HomeMy WebLinkAboutF_Record_Drawings_20220420.pdfPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSHEET INDEXVICINITY MAP
“” “”PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
“” “”“” “”PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4CITY OF RENTON STD 216.30 - CATCH BASIN FILTER3CITY OF RENTION STD 215.10- STABILIZED CONSTRUCTION ENTRANCE2CITY OF RENTON STD 214.00 - SILT FENCE11SEDIMENT SUMP & PUMP10SUB-BASE FOR PERMEABLE PAVEMENT9CONSTRUCTION FENCING8TEMPORARY EDGE PROTECTION5CITY OF RENTON STD 217.00 - INTERCEPTOR DIKE1CITY OF RENTON STD 211.00 - SEDIMENT TRAP6CITY OF RENTON STD 217.10 - INTERCEPTOR SWALE7CITY OF RENTON STD 217.40 - CHECK DAMS SPACING AND CROSS SECTION
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1TYPICAL WALL DRAIN
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1124" BOLT-LOCKING MANHOLE RING & COVER9COR STD PLAN 204.10 - RECTANGULAR SOLID METAL COVER5COR STD PLAN 204.00 - RECTANGULAR FRAME3COR STD PLAN 202.00 - CB INSTALLATION2COR STD PLAN 201.00 - CB TYPE 21COR STD PLAN 200.00 - CB TYPE 1“”
2'-4"INSIDE RIMPLAN VIEW6"AASECTION A-ASECTION B-BA514"2'-0"INSIDE2'-012"OUTSIDEB 2'-4"2'-0"4'-434"5"5"4'-834"OUTSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIMFLOWBBH FLOATABLESBAFFLEWEIR WALLCLEANOUTACCESS PLUGON WEIR WALLCONCRETE COLLARAND REBAR TO MEETHS20 IF APPLICABLE BYCONTRACTORACCESS COVERVANED INLET GRATEINLET STUB(OPTIONAL)INLET STUB(OPTIONAL)PERMANENTPOOL ELEVATIONLIFTING EYE(TYP. OF 4)CARTRIDGESUPPORTCATCHBASIN FOOT(TYP. OF 4)OUTLET STUBOUTLET PIPEFROM FLOWKITOPTIONALSLOPED LIDFINISHED GRADEFILTRATION BAYINLETPERMANENTPOOL ELEVATIONSTORMFILTERCARTRIDGEGENERAL NOTES1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOURCONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED INTHIS DRAWING.4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BYCONTRACTOR.5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACEOF THE STEEL SFCB.6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARDOUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADEUSING FLEXIBLE COUPLING BY CONTRACTOR.7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOADRATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDEDBY CONTRACTOR.8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).INSTALLATION NOTESA.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BYENGINEER OF RECORD.B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHESPROVIDED).C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.FILTRATIONBAY INLETFLOW KIT1'-0"COLLARCATCHBASIN FOOT(TYP. OF 4)STORMFILTER STEEL CATCHBASIN DESIGN NOTESCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)RECOMMENDED HYDRAULIC DROP (H)27"18"18" DEEP3.05'2.3'3.3'STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASINHAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTERCATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE ISREQUIRED.CARTRIDGE SELECTION18.7912.5312.532 gpm/sf22.511.2515157.57.51.67* gpm/sf1 gpm/sf2 gpm/sf1.67* gpm/sf1 gpm/sf2 gpm/sf1.67* gpm/sf1 gpm/sf* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLYINLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"PEAK HYDRAULIC CAPACITY1.01.01.8OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"CONFIGURATIONSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (PERLITE, ZPG, PSORB)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:1-CARTRIDGE CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETINLETOUTLETINLETINLETCARTRIDGE HEIGHT (27", 18", 18" DEEP)SD #2.014.0961007.5ZPG208.75'206.45'6"206.45'8"YES\NOYES\NO18"I.E.DIAMETERSD #10.004.0291007.5ZPG210.30'209.30'6"208.00'8"18"YES\NOYES\NOPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS7TRENCH DRAIN6CONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT4COR STD PLAN 264.00 - SOIL AMENDMENT SECTIONS2COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES1COR STD PLAN 204.20 - RECTANGULAR VANED GRATE3COR STD PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILL
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS5CLEAN-OUT TO GRADE2FOOTING DRAIN11NOT USED10DISCHARGE PAD9FLOW CONTROL STRUCTURE (FCS)6AREA DRAIN8NOT USED3GRAVEL PATH AND INTERCEPTOR TRENCH7DOWNSPOUT CONNECTION DETAIL4NOT USED
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11NOT USED10NOT USED6BIORETENTION FACILITY WITH INFILTRATION TRENCH8COR STD PLAN 262.40 - BIORETENTION - OVERFLOW OUTLET STRUCTURE7COR STD PLAN 262.00 - BIORETENTION SECTION (NO UNDERDRAIN)9NOT USED
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11COR STD PLAN 103- CURB AND GUTTER REPLACEMENT10COR STD PLAN 101 - CEMENT CONCRETE CURBS8ADA SIGN W/POST7PLASTIC WHEEL STOP6CONCRETE VERTICAL CURB TYPICAL5ASPHALT CONCRETE TRANSITION3ADA STALL AND BLOCKOUT STRIPING2CONCRETE WALKWAY1HEAVY DUTY CONCRETE PAVEMENT9HEAVY DUTY PERMEABLE PAVEMENT12CONCRETE PAVING
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4COR STD 310.3 HYDRANT MARKER LAYOUT3COR STD 310.1 FIRE HYDRANT ASSEMBLY1COR STD PLAN 300.0 WATER PLAN GENERAL NOTES2COR STD PLAN 300.1 CONNECTION TO WM W/ TAPPING TEE & VALVE11COR STD PLAN 403.1 - 8" OR 6" SSCO10COR STD PLAN 360.5 DOUBLE CHECK VALVE ASSEMBLY9COR STD PLAN 340.8 3/4" TO 2" DCVA ASSEMBLY8COR STD PLAN 330.3 CONCRETE BLOCKING FOR VERTICAL FITTINGS6COR STD PLAN 320.3 2" AND 1-1/2" WATER SERVICE5COR STD PLAN 320.1 3/4" AND 1" WATER SERVICE7COR STD PLAN 330.2 CONCRETE BLOCKING
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH2COR STD PLAN 102 CEMENT CONCRETE SIDEWALK11WEST ENTRANCE DETAIL6CDF TRENCH BACKFILL5COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION10ASPHALT PAVEMENT- HEAVY DUTY-ALT9ASPHALT PAVEMENT - HEAVY DUTY4COR STD PLAN 104.4- CEMENT CONCRETE DRIVEWAY ENTRANCE3COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11NOT USED10NOT USED9WATER UTILITY NOTES7CURB TAPER6SANITARY SEWER NOTES418" x 18" AREA DRAIN3LANDSCAPE MAINTENANCE STRIP8COR STD PLAN 129 - SIGN MOUNTING ON SINGLE METAL POST