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HomeMy WebLinkAboutR-364215cc Z W H U C W G 0 L U I- � J o Q �i v' 0 se J c. NaMEAC1I RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION no. 1CMM n eAalloOP PIPE ALLOWANCES C DA IN MAXIMUM PIPE MATERIAL IN61DE MINIMUM DISTANCE BETWEEN KNOCKOUTS mAMETER EmFORCEOOR 13. RUIN CONCRETE RT ALL METALPIPE M. CPSSP# RM (STOSPEC...) 12. Soup w #LLwc +s. STN. SPEC. 005.4(1)) 0' PROFILEWALLFw' 15• ", SPEc. sm,4la➢ 6' # CORR (GATED POLYETHAENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebarshown In the PRECAST BASE SECTION, fibers (placetl ecmNing to the Standard Spedfiaflons), of calm Irlesh M1eving a minlmum area 010.12 square Inches par foot Shan be used whb the minimum required robot shown In the ALTERNATIVE PRECAST BASE SECTION. Wes mesh shag not be placed In the knockouts. 2. The knockout tllamelershall not be gmeler than 20 ". Knockouts shell have a wag thickness Of 2' minlmum to 2.5• maximum. Pmvlde a 1.5" minlmum gap between the knockout wall and the outslde Of the pipe. After the pipe Is Inecaled, fill the gap with joint mortar In accordance with Standard Specification 9 -04.3. S. The madmure depth from In. finished grade to the lowest pipe Iaved Shall be 5'. 4. The ham. and g.I. must be Installed wllh the III down. 5. The Precast Base Secilon may have a rounded floor, and the watts may be sbp.d at IT to of 1:24 or ateeper. 6. The opening shall be measured at the top of the preMeSt base ... too. T. Al pkkup holes shall be grouted full after the basin has been placed. B. An grade rings and castings shalt be set In mortar in accordance with Standard Specification 9 -04.3. SEENOTEt ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT x 0 MARCH 2008 / MAX W.5 24" LOPE OUTLET PIPE INVERT = 417.40 - SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. AL TMYER SEPARATERASE PRECAST CATCH BASIN DIMENSIONS C DA IN WALL THICKNESS ..a iMICNNES9 M.V(IMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS EASE REMFORCINGSTEEL TRIP. IN EACH BIRECIION SFPPIUTE 895E INIEGML VSE PROFILE WALL PW RT 0' do s' RM 0.16 an 15' B' qS 0' 0.18 0.18 an 6' 0' /0' B' OSS 01a YLP 5' e• Am tY cas R. 9• 4B' Y[' 1r Res 039 36' 4B' BI' 1T Od9 O.A NOTES 1. No stB, B ere required when might is 4' or less. 3. The bottom of the precast catch basin may be sloped to technic cleaning. a The rectangular frame and grate must be Installed with the INI down. The frame may be cast Into the adjustment ... II.n. 4. Knockouts shall have a wall thickness SIT minimum to 2.5- maximum. Provide a 1.F minimum gap between the knockout wall and the outside of the pips. After the pipe Is Installed, fill the gap with joint mortar in accordance Will Standard SpeclOCalion 9-04.3. 