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HomeMy WebLinkAboutR-435422LO Nt I O I �.`..� 1 SITE SPECIFIC DATA C/L PROJECT NUMBER WETLMDMEDIA BED _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROJECT NAME RRFS#16 PROJECT LOCATION Renton, WA PATENTED PERIMETER VOID AREA , - 4. = STRUCTURE ID TREATMENT REQUIRED TREATMENT FLOW (CFS) 0.370 PRETREATMENT LOADING RATE (GPM/SF) 2.1 GPM/SF WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 ; - E.r El PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE (CFS) ; )-`;' ❑ DATA I.E. MATERIAL DIAMETER INLET PIPE 1CONTECH -------- INLET PIPE PRE -FILTER ------ i OPTIONAL __------ DRAIN OUTLET PIPE INLET PIPE 2 OUTLET PIPE PRETREATMENT BIOFILTRARON DISCHARGE RIM ELEVATION SEE NOTES CARTRIDGE CURB INLET DOWN LINE SEE NOTES SURFACE LOAD PEDESTRIAN VIEW NOTES:PLAN PRELIMINARY ONLY - NOT FOR CONSTRUCTION INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. J. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 4. CONTRACTOR RESPONSIBLE FOR CONTACTING CONTECH FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A CONTECH REPRESENTATIVE. 5. ALTERNATE DEEP FRAME & COVER ORIENTATION USED WHEN CEILING TO MEDIA DISTANCE IS 2.5' OR GREATER. 6. VERTICAL HEIGHT VARIES BASED ON SITE SPECIFIC REQUIREMENTS. ACO DRAIN One meter channel 39.37" (1 meter) _ 5.12" (130mm) I_ � 3.94" (100mm) 4.72" (120mm) U] 3.94" (100mm) I�I� „� �• to 11.81" t3o0mm Half meter channel 3.74" (95mm) 19.69" (0.5 meter) 1.33" (34mm) O O 6.69" (170mm) K1-0103 T'h � 1 8.. 6" (22 m) K1-0203 B A lvw 1063" (270mm) K1-0303 12.60" (320mm) K1-0403 Knock -outs included on every 5th channel B:PA O O Type K901S In -line catch basin 19.69" (500mm) 10.06" (255mm) 22.67" (576mm) 5.12" (130mm) _ 3.98" (100mm) HER POE m ) izZ:; )I [ of0 �� •lV •!V O OE, I I *.A*.A Total capacity = It v 10.49 gallons v v -aJ r � r r i r I 2 I � � I 16'-D" ELEVATION VIEW PRUPRIETARY AND CONFIVEN7/AL: M O D U L A R THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE ETLANDS PROPERTY OF CONTECH AND ITS COMPANIES THIS DOCUMENT, FOR PATENT INFORMATION, GO TO NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MOD, www.ContechES.com/IP IN ANY MANNER WITH OUT THE WRITTEN CONSENT OF CONTECH. i VERTICAL UNDERDRAIN MANIFOLD BYPASS OVERFLOW WEIR FLOW CONTROL RISER IE OUT LEFT END VIEW RIGHT END VIEW CV40NTECHO MWS-L-8-16-V-UG ENGINEERED SOLUTIONS LLC STORM WA TER BIOFIL TRA TION SYSTEM www.CortechES.com STANDARD DETAIL NTS MODULAR WETLAND SYSTEM #1 - 81xl 6' ACO DRAIN KlassikDrain - KS100 Stainless steel edge rail channel system Part Invert Weight Description No. Inches® mniP Lbs. KS1-28 Sloped channel - 39.37" (lm) 74428 9.45 240 49.8 KSl-29 Sloped channel - 39.37" (lm) 74429 9.65 245 50.6 KS1-30 Sloped channel - 39.37" (lm)© 74430 9.84 250 51.4 KS1-030 Neutral channel - 39.37" (lm)'b 74447 9.84 250 51.4 KS1-0303 