HomeMy WebLinkAboutP_Civil_Plans_1South_170922_v1southPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4CONSTRUCTION FENCING3TREE PROTECTION FENCING2CITY OF RENTION STD 215.10- STABILIZED CONSTRUCTION ENTRANCE11NOT USED10NOT USED9NOT USED8SEDIMENT SUMP & PUMP7NOT USED6NOT USED5CITY OF RENTON STD 214.00 - SILT FENCE1CITY OF RENTON STD 216.30 - CATCH BASIN FILTER
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 204.00 - RECTANGULAR FRAME5COR 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 RIMFLOWA514"2'-0"INSIDE2'-012"OUTSIDEB 2'-0"2'-8"6'-9"5"5"7'-1"OUTSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIM2'-0"BBH 6"AAINLET STUB(OPTIONAL)OUTLET STUBOUTLET PIPEFROM FLOWKITFILTRATIONBAY INLETPERMANENT POOL LEVELACCESS COVERCONCRETE COLLARAND REBAR TO MEETHS20 IF APPLICABLE BYCONTRACTOROPTIONAL SLOPED LIDCORNER ELEVATIONSTO BE SPECIFIED BYENGINEERSTORMFILTERCARTRIDGE TYP.FLOWKIT TYP.CLEANOUTACCESS PLUGON WEIR WALLPERMANENTPOOL ELEVATIONCARTRIDGESUPPORT TYP.CATCHBASIN FOOT(TYP. OF 4)FINISHED GRADEWEIR WALLFLOATABLES BAFFLELIFTING EYE(TYP. OF 4)VANED INLET GRATE(SOLID COVEROPTIONAL)1'-0"COLLARPLAN VIEWSECTION A-ASECTION B-BCATCHBASIN FOOT(TYP. OF 4)FILTRATIONBAY INLET TYP.OUTLETINLETCONFIGURATIONSSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:2-CARTRIDGE DEEP CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETOUTLETINLETINLETINLETSD #290.02490.13381007.5ZPG348.20'348.20'-346.30'8"NONOCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)MINIMUM HYDRAULIC DROP (H)27"18"18" DEEP3.05'2.3'3.3'2 gpm/ft²22.51 gpm/ft²2 gpm/ft²1 gpm/ft²2 gpm/ft²1 gpm/ft²11.25157.5157.5STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUMOF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONSARE 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 IS REQUIRED.CARTRIDGE SELECTIONINLET 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"OUTLETINLETCONFIGURATIONSSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:2-CARTRIDGE DEEP CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETOUTLETINLETINLETINLETSD #260.02390.12491007.5ZPG347.22'347.22'-344.90'8"NONOPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4TRENCH DRAIN3CONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT2BRENTWOOD STORMTANK MODULE DETENTION SYSTEM1NOT 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 STANDARDS5CLEAN-OUT TO GRADE2FOOTING DRAIN11NOT USED10DISCHARGE PAD9FLOW CONTROL STRUCTURE (FCS)6AREA DRAIN8BIO-RETENTION AREA
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 STANDARDS11CONCRETE CURB WALL10COR STD PLAN 103- CURB AND GUTTER REPLACEMENT DETAILS9COR STD PLAN 101 - CEMENT CONCRETE CURBS8ADA SIGN W/POST7PLASTIC WHEEL STOP6CONCRETE VERTICAL CURB TYPICAL5ASPHALT CONCRETE TRANSITION3ADA STALL AND BLOCKOUT STRIPING2CONCRETE STRIP AND WALKWAY1HEAVY DUTY CONCRETE PAVEMENT
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 STANDARDS4CDF TRENCH BACKFILL3COR STD PLAN 403.1 - 8" OR 6" SSCO1COR STD PLAN 300.0 WATER PLAN GENERAL NOTES2COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION11NOT USED10NOT USED9NOT USED8HEAVY DUTY PERMEABLE PAVEMENT6COR STD PLAN 330.2 CONCRETE BLOCKING5COR STD 310.1 FIRE HYDRANT ASSEMBLYOR7ASPHALT PAVEMENT - HEAVY DUTY