The URL can be used to link to this page

Home My WebLink AboutR-371827a Z U W O a a i c 00 00 M O O M D V) Z CO G O U Y NO L.1� W 0 I LLj II A 1 TOP BILL SEE F COVER DETAIL PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 43A CONTRACTOR TO GROUT TO FINISHED GRADE RING/RISERS ISERS d INLET PIPE FILTER CARTRIDGE FLOW KIT OUTLET SUMP HOPE OUTLET RISER cGCTlnhi e_n T A D.MANHOLE )CTURE J. NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M. FIELDBROOK COMMONS STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION MD THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(]). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES. 072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CPS. IF THE SITE CONDITIONS EXCEED 1.5 CPS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18' LOW DROP RECOMMENDED HYDRAULIC DROP (D 1 3.05' 1 2.3' 1.8' SPECIFIC FLOW RATE ' 29Pm15' I9PmIR 29Pm9P 1gpm 29pOJIP 19pmXP CARTRIDGE FLOW RATE (9Pm) 1 22.5 1 11.25 1 15 1 7.5 1 10 1 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB 26 WATERQUALITY FLOW RATE Cfs) 0.046 PEAK FLOW RATE CIS ) 0.759 RETURN PERIOD OF PEAL( FLOW ) 100 B OF CARTRIDGES REQUIRED 11 CARTRIDGEROWRATE 5 MEDIA TYPE (CSF. PERLITE,Z .GAG, PHS ZPG 1 29Pm 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE pt 40288 LOPE 12' INLET PIPE 1k M306 AND BE CAST WITH THE CONTECH LOGO. OUTLETPIPE 401.08 1 LOPE 1 12' BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. •PPflOVEUA, RIM ELEVATION 416.00 ANTI - FLOTATION BALLAST WIDTH HEIGHT NOTESISPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD WEST 96" 0 STORMFILTER MANHOLE NTS IL� Cell 2 WorIft Days Before You DIg WNW$ Underground Location Center (ID,M7,,ND,0R,WA) 1A INLET TOP SLAB ACCESS SEE FRAMEAND COVER DETAIL CONTRACTOR TO GROUT TO FINISHEDGRADE RINGIRISERS INLET PIPE PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 42A STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE GENERAL NOTES )ATABLES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. =FLE d 2. DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAYVARY. 18' Il LOW DROP 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR COWECH ENGINEERED SOLUTIONS 1 3.05 1 2.3' LLC REPRESENTATIVE. Bmw.mM.hES.wm SPECIFIC FLOW RATE(9PMS0 1 29Pm 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS 1 29pOS4P 1 19Pm4P 1 2 9M 1 1 9M DRAWING. 1 22.5 1 11.25 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF P -5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE 1 10 1 5 1Y OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET PASHTO M306 AND BE CAST WITH THE CONTECH LOGO. OUTLET PIPE 412.50 B. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING, RADIAL MEDIA DEPTH SNALL IT BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. •PPflOVEUA, 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (9pm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (ul6). ANTI - FLOTATION BALLAST WIDTH INSTALLATION NOTES NOTESISPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD 1. ANY SUB- BASE, BACKFILL DEPTH, ANOIOR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. a 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE O K >> F- (LIFTING CLUTCHES PROVIDED). O?FF Z� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. U 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). is 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE <jZ� - o p; O o� OUTLET STUB AND SAND COLLAR, IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE WE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR . Zm 8. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. WEST 96" 0 STORMFILTER MANHOLE NTS IL� Cell 2 WorIft Days Before You DIg WNW$ Underground Location Center (ID,M7,,ND,0R,WA) 1A INLET TOP SLAB ACCESS SEE FRAMEAND COVER DETAIL CONTRACTOR TO GROUT TO FINISHEDGRADE RINGIRISERS INLET PIPE PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 42A FLOW KIT � OUTLET SUMP HOPE OUTLET RISER SECTION A-A SUMP A I OUTLET 72 -I.D. MANHOLE STRUCTURE F) O.D. a I U =p_ =S0 ib STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES. 072' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS, IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION d STORMFILTER CARTRIDGE FLOW KIT � OUTLET SUMP HOPE OUTLET RISER SECTION A-A SUMP A I OUTLET 72 -I.D. MANHOLE STRUCTURE F) O.D. a I U =p_ =S0 ib STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES. 072' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS, IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 2T 18' Il LOW DROP RECOMMENDED HYDRAULIC DROP (H) 1 3.05 1 2.3' I 1.8' SPECIFIC FLOW RATE(9PMS0 1 29Pm I9PIN0' 1 29pOS4P 1 19Pm4P 1 2 9M 1 1 9M CARTRIDGE FLOW RAM(9pm) 1 22.5 1 11.25 1 15 1 7.5 1 10 1 5 O FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB 28 WATER QUALITY FLOW RATE rls 0.m PEAK FLOW RATE tl) 0.789 RETURN PERIOD OF PEAK FLOW 100 N OF CARTRIDGES REQUIRED 7 CARTRIDGEFLOWRATE 7.5 MEDIATYPE CSF. PERLITE ZPG. GAO. PHS ZPG OHH z PIPE DATA I.E MATERIAL OWAETER INLET PIPEM 414.60 LCPE 1Y INLET PIPE (k OUTLET PIPE 412.50 1 LOPE I IT APPR •PPflOVEUA, RIM ELEVATION 427.44 ANTI - FLOTATION BALLAST WIDTH HEIGHT NOTESISPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR COMECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.conixtlES.com C STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. S. STRUCTURE SHALL MEET AASHTO HS" LOAD RATING, ASSUMING EARTH COVER OF O' -6 AND GROUNDWATER ELEVATION AT. OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M308 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW. AND SELF GLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC ROW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY ( 9p.) DIVIDED BY WE FILTER CONTACT SURFACE AREA I, ey INSTALLATION NOTES 1. ANY SUS- BASE, BACKFILL DEPTH, ANDIOR ANTI - FLOTATION PROVISIONS ARE SITESPEGRC DESIGN CONSIDERATIONS AND SWILL 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, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN a INCHES, CONTRACTOR TO REMOVE THE 81NCH OUTLET STUB AT MOLDED IN CUT LINE, COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRIICTI0N 4iELATED EROSION RUNOFF. EAST 72" 0 STORMFILTER MANHOLE TUTS HOLDINGS LLC D.R. STRONG D O CONSUL 77NG ENGINEERS ENG /NEERS PLANNERS SURVEYORS 6207THAVENUE KIRKLAND, WA 98033 0425827.3083 F425.827.2423 w ..Crsbang.wm 1 1 CITY CWMENTS DATED NOVEMBER S. 2013 YIP 0' MAJ O 2 RNAL REMSIONS YLP O S N n � y MAJ � n 3 CITY COMMENTS OHH z MOW 4 CITY COMMENTS YIP P17.OZ13 MAJ YLP ° ECXE � N0. REVISION BY APPR •PPflOVEUA, .Tl. NAw IMa N/Tt1 -„ XORIZOMP`L•N�.NpI�HB] /1981 ox VOxI l ��M 4i NLL SULE IF Ipi ONE INCX scut 4ao8Nxar M B. CITY OF RENTON Planning /Building /Public Works Dept. C R- 311821 ECOMMEND D FOR APPOVAL BY. Date: 7 BY: Date: BY: Date: BY: Date: FIELDBROOK COMMONS STORMFILTER DETAILS 17040 108TH AVENUE SE RENTON, WA PKiL 04.03.14 y 'h 0' I O ' G C O S N n � y O � n z MM W