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HomeMy WebLinkAbout006 - Storm Filter Catch Basins - CPL Review 2021.06.21 11835 NE Glenn Widing Dr. Portland, OR 97220 Ph: 800.548.4667 Fax: 503-240-9553 www.conteches.com Sequence Number Site Designation Product Description 10 CB #A5 StormFilter, Catch Basin, Steel, 4 Cartridges 20 CB#C2 StormFilter, Catch Basin, Concrete, 1 Cartridge Remarks: 1. Please confirm that the structure(s) shown on the attached submittal meet(s) the requirements of your project. 2. Please note heaviest section weights provided. 3. Please submit your approval or request revisions by checking the appropriate box below and returning this form and the approved submittal to CONTECH Engineered Solutions. 4. Upon receipt of “approved” submittal, the system(s) shall be released to manufacture. THE ATTACHED DRAWING(S) ARE: APPROVED AS SUBMITTED. No written comments/changes. Please cast the structure(s). APPROVED AS NOTED. Please cast the structure(s). NOT APPROVED. Do not cast the structure(s). Revise and resubmit. Certs/Inspection Required, Contract # __________________________ WSDOT Inspection required? If Yes, please complete the info below: WSDOT CONTRACT #____________ WSDOT FA# ______________ AUTHORIZED APPROVAL__________________________________________________ Please sign above Date APPROX. DATE NEEDED ________/________/________ To: Brittany Kinsella – Ferguson From: Anna Maggio Date: 6/18/2021 Project: 677495 – Park Ave North Extension Location: Renton, WA Copies/Pages: 5 Including cover 2'-4"INSIDE RIMACCESS COVER 10'-5" OUTSIDE RIM 2'-4" INSIDE RIM 4'-0" INSIDE RIM 4'-0" INSIDE RIM 1'-0"1'-9" TYP PLAN VIEW INLET STUB SECTION A-A SECTION C-C SECTION D-D STORMFILTER CARTRIDGE CLEANOUT ACCESS PLUG ON WEIR WALL FLOW KIT 1'-818"(1'-0")(514")Ø12" OUTLET STUB INV. ELEV. 18.45' 2'-0" INSIDE 2'-012" OUTSIDE PERMANENT POOL ELEVATION (4'-9")1'-10"CARTRIDGE SUPPORT PERMANENT POOL ELEVATION CATCH BASIN FOOT (TYP. OF 4) 3'-8"2'-8"3'-8" 10'-1" 5" 5" 27" OUTLET STUB 90°50°C C B 27" CARTRIDGES B D D Ø12" INLET STUB INV. ELEV. 19.50'2'-834"Ø2" OUTLET PIPE FROM FLOWKIT FLOW 3.05'2.00'FLOATABLES BAFFLE WEIR WALL SECTION B-B LIFTING EYE (TYP. OF 4)6"1'-2" VANED INLET GRATE 28" x 28" VANED INLET COVER OPTIONAL SLOPED LID CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER RIM ELEV. 21.50 ' AA 1 CONTRACTORNON-POWDER COATED STEEL CATCH BASIN CONCRETE COLLAR AND REBAR (2 #4 BARS, EACH FACE, AND #4 TRIM BARS) BY CONTRACTOR 1 CONTRACTORNON-POWDER COATED STEEL CATCH BASIN 27" COUNT DESCRIPTION INSTALLED BY 4 , 11.25 GPM, ZPG CARTRIDGE (PNK)CONTECH 1 FLOW KIT CONTECH 1 28" x 28" VANED INLET COVER w/GASKET CONTRACTOR 2 28" x 48" ACCESS COVER w/GASKET CONTRACTOR 11835 NE Glenn Widing Drive, Portland, OR 97220800-548-4667 503-240-3393 800-561-1271 FAXCONTRACT CONTECH DRAWING REVISION DESCRIPTIONDATEMARKBY THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.4 CARTRIDGE STEEL CATCHBASIN677495-010PARK AVENUE NORTH EXTENSIONRENTON, WASITE DESIGNATION: CB #A5WATER QUALITY 0.0935 CFSFLOW RATE SITE DESIGN DATA PEAK FLOW RATE <1 CFS 100 YRSRETURN PERIOD OF PEAK FLOW ZPGFILTER MEDIA TYPE MATERIAL LIST- PROVIDED BY CONTECH 05/20/21 DATE: APPROVED: JMD CHECKED: SHEET:\\PSUWQKTWCRMF01.QUIKRETE.NET\MERLIN\PROJECT\ACTIVE\677400\677495\677495-10-STORMFILTER\DRAWINGS\677495-10-SFCB4.DWG 5/20/2021 9:04 AMOF JMD DRAWN:DESIGNED: JMD 677495 1 SEQUENCE No.: 010 PROJECT No.:The design and information shown on this drawing isprovided as a service to the project owner, engineerand contractor