Neutral channel-19.69" (0.5m)l) 74448 9.84 250 24.0 KS1-31 Sloped channel - 39.37" (lm) 74431 10.04 255 52.2 KSl-32 Sloped channel - 39.37" (lm) 74432 10.24 260 53.0 KSl-33 Sloped channel - 39.37" (lm) 74433 10.43 265 53.8 KS1-34 Sloped channel - 39.37" (IT) 74434 10.63 270 54.6 KSl-35 Sloped channel - 39.37" (1m)D 74435 10.83 275 55.4 KS1-36 Sloped channel - 39.37" (lm) 74436 11.02 280 56.2 KS1-37 Sloped channel - 39.37" (lm) 74437 11.22 285 57.0 KS1-38 Sloped channel - 39.37" (lm) 74438 11.42 290 57.9 KSl-39 Sloped channel - 39.37" (lm) 74439 11.61 295 58.7 KS1-40 Sloped channel - 39.37" (lm)D 74440 11.81 300 59.5 KSl-040 Neutral channel - 39.37" (Inn)1) 74449 11.81 300 59.5 KS1.0403 Neutral channel-19.69" (0.5mp 74450 11.81 300 27.5 KS1-901S Inaine catch basin-19.69" 10.5mP 94609 27.63 702 52.6 KS1b21S catch basin-19.69" (0.5mP 94618 28.86 733 55.8 KS1-631S catch basin-19.69" (0.5m)?D 94632 40.86 1038 65.8 Series 600 Optional plastic riser 99902 - - 10.0 Foul air trap -fits both 900 & 600 series basins 90854 - - 1.2 KS1-304b 6" Inlet Cap 96844 9.84 250 5.2 KS1-308fi 6" Outlet Cap 96845 9.84 250 5.0 KS1-404-6 6" Inlet Cap 96846 11.81 300 6.0 KS1-4086 6" Outlet Cap 96847 11.81 300 5.8 Universal end cap 96822 11.81 300 0.4 Debris strainer for 4" bottom knockout 93488 - - 0.2 4" Oval to 6" round outlet adapter 95140 - - 1.1 Kl-Installation device 97477 - - 2.8 Grate removal tool 01318 - - 0.3 Kl-QuickLok locking bar 02899 - - 0.1 •'"" • t" Notes: Outlet flow rates 1. This channel offers a bottom knockout feature; 4" round/6" oval. 2. Inverts shown are for the male end; for female invert depth subtract 5mm (=0.2") from the male invert (except for neutral channels, where it will be same as male invert). Outlet Product Outlet size Invert GPM CFS E _ E w ' Bell end to fit 4" Sch. 40 pipe N_ Q-4 Q COO) (Jr"' C j_1.85" (47mm) 6" Oval inlet cap 1.2" (30mm) O O D K304/308 tltl° 11.02" 1280mm) Plain end to fit 6" Sch. 40 pipe V V K404/408 E 12.99" (330mm) 5.3 (134mm) 6" Oval outlet cap ACC, Inc. _ SPECw•" Northeast Sales Office West Sales Office Southeast Sales Office Electronic Contact: 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road info@acousa.com Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 www.acousa.com Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543-4764 on Note: These are the pipe flow rates at the specified outlet, NOT channel flow rates. Catch basin Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 flow rates are without trash bucket- using trash bucket reduces flow. Fax: (440) 639-7235 Fax: (520) 421-9899 MMMO 0 February 2019 ACO, Inc. This information is believed to be accurate but d is not guaranteed to be so. We cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibility to evaluate suitability and safety of product for his own use. ACO, Inc. reserves the right to change the product and specifications without notice. v1.1 February 2019 www.acousa.com February 2019 www.acousa.com NTS KS100 Trench Drain 3 SAW CUT SHALL BE V17RTFCAL AND IN STRAIGHT L1h1E5 SEE INSDOT STANDARD SPi`CIFICA.TION 5-01,3(E) 6,� - AND NOTES 6ELOIN MI ExISTiNG c4MPACTEI} BASE SIDE OF iREfiCii 1Y MIN.