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Home My WebLink AboutR-406217A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA 1 W W I W PIPE ALLOWANCES MAXIMUM PIPE MATERIAL MGM DIA111"m REINFORCED OR PLAIN Cr CONCRETE ALL METAI PPE IS" CPSSP'' tr STD SPEC. 9-0520 • - . F r oazt- SOLID WALL PVC. STD SPEC 9-05.72111 15, LINE R3 BAR HK)OP FOR F HEIGHT 14CREI-IENI (SPACED EQUALLY,. PROFILE WALL PVC. STD SITE 9-05120 1S, SEE NOIE 1 RECTANGULAR ADJUSTMENT SECTION •CGRRl1GATED POl1'E rHYIENE SrOFM1 sT:wER PPE e �sE sE'E � \ iH NOTEss 0 AS ACCEPTABLE ALTERNATIVES TO THE RESAR SHOWN N TIE PRECAST BASE SECTION. FIBERS (PLACED N ACCORDANCE WITH STANDARD SPECIFICA'K)v M W99 OR WIRE MESH .LAVING A MINIL"I AREA OF 0 12 SQUARE INCHES PER FOOT SIOLL BE USCDWTI THE MINIMUM RECURRED REBAR SHOWN IN -HE a 10 A;.TERNATAIE PRECAST BASE SECTONI W RE MES.- SIALL NOT BE PLACED N THE KNOCXOU'S AS AN � I 'j ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN N TIE RECTANGULAR ADN6TLENT SECTION. WIRE MAC!:, "BAR EACH CORNER - � 1� I /i INNING AMINAtU/AREA OFOt2 SOl1ARE W(:IES 1'[F. D BAR EACH SIDE 83 BAR EACH WAY PRECAST BASE SECTION E3 SAR H-OOP FOOT LNV BE USED 2 THE KNOCKOUT DWETER SMALL NOT BE GREATER THAN 20' KNOCKOUTS SHALL HAVE A WALL THICKNESS OF T MNMUM TO 2 5' MIAXAUM PROVIDE A I W REANYRJ UM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE Or TH-E PPE AFTER THE PIPE 18 INSTALLED. FILL THE GAP WITH/ JOINT MORTAR IN ACCORDANCE W-TH STANDARD SPECIFICATION 94A 3 3 THE MIAXI0.14A1 DEFROM THE FINISHED GRADE TO THE LOWEST PPEINVPTH ER- SHALL BE 5 FEET 4 THE FRAME AND GRATE MXUST BEATS-ALLCD WI'II IT,[ FLANGE DOWN 5 THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE t : F 1H NV OR STEEPER 6 It-E OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION I ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN RACED. USE GROUT TYPE 2 FOR R3 BAR EACH NON SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER /r LOIN STANDARD SPCIFICATAN 9.20 3(2; 8 ALL GRADE RINGS AND CASTINGS SMALL BE SET IN VORTARION N ACCORDANCE WITH STANDARD CIF SPEICAT9 04 3 THEN APPLY NIORTAR TO NSICE AND OUTSIDE OF A_L JOINTS RINGS. RISERS AND FRIES 9 %"TAR SMALL BE LI.XED AND APPLIED PER MANUFACTURER S DIRECTIONS 10 FRAME SHALL BE ADJUSTED TO PAVEMEIN- GRADE SY ZAPPING UNTIL FRAMIE IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH T • ALL MORTAR JOINTS SHALL BE TIMED FLUSI7 AMC SEE FATE I REMWN VISBLE UPON COMPLETION ALTERNATIVE PRECAST BASE SECTION -- --- ., vLr SS 01HfRSMWF NO'f 0 DRAWING S NOT -O VALF (ITS'. STD. PLAN - 200.00 PUBLIC WORKS FIT" Ln DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 OLI-DOWN SLOT. 1.