by Contech Engineered Solutions LLC("Contech"). Neither this drawing, nor any part thereof,may be used, reproduced or modified in any mannerwithout the prior written consent of Contech. Failure tocomply is done at the user's own risk and Contechexpressly disclaims any liability or responsibility forsuch use.If discrepancies between the supplied informationupon which the drawing is based and actual fieldconditions are encountered as site work progresses,these discrepancies must be reported to Contechimmediately for re-evaluation of the design. Contechaccepts no liability for designs based on missing,incomplete or inaccurate information supplied byothers.www.contechES.com1 PERFORMANCE SPECIFICATION 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 38 SECONDS. SPECIFIC FLOW RATE SHALL BE 1 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM). GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS REPRESENTATIVE. www.ContechES.com 3.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4.STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER 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. 5.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. FOR HS20 LOAD RATING ON STRUCTURE, CONCRETE COLLAR IS REQUIRED AND TO BE PROVIDED BY CONTRACTOR. 6.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). D.CATCHBASIN STORMFILTER EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. E.STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. F.FOR H20 LOAD RATING, CONTRACTOR TO PROVIDE CONCRETE COLLAR WITH REINFORCEMENT, AS SHOWN. G.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STRUCTURE WEIGHT APPROXIMATE HEAVIEST PICK = 3,500 LBS EOR to provide rim elevations at all four corners of lid to be sloped; sloped lids require a minimum height difference of 2" for constructability and can only be sloped in a single direction. If rim elevations are not provided, the SFCB will be drawn and fabricated with a flat lid. RIGHT SIDE VIEW 2 BAY SUMP BYPASS WEIR ASSEMBLY 2'-0"2'-3"OUTLET MATERIAL LIST COUNT DESCRIPTION INSTALLED BY 1 18", 7.5 gpm, ZPG, CARTRIDGE CONTECH 1 RESTRICTOR DISK (BLUE POLY), 7.5 gpm CONTECH CONTECH 1 PLASTIC 2 BAY SUMP, WITH CONNECTORS CONTECH 1 ALUMINUM 18" BYPASS WEIR CONTECH 1 ALUMINUM BAFFLE CONTECH 2 ALUMINUM BAFFLE SUPPORT CONTECH 1 12" DI OUTLET PIPE BOOT S106-16WP-EX CONTECH 1 61" x 32" GALV. STEEL VAULT FRAME, EJ #00820990 CONTRACTOR 1 28" X 28" SOLID COVER, EJ #00820920 CONTRACTOR 1 28" X 28" VANED GRATE, EJ #00820930 CONTRACTOR 1 SFCB-C SINGLE HARDWARE KIT CONTECH 2'-458"STORMFILTER CARTRIDGE, NO CLAW REQUIRED PERMANENT POOL ELEVATION 2 BAY SUMP ELEVATION VIEW OUTLET PIPE WITH BOOT 12"Ø DI (16"Ø OPENING) BYPASS WEIR ASSEMBLY 2'-4"258"2'-1058"OUTSIDE BOTTOM ELEV. 19.08 OUTLET 1 INVERT ELEV. 19.58 TOP OF STRUCTURE ELEV. 21.75 RIM ELEV. 21.97+/- PLAN VIEW CASTINGS NOT SHOWN BYPASS WEIR ASSEMBLY 2'-0"4'-5"FLOW90°STORMFILTER CARTRIDGE, NO CLAW REQUIRED 28" X 28" SOLID COVER 28" X 28" VANED GRATE PLAN VIEW2'-8"5'-1" 1'-4" CONTRACT CONTECH DRAWING 800-338-1122 513-645-7000 513-645-7993 FAX9025 Centre Pointe Dr., Suite 400, West Chester, OH 4506905/24/21 DATE: APPROVED: JMD CHECKED: SHEET:\\PSUWQKTWCRMF01.QUIKRETE.NET\MERLIN\PROJECT\ACTIVE\677400\677495\677495-20-STORMFILTER\DRAWINGS\677495-020-SFCBC-1-CONFAB.DWG 6/17/2021 2:06 PMOF SEL DRAWN:DESIGNED:The design and information shown on this drawing isprovided as a service to the project owner, engineer andcontractor by CONTECH Construction Products Inc. orone of its affiliated companies ("CONTECH"). Neitherthis