The URL can be used to link to this page

Home My WebLink AboutR-366521Y 0 Z 0 0 O m Of W J U) ED flL al a R rZ 0 e n to Ig c es BA nz slag ltr TVp nBAh"DORSFOR1r HExam RECTANGULAR ADJUSTMENT SECTION O eV1EAtli le"MAN G truN sa Bwx(RP PRECAST BASE SECTION PIPE ALLOWANCES INTEGRALBASE MA%IMVM PIPE MATERIAL INSIDE BASLV DVIIETER DIAMETER REINFORCED OR Ix. PWN CONCRETE SEPARATE BASE ALLMETALPIM 15• CPES" 0' IRID. Are. S{520) 1r SOLID WALL 0.19 sae (6TO.6PEC.585.4(19 15. PROFILE WALL WC W (srD. SPEC. s45e2p)) 15. * PIPE STORM SEWER ETMYLENE NOTES 1. As acceptable alternatives to the robar shown In the PRECAST BASE SECTION, flbea (.farad according m the Standard SpecBOZilons), or wire mesM1 having a minlmum area of 0.12 square Inches perfaot shall be used WIN the minlmum TBqulmd rebar a..In the ALTERNATIVE PRECAST BASE SECTION. Was mush shall wt be placed In the kn ctioula. 2. The knockout diameter shad not be greater than 2p'. Kncakoms shall have a well tNCkness of 2• minlmum to 2.5' maximum. Provide a 1.5' minlmum gap between me knockout .11 and me outside otma pipe. Afferthe pipe Is Installed. fill the gap with plat molar In eaoNance with Standard S,mlfoatkm 9 -04.3, 3. The maximum depth from me fiNshed grade to the lowest pipe Invert shah be, 5'. 4. Th. from. and grate must be Installed with me flange down. 5. The Precast Base S.00D may have a rounded floor, and the walls MY be sloped at a to of 1:24 or steeper. 6. Th..,ning shsllbe meaamed SHIND topoftheprecast base..IDn. 7. All Ackap hot.. shall be gmmed fail abler the basla has been placed. B. All grade rings and castings shall be set In molar In aOaNence Will Standard Speolloatlon 9 -04.3, I SEE CAE I ALTERNATNE PRECAST BARE SECTION PUBLIC WORKS CATCH BASIN TYPE I STD. PLAN - 200.00 R DEPARTMENT MARCH 2008 SMOOTH VERTICAL B) HOOK CLAM ANCHORED TO C.B. RISE DETAIL HOOK CLAMP J" DIAMETER SMOOTH - BARS EQUALLY SPACED (4' O.C. MAX.) At 15' (TIP) SEE NOTE 1 ` 4 HOOK CLAMPS EVENLY \ PLACED SEE DETAIL BELOW SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SADDLEBROOK Y CATCH EARN FMMEAND VANED GRATE (DETAIL Alm) HANOHgD ry z 4 OR IRCUTARAD.M.DiNTSE. GROVT N %CAL(sEEN0TE 5j �d _. FIATSLABTOP �J •'i IMORTAR(NP.) SEPARATE BASE INTEGRALBASE CAS14TPLACE PRECASTVATNRISER o= BASLV DVIIETER CNETE MAOLL uL O wEZwE Vnwxo SEPARATE BASE 0.15 PRECAar 4.S CATCH BASIN DIMENSIONS CATCH MAtlyVM E NEWFORCWG$IFFL W_ 9/SE Tm CIRESS TWCOFSS pI IN EAO1ggECIKK1 GI.AMN S�WT MBeek, INTEGRALBASE BASLV DVIIETER CNETE MAOLL uL O 50110 WPV�pO 3 0.15 S" 4.S 0' .Ir Tv 10 0.19 fiV A• xr W Be, 25 015 W W 4r Tz 4r u OSK ae• 4e• N• br W 39 019 4C 1r 9 013 NOTES I. No steps are required when height Is 4' or less. z. The bottom of the precast catch basin maybe sloped to lacllitale leaning. 