- 66E OFTAK AND NOTE 1 34 �.► I 1 81R' T BOLT -DOWN SLOT DETAIL ESSED LETTERING 5 1lOMETRNi If 24' I /R 6 EQUAL SPACES �{ 1 OIRECI `OF fLOW T} � 1 "'MAX J -' NOTES: 1 DOC-DOWN CAPABLLRY IS RECURRED ON ALL FRAMES. GRATES AND COVERS. UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES N THE FRAME THAI ARE VERTICALLY ALIGNED MTN THE GRATE OR COVER SLOTS THE FRAME SWILL ACCEPT THE 5/r-1/ NC R 7 ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM LOCATION OF BGLT.DOWN HOLES VARIES BY MANUFACTURER 2 REFER TO STANDARD SPECIFICATION 94515(2)FOR ADDITIONAL REQUIREMENTS 3 FOR FRAME DETAILS SEE STANDARD RAN 204 00 UNLESS OIH(AW V %C'r �. DRAWING S NOr -O VAJ ;N IS: STD. PLAN - 204.20 GAZ 9/28/2018 I PUBLIC WORKS RECTANGULAR VANED GRATE p� DEPARTMENT PATE Know what's below. Call before you dig 1' 05/27/2020 CATCH BASIN FRAME AND VANED GRATE PER STD. RAN 201.110 RECTANGU AR OR CIRCULAR ADJUSTMENT SFCT.ITW,SFCTONSMAX 1 - MORTAR [TYP 1. SEE NOTE 5 4• MIN 2-MAX 16' MAX. FLAT SLAB TOP 71.77. AR- W. W. 121. 941. W. Im OR IRA, SEE NOTE 6, TYP IS! MAX FOR L•ANlENANCE STEPS 0" LADDER �o . T 1' MN 24' 2 5- MAX •• 'D' Rwa MN. 4 REINFORCING STEEL �P ) 1r� . IT MILK GRAVEL BADKFILL FOR PPE ZONE 1r BEDDING PER WSDO- STD. SPECIFICATION SECTION 9F0312(3) r B- I SEPARATE BASE INTEGRAL BASE I PRECAST PRECAST WITH -RISER NOTES: N..i F I r PS ARE RECURRED WHEN HEIGHT IS 4 OR LESS THE NOT TOM OF 1 HE PRECAST CATCH aASW MAY BE SLOPE O TO FACII RATE CLEANING 3 THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN THE FRAME MAY BE CAST IN10 THE ADJUSTMENT SECTION 4 KNOCKOUTSSHALL KAVE A WALL IHKW&SSOF 2' M fN1MUM TO 2 5' MAXIMUM PROVIDE A I.S' MMIIMLIM OAP BETWEEN ME KNOCKOUT WALL AMC) THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 944 3. S AI L GRADE RINGS. RISERS AND CAST INGS SHALI. BE SET IN MORTAR N ACCORDANCF WITH STANDARD SPECIFICATION SIN 3, G WHEN CONNECTING TO A NEW PPE. USE A FLEXIBLE CONNECTOR (KOR."EAL BOOT WITH CORRUGATED PPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO ANEXISTNGPK'E USE A FABRICATED SAID COLLAR Of THE SAMF MATERIAL AS IMF CONNFCTING PIPF I MORTAR SHAL, BE NXED AND APPLIED MR MANUFACTURERS DIRECTIONS 8 fFAME SMALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETFRM%4FO WITH A STRAIGHT FOGE OF SUFFC*FMT LENGTH 9 ALL MIORTAR:OSTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION PUBLIC WORKS UDEPARTMENT VA31071 RENTO i CATCH BASIN DIMENSIONS MIN BASE THICKNESS CATCH BASIN DIAMETER MIN WALL