drawing, nor any part thereof, may be used,reproduced or modified in any manner without the priorwritten consent of CONTECH. Failure to comply isdone at the user's own risk and CONTECH expresslydisclaims any liability or responsibility for such use.If discrepancies between the supplied information uponwhich the drawing is based and actual field conditionsare encountered as site work progresses, thesediscrepancies must be reported to CONTECHimmediately for re-evaluation of the design. CONTECHaccepts no liability for designs based on missing,incomplete or inaccurate information supplied by others.JMD 677495 JMD SEQUENCE No.: 020 PROJECT No.: 1 1 REVISION DESCRIPTIONDATEMARKBY106/27/21OUTLET ELEV, FLOW RATE, INSIDE HEIGHTSEL www.ContechES.comPERFORMANCE SPECIFICATION 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 38 SECONDS. SPECIFIC FLOW RATE SHALL BE 1.00 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM). GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4.STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING WITH ASTM C-857 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. C.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS AS SHOWN ON DRAWINGS. D.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STRUCTURE WEIGHT APPROXIMATE HEAVIEST PICK = 3500 LBS MAX. FOOTPRINT: 5.08' x 2.67'. SITE DESIGN DATA WATER QUALITY FLOW RATE 0.01 CFS PEAK FLOW RATE <1.00 CFS RETURN PERIOD OF PEAK FLOW 100 YRS FILTER MEDIA TYPE ZPG THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.STORMFILTER CATCHBASIN - CONCRETESFCBC-1 - 677495-020PARK AVENUE NORTH EXTENSIONRENTON, WASITE DESIGNATION: CB#C21 1 1 1 OUTLET INVERT LOWERED BY 1" DUE TO MANUFACTURING CAPABILITIES. EOR TO CONFIRM INVERT. 00820930reserve the right to modify specifications withoutejco.com®Revised By:DJHDJH-Copyright © 2018 EJ Group, Inc.- Designates Machined SurfaceUndippedprior notice. 05/02/201907/22/2019All rights reserved.-Materials-Load RatingDuctile Iron (80-55-06)Heavy Duty HS25180 Sq. Inches-Open Area-Coating-ASTM A536registered marks, patents, trade secret information,and/or know how that is the property of EJ Group, Inc.--Country of Origin: USACONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential information, Weights (lbs/kg), dimensions (inches/mm)and drawings provided for your guidance. We800 626 4653Designer:DisclaimerDrawing RevisionContactProduct NumberDesign FeaturesCertification8209M Grate5/8" SHARPFACE GOTHIC1/2" SHARPFACE GOTHICCONTECH ENGINEERED SOLUTIONSWWW.CONTECHES.COM1-800-338-1122325-000240AABBBOTTOM VIEW8209MPROD NOMO/DY/YR XASTM A536 DIRECYCLE LOGOSECTION A-A27 3/4" 2" 2 3/4"(TYP) 5"(TYP)SECTION B-B2 13/16"(TYP) THRU HOLE(2) 1" DIALOGOCUSTOMSTANDARD EJDIAMOND TREADBBAABOTTOM VIEWSECTION B-B 27 3/4" SECTION A-A 1" 27 3/4" 2" 2 5/8" 8209CPROD NOMO/DY/YR XASTM A48 CL35BRECYCLE LOGO00820920reserve the right to modify specifications withoutejco.com®Revised By:DJHDJH-Copyright © 2018 EJ Group, Inc.- Designates Machined SurfaceUndippedprior notice. 05/02/201907/22/2019All rights reserved.-Materials-Load RatingGray Iron (CL35B)Heavy Duty HS25n/a-Open Area-Coating-ASTM A48registered marks, patents, trade secret information,and/or know how that is the property of EJ Group, Inc.--Country of Origin: USACONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential information, Weights (lbs/kg), dimensions (inches/mm)and drawings provided for your guidance. We800 626 4653Designer:DisclaimerDrawing RevisionContactProduct NumberDesign FeaturesCertification8209C Cover