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Home My WebLink AboutR-434411Im ,v 3 0 I G / m r I 0 pp/ N 0 I 0 N U m 0 CL E 0 0. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 co lqt O SITE SPECIFIC DATA NJ - PROJECT NUMBER 0 PROJECT NAME LiTidbergh H.5 Fields DocuSign Envelope ID:3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 w PROJECT LOCATION Renton, fV A WETLANOMEDM C/L STRUCTURE !D SD A10 BED FRAME AND VANED GRATE TREATMENT REQUIRED - VERTICAL PATENTED # UNDERDR41N 30 TREATMENT FLOW (CFS) 0.067 PERIMETER `~ 1 •_ MAN/FOLD 9 z VOID AREA PRETREATMENT LOADING RATE (GPM/SF) 2.1 GPM/SF ; s. WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 \ h <' MANHOLE C/L DRAIN DOWN LINE PEAK BYPASS REQUIRED (CFS) - 1F APPLICABLE 0. 235 ,______; _____r__ 1'.2,4". 6', 12'. OR 24" �---------�'---___' PIPE DATA I.E. MATERNAL DIAMETER INLET PIPE 1 395.53 PVC > 2" PRE-f/LTER I ONE #3 BAR HOOP FOR 6' HEIGHT INLET PIPE 2 CARTRIDGE I n INCREMENT (SPACED EQUALLY), SEE NOTE 1 OUTLET PIPE 392. 28 P[%C' 12" OPTIONAL CURB INLET +` RECTANGULAR ADJUSTMENT SECTION �l I PRETREATMENT BIOFILTRATION DISCHARGE e o !£ IN PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15" CPSSP', 72' STD. SPEC. 9.05.20 SOLID WALL PVC, STD. SPEC.9-05.12(1) 15' PROFILE WALL PVC. STD. SEC. 9-05.12(2) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE . - \ ADDITIONAL LADDER RUNGS (IN SETS) TO T MIN. CLEARANCE TO �� ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR WHEN CATCH IS FILLED WITH WATER ♦ TEE INCLUDING ELBOWS \ / REMOVABLE WATERTIGHT 1 /�- TI� _ COUPLING OR FLANGE 2' MIN. A ( II ♦ / II ;IJ ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 1 j / ANGLE AS / ♦ NECESSARY, ♦ SEE NOTE 7 6" MIN. 7 MIN, MAX. 6' PLATE WELDED TO ELBOW WITH PLAN VIEW RIM ELEVATION 401.99 _ _ L ORIFICE AS SPECIFIED, SEE NOTE 3 SURFACE LOAD PEDESTRIAN I tie s ? NOTES: 2��0 FFti lF 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS IN THE PRECAST BASE SECTION, FIBERS (PLACED IN NOTES: INLET PIPE OUTLET PIPE 8' 0' / ACCORDANCE WITH STANDARD SPECIFICATION FRAME 8 SOLID COVER MARKED "DRAIN' WITH / 12" MIN. UNDER SEE NOTES SEE NOTES �e` / 0 2 S�UA ERNCIHES PER FOOT SHARE MESH HAVING A LL BE USED WITNIMUM AREA H PAVEMENT LOCKING BOLTS PER STD. PLANS 2oa.ao AND 2oa.5o 1,T♦� THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTEPRELIMINARY ONLY - NOT FOR CONSTRUCTION PLAN VIEW LEFT END VIEW N / / I SHALL NOT BE PLACED IN NATIVE PRECAST THE KNOCKOUTS. AS ANE SECTION. WIRE H $ ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN 16" MAX' HE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH I VERTICAL BAR GRATE FOR #3 BAR EACH CORNER I / I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER SECONDARY INLET 'I FOOT MAY BE USED. z 6" MIN. DESIGN WATER 2. HE KNOCKOUT DIAMETER SHALL NOT BE GREATER SURFACE THAN 20 KNOCKOUTS SHALL HAVE A WALL THICKNESS ELBOW RESTRICTOR, OF 2 MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' SEE DETAIL AND NOTE 10HINLET HANDHOLDS, STEPS. OR LADDER MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND HE OUTSIDE OF HE PIPE. AFTER THE PIPE IS INSTALLED, PIPE SUPPORTS, SEE NOTE I FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WfTHSEE NOTE 9 (TYP.) #3 BAR EACH SIDE STANDARD SPECIFICATION 9-04.3.1.5zD 3. HE MAXIMUM DEPTH FROM HE FINISHED GRADE TO MIN. HE LOWEST PIPE INVERT SHALL BE 5 FEET. T#3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE T TFLANGE DOWN. D I ISOMETRICIPRECAST