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HomeMy WebLinkAboutR-417874NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O V W F_ Q W J O C7 D FLOW CONTROL STRUCTURE, SEE SHEET G5.30 12—INCH OUTLET MANIFOLD (TYP) i� N BUILDING AT GRADE (TYP) 0 ITOR ROW p v v v p m g GENERAL NOTES (PER STORMTECH., 1. STORMTECH REQUIRES INSTAWNG CONTRACTORS TO UNDERSTAND THE LATEST "STORMTECH MC-3500 CONSTRUCTION GUIDE" PRIOR TO BEGINNING SYSTEM INSTALLATION. 2. STORMTECH OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICE DEPARTMENT OF LOCAL STROMTECH REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE -INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER a QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEMS CONSTRUCTION. CALL 860-529-8188 TO SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR VISIT WWW.STORMTECH.COM TO - RECEIVE A COPY OF OUR CONSTRUCTION GUIDE. 3. STORMTECH REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN: MINIMUM COVER IS 18" NOT INCLUDING N PAVEMENT; MC-3500 MAXIMUM COVER IS 8.0' INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS INCREASED TO 301. 10. 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH BEARING CAPACITY OF THE SUB -GRADE MATERIALS TO THE DESIGN ENGINEER. 1 5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (ADS601 OR EQUAL) (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PLANS. Call 811 • business days before you dig 4 CHAMER SYSTEM EDGE/UMITS(TYP) CHAMBER (TYP) STONE PLACEMENT BETWEEN CHAMBER ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF "STORMTECH MC-3500 CONSTRUCTION GUIDE'. BACKFIWNG OVER THE CHAMBER MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF "STORMTECH MC-3500 CONSTRUCTION GUIDE". THE CONTRACTOR MUST REFER TO "STORMTECH MC-3500 CONSTRUCTION GUIDE" FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE ON THE STORMTECH WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. STORMTECH PROJECT WARRANTY IS LIMITED. CONTACT STORMTECH FOR WARRANTY INFORMATION. a 2.s 5 61 1 inch = 5 feel CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION I BY I DATE I APPR SEE SHEET C5.30 v v p � p 5.6' DN 4.8' 12-INCH INLET MANIFOLD (TYP END CAP (TYP) LEGEND .SI STORM DRAINAGE PIPE STORM MANHOLE ❑® CATCH BASIN / INLET FLOW DIRECTION AS NOTED a':mow NON I HD III OKI DATUM IF NOT ONE INCH lq3ff 36015th Avenue, Suite 1600 Seattle, WA 98101 2N.622.5822 w .Icpff.cam AV%L 1[=CITY OF ' FENTON viav Planning/Building/Public Works Dept. SITE NOTES: 1. STORMWATER CHAMBER SYSTEM SHALL BE LOCATED PER PLAN IN RELATION BUILDING GRID LINES DEFINED BY OTHER. 2. DIMENSIONS LOCATING THE CHAMBER SYSTEM ARE PERPENDICULAR BUILDING GRID LINES. 3. THE CHAMBER SYSTEM IS DESIGNED TO INFILTRATE INTO THE SOILS BELOW THE SYSTEM. PROPOSED CHAMBER SYSTEM ELEVATIONS: p FINAL FINISHED GRADE VARIES (347.25' MIN) v TOP OF STONE 347.51' TOP OF CHAMBER 346.51' 12" INLET MANIFOLD INVERT 342.88' TO NON ISOLATOR ROWS 12" INLET MANIFOLD INVERT 342.88' TO ISOLATOR ROWS 12" OUTLET MANIFOLD INVERT 342.88' BOTTOM OF CHAMBER 342.76' BOTTOM OF STONE 342.010 ADDITIONAL NOTES: 1. ALL CHAMBER SECTIONS AND END CAPS SHALL BE STORMTECH MC-3500. SEE DETAIL B ON SHEET C5.61 FOR MC-3500 TECHNICAL SPECIFICATIONS PER STORMTECH. 2. ALL FILL SHALL MEET THE REQUIREMENTS SPECIFIED IN DETAIL D ON SHEET C5.62. FILL SPECIFICATIONS ARE PER STORMTECH. 3. MANIFOLD SYSTEM SHALL BE CONSTRUCTED USING 12 INCH DIAMETER PIPE AND PERFORATED UNDERDRAIN SHALL BE CONSTRUCTED USING 6 INCH DIAMETER PERFORATED PIPE. 4. CHAMBER SYSTEM FOOTPRINT SHALL BE NO LESS THAN 2,102 SQUARE FEET. 5. CHAMBER SYSTEM BOTTOM AND SIDES SHALL BE LINED WTH A PVC LINER PER DETAIL D ON SHEET C5.62. LAYOUT NOTES: SYSTEM INCLUDES 33 CHAMBERS AND 6 END CAPS INSTALLED WITH 9-INCH THICK ROCK BASE 12-INCH THICK ROCK COVER. TOTAL MINIMUM COVER SHALL BE AT LEAST 18 INCHES. SYSTEM VOLUME (INCLUDING PERIMETER ROCK) SHALL BE 6,182 CUBIC FEET. R-417874 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 C5.60 STORMWATER CHAMBER SYSTEM LAYOUT C, 74 4, Z to O co O O O O N Q J M M M O O O 00 T EC a