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Home My WebLink AboutR-3816120 0. 2 H O Q 0 J W 2 W 2 STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY S A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYE IS SHOWN WIT— THE MAXIMUM NUMBER OF CARTRIDGES (14) VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. 096' MANHOLE STORMPILTER PEAK HYDRAULIC CAPACITY iS 1 8 CFS IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED CARTRIDGE SELECT�ON CARTRIDGE HEIGHT 27' 18" LOW DROP RECOMMENDED --IYDRAUL1C DROP (H; 3 05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm-sf; 2 gpm.ft2 1 gpm /ft2 2 gpm /ft2 1 gpm /ft2 29 pM/ft2 1 gpm /ft2 CARTRIDGE FLOW RA -E (gpm), 22 5 11.25 1 15 7.5 1 10 5 0 0 COMECK o FRAME AND COVER (DIAMETER VARIES) N.T.S. A FLOW INLET TOP SLA SEE F COVER DETAIL SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID j I WATER QUALITY FLOW RATE (cfs) ' PEAK FLOW RATE (cfs) " RETURN PERIOD OF PEAK FLOW (yrs) BSB # OF CARTRIDGES REQUIRED ' CARTRIDGE FLOW RATE �XXXx. MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ' l PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 APPROVED: OUTLET STUB xxx.XXl INLET PIPE #2 m Z " OUTLET PIPE M 'LOPED LID YE5`NO SOLID' COVEK YES` RIM ELEVATION ' ANTI - FLOTATION BALLAST t WIDTH HEIGHT NOTES /SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD CONTRACTOR TO GROUT TO FINISHED GR/ GRA RING/RISE INLET PIPE CAR' PLAN VIEW STANDARD OUTLET RISER FLOWKIT 43A SECTION A -A _ET a A )UTLET I.D. MANHOLE ZUCTURE D. FLOATABLES BAFFLE INSIDE HEIGHT 6' TYPICAL 'DRAULIC DROP (H) INLET INV. O OUTLET INV. GENERAL NOTES CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2 DIMENSIONS MARKED WITH ( I ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY. 3 FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS _LC REPRESENTATIVE www ContecrIES com 4 STORMFILTER WATER QUALITY STRUCTURE SHALT_ BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING 5 STRUCTURE SHAD_ MEET AASHTC HS20 LOAD RATING. ASSUMING EARTH COV =R OF 0' 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO 6 FILTER CARTRIDGES SHALL BE MEDIA- FILLED. PASSIVE. SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS 7 SPECIFIC FLOW RATE iS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). NSTALLATION NOTES 1 ANY SUB -BASE. BACKFIL_ DEPTH. AND /OR ANTI- FLOTATION PROVISIONS ARE S TE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD 2 CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED) 3 CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4 CONTRACTOR TO PROVIDE. INSTAL_. AND GROUT INLET PIPE(S) 5 CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR 6 CONTRACTOR -0 TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. StormFilter' WNTECH" SCIIIIII LLrC www.ContechES.com 9025 Centre Pointe Dr., Suite 400. West Chester OH 45069 800- 338 -1122 513- 645 -7000 513 -645 -7993 FAX ��L PETS o� l NTS Stormfilter Standard Detail i 6. 4- CARTRIDGE CATCHBASIN -PLAN VIEW 1 � 4 "0 OPENING 3._8.. 2_611 _8 -.011111111 IN51DE IN51DE IN51DE 10' -1" OUT51 DE 4- CARTRIDGE CATCHBASIN - SECTION VIEW A ACCE55 COVER OVER. - 2 1 i2" )NCRETE COLLAR. =E NOTE 6 TORMFILTER ARTRI DGE ;TrP) SEE NOTE 2' -jERDRAIN (TYP) INLET GRATE a d � L < < L a 8 Z�7 - G d C G G d 4 < < G L l ° Y G .-. — r-, r-. — — — .- -..- -. r, ... r, G < Ga G G a G < < D < ° d < 4' 2' -4" 4' IN5IDE RIM IN5IDE RIM IN5IDE RIM 101-511 OUT5IDE RIM 4- CARTRIDGE CATCHBASIN - TOP VIEW i Approved By: j I Approved By: I i Approved By: I Approved By: < T L I < I 2' -4" INSIDE RIM L - L < 1 < GENERAL NOTES 1) 5TORMFILTER DY CONTECI-1 5TORMWATEP 50LUTION5: PORTLAND. OR ((500) 548 -4667: 5CARDOROUGr1, ME (877) 907 -8676; LINTI-11CUM, MD (6'G' 740-33 740 -33 18. 