BASE SECTION5. HE PRECAST BASE SECTION MAY HAVE A ROUNDED OUTLET PIPE, SEE PIPE INSTALLATION NOTES / / FLOOR, AND HE WALLS MAY BE SLOPED AT A RATE OF G L C L 1 H:24V OR STEEPER. NOTES 1& 5.HEAR GATE WITH CONTROL ROD FOR INVERT AND #3 BAR HOOP 6. HE OPENING SHALL BE MEASURED AT THE TOP OF THE ELEVATION PER PLANS CLEANOUT/DRAIN (ROD BENT AS REQUIRED 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS =--------- -------- RIM/FG PRECAST BASE SECTION. FOR VERTICAL ALIGNMENT WITH COVER) AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE / / 12" SECTION OF PIPE ATTACHED BY ER STD. PLAN 237.30 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE y SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS h INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR GASKETED BAND TO ALLOW REMOVAL MIN. DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS I BYPASS OVERFLOW WEIR I #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH 12" O / CORNER 18' MIN. STANDARD SPECIFICATION 9.20.3(2). WELDED RESTRICTOR PLATE WITH OTHERWISE STATED IN MANUFACTURERS CONTRACT. / I ORIFICE DIET SPECIFIED, SEE NOTE 10 c 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER o W FLOW CONTROL RISER IMORTAR IN v1 r I S ECIFICAT ON 9-04.3N HEN APPLY MORTAR TO INSIDE SECTION A RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS :1 AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND NOTES: SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS I FRAMES. 1, USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. RESPONSIBLE FOR VERIFYING PROJECT ENGINEERS -_ 9. MORTAR SHALL BE MIXED AND APPLIED PER RECOMMENDED BASE SPECIFICATIONS. lE OUT MANUFACTURER'S DIRECTIONS. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. J. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL 6" U/ BASE 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY CONNECTING PIPES ALL PIPES MUST BE FLUSH WITH INSIDE TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND 41 -0" DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 4. FRAME AND LADDER OR STEPS OFFSET SO: FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH ELEVATION VIEW RIGHT END VIEW 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND A. CLEANOU MB-DO GATE C VISIBLE FROM TOP. REMAIN VISIBLE UPON COMPLETION. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED SEE NOTE 1 C. FRAME IS CLEAR OF CURB. WATERTIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL. ALTERNATIVE PRECAST BASE SECTION 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIE I.D. LESS 1/4'. 4. CONTRACTOR RESPONSIBLE FOR CONTACTING CONTECH FOR UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) ACTIVATION OF UNIT MANUFACTURERS WARRANTY IS VOID STD. PLAN - 200.00 6. PROVIDE AT LEAST ONE 3' X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0- VERTICAL SPACING). WITHOUT PROPER ACTIVATION BY A CONTECH REPRESENTATIVE. PROPRIETARY AND CONFIDENTIAL: • PUBLIC WORKS APPR ED: 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 5. VERTICAL HEIGHT VARIES BASED ON SITE SPECIFIC C74ONTECH" MWS-L-4-8-V-UCi ] DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I :45 AIIm"ETILxkbs D R7HE IWORAMWIN CONTAINED IN INIS DOCUMENT IS THE SOLE 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. REQUIREMENTS PROPERTY OF CONTECH AND I7S COMPAWS. M 0OCUMDVT' STORMWA TER BIOFIL TRA TION SYSTEM NOR ANY PART TNEREA� MMY BE USED, REPRODUCED OR ENGINEERED SOLUTIONS LLC . wak, w u ao. DATE 9, WHEN