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Home My WebLink AboutR-383513X X X 18" INLET PIPE lE 444.92 FIL TER CARTRIDGE A FLOW -i..- 18" INLET TOP SLAB SEE FRAME AND DETAIL PLAN VIEW STANDARD OUTLET RISER FL 0 W T.• 43A STORMFIL TER DETAILS FLOW KIT CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS GRADE RING/RISERS HDPE 12" OUTLET RISER SECT/ON A -A N. TS. N IS 6" MINIMUM IN TERCEP TOR TRENCH N IS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E .9 W.M. MA ER TINSH STORMFIL TER DESIGN NOTES STORMFIL TER TREA TMEN TCAPACI TY 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 KITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFIL TER PEAK HYDRAULIC CAPACITY IS 1.55 CFS IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18 LOW DROP RECOMMENDED HYDRAULIC DROP H 3.05' 2.3' 1.8' SPECIFIC FLOW RATE m sf 2 m ft 1 m ft 2 m ft 1 m ft 2 m ft 1 m ft CARTRIDGE FLOW RA TE m 22.5 11.25 15 7.5 10 5 FRAME AND COVER (DIAMETER VARIES) N. T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB 11 WATER QUALITY FLOW RATE cfs 0.072 PEAK FLOW RATE cfs 1.45 RETURN PERIOD OF PEAK FLOW s 100 OF CARTRIDGES REQUIRED 5 CARTRIDGE FLOW RATE 7.5 MEDIA TYPE CSF PERLI TE ZPG GAC PHS z 5. STRUCTURE SHALL MEET AASHTO H520 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER FRAM AND GRATE - NOT INCLUDED 1 %2' P,. MATCH ! I' R. r ROADWAY IN CURB AND GUTTER 810 n1EM ~�_-- PIPE DA TA: L E. MA TERIAL DIAMETER INLET PIPE J1 444.92 LCPE 18 -INCHES INLET PIPE A2 D ' IN CURS AND GUTTER 810 REM OUTLET PIPE H42.621 LCPE I 12 -INCHES 7. SPECIFIC FLOW RA TE IS EQUAL TO THE FIL TER TREA TMENT CAPACITY (gpm) DIVIDED BY THE FIL TER CONTACT SURFACE SECTION I, A ) RIM ELEVATION 12" 72" INS TALLA TION NOTES: IlCTURENHOLE ANTI -FLOTATION BALLAST WIDTH HEIGHT * * NOTES/SPECIAL REQUIREMENTS.• * PER ENGINEER OF RECORD 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE NON WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG TOP TO REMAIN /N PLACE UNTIL ALL CONSTRUCTION AND SOIL STABILIZATION INCLUDING LANDSCAPING FOR THE INDIVIDUAL RESIDENCES IS INSTALLED. CUT AT SURFACE AND REMOVE UPON COMPLETION OF THE INDIVIDUAL L 0 TS. DETECTABLE LOCA TOR TAPE Lai2 J W �g A. JO of was (.1 �j f c�, O� 45232 11 SISTER � '� ONAI, 1 NON WOVEN GEO TEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG BOTTOM AND SIDES 6" AND 8" DIA. PERFORATED CPP OR 6" AND 12" DIA. ASTM 3034 SDR 35 PERFORATED P VC 1.5"-2.5" WASHED DRAIN ROCK 114" PERFORA TIONS ON 5" CENTERS. ROWS SHALL BE SPACED 120 DEGREES APART 60 DEGREES WL HOLDINGS LLC 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. O 425.827.3063 F 425.827.2423 REVISION YtP 107.13.15 11 SURVEYED: S DESIGNED: ,,,•• '' MAJ DRAWN: W 1 CHECKED: MAJ BY DATE APPR APPROVE SEE NOTE 2 ,,3 j B'R X 5,'8"0 DUMMY JCINT r - SEE NOTE 2 GENERAL NO TES: T 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. IIIOIDE 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY. DIAMETER 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH 181, ENGINEERED SOLUTIONS LLC REPRESENTA TI VE. www.contechES.com (t> 4. STORMFIL TER WA TER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DA TA AND INFORMA TION A CONTAINED IN THIS DRAWING. 6 1/2" 13. 5. STRUCTURE SHALL MEET AASHTO H520 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER FRAM AND GRATE - NOT INCLUDED 1 %2' P,. MATCH ! I' R. r ROADWAY IN CURB AND GUTTER 810 n1EM ~�_-- ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL 3.. is i _ TOP OF p 1" R. / - 1? FJ� / F ROADWAY GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. D ' 0 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. D ' IN CURS AND GUTTER 810 REM RADIAL MEDIA DEPTH SHALL BE 7 -INCHES, FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. '2" OUTLET 7. SPECIFIC FLOW RA TE IS EQUAL TO THE FIL TER TREA TMENT CAPACITY (gpm) DIVIDED BY THE FIL TER CONTACT SURFACE SECTION I, A ) AREA (sq ft). 