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Home My WebLink AboutR-406810A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. C:) co 00 I W I- z 0 W z W I- X Lu Lu Q rr Q 0 0- ~ NTS NTS NTS O 0 Not Used Not Used 2 Not UsedNTS 3 Not Used 4 W CONCRETE COLLAR ACCESS VANED INLET GRATE AND REBAR TO COVER (SOLID COVER OPTIONAL) MEET HS20 IF APPLICABLE BY CONTRACTOR A r A °v v z STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 4 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF FOUR CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/sf 1.67' gpm/sf 1 1 gpm/Sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf I 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 1 18.79 1 11.25 15 1 12.53 1 7.5 15 1 12.53 1 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL (A) 1'-0" V-0" 2'-0" OVERALL STRUCTURE HEIGHT (B) 3'-9" 4'-9" DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 4 FRAME AND VANED GRATE S+ e NOTES" PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 18„ CONCRETE ALL METAL PIPE 21" CPSSP+ STD. SPEC. 9,-05.20 18" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 21" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 21" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE 1.67 gpm/Sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB®(PSORB) MEDIA ONLY 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE 2",4",6",12", OR 24" SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION I I 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE _ ___ _______ __ _ __ ______________ ____ * I e -° / - t GENERAL NOTES ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE / a I \ ' e + a ° 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. < / Ja KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF a• e a -J ° ae ----------��--�,----� -,-a - -�� _ - - 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR ONE #3 BAR HOOP FOR 6" HEIGHT 0.12 SQUARE INCHES PER FOOT MAY BE USED. INCREMENT (SPACED EQUALLY), CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com SEE NOTE 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM RECTANGULAR ADJUSTMENT SECTION GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE THIS DRAWING. PIPE IS LLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH 4'-0" 2'-4" 4'-0" 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET IF APPLICABLE AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY ( ) ~INSIDE STANDARD SINSTAPEC FICATION 9 04.3 3 DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT RIM INSIDE RIM INSIDE RIM CONTRACTOR. STHEHALMAXL EI 5UM 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE oA 3s 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 2p OF THE STEEL SFCB. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY 10'-5" _ 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD 0 8" BE SLOPED ATARATE OF 1H:24VORSTEEPER. COLLAR OUTSIDE RIM OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION, USING FLEXIBLE COUPLING BY CONTRACTOR. 7. ALLPICKUPHOLES SHALL BEGROUTED FULL AFTER THE INLET HAS BEEN PLACED 7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD USE GROUT TYPE 2 FOR I 6" STANDARDSPECIFICATION 9- 03R2NK APPLICATIONS IN ACCORDANCE WITH RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH PLANVIEW BY CONTRACTOR. STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. NOTE: 8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE TWO #3 BAR HOOPS 27" CARTRIDGES CATCH BASIN CONFIGURATION SHOWN 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. FOR REFERENCE ONLY. REFER TO DATA 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). REDUCING SECTION 10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS DETERMINED STRAIGHT EDGE OF SUFFICIENT TABLE FOR CONFIGURATION OF FILTERS FLUSH WITH PAVEMENT AS WITH A AND INLET GRATE. .-1 LENGTH. INSTALLATION NOTES `P 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY A �YtJ COMPLETION. ENGINEER OF sFFNor�s #38AR HOOP B. CONTRACTORTO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES \ PROVIDED). S��ocE6 / / \ 10'-1" C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. / /I I I / i #3BAR EACH CORNER 18" MIN. T-8" 2'-8" T-8" FLOATABLES BAFFLE LIFTING EYE OPTIONAL SLOPED LID (TYP. OF 4) B PERMANENT POOL ELEVATION u� - - - - - - - FINISHED GRADE - n ,-J III_ITI-1I'- o 0 --------- - 1-MITI ` O WEIR A _ WALL o PERMANENT 5" _ POOL ELEVATION 5 4 STORMFILTER LL CARTRIDGE TYP. 3 m FLOW � FILTRATION -_ BAY INLET TYP. CARTRIDGE INLET STUB O FLOW KIT TYP. SUPPORT TYP. (OPTIONAL) i OUTLET STUB a - - a OUTLET PIPE � a CLEANOUT ACCESS B 2-0 FROM FLOWKIT PLUG ON WEIR WALL CATCHBASIN FOOT ~ INSIDE ~ N (TYP. OF 4) CATCHBASIN FOOT 2'-OY2' (TYP. OF 4) OUTSIDE 11 #3 BAR EACH CORNER / tq BAR EACH SIDE � `I / #3 BAR EACH WAY J SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NT5) STD. PLAN - 200.10 �cR PUBLIC WORKS PPR D: DEPARTMENT CATCH BASIN TYPE 1L GAZ 9/28/2018 I :45 Al DATE NTS Catch Basin Type I L R-406810 SECTION A -A SECTION C-C IN COMPLIANCE WITH CITY OF RENTON STANDARDS F C%�►,NTECH® 4 CARTRIDGE CATCHBASIN CONSTRUCTION RECORD DRAWING TheSt"rmw"Mr Ma"9 e° ENGINEERED SOLUTIONS LLC STORMFILTER This construction record drawing is a copy of a cad file prepared by 01 Storm Filter® www.contechES.com COUGHLIN PORTER LUNDEEN and has been edited to reflect field �a�,�E-o..E"-"TMwo.��P"" „ 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 STANDARD DETAIL verified invert and rim elevations of the storm, sanitary sewer and water 0 800-526-3999 513-645-7000 513-645-7993 FAX main systems. Field verified invert and rim elevations were obtained by KLB CONSTRUCTION IN JUNE 2022 Nts The on -site private storm drainage facilities and public/private water and ( 4) Cartridge Catch basi n Stormfi lter Standard Detail sewer systems were installed in accordance with the approved plans and F WAS S �� the documented field revisions and function as intended. _ f IZO'°L NAVD 19/1 PARK AVENUE NORTH EXTENSION / / 7 c' RECORD DRAWINGS 07 08 22 SURVEYED: SCALE` DATE` � T E N W TRS HORIZONTAL NAD 1983/1991 04 30 202� COUGHLINPORTERLUNDEEN DESIGNED: As SHOWN t%Ri CITY OF RENTON, WASHINGTON FlELDBOOK: Transportation Engineering Northwest RENTON PAGE p 33708 �o � p g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: PRW DRAWING No: Transportation Planning I Design I Traffic Impact & Operations ONE INCH DATUM 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED: C _ 2 1 1 SIGNAL �� ^n Office (425) 889-6747 801 SECONDTTLE,W AVENUE,98104SUITE900 (206)34nc.com BSB AT FULL SCALE Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS I I SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY SHEET: ^ O OF, Phone:425-250-5004 30 4-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTUREID WATER QUALITY FLOW RATE cfs 0.0935 PEAK FLOW RATE <1 cfs <1 RETURN PERIOD OF PEAK FLOW rs 100 CARTRIDGE FLOW RATE m 11.25 MEDIA TYPE PERLITE, ZPG, PSOI]LBL ZPG RIM ELEVATION 21.50 PIPE DATA: I.E. DIAMETER INLET STUB 19.50 12" OUTLET STUB 18.45 12" CONFIGURATION OUTLET 1001 1001 INLET SLOPED LID IYESINO SOLID COVER YES N NOTES/SPECIAL REQUIREMENTS: SLOPE LID 2%CROSS SLOPE TO MATCH PAVEMENT SLOPE. *PER ENGINEER OF RECORD C") CV CV C:) T Al LJ N co (D C:) C:) I 4 o- 7 z 0 ' V ) z LU I- X LU LU Q i IL Ir 0 0- 2 0 W