CONNECTING , U A NEW PIPE, USE A FLEXIBLE CONNECTOR ME MAT E IA BOOT WITH CORRUGATED PIE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING FOR PATEM INFORMATION, GO TO IN ANY UWNER WT1N OUT THE WRIITTEN CONSENT OF CONTECN STANDARD DETAIL TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. w ConwhES. ./IP www.Con%MU.com 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE - WS40WO-d by NTS NTS "` DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 0 I 8: Modular Wetland Water Quality Vault (SD A10) Catch Basin Type I__(:j) �ll�${i199BAd19D DATE FLOW CONTROL STRUCTURE DATA: 1" NYLON STRAPS INSTALL AND BLUE 4"x4" LOCATOR MARK 2 EACH CONTINUOUS ADHERE TURF TO AT CENTER OF COVER RIM AND IE PER PLAN (SD A5 ) BENEATH PANELIZED PAD, PANELIZED PAD PANELIZED PAD TOP OF RISER ELEVATION = 402.00 TRIM TO FIBER HEIGHT BOTTOM ORIFICE DIAMETER = 1.0625" " VEL R ROOF DOWNSPOUTELEVATION 'A' BOTTOM ORIFICE ELEVATION = 396.00 , PROVIDE TRANSITION INFILLED SYNTHETIC SEE ARCHITECTURAL TO 6" CLEANOUT AS RECTANGULAR NOTCH WIDTH = 0.25" TURF SYSTEM FOR SIZE, FINISH NECESSARY RECTANGULAR NOTCH HEIGHT = 15" AND DETAILS BUILDING WALL. SEE 4" VELCRO STRUCTURAL DETAILS. RECTANGULAR NOTCH ELEVATION = 400.75 SUPPLEMENTAL PAD 48" PAINT ABOVE GRADE 6" CLEANOUT WITH COVER TO BE FLUSH WITH PVC PIPE TO MATCH THREADED PLUG. ROOF DOWNSPOUT, SEE 4" ADJACENT SYNTHETIC TURF 4" DS. ARCHITECT TO INSTALL CLEANOUT ARCHITECTURAL FOR SIZE, NEW UTILITY ONCE IN PLACE REVIEW COLOR PARALLEL TO THE FINISH AND DETAILS. o a a o0 o c FACE OF THE BUILDING FINISH GRADE% INSTALL 6" PVC PIPE z -- ° 6" PVC PIPE WITH BELL END Coy 00 O a o0 O 6" CLEANOUT � � SEE ELEVATION 'B' EXPANDED POLYSTYRENE 24" a FOAM PAD CUT TO FINISH GRADE SUPPORT TOP PIPE NCONCRETE COLLAR z INTEGRATED DUCTILE NEW UTILITY IRON FRAME AND SOLID NYLOPLAST CATCH BASIN - GRATE (PER CIVIL) COVER AT NYLOPLAST CATCH BASIN PROVIDE FERNCO (SEE CIVIL) COUPLING OR APPROVED N EQUIV. AS REQUIRED ETHAFOAM PAD SHALL BE OUTSIDE PIPE DIAMETER X OUTSIDE PIPE ELEVATION 'B' DIAMETER X3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE BLUE 4"x4" 6" PVC PIPE (SEE PLAN) LARGER PIPE LOCATOR MARK 48" NOTE: CONTRACTOR SHALL VERIFY THAT MIN. OUTSIDE DIAMETER OF 6 SCH 10 a 0. GALVANIZED PIPE WILL FIT THE a NTS BELL END OF A 6" PVC PIPE 6 CAST IRON LONG 8 DRAINAGE PIPE - SWEEP WITH NO ° Flow Control Structure SEE SHEET F130 - CONCRETE COLLAR WHEN ORDERING MATERIALS. FOR PIPE TYPE _ _ INSTALL RUBBER GASKET HUBS/PLAIN END NYLOPLAST CATCH, 1 t IN COMPLIANCE WITH CITY OF RENTON STANDARDS OUTFLOW PIPE 24" BASIN BUILDING FOUNDATION. SEE STRUCTURAL DETAILS DEVELOPMENT ENGINEERING NT6 NTS HBray 06/24/2025 ' S Downspout Connection with Wye Cleanout Ethafoam Pad O� BASE COURSE 0 0 0 0 AGGREGATE AN AS DATE: BACKFILL w ° �� CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE: VERTICAL: N D 1983 1 ` LINDBERGH HIGH SCHOOL 02-21-25 NTS �� CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ HORIZONTAL: NAD 1983/1991A CITY OF � DESIGNED: �4z ' W - cw 06 25 AJ ACW ' FIELD IMPROVEMENTS FIELDBOOK: Turf Cover Nyloplast Basin CIVIL CONSTRUCTION PERMIT RESUBMITTAL / / RENTON DRAWN: PAGE: DJD/AJJ 43667 ONE INCH W DRAWING NO: ACOBSON ��C S-V0- CHECKED JAJ AT FULL SCALE DATUM Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C210 J ��I�NAIF NOT ONE INCH L �� APPROVED: SCALE ACCORDINGLY SHEET: OF: o CONSULTING ENGINEERS 06 625 N0. REVISION BY DATE APPR JAJ 11 OF 4 R-434411 C:) O L0 N 0, LJ O N Ir I.'s T O N Q J