ WSDOT 9-03.12(4) 6 DIAMETER PERFORATED PVC WITH PERFORATIONS DOWN FOOTING DRAIN n SCALE: NTS IED tib ro A of S'N 18' MIN. ONE 13 BAR HOOP FOR 6' TWO 13 BAR HOOPS FOR 12' V PRECAST BASE SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WAIL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. CATCH BASIN TYPE I SCALE: NTS 10 48' 54' 60' 72' 84' 96' 11 12 13 r, 48', 54', 60' a •. e 7Y, 84', OR 96' i s w s .•'. • '•• STEPS OR e LADDER MORTAR• ' ` m ^ N Q FILLET ' ;•, 6' I • ........... . SEPARATE BASE CAST IN PLACE) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 14 CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP TYP•) r REINFORCING STEEL t2 I INTEGRAL BASE . wPRECAST Q WITH RISER 2 0' RING SEPARATE BASE PRECAST) CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS SCALE NTS uBASE REINFORCING STEEL t0 /ft IN EACH DIRECTION INTEGRAL SEPARATE Date Plotted: 4/18/2013 12:13:27 PM Filename: 1 X:\PROJECTS\CIVIL\11000\11477.Al.00 36' WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C603-606 By: tib ro A of S'N 18' MIN. ONE 13 BAR HOOP FOR 6' TWO 13 BAR HOOPS FOR 12' V PRECAST BASE SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WAIL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. CATCH BASIN TYPE I SCALE: NTS 10 48' 54' 60' 72' 84' 96' 11 12 13 r, 48', 54', 60' a •. e 7Y, 84', OR 96' i s w s .•'. • '•• STEPS OR e LADDER MORTAR• ' ` m ^ N Q FILLET ' ;•, 6' I • ........... . SEPARATE BASE CAST IN PLACE) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 14 CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP TYP•) r REINFORCING STEEL t2 I INTEGRAL BASE . wPRECAST Q WITH RISER 2 0' RING SEPARATE BASE PRECAST) CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE Imum ISTBETWEEN KNOCKOUTS uBASE REINFORCING STEEL t0 /ft IN EACH DIRECTION INTEGRAL SEPARATE nan 4' 6' 36' 8' 0.15 0.23 4.5' 8- 42' 8' 0.19 0.19 5 8' 48' 8'0.25 0.25 6' 8' 60' 12' 0.24 0.35 8' 12' 72' 12' 1 0.29 0.39 W 8' 12' 84' 12' 0.29 0.39 NOTES 1. 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STD. SPEC. 9-04.3. CATCH BASIN TYPE II CITY OF RENTON by: Date: by: f / Date: 21 L3 by: Date: bv: Date: SCALE: NTS R=365737 Cz' R - 15 Mow whars below. Call before you, 3GS 7/S 0 p S6 1 t nMWN: U) DESIGNED: KJOUFR REVIEWED: JJG DATE: m.05,12 w nan CMD FILE 11477=0 W J Q W W OjQ wN 0nozWC) I- W yz> mm cZZ E! OO 3:>o W I-^ o IQn1 v Q I O a3U o j) Q w r 2 a OfQ 10 z nMWN: JMJIFR DESIGNED: KJOUFR REVIEWED: JJG DATE: m.05,12 ecRA rvo. nan CMD FILE 11477=0 SHEETTIILE STORM DRAINAGE DETAILS BCRA SHEET C6.03 PERMIT SET