2) FILTERS TO DE 51P1-1ON-ACTUATED AND SELF- CLEANING. 3) STEEL STRUCTURE TO DE MANUFACTURED OF 114 INCI1 STEEL PLATE. 4) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET 5HOULD NOT DE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO DE SPECIFIED SY ENGINEER AND PROVIDED 5Y CONTRACTOR. 5) CB'F EQUIPPED WITI1 4 INCH (APPROXIMATE) LONG 5TU55 FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET 5TU5 15 8 INCNE5 IN DIAMETER. MAXIMUM OUTLET 5TUB 15 15 INCHES IN DIAMETER.. CONNECTION TO COLLECTION PIPING CAN DE MADE U51NG FLEXIBLE COUPLING BY CONTRACTOR. 6) FOR 11 -20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED 5Y CONTRACTOR. 7) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. COUGHLIN PORTERLV N DEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460 "4% 36936 ' w SEATTLE. WA 98104 F: 206/343 -5691 S ou-rur�or�T C�STE��G�. SECO DEVEI.OPMENT- INC. A/10 1110 11 Z7H AVE NE SU-1E 5Ce BELLEVUE.'1L'A WKU t425.4632WQ I f425.46_4_M;2 ! ulvar,yG2 c�or NO. PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 REVISION -BUILDING WALL HOTEL MECH'L ROOM HIGH LEVEL ALARM LIGHT (FLASHING) HYDROMATIC DUPLEX "Q" CONTROL PANEL WITH U.L.913 LABELED WITH SAFE CIRCUIT EXTENSIONS FOR FLOATS, CONTROL HEAT SENSOR, AND SEAL SENSOR. PANEL (EMERGENCY QUICK CONNECT) NOTES: . PUMPS SHALL BE A DESIGN /BID ITEM MEETING THE FOLLOWING REQUIREMENTS: DUPLEX PUMPS TO ALTERNATE LEAD /LAG Q1 = 260 GPM 0.26 cfs)(LEAD) Q2 = 260 GPM LEAD +LAG) MIN DESIGN HEAD = 10.0 FT (22.50 FT) 2. RAILS SYSTEM SHALL BE PER MANUFACTURER 3. CONTACT MANUFACTURER FOR CONTROL PANEL. CONTROL PANEL TO BE INCLUDE VISUAL AND AUDIBLE ALARMS. SEE ELEC'L PLANS FOR SUPPLY FEED. 4. PROVIDE A NON CORROSIVE CHECK VALVE AND A 'QUICK RELEASE' CONNECTOR FITTING ON THE PUMP 5. ALL ELECTRICAL HOOKUPS OF THE PUMP MUST BE INSPECTED BY THE CITY OF RENTON. 6. LEAD AND LAG TO ALTERNATIVE EACH PUMP CYCLE U FTI N G EYE TYP 0 F 4 RMANENT 'OL ELEVATION 4- CARTRIDGE CATCHBASIN - SECTION VIEW w m _wLi NMI qwwww STORMWAHR SOLUTIONS.. contechstormwate r. com BSB 2/6/15 XX;< SURVEYED: BSB 3/12/15 . DESIGNED: BSB BSB 4/3/15 xx PvIEDIA TYPE (CSF. PERIL TE. ZPG; �XXXx. RIM ELEVATION DRAWN: LPL l PIPE DATA: CHECKED: JNP B Y DATE A P P R APPROVED: SIDE 41101 2'- OUTLET STUB (SEE NOTE' 4$ 5) 2 "0 OUTLET PIP) FROM UNDERDRAIN PERMANENT POOL OUT5IDE -ION VARIE5 3 5/8" MAX. INLET 'TU 5 (OPTIONAL, (5EE NOTES 4$ 5, 4- CARTRIDGE CATCHBASIN - SECTION VIEW R- 381612 _D FOR H2O LOADING _SS HATCH R & FRAME MOUNTED kT BRACKET OF STRUCTURE EL 21.5f SHEET C301 OUTLET 0 33.39 NECT TO EX TUNNEL 9.00 Date: Dare: Dare: Date: r. GUIDE RAIL SUPPORT (TYP) CEMAIN DISCHARGE PIPE r. GUIDE RAILS kT SWITCHES PER UFACTURER TYPE 2 STORM MANHOLE NTS Stormwater Pump Detail 4- CARTRIDGE CATCHBASIN STORM ffI LTER DATA STRUCTURE ID XX;< tA/4TER QUALITY FLOW RATE (Cf5' X.XX PEAK FLOW RATE . RETURN PERIOD OF PEAK FLO'"A' ' r5 XXX CARTRIDGE FLOW RATE '1 5 OR ?.5 m xx PvIEDIA TYPE (CSF. PERIL TE. ZPG; �XXXx. RIM ELEVATION XXX -AX l PIPE DATA: I.E. DIAMETER INLET STUB XXX.XX' XX" OUTLET STUB xxx.XXl XX' m Z CONFIGURATION OUTLET 0 01 1001 N SET M 'LOPED LID YE5`NO SOLID' COVEK YES` NOTE' /SPECIAL REQUIREEMENT5: NTS Steel Catch Basin Stormfilter Standard Detail - 4 Cartridge Unit 12 SCAB. HORIZONTAL NAD 1983/1991 ,► THE HOTEL AT SOUTHPORT �1 2.22.2014 AS NOTED •. ,�- CITY OF RENTON WASHINGTON PDe001 wu RENTON ONE INCH DATUM DRWNG NO: AT FULL SCALE Planning /Building /Public Works Dept. DRAINAGE DETAILS C31 1 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: F =Z z T x > O D Z G1 Z C M x w T O . G'1 Z \/ 46 tJ Z l C z- c Z m Z M > =Z z T x > O D Z G1 Z C M D x w T O . M F _ \/ 46 tJ l z- c D T O M F _ D i fi l _ L 7