3. The rectangular frame and gate must be Installed with me flange down. The frame may be cast Into me 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 well and me outside of me pipe. After the pipe Is Installed, 1111 the gap with joint mortar In accordance with Standard Spedfcatlon 904.3. s All Made rings,TBS., and Castings shall be ectinmortarin accordance with PIPE ALLOWANCES CATOI %PEIMTEReLATMMAtlMIWNaIOEWMEIER PROVIDE MAINTENANCE ACCESS OVERFLOW--F ." BASLV DVIIETER CNETE MAOLL uL O 50110 WPV�pO FROFRE WPaflfl 49• .1 30• x4• xr xo• BR. all W A• xr W Be, W W W 4r Tz 4r Ba 61' 4z ae• 4e• N• br W w• W 4C Standard Specification 9 -04.3. t� E� PrNwom"M"m) ^su^'sewrPbelssL SOeceaslBl (wMapw9 UI,l1 PUBLIC WORKS CATCH BASIN TYPE 2 STD• PLAN - 201.00 DEPARTMENT MARCH 2000 8 LOWER STEEL BAND X 4- WIDE WELDED FORMED TO FIT IN GROVE BARS Sh OF C.B. RISER 24" SEE UPPER N07E 1 (24 BANDS EVE UPPER STEEL J BAND f X 4" / WIDE 140M, ✓ RISER SEC77ON A -A SEE NOTE 1) W.S. ELEV.= 096.•9n! A TOP OF EMERGENCY PROVIDE MAINTENANCE ACCESS OVERFLOW--F ." BY WELDING 4 CROSSBARS TO 4 !PLAN VERTICAL BARS AS SHOWN. GAL VAN /ZED HINGE UPPER ENDS WITH FLANGES/ STEPS OR BOLTS AND PROVIDE LOCKING LADDER MECHANISM (PADLOCK) ON LOWER END. IEW LOCATE STEPS DIRECTL Y BELOW. L ' DIA. SMOOTH ROUND BARS LOWER STEEL BAND X 4- WIDE WELDED FORMED TO FIT IN GROVE BARS Sh OF C.B. RISER 24" SEE UPPER N07E 1 (24 BANDS EVE UPPER STEEL J BAND f X 4" / WIDE 140M, ✓ RISER SEC77ON A -A SEE NOTE 1) W.S. ELEV.= 096.•9n! �LtE�ya ORB TOP OF EMERGENCY o OVERFLOW--F ." �,MS,4j3 A$ STANDARD GAL VAN /ZED N F PJ STEPS OR LADDER 1. DIMENSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45' ANGLE ON 'VERTICAL' BARS AND 7' D.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RES/STANT; STEEL BARS MUST BE GALVANIZED. 3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS - CULVERTS PATH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT -OF -WAY ONLY. FOR DEBRIS CAGES WITHIN ROAD RIGHT -OF -WAY, SEE DRAWING 2 -028 KCRS. BIRDCAGE EMERGENCY OVERFLOW Cal 2 Wci Daye Before YOU NIS FRAME & ROUND SOLID COVER MARKED -DRAIN- W/ LOCKING BOLTS. 3 5� 6 CLEAN SURFACE Mo BOTIMAREA PRGVDE.S.B.COUTACT. THE BURFACEAREACFTHE aASESEC110N MOST BEGROUTEDTOTHEBOTIMANEAes TF AMUST11amsEmrox. BASE SECTION NOTES 1. THECOVEROR 2. SHIMS SHALL NOT BE USEDTO SET FRAM THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN AD RINGS AND BRICKS PRIOR TO PIACEMEN' 4. THE USE OF BRICKS IS PERMITTED WHER ARE STAGGERED TO CREATE A RUNNING BOND. 4ALL NOT 1, OR EEN \FTER IS NG IN IFICATIOr GRADE SEE NOTE 4 PUBLIC WORKS CATCH BASIN INSTALLATION Sm. PLAN - 202.00 DEPARTMENT MARCH 2008 9' MIN. 18'0 OUTLET PIPE B IE =4BR69 - 415.1 L ,A -r DESIGN W.S. 4�r5a PIPE SUPPORTS AB SEE NOTE 6 18'0 RISER X IE = 40a nn N14.5TAS ORIFICE A"&W2.01P °A6 iE = 40&-+ 11 AS ORIFICE O=PPdr L.39MpB PLAN VIEW SCALE 1" = 2'-0' 18 "0 INLET PIPE HC SEE NOTI --a OE VI W FRAME DETAIL soustram Nsw Ammulama WIE DETAIL SECTION O _._ CATCaaI301 NPA EsCD GTOIBASNTVPEI ®W91 SEERENEI SECTION AO NOTES 1. Tha asymmetry of ma Carmmatlon INeI shatl be censMeretl when De ousting fire offset distance for tla catch basin. Sea SECTION A. 2. The dbnensicos of the Fame and! HOedmayvary sightly emmgdi, fsrantnamrfequrers. TheFremu may have casthaldslnterldetl to support a grele guard. Hood MIN Shall nlouM pWSHe of ga Frame. The Railroads for faslelda, the Safety Bar Debate Guard! Rod to the Hood may vary. The HOOd may Include cesdng lugs. The top of the Hood may be at WM a pegem. 