12" 72" INS TALLA TION NOTES: IlCTURENHOLE of a catch basin with minimal disturbance of the curb. 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS adjacent sidewalk shall AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. O.D. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE 36" STORMFIL TER STRUCTURE (LIFTING CLUTCHES PROVIDED). �. ISCif4F.TcIC VIEW 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. STORMFIL TER EQUIPPED WITH A D: DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO INSTALLATION AT REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CATCH BASINS CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONS TRUC TION-RELA TED EROSION DAIE RUNOFF. NON WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG TOP TO REMAIN /N PLACE UNTIL ALL CONSTRUCTION AND SOIL STABILIZATION INCLUDING LANDSCAPING FOR THE INDIVIDUAL RESIDENCES IS INSTALLED. CUT AT SURFACE AND REMOVE UPON COMPLETION OF THE INDIVIDUAL L 0 TS. DETECTABLE LOCA TOR TAPE Lai2 J W �g A. JO of was (.1 �j f c�, O� 45232 11 SISTER � '� ONAI, 1 NON WOVEN GEO TEXTILE FABRIC MIRAFI 140N OR EQUIVALENT ALONG BOTTOM AND SIDES 6" AND 8" DIA. PERFORATED CPP OR 6" AND 12" DIA. ASTM 3034 SDR 35 PERFORATED P VC 1.5"-2.5" WASHED DRAIN ROCK 114" PERFORA TIONS ON 5" CENTERS. ROWS SHALL BE SPACED 120 DEGREES APART 60 DEGREES WL HOLDINGS LLC 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. O 425.827.3063 F 425.827.2423 REVISION YtP 107.13.15 11 SURVEYED: S DESIGNED: ,,,•• '' MAJ DRAWN: W 1 CHECKED: MAJ BY DATE APPR APPROVE SEE NOTE 2 ,,3 j B'R X 5,'8"0 DUMMY JCINT r - SEE NOTE 2 � I , PIPE MATERIAL IIIOIDE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER REINFORCED OR 181, 3/8" PP,F.MOI..DEd JOINT FILLER (TVP) .� `• CEMENT CONCRETE - - -- - -� CURB AND GUTTER (t> PLAN VIEW FACE crCENTERLINE OF �S Cjr� FRAME&GRAIE CPSSP * 6 1/2" 13. _ .aa'j +z , FRAM AND GRATE - NOT INCLUDED 1 %2' P,. MATCH ! I' R. r ROADWAY IN CURB AND GUTTER 810 n1EM ~�_-- SLOPE t 3.. is i _ TOP OF p 1" R. / - 1? FJ� / F ROADWAY (STD. SPEC. 9-05.12(1)) D ' 0 D D • • D ADJUSTMENT SECTION - NOT INCLUDED D ' IN CURS AND GUTTER 810 REM D D CATCH BASIN - NOT INCLUDED IN CURS AND GUTTER BIO REAR "D D P ' 0.35 0.24 SECTION I, A ) 8' 12" 72" GROUT, TYPICAL (SEE NOTE 5) 1. The Intent of this design Is to facilitate the removal of a catch basin with minimal disturbance of the curb. ?. The expansion Joints of the adjacent sidewalk shall be adjusted to be In I �- line with (hese curt - expansion joints. 36" 48" �. ISCif4F.TcIC VIEW SM. PLAN - 101.1 CEMENT CONCRETE CURS D: PUBLIC WORKS INSTALLATION AT DEPARTMENT, CATCH BASINS VRO JM o DAIE 3 E FRAME AND VANED GRATE 59 OR 12' ONE 43 BAR HOOP FOR 5" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION HOOPS REDUCING SECTION #3 BAR EACH CORNER #3 BAR EACH SIDE EAUH WAY PRECAST BASE SECTION t'<Pi PIPE ALLOWANCES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL IIIOIDE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER REINFORCED OR 181, PLAIN CONCRETE m 3 ALL METAL PIPE 21" CPSSP * 18" (STD. SPEC. 9-05.20) 60" 1 SOLID WALL PVC 21" (STD. SPEC. 9-05.12(1)) 0.25 0.25 PROFILE WALL PVC 21' (STD. SPEC. 9-05.12(2)) OR CIRCULAR ADJUSTMENT SECTION * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), 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 ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 26". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. #3 BAR HOOP 93 BAR EACH CORNER -� SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Y Gti� ��PUBLIC WORKS CATCH BASIN TYPE 7 L PLAN - 200.10 +. DEPARTMENT Nzo� MARCH 2008 R-383513 3 FRAME AND VANED GRATE 30• 6 s 6 OR 12' ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION a/ #3 BAR EACH CORNEF I 93 BAR EACH SIDE i #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PRECAST BASE SECTION PIPE ALLOWANCES PIPE ALLOWANCES MNOMIMII PIPE MATERIAL INSIDE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMIETER REINFORCED OR 12' PLAIN CONCRETE m 3 ALL