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Home My WebLink AboutR-432717O rJn V Z SE L.L. n I- O >r W O ♦O♦� SITE SPECIFIC DATA PROJECT NUMBER 1946120 01 PROJECT NAME Tesla Renton PROJECT LOCATION 600 SW 10th Street STRUCTURE ID MW I TREATMENT REQUIRED TREATMENT FLOW (CFS) 0.457 PRETREATMENT LOADING RATE (GPM/SF) 2.1 GPM/SF WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 1.46(CFS) PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 13.24 ft PVC 15" INLET PIPE 2 N/A N/A N/A OUTLET PIPE 10.04 ft PVC 15" PRETREATMENT BIOFILIRA TION DISCHARGE RIM ELEVATION 23. 10 ft SURFACE LOAD PEDESTRIAN NOTES -Operating head = 3.4 ft Rim to outlet depth = 9 ft * PRPI INAINARY nu Y _ NinT F(1R rrIN.qTRI IrTInNI 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 MANUFACTURERS 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 MANUFACTURERS STANDARD CONNECTION DETAIL. 4. CONTRACTOR RESPONSIBLE FOR CONTACTING CONTECH FOR ACTIVATION OF UNIT MANUFACTURERS 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. 1 C-508 3 C-508 Q Z W WATER QUALITY STRUCTURE I PLAN VIEW INLET PIPE LPRE-FILTER '-OPTIONAL '-DRAIN OUTLET PIPE SEE NOTES CARTRIDGE CURB INLET DOWN LINE SEE NOTES PLAN VIEW ALTERNATE DEEP ORIENTATION C/L F7ti--------- - ,1 --------------- �o Ei-I I � U'. O I z MANHOLE RING AND COVER WITH LOCKING BOLTS, MARKED "DRAIN" 4" MIN. 1 B" MAX. -\\\\t ALTERNATIVE NOTCH WEIR MAY BE SPECIFIED - SEE DETAIL 6" MIN. SET OVERFLOW ELEVATION TO PROVIDE DETENTION AS SHOWN IN THE CONTRACT PIPE SUPPORT - 3" (IN) x 0.075" (IN) ALUMINUM, OR 3" (IN) x 0 079" (IN) 16'-0" ELEVATION VIEW �E I LU ANDS R THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE PROPERTY OF CONTECH AND ITS COMPANIES. THIS DOCUMENT, FOR PATENT INFORMATION, GO TO NOR ANY PART THEREOF, MAY BE USED, REPRODUCED OR MOA www.ContechES.com/IP IN ANY MANNER WITH OUT THE WRDTEN CONSENT OF CONTECH. 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW V (IN) DIAM. ROD OR TUBING LIFT HANDLE ATTACHMENT I LIFT HANDLE O 0 0 0 MAXIMUM OPENING 1/2" (IN) HOLE ON 10 3/8" (IN) BOLT CIRCLE (TYP) 0 0 o - - ', o LEVEL LINE o (SEE NOTE 7) CLOSED FRONT SIDE STEPS OR LADDER SHEAR GATE DETAILS LIFT HANDLE STEEL (SEE NOTE 1) SHEAR GATE - 12" 8" (IN) MIN. DIAM. MIN. OUTLET INLET WEIR LENGTH AND ELEVATION AS SPECIFIED IN CONTRACT MORTAR (TYP.) N FLOW RESTRICTOR RESTRICTOR PLATE WITH ORIFICE "v (SEE NOTE 6) 54" DIAM. MIN. SECTION O FLOW CONTROL STRUCTURE DETAILS RISER DIAMETER: 18" RISER HEIGHT: 5' TOP OF RISER: 18.44 ORIFICE 1 DIA: 3.86" ORIFICE 1 ELEVATION: 14.44' NOTCH WIDTH: -0.1" NOTCH HEIGHT: 2.22' 1 FLOW CONTROL STRUCTURE DETAIL NOTCH WEIR DETAIL NTS UNDERDRA/N MANIFOLD LEFT END VIEW BYPASS OVERFLOW WEIR FLOW CONTROL RISER ►]-Vil411 RIGHT END VIEW 04WNTECH. MWS-L-8-16-V-UG STORM WA TER BIOFILTRATION SYSTEM ENGINEERED SOLUTIONS LLC STANDARD DETAIL wwW.Cont9cIIE8Axxn NOTES 1. The pipe supports and the flow restrictor shall be constructed of the same material and be anchored at a maximum spacing of 36" (in). Attach the pipe supports to the manhole with 5/8" (in) stainless steel expansion bolts or embed the supports into the manhole wall 2" (in). 2. The vertical riser stem of the flow restrictor shall be the same diameter as the horizontal outlet pipe with a minimum diameter of 12" (in). 