3. Affa in me Hood to me fame win, we 3/4' N T hex head belts. Me, and.Verall Wd9tara. The washers 6hau have dianatela aflax,m s to a.. full beermg arm,, BN sots. 4. When bcltdown gales are speoed In me confect. pie VO,Mo holes In me frame mat are yertlwly atlgre d with tlN graas slats. Tap each IDs to accept a 5/S' x -11 NC N T aden head cep anew. Locatlon of INDIA n W. vane. arne, differentrmwsctwers. See BOLT -DOWN DETAIL 5. Only ducee, Icon Varied! Grass shall be used. B. TNS pal is bltended W Shay the lrestakiden delude ofa manusu tuned product. It s rwt the Intent aIhk pen to adaw me BIDDEN, desUs necessary to febioNe Me DeaW1gs shown on CJs Crewing. PUBLIC WORKS OPEN CURB FACE 57'D. PLAN - 203.00 DEPAR'T'MENT FRAME AND GRATE MARCH 2008 INSTALLATION DETAIL CIRCUMFERENCE LENGTH OF OPENING SIZED FOR 100 YR FLOW = 5.72' o POND DESIGN W.S W,S M9S59 y91r 15I� 495.51.&6 FRAME /GRATE FOR SECONDARY INLET. PROVIDE WR77CAL BARS IN FRAME O 4 O.0 (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY DOES) SEE ALSO THE SEPARATE OVERFLOW STRUCTURE SHOWN IN FIGURE 5.S1.0 FROM POND JAILHOUSE WINDOW DETAIL lE= 4@996" 473b•$7 RQ NIS REMOVABLE WATERTIGHT COUPLING OR FLANGE 1 18" INLET PIPE 18' OUTLET PIPE L37L.l.fSx.. I� INVERT =.489•BB LjbB, AB INVERT = 48940li$$.n AS PER PLANS PER PLANS 1 USE A MINIMUM OF A 54' DIAMETER TYPE TWO CATCH BASIN. .J. 2. OUTLET CAPACITY.. 100 -YR DEVELOPED PEAK FLOW 2' M/N 18'0 CUP RISER 3 METAL PARTS. CORROSION RESISTANT NON-GALVANIZED PARTS MAX PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1' SECTION OF PIPE ATTACHED BY 1. PLATE WELDED TO ELBOW SHEAR GATE W/ CONTROL ROD FOR GASKETED BAND TO ALLOW REMOVAL 4. FRAME AND LADDER OR STEPS OFFSET SO: W17H OR /F /CE AS SPECIRED CLEANOUT DRAIN (ROD BENT AS A. CLEANOUT GATE /S VISIBLE FROM TOP. RECD FOR VERTICAL ALIGNMENT W/ 2' MIN RESTR /CTOR PLATE W/ 1.03' B. CLIMB -DOWN SPACE /S CLEAR OF RISER AND CLEANOUT GATE. ELBOW RESTRICTOR DETAIL COVER) SEE KCRS DWG. 53 ORIFICE SMOOTH EDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.' OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. N� . R=36652 yby. ;SAM LESS 114' 6. PROVIDE AT LEAST ONE 3X090 GAUGE SUPPORT BRACKET R COMMENDED FOR APPOVAL 60'0 ANCHORED TO CONCRETE WALL. (MAX /MUM 3' VERTICAL SPACING) 7 . LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE BY• Dat `! MIN /MUM CLEARANCE AS SHOWN. CONTROL STRUCTURE NIS B . Dater /t / ' BY: Date: D.R. STRONG DRS1 CONSULTING ENGINEERS FN ENGINEERS PLANNERS SURVEYORS 70804 NE38M PL, #101 KIRKLAND, WA 98033 0425.8273083 F4258272423 1VILw.dFSlmng.mm REVISION YLP 01.28.73 MAJ 5uRVLYEO: SCALE; vERnrll: law lase YLP 03.14.13 Ill x AS NOTED NO4ITOMAL BAD 19aa/1991 �, 3'� CITY O r DESICxEU r� RENTON ORArN: YLP ONE VI °1FO�0 Ar ruLLw Planning /Building /Public Works Dept. IF NOT OIE 1. BY DATE APPR APP�� SD"15 "CCOPpx °` MAI SADDLEBROOK STORM DRAINAGE DETAILS Date: DGF 11 -14-12 C14 Y 22 NOTER N F PJ OTEx (1vP.1 L OE VI W FRAME DETAIL soustram Nsw Ammulama WIE DETAIL SECTION O _._ CATCaaI301 NPA EsCD GTOIBASNTVPEI ®W91 SEERENEI SECTION AO NOTES 1. Tha asymmetry of ma Carmmatlon INeI shatl be censMeretl when De ousting fire offset distance for tla catch basin. Sea SECTION A. 2. The dbnensicos of the Fame and! HOedmayvary sightly emmgdi, fsrantnamrfequrers. TheFremu may have casthaldslnterldetl to support a grele guard. Hood MIN Shall nlouM pWSHe of ga Frame. The Railroads for faslelda, the Safety Bar Debate Guard! Rod to the Hood may vary. The HOOd may Include cesdng lugs. The top of the Hood may be at WM a pegem. 