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Home My WebLink AboutR-377608b RECTANGULAR NOTCH ° WI111H: 0.010 FT e HUGHT.- 2.091 F1 12" ER.O.P. TEE_ PIPE SUPPORTS. NO. AS REQ'D 3' X 0.9 C4 BOLT OR IMBECOED 23' (MIN IN C.3. WALL 0 3' (MAX) SPACING. MIN. 1' SUPPORT EL =116.0 ORIFICE 11 = 0.84" D#1 OR 15116" RESTRICTOR PLATE TO BE SHARP EDGED. SHOP DRILLED 2X 036.00' BOLTED & GASKETED ACCESS COVERS. RISERS & SLAB T&G IMPRESSIONS AS REQUIRED. FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. TOP SLAB RISER T&G _ IMPRESSION, AS REQUIRED. 078' MAXIMUM. SEE NOTE 3. 1.5 X bI II 12" 0 SO r INLET GALLERY. Q. STRUCTURE ID C8#8 WATER QUALITY FLOW RATE (Qa) 0.06 PEAK FLOW RATE (cfs) 0.% --- - -O.F. EL= 126.02 # OF CARTRIDGES REWIRED 5 CARTRIDGE FLOW RATE iT MEDIATYPECSF,PERUTE, ZPG.GAC.PHS POLYPROPYLENE SAFETY ALTERNATES ARE ACCEPTABLE iRFAIYEW FU)W RATE (CPII / CIS) STEPS AND LADDER I.E. CLEANOUT /SHEAR 2 D ! MR GATE CS SO tY INLETPIPEMZ WA WA I b OUTLET PIPE I 112.36 SO 1 FLOWRESTRICTOR C8 NOT TO SCALE VENTED OUTLET HOOD. 018" MAXIMUM. SEE NOTE 3. BASE SECTION. PERK FILTER"" CARTRIDGES. FALSE FLOOR. T CHAMBER. 7,rCONCRETE VIDER WALL. INLET WEIR /BYPASS ASSEMBLY. FLOATABLES WEIR. PRIMARY BYPASS BETWEEN FLOW THRILL TUBES. FLOW THRU TUI INTO FILTER CH PERFORATED DRAIN-D FEED -THRU. PORTION OF THE NE 1/4 OF SECTION 6, TWP. 22 N., RGE. SE, W.M. KING COUNTY, WASIMVGTON SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID C8#8 WATER QUALITY FLOW RATE (Qa) 0.06 PEAK FLOW RATE (cfs) 0.% RETURN PERIOD OF PEAK FLOW Wm) 100 YR. # OF CARTRIDGES REWIRED 5 CARTRIDGE FLOW RATE iT MEDIATYPECSF,PERUTE, ZPG.GAC.PHS ZDG ALTERNATES ARE ACCEPTABLE iRFAIYEW FU)W RATE (CPII / CIS) PIPE DATA I.E. MATERIAL D ! MR INLET PIPE #1 115.66 SO tY INLETPIPEMZ WA WA I WA OUTLET PIPE I 112.36 SO 1T 9 CONNECTIONQ O� 40.6 0.091 RIM ELEVATION WA p - - - - - -- ANTI- FLOTATIONTTALLAST WIDTH HEIGHT O NOTESISPECNLREQUIREMF ' W/ SOLID LOCKING UD ' PER ENGINEER OF RECORD 018' MAXIMUM. SEE N07E 3. A FLOW THRILL TUBES PER ASSEMBLY. DETAIL A INLET WEIR /BYPASS ASSEMBLY & DUN -DOWN. SAllP NONE 2X 036.00' BOLTED & GASKETED ACCESS COVERS. RISERS & SLAB T&G IMPRESSIONS AS REQUIRED. FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. SEE DETAIL WASHINGTON INLET WEIR /BYPASS OUTLET SUMP GULD* ASSEMBLY. 018' MAXIMUM. SEE NOTE 3. NOTES: 1. PRECAST CONCRETE STRUCTURE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C857 AND C858. 2. FILTER SYSTEM SHALL BE SUPPLIED WITH TRAFFIC RATED (H20) BOLTED & GASKETED 036" CIRCULAR ACCESS COVERS WITH RISERS AS REQUIRED. SHALLOW APPLICATIONS MAY REQUIRE CONFIGURATIONS WITH (H20) BOLTED & GASKETED SQUARE /RECTANGULAR ACCESS HATCHES. CONTACT KRISTAR ENTERPRISES, INC FOR ENGINEERING ASSISTANCE. FIELD POURED CONCRETE COLLARS REQUIRED, BY OTHERS. 3. INLET & OUTLET PIPE(S) (0 18' MAXIMUM) MAY ENTER DEVICE ON ALL THREE SIDES OF THE INLET & OUTLET CHAMBERS RESPECTIVELY. FOR PIPE SIZES GREATER THAN 0 18", CONTACT KRISTAR ENTERPRISES FOR ENGINEERING ASSISTANCE. 4. INLET CHAMBER SHALL BE SUPPLIED WITH DRAIN -DOWN DEVICE, DESIGNED TO REMOVE STANDING WATER BETWEEN STORM EVENTS. 5. PERK -FILTER SYSTEMS MAY BE SUPPLIED WITH INDMDUAL OR MULTIPLE 18" OR 12" HIGH PERK - FILTER CARTRIDGES. FILTER CARTRIDGE MAY BE STACKED TO ACCOMMODATE HIGHER FLOW RATES. CONTACT KRISTAR ENTERPRISES FOR CAPACITIES. 