THECKNESS MIPIIMIUM W%(MUM DISTANCE KNOCKOUT SIZE BETWEEN KNOCKOUTS AB• 4' r W R' be : Y r r 42 41r r e er 7T 6' r BY 12, or r 12' Ir 1T or r b1' Ir Z to, IT 9r Ir 144 17 tr 108' 12' PIPE ALLOWANCES CATCH PPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL SOLID WALL CPSSPPVC' ►ROFLE WALL PVC' M• N' 3P 24• A;_ Yr 1. Ar 3r 30• 1. ]r ITC• 3r 47 3r 4r 42' 72- 42' 54, Ar 441, 48- M' S1' 67 Sr 48• 46' 911- tlP TT 60• 48• 46- 12P 66• 84' 60' 48, 48' 144• Tr 96' 60' 4r 48' CORRUGATED POLYETHYLENE STORM SEWER PIPE ISM SPEC 90520) 7STO SPEC.905.120) ' STD SPEC 90512(2) CATCH BASIN TYPE 2 Orr LETTERING SOLT HOLES-3PLACES EQUALLY SPACED 120' APART ON 23 1116' DIA B C (1) r DA RCYOIOLE oM aM MIRMW "NE,LETTERING OA 314- VT 21? 1 B RvYAP 1 �1 COVER SECTION VIEW - 26 12- DA 25 1/n DA IM'DA. NEOPRENE CASKET [�/1r h r ,�. 23 318' DA CL OPEN 27 Y16' DIA 34 118' OA FRAME SECTION VIEW OTH[RWISE %DIED. DRAWING IS MAT'o SCAU :NTS; STD. PLAN - 201.00 GAZ 9/28/2018 I : DAIS COVER BOTTOM VIEW 13)BLT SM (ALLEN HEAD) YS 1 •. F 1 5 SS RUSSER WASI4 R nL EON BOLTINO DETAIL 1M' t7 Title- 1 Ir R14r GASKET GROOVE DETAIL NOTES: 1. AL_ CC VERS SHALL BE LOCKING LID PER EJ No 3717C 1 OR APPROVED EQUAL ♦.- SS OTHERWISE NOTED. ORAWM IS NOT TO SCAU (NTH DB STD. PLAN - 204.SO ':R DEPARTMENTPUBLIC WORKS STORM ROUND FRAME AND COVER 9/28/2018 1 s� -vs-�-� ORIE �1sTsr 9 ONAL� PLO ENGINEERING2 1 READY FOR SUBMITTAL 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. BOX 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT THE SURFACE AREA OF THE BASE SECTION LUST BE VORIARED 10 THE 801 YOM AREA OF THE ADJUSTMENT SECTION MIMM MM MM R>•MM� • BASE sECT1oN NOTES: I I it COVER OR GRATING OF A CATCH BASIN SHALL NOT OF. ADJUSTED TO FINAL GRADE UNIX THE FINAL ELEVATION O THE PAVE. MENT. GUTTER DITCH OR SIDEWALK IN WHICH ITS TO BE PLACED HAS BEEN ESTABLISHED. AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MOOR rAR IN PLACE IN ACCORDANCE WI74 WSDOVAPWA STANDARD SPE CIFICATKON 1063. J SHIMS SHA.I NOT BE USED TO SET FRAME 'O GPADF THE LUSH OF SHIMS IS PROHISITFO 3 A CONTNL4DUS LAYER of MORTAR SMALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRAR TO PLACEMENT 4 ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PEBUY I I E D WHERE THE BRICKS ARE STAGGERED TO CREATE A RUIN NG SUNG OR yK BONO 5 BASE SECTION SMALL BE SEALED TO THE BOT ION, AREAOF THE ADJUSTMENT SECTION W IH LIORTAR 6 MORTAR SMALL MEET THE REOUIFEMENTS OF WSDOTIAPWA STANDARD SPFCIFICATION UM 3 7 PICK, LIFTING HOLES ARE TO BE GROUTED WATER TIGHT USF GROUT TYPF 2 FOR NON SHRINK APPLIC.AT