( CSM. SANK RUN GRAVEL FOR TRENpI QACkkFILL CRAVEL BORROW {9-03A4(1)) PER WSQUT STANDARD SPECIFCCATIONS OR NATIVE 14ATEVILA IF APFROVE0 IN WRITING BY EKCJNEER BASED ON GEMCH REPORT, COMPACTED TO 95X MODIFIED PROCTOR - PANEL REPLACEMENT DETERYINATiON FULL CEMENT CONCRETE PANEL REPLACEMENT: FOIE CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORI= OF THE FOLLOWING CONDITIONS EXIST: CONDITIONS A001110NAL RLQULffLMEUTS ALL SUS ROUTES ALL INTERSFCTiONS PLUS DRE PANEL 1 CYOND THE OLPRB 1TETURM 40% 4R GREATER OF oisrIND PANEL REMOVAL EXCELLENT C4hpD1TTdN (BASED ON VISUAL AND/OR NON -DESTRUCTION TESTING PRINCIPgt, MINpIi, COLLECTdR ARTERIALS AND ALLL STREETS IN aM WITHOUT BUS ROUTES PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE MATERIAL AND CON57RUCTION REQUIREME141S OF WSD01 STANDARD SPEDFICAnON 5-45 - SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES EXISTING CONCRETE PAVEMENT ' SEE NOTES BELOW . 11 V MN. '-SIDE OF TRENCH COMPACTED CROSHED SUf2FAC1K0 TOP tOi1R5E- NOTES: I. IRAN5VERSE JOINTS 1-1/2' DiA_U, k 18 0 12" DOWEL EARS ON CENTER MCETPIIG W544T STANDARD SPECtFiCATICN 9-07.5. 2 LQ GMIDWAl .Ql�r rs Ob TIE E0,R5 x 30" 0 36" ON CENTEift MEVINC WSbOr STANDAfD SPECIRCATiON 9-07.6. J. VAgCN THE FCC PANEL 15 LESS THAT B" IN thIX-KNESS 05 TIE BARS x 30" SHAD B� t15Et3. FOR TFL4h4SvE15E JOINTS TTE BARS SHALL BE ON 36' CENTERS WTH NO LE55 THAN 7 BARS FER 470E ON SMALL REPAIRS CA REPLACEIAE14T PANELS. 4, TIE EARS AND CORROSION -RESISTANT DOWEL SAR5 SHALE:. 9E PLACED IN ACCOMDANCE III WMGT STANDARD SPECIFICATION 5-05,3(10). 5 DOWELS SHALL N07 6E USED VMEN ACC PANEL IS LESS THAN 8- IR THICKNESS 6 NET POC PANEL SHALL MATCH THICKNESS CIF ExISTIKO CONCRETE PAVEITENT. 7. FULL KC PANEL fTEPLACtMENT IS NOT REQUIRED WHEN OVERLAID WTH ASPHALT PAVEMEN PUBLIC WORKS TYPICAL PATCH FOR R1010 SM. PLAN DEPARTMENT PAVEMENT WITHOUT ASPHALLT II�T'rI ;. CONCRETiE +OVERLAY Y4--b - NTS 2 COR STD PLAN 111 - TYPICAL PATCH FOR RIGID PAVEMENT WITHOUT ASPHALT CONCRETE OVERLAY NTS NOT USED IN COMPLIANCE WITH CITY OF RENTON STANDARDS T ARCHITECTURE + PLANNING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 mmm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•lpdengine rRm W T O �. sF O FG of WASy,4l Ln O O O I N Q Z) J PERMIT RESUBMITTAL No. Description Date: 6 City Comments 8/21/2025 Project Title: J F� O Z IpV _ �W♦ Z ~ a Q � H QO a Z W Q z CU w Z z O Z W or- LLI Z o H LU L Sheet Title: GRADING AND DRAINAGE DETAILS Scale: As indicated Project No.: 21-12 Date : 08/21 /2025 Sheet Number: Cm207 R-435422