5. All grade rings, risers, and Castings shall he set in Tender In accordance with PIPE ALLOWANCES CATCH PIPE MATERAL wIIH .U.M VOICE pAMETER &151N DIAMETER MaETE GLIB ALL WC© PROFILE WALL PW /B• N' 2F• 30' an SP MAT SMRVEI a]• 3S aP an 38' AM 42, ]S 4T YLP 05.19.12 ]5' Un B4' S4' 36' 4B' AT an ENGINEERS PLANNERS SURVEYORS 36' 4B' Standard Speol(ICeli.n 9-043. V"-c" lea Pdr uybre alwm SSw Plpe(Stl. Spx Bm A) Islespoc Be ISM. Epos a05.l aDB Y 00 PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 q DEPARTMENT MARCH 2008 417•�b ELEV. _ -063.SG MAX W.S. _ / NEW 24" CUP OVERFLOW RISER 24" LCPE OUTLET PIPE INVERT = SHEAR GATE iG IW OPENED 35" INFORMATION PER RUDDELL DRAINAGE IMPROVEMENT AS -BUILT PLANS DATED NOY 1998 EXIS71NG 72" CONTROL STRUCTURE A', 12 Working Days Before You Dig 1- 800 - 424 -5555 Utdlties Underground Location Caenter (ID,MT,ND,OR,WA) SOLID BOTTOM RISER yla.Cto HII SHEAR GATE OPENED 3.5" 9 O FRAME AND VANED GRATE ARE NwE/ CLEAN SURFACE AROBO RROMAREA PNGVIDE VNIFWLICOMACT. THESVRFAC£ AREACG THEBA.SESECipN NVEAT BEOROVTED TOTNE UNUAMAE SECTIOE AwaiuEW StcTIOV. ADJUSTMENT SECTION BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION T -05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Ya BOND. O PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT MARCH 2008 PROPOSED CONTROL S7RUC7URE BITS I CITY COMMENTS DATED MAY 3, 2012 YLP 05.23.12 MAT SMRVEI SCALE. D. R. STRONG 2 MYLAR YLP 05.19.12 MAv osslaED° AS NOTED CONSULTING ENGINEERS MAJ ENGINEERS PLANNERS SURVEYORS DGRX: YUP 10804 NE 35th PL, #101 KIRKLAND, WA98033 ONE TIM �__� • 0425827.3063 F425.8272423 1 CHECKED: MN AT Ful LL scut IF NOT ONE INCH wwlv.drstrong.Sol NO. REVISION BY DATE APPR AnPROre swE ACcOeoI ' MAJ Ht DETAIL SECTION OA CATCHeAd. I 2 'MIN. .1 TOPNEW FRAME DETAIL CURBORCURBANOGUTTER MATCH TOP OF HOND TO TOP CF CURB Ir19] 1 Mossa eaclaw aP- 21'VANED GRATE FRAME .KATE CHe ' E G ASINTpEI \I / = 4gP1YA(X IRT ., "' GTCHa/SIXTYPE IL 1. ..N.Icl SECTION O NOTES t. The asymmetry of the Combination Inlet shall be considered when Calculating the offset distance for the catch basin. See SECTION A. 2. The dlmenslOns of the Frame and Hood may var"ighnyamongdif- ferenl manufacturers. The Frame may have Cast features Intended to support a grate guard. Hood units shall mount outslde Of the Frame. The methods forfsateNng the Safety Bar / Debris Guard Real to the Hood may vary. The Hood may Include casting lugs. The lop of the Hood may be Cast with a pattem. 3. Athoh the Hood to the(rente with hvo 314• K 2• hex head bills, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the Silts. 4. When boll -down STAIRS are spedned In the conlTeci, provide Mro holes In the from (hat are vertically aligned with Iho grate Edge. Tap each hole to accept a 518• x -11 NC x Y anon head Cep screw. Location of boitdown holes Market, A meng different manufacturers. See BOLT. DOWN DETAIL 5. Only ductlle Iron Vaned Grates shall be used. 6. This plan is intended to show the insbllallon delens of a manufao- tared product. It Is not the Intent of this plan to show the speciflc details necessary to fabricate She Meetings shown on Nls drawing. •`O STD. PLAN - 203.00 q PUBLIC lL •P DEPARTMMEN T T OPEN CURB FACE FRAME AND GRATE MARCH 2008 F 4__ INSTALLATION DE TAIL R- 364215 KNTIUl: RAI ASB XOWIDMAL EAST 903 /ISBI 1 ITY OF RENTON DATUM Planning/Building/Public Works Dept. ALTMYER STORM DRAINAGE DETAILS Ge YQ- X04-- (S Date: 03 -29 -12 nEwe . PACE t y a Be Ax 3 ec O � r LEd N