IONS IN ACCORDANCE WITH STANDARD SPECIFICATION 920.3(7) 8 MORTAR SMALL BE MIXED AND APPL.EO PER MANLFACTLRER'S DIRECTIONS 9 FRAME SMALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL rRAVE IS RUSH WITH PAVEMENT AS OCTCRMINED WITH A STRAIGHT EDGE C' SUFFICIEN- LENGTH 10 ALL MORTAR JONTSSMALLSE IRIMP*C)ILUSH AND REMAIN V.SIBLE UPONCONKPLETK)N UNMS601NEIIWIM NOTED, DRAWING S ACT -0 SCALE (NIS) STD. PLAN - 202.00 • PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT GAZ - - 9/28/2018 1 DATE R6 BARS a 7- SPACING 2(r124' 24' 4r DA 04 DIAL HOLE LT (TYP I 1r 1 1 NIN 2172 VA? W or 96- FLAT SLAB TOP XS BARS $ F SPACING 2W.24. 24' DA AA' DA OR SC DIA. HOLE �IMFLzz` 2 !TYP 1 1 � U I 2 Ili MAX 72- FLAT SLAB TOP 4 BARS a 6- SPACING 20i121. OR 24'DIA HOLE rRYP.) I- MIN I?MAX 48 54% or 60" FLAT SLAB TOP ICI) ITYP) 4r MAIL L r-r r T- PREFABRICATED LADDER +_7 STEP {� 24- I MN Ir 1 __N\ 24' MIN 1r MN AT MAX .- III- MIN TYPICAL ORIENTATION ECCENTRIC CONE SECTION F R ACCESS AND STEPS Y 1i fi 34' s• 5 ,I ONE■3 NAR HOOP FOR B- 1 HEIGHT INCREMENT ISPACED �I EQUALLY), SEE NOTE - 1 2' OR 24- ONE 03 BAR HOOP FOR 6' rEKiNT 44CREMENT ISPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE I RECTANGULAR ADJUSTMENT SECTION NOTES: I AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WIRE MESH, HAVING A MINIMUM AREA OF 0-12 SQUARE INCHES PER FOOT MAY SE USED FOR ADJUSTMENT SECTIONS LNUSS OTH[RWIV NOTO. DRAWING S NOT TO SCALL INES) cm STD. PLAN - 204.60 PUBLIC WORKS MISCELLANEOUS DETAILS FOR ?„ DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 Ali MXP 05/27/2020 MXP suRveveD MXP MXP 11l05/2019 MXP DESIGNED MXP MXP 04/05/202C MXP MXP 05/27/202 MXP DRAWN M CHECKED MXP BY DATE APPR APPROVED MXP BOLT•r)0" HOLE (TYP) - SB•. I I MC SEE DETAIL AND NOTE 2 O TOP RECESSMALLEN NERD CAP BD IE W 5M'-11 "CRT oAn ! Iw r SECTION BOLT -DOWN DETAIL SEE NOTE 2 N 1M SECTION A SEE DETAIL - ISOMETRIC VIEW / 7Ir ur 2W \ W �/ 1 w• ') NOTESe 1 71,116 FRAME IS DESIGNED TOACCOMMODATE 2V- 2r GRATES OR COVERS. I 4 W SEE STANDARD PLANS 2D4 10,204 20 204 30 AND 204 40 I 1 Sir 2 BOLT DOWN CAPABILITY IS REQUMD ON ALL FRAMES GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES IN THE 1 t yr FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS THE FRAME SHALL PTIHE SW 11 NCr ALLEN HEAD CAP SCREW 3W OEM TAPPED. ORAOTTHHE APPROVED M CXHANISM LOCATIONOr BY SOLT-DOWN HOLES VARIES BY MANJFACTURER. \ 2 T? 3. REFER TO STANDARD SPECIFICATION 905.15(Z) FOR ADOITIONK RETAIL REQUIREMENTS. \ / : uRKEss OTHIRW'ISr Notf D DRAWING S NCT -O SCAL[ IN TS; STD. PLAN - 