3. Affa in me Hood to me fame win, we 3/4' N T hex head belts. Me, and.Verall Wd9tara. The washers 6hau have dianatela aflax,m s to a.. full beermg arm,, BN sots. 4. When bcltdown gales are speoed In me confect. pie VO,Mo holes In me frame mat are yertlwly atlgre d with tlN graas slats. Tap each IDs to accept a 5/S' x -11 NC N T aden head cep anew. Locatlon of INDIA n W. vane. arne, differentrmwsctwers. See BOLT -DOWN DETAIL 5. Only ducee, Icon Varied! Grass shall be used. B. TNS pal is bltended W Shay the lrestakiden delude ofa manusu tuned product. It s rwt the Intent aIhk pen to adaw me BIDDEN, desUs necessary to febioNe Me DeaW1gs shown on CJs Crewing. PUBLIC WORKS OPEN CURB FACE 57'D. PLAN - 203.00 DEPAR'T'MENT FRAME AND GRATE MARCH 2008 INSTALLATION DETAIL CIRCUMFERENCE LENGTH OF OPENING SIZED FOR 100 YR FLOW = 5.72' o POND DESIGN W.S W,S M9S59 y91r 15I� 495.51.&6 FRAME /GRATE FOR SECONDARY INLET. PROVIDE WR77CAL BARS IN FRAME O 4 O.0 (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY DOES) SEE ALSO THE SEPARATE OVERFLOW STRUCTURE SHOWN IN FIGURE 5.S1.0 FROM POND JAILHOUSE WINDOW DETAIL lE= 4@996" 473b•$7 RQ NIS REMOVABLE WATERTIGHT COUPLING OR FLANGE 1 18" INLET PIPE 18' OUTLET PIPE L37L.l.fSx.. I� INVERT =.489•BB LjbB, AB INVERT = 48940li$$.n AS PER PLANS PER PLANS 1 USE A MINIMUM OF A 54' DIAMETER TYPE TWO CATCH BASIN. .J. 2. OUTLET CAPACITY.. 100 -YR DEVELOPED PEAK FLOW 2' M/N 18'0 CUP RISER 3 METAL PARTS. CORROSION RESISTANT NON-GALVANIZED PARTS MAX PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1' SECTION OF PIPE ATTACHED BY 1. PLATE WELDED TO ELBOW SHEAR GATE W/ CONTROL ROD FOR GASKETED BAND TO ALLOW REMOVAL 4. FRAME AND LADDER OR STEPS OFFSET SO: W17H OR /F /CE AS SPECIRED CLEANOUT DRAIN (ROD BENT AS A. CLEANOUT GATE /S VISIBLE FROM TOP. RECD FOR VERTICAL ALIGNMENT W/ 2' MIN RESTR /CTOR PLATE W/ 1.03' B. CLIMB -DOWN SPACE /S CLEAR OF RISER AND CLEANOUT GATE. ELBOW RESTRICTOR DETAIL COVER) SEE KCRS DWG. 53 ORIFICE SMOOTH EDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.' OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. N� . R=36652 yby. ;SAM LESS 114' 6. PROVIDE AT LEAST ONE 3X090 GAUGE SUPPORT BRACKET R COMMENDED FOR APPOVAL 60'0 ANCHORED TO CONCRETE WALL. (MAX /MUM 3' VERTICAL SPACING) 7 . LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE BY• Dat `! MIN /MUM CLEARANCE AS SHOWN. CONTROL STRUCTURE NIS B . Dater /t / ' BY: Date: D.R. STRONG DRS1 CONSULTING ENGINEERS FN ENGINEERS PLANNERS SURVEYORS 70804 NE38M PL, #101 KIRKLAND, WA 98033 0425.8273083 F4258272423 1VILw.dFSlmng.mm REVISION YLP 01.28.73 MAJ 5uRVLYEO: SCALE; vERnrll: law lase YLP 03.14.13 Ill x AS NOTED NO4ITOMAL BAD 19aa/1991 �, 3'� CITY O r DESICxEU r� RENTON ORArN: YLP ONE VI °1FO�0 Ar ruLLw Planning /Building /Public Works Dept. IF NOT OIE 1. BY DATE APPR APP�� SD"15 "CCOPpx °` MAI SADDLEBROOK STORM DRAINAGE DETAILS Date: DGF 11 -14-12 C14