3. The flow restrictor shall be fabricated from one of the following materials: 0.060" (in) Corrugated Aluminum Alloy Drain Pipe 0.064" (in) Corrugated Galvanized Steel Drain Pipe with Treatment 1 0.064" (in) Corrugated Aluminized Steel Drain Pipe 0.060" (in) Aluminum alloy flat sheet, in accordance with ASTM B 209, 5052 H32 or EPS High Density Polyethylene Storm Sewer Pipe 4. The frame and ladder or steps are to be offset so that: the shear gate is visible from the top; the climb -down space is clear of the riser and gate; the frame is clear of the curb. 5. The multi -orifice elbows may be located as shown, or all placed on one side of the riser to assure ladder clearance. The size of the elbows and their placement shall be specified in the Contract. 6. Restrictor plate with orifice as specified in the Contract. The opening is to be cut round and smooth. 7. The shear gate shall be made of aluminum alloy in accordance with ASTM B 26 and ASTM B 275, designation ZG32A; or cast iron in accordance with ASTM A 48, Class 30B. The lift handle shall be made of a similar metal to the gate (to prevent galvanic corrosion), it may be of solid rod or hollow tubing, with adjustable hook as required. A neoprene rubber gasket is required between the riser mounting flange and the gate flange. Install the gate so that the level -line mark is level when the gate is closed. The mating surfaces of the lid and the body shall be machined for proper fit. All shear gate bolts shall be stainless steel. 8. The shear gate maximum opening shall be controlled by limited hinge movement, a stop tab, or some other device. 9. Alternative shear gate designs are acceptable if material specifications are met. OVERFLOW ELEVATION AS SPECIFIED IN CONTRACT NTS REMOVABLE WATERTIGHT COUPLING PLATE WITH ORIFICE ELBOW DETAIL 1 61 F HE14 OF WASyfNc� EW �® 1 ` /®NA1, E� Aug 17, 2021 CATCH BASIN TYPE 2 WITH FLOW RESTRICTOR STANDARD PLAN B-10.40-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Aug 17, 2021 STATE DESIGN ENGINEER W-ToWashington Stale Department of Transportation REVISION suRVEYED:04/01 /21 DESIGNED: BB/AT/HD DRAWN: BB/AT/HD CHECKED: CM BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) HOOD I ISOMETRIC VIEW CATCH BASIN GRATE 3" SEE DETAIL BELOW II 1 - 34" (WIDE SIDE) CATCH BASIN TYPE 1 - 40" (WIDE SIDE) CATCH BASIN TYPE 1L 2"MIN. 1" MIN. (TYP.) 20 1 /4" 1 1/2" MIN. DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (TYP.) :: o 20" x 24" VANED GRATE SEE NOTE 4 (TYP.) FRAME / SEE NOTE 2 (TYP. 24 1/4" MIN. HOLE OR SLOT FOR ATTACHING HOOD o TOP VIEW FRAME DETAIL NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 3/4" x 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A Sl8" x - 11 NC x 2" ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. SEE NOTE 1 SECTION A -51/2" \ \ R1" \ HOOD LEVEL � 1 + �6 1" MIN. 1/2" MIN. \ OPENING 4" MINT TOP OF GRATE 1 SEE NOTE 3 , FRAME 1 DETAIL SECTION A UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PPR °: VARI DEPARTMENT INSTALLATION GAZ 9/28/2018 Po6Gc works AdmlMstr,tor DATE 2 C-508 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 OPEN CURB FACE FRAME AND GRATE INSTALLATION CITY OF RENTON Planning/Building/Public Works Dept. A, U r O O O 1 N J O O O 1 co NN 0. 0- :45 AN NTS tAWRE/ll 7VWVAS-//i G'>0 �< 2 Z R-432717 W O IN COMPLIANCE WITH CITY OF RENTON STANDARDS J V EDEVELOPMENT ENGINEERING Z 05/13/2025 I DATE: 600 SW 10TH PARKING LOT 04/07/2025 O FlELDBOOK: PAGE: STORM DRAIN & S T O R M WAT E R DRAWING NO: U) MANAGEMENT DETAILS C-508 O SHEET: 1 $ OF: 28 O Cfl