204.00 PUBLIC WORKS RECTANGULAR FRAME OWINIRRn 9/28/2018 DFPARTMENI GAZ Alf1' (1-IEII EE NOTE 3 TRENCH WIDTH(. PPE ZONE BEDDING AND BACFLL SEE NOTE 1 -///r//�/7771 FOUNDATION Ava -� PPE ZONE BEDDING AND BACKFILL. SEE NOTE 4 - FOUNDATION LEVEL -� l FOUNDATION MATERIAL, IF REOURRED. SEE NOTE 5 CIRCIN.AR PIPE TRENCH SEEEE NOTETE 3 3 SPAN r r 7 RISE TTT--- FOUOATIONMATERLAL. r IF RECURRED. SEE NOTE 5 PIPE • ARCH RIGID PIPE NOTES. 1 PIPE COMPACTION .MITS SAWN ON THIS PLAN ARE FOR PPE CONSIRUCION INAN EMBANGIENI FORPIPE CONSTRUCTION -N A TRENCK THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SMALL BE THE wins Of THE TRENCH 2. 0.0 IS EQUAL TO THE OUTSIDE DIAMEIER OF A PPE OR THE OUTSIDE SPAN OF PIP F ARCH 3 BEE STANDARD WSDOTAPWA SPECIFICATIONS SECTION 2.094 FOR TRENCH WIDTH P" TYR MINIMUM PINLIC7 PIWATET ALLOWEDIN ZONE 1 COVER EFT) OF THE APAT CORRUGATED 20 YES YES YFS STEEL PIPE SPIRAL RIB STEEL 20 TIES YES Y1S PIPE PUN CONCRETE CP) PCP 20 NO YES NO REINFORCED CONCRETE PIPE 110 YES YES NO (RCP) CORRUGATED OR SPIRAL in 20 YES YES NO A UMMM PIPE YFS DUCTILE IRON PIPF 1.0 YES YES 4 PIPE ZONE BEDDING AND SACIKF ILL MATERIAL SMALL BE PLACED IN W LOOSE LAYERS AND COMPACTED 10 96%MAXIMUM DENSITY CIRCULAR PPE 5 EXCAVATE LAWASU MATERIAL DOWN TO FIRM SOB. AND REPLACE MINIMUM DISi ONCE WI TH FOUNDAT ON MATERIAL CLASS A OR B PER STANDARD DWIETER BETWEEN BARRELS WSDOTIAPWA SPECIFICATIONS SECTION 9.03 17 1T TO 24• .r 3r TOW DIAMETER/3 I0TTO19V 4r GRAVEL BACKS ILL FOR RIPE ZONE SEJD'NG IW3007 9-03 12; 3)) OR MANTE NANCE ROCK;WSOO' 903'h4)I PIPEYARCN SPAN YBEMLM OWANCE EETYrtEIE IM MUE r7T03r IT 4T TO t42. SPAN 13 148' TO +99- 48' 'LESS DTHTRWISE NOTED DRAWING SNOI'O SCALE[-7%1 STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND A"FR L DEPARTMENT COMPACTION RIGID PIPE GAZ 9/28/2018 I DATE SCALE VERTICAL. NAVD 1988 SEE GRAPHIC HORIZONTAL NAD1983,1991 CITY OF ONE INCH DATUM . RENTON AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY AS -BUILT NOTES 1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO APCE BY SADLER & BARNARD SURVEYORS AND ANYTHING NOT SHOWN ON THESE PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON THE APPROVED CONSTRUCTIONS DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT PER THE APPROVED DESIGN PLANS. 2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT REFLECTED IN THIS PLAN. :45 AF :4S AN R-406217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA DRAINAGE DETAILS DATE 05/27/2020 FIELDBOOK PAGE DRAVANC NO 080-18 SHEET OF 17 23 0 m v O C] CA Ln CD N O O O I Q J CTJ T_ O O AO 1 r