6. FOR DEPTHS LESS THAN SPECIFIED MINIMUMS CONTACT KRISTAR ENTERPRISES FOR ENGINEERING ASSISTANCE. *TREATIAENT FLOW RATES SHOWN CONFORM TO WASHINGTON STATE GULD SPECIFICATIONS. MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIDGE STACK CONFIGURATION 12' 18' 12- + 12' 12- + 18- 415' T51.W7 5.00' [W.W7 1 5.92' L71.6o7 6.6Y T6o.697 DRAIN -DOWN DEVICE. SEE NOTE 4. A DIMENSION DO DO INLET WEIR /BYPASS ASSEMBLY. C L EA N O U T/ SHEA R G A T E C'8 NOT TO SCALE 6' TYPICAL rWALL THICKNESS. 018' MAXIMUM. SEE N07E J. A s 115 �J L FILTER- CARTRIDGE /STACKS. URIDGE BYPASS PORT. ^VENTED OUTLET W�16 zi 018 MAXIMUM. D OUTLETS. SEE NOTE 3. FALSE FLOOR. 4' VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS HANDLE LIFT HANDLE SHALL BE o ,/LOCK PIN A CAI nWW STACK ca6K IXIN CARRU" STACK aaANmr ATTACHED PER 12• ADJUSTABLE 18- MANUFACTURER'S 12'& -LOCK HOOK O RECOMMENDATIONS. SECTION 5.1 ROOF DOVNN$POUI'CONIROLS O w /LOCK SCREW J ALTERNATES ARE ACCEPTABLE iRFAIYEW FU)W RATE (CPII / CIS) PROVIDED MATERIAL SPECIFICATIONS IRFAIYEM Flaw , / Ci5) roTAL Flaw CIPACOY (CFS) ARE MET AND FLANGE BOLT FIGURE &I.3.A PRMRAMM sTUB4) TI COMVECPION J PATTERN MATCHES 20.4 0.015 z - SIX EVENLY SPACED HOLES 43 40.8 0.011 ON 10 3/8' BOLT CIRCLE 51.0/0.114 6.7 FOR BOLTING TO FLANGE 9 CONNECTIONQ O� 40.6 0.091 4.4 p - - - - - -- SO 680 0.152 random BY O J4.0 0.0]6 2.9 51.0 0.114 4.4 680 0.152 5.1 85.0 0.190 6.8 6 11 40.H 0.091 30 612 arm 43 81.6 0.182 .� er 89 fllerfehllC 11 41.6 aml 30 18"min 4.5 °oo °° a'Q° a A'P�P4e 19.0 U ].0 ^ v ° 11h' -&Ir wased ra* O 2J FET 29 FFEI e °D p�0 vo e p O MAXUfUM OPENING FRONT SIDE OF GATE C L EA N O U T/ SHEA R G A T E C'8 NOT TO SCALE 6' TYPICAL rWALL THICKNESS. 018' MAXIMUM. SEE N07E J. A s 115 �J L FILTER- CARTRIDGE /STACKS. URIDGE BYPASS PORT. ^VENTED OUTLET W�16 zi 018 MAXIMUM. D OUTLETS. SEE NOTE 3. FALSE FLOOR. 4' VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS A CAI nWW STACK ca6K IXIN CARRU" STACK aaANmr OMlN - IENCRI -AT,� (� 12• 18- 12'& 12- 12'& 18• FLOW RATE MTAL ILOW CAPACITY (CFS) iRFAIYEW FU)W RATE (CPII / CIS) TOTAL iLOW CIPACRY (CIS IRFAIYEM Flaw , / Ci5) roTAL Flaw CIPACOY (CFS) IR'FAIYEM FLOW RATE (CPM / as) roiAl FIDW CAPACITY (CIS) J 7 20.4 0.015 29 30.6 am 43 40.8 0.011 SO 51.0/0.114 6.7 4 9 2].2 D.WI 29 40.6 0.091 4.4 54.4 af21 SO 680 0.152 6.8 5 9 J4.0 0.0]6 2.9 51.0 0.114 4.4 680 0.152 5.1 85.0 0.190 6.8 6 11 40.H 0.091 30 612 arm 43 81.6 0.182 5.1 020 0.22 89 ] 11 41.6 aml 30 71.4 a159 4.5 95.2 0.212 51 19.0 U ].0 WXIMUM HEN L055 1.] fFEI 2J FET 29 FFEI 35 FEET TREATMENT FLOW RATES SHOWN CONFORM TO WASHINGTON STATE GULD SPECIFICATIONS. (2�CB #8 STORMFILTER DETAIL Y.'8 NOT TO SCALE U 0 �l F OLYWICFOUNDRY, INC. TRENCH X-SECTION TUTS a0pe -+ PLAN VIEW OF ROOF NTS NOT TO SCALE 0 b in ZN Q a °z 0 BEEHIVE GRATE FOR USE WRH SM60 20'x24' REV. FPAME PART NO. SM60BH 1BX22 I -\ 7 NOTES: 4 MATERIAL DUCTILE IRON, A -536, CL 80 -55 -06 5 BIRDCAGEDETAIL FOR TYPEI L8 N.T.S. R- 311608 a road drainage system rx1LY WM "nch w/ped pipe T>.5 .5 11 Dt. Lw.ncd,4 e Knew. wheys below. Call before you dig. UTIL 11 Y C O NFL I C T N O T E. UDES WHETTER SHOWN ON THESE AND SURVEYING THE HORIZONTAL 'TON. THIS SWILL INCLUDE 5 POTHOUNG ALL OF THE DOSS N0 SSINGS To PHYSICALLY VOW VS OF SAID U17LWES AS SHOWN &RIFIID PUBLIC INFORMATION AND HOULD OCCUR, THE CONTRACTOR X)MPANY TO RESOLVE ALL WRH CONSTRUCTION.