METAL PIPE 15" CPSSP * 12" (STD. SPEC. 9-05.20) 60" 1 SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) 0.25 0.25 PROFILE WALL PVC 1b" (STD. SPEC. 9-05.12(2)) OR CIRCULAR ADJUSTMENT SECTION * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), 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 ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is Installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or sleeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION **--,e STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2008 'O' RM10 GRAVEL BACKFILL FOR 9= PPE ZONE BEDDING SEPARATE BASE PRECAST PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4' 6" 36' CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) m 3 54" 4.5" 8" 42" HANDHOLD 0.19 0.19 60" 1 N 8" 48" RECTANGULAR ADJUSTMENT SECTION 0.25 0.25 72' 6" fD OR CIRCULAR ADJUSTMENT SECTION 0.35 0.24 64" 8' 12" 72" GROUT, TYPICAL (SEE NOTE 5) U 96" 8" IT 84" FLAT SLAB TOP 0.39 0.29 60" 72• 1 60" 36" 48" o WOR N' o MORTAR (TYP.) 0 o STEPS OR LADDER o tv � � o • z MORTAR FILLET• a REINFORCING STEEL UYP.) N Zr 12. GRAVEL BACKFILL FOR PPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER 'O' RM10 GRAVEL BACKFILL FOR 9= PPE ZONE BEDDING SEPARATE BASE PRECAST NOTES 1• No steps are required when height is 4' or less. 2' The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed With the flange down. 4, The frame may be cast into the adjustment section. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After 5. the pipe Is Installed, fill the gap with joint mortar in accordance with Standard Specification M4.3. All grade rings, risers, and castings shall be set In mortar In accordance with 1Q Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20) Standard Specification 9-04.3. (Std. Spec. 9-x5.12(1)) T(Std. Spec. 9-05.12(2)) y PUBLIC WORKS CATCH BASIN TYPE 2 FLAN - 201.00 + + DEPARTMENT MARCH 2008 PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE In2/R.INEACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4' 6" 36' 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 1 5" 8" 48" 8" 0.25 0.25 72' 6" 8" 60" 12' 0.35 0.24 64" 8' 12" 72" 12• 0.39 0.29 96" 8" IT 84" 12" 0.39 0.29 NOTES 1• No steps are required when height is 4' or less. 2' The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed With the flange down. 4, The frame may be cast into the adjustment section. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After 5. the pipe Is Installed, fill the gap with joint mortar in accordance with Standard Specification M4.3. All grade rings, risers, and castings shall be set In mortar In accordance with 1Q Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20) Standard Specification 9-04.3. (Std. Spec. 9-x5.12(1)) T(Std. Spec. 9-05.12(2)) y PUBLIC WORKS CATCH BASIN TYPE 2 FLAN - 201.00 + + DEPARTMENT MARCH 2008 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 0TY 0 RENTON ONE INCHDATM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON PIPE ALLOWANCES B`�: CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALL CONCRETE METAL CPSSPC SOLID WALLO PROFILE WALL PVC 1) 48" 24" 30" 24' 27" 30" 54' 30" 36" 30' 27" 36" 60" 36" 42" 36" 36' 42" 72" 42" 54" 42' 1 36" 48" 84" 54" 60" 54' 36" 48" 98" 60" 72• 1 60" 36" 48" DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 0TY 0 RENTON ONE INCHDATM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON AERTINS RANCH �"ai.zo.zois FIELDBOO STORM DRAINAGE DETAILSDRAWING„o C13 PERMITS: U15-001308, 815-000196 ""°�3 "zo DRS PROJECT N0. 14103 A- N N N N A P M >I ^z 0 z C M i STAND RDS B`�: Date:��1S /S" : ((Ae --Date: 746 -1 BY: Date: BY: Date: AERTINS RANCH �"ai.zo.zois FIELDBOO STORM DRAINAGE DETAILSDRAWING„o C13 PERMITS: U15-001308, 815-000196 ""°�3 "zo DRS PROJECT N0. 14103 A- N N N N A P M >I ^z 0 z C M i ( 1 I 'pt::n a✓ `� DTII 00 t17 P Z CD 0 i W > M0 Qo CD fl 17: Z x Z liJ ' i n r� I DTII j M M0 Qo T M m n n r� �. z > A