HomeMy WebLinkAboutThe landing 20230705_Hyannis_SK-01 Relocated Drainage StructuresTC=53.4TC=53.4TC=53.0TC=53.0TC=53.1TC=52.9TC=54.9TC=54.9TC=55.4TC=54.8TC=55.6TC=56.5TC=56.7TC=56.7TC=56.3TC=55.6TC=55.5TC=54.6BC=52.9BC=52.9BC=52.8BC=52.7BC=52.7BC=52.8BC=53.5BC=53.5TC=53.8TC=53.9TC=55.0BC=54.6TC=55.3BC=55.0TC=54.8BC=54.2TC=54.4BC=54.0TC=55.1TC=54.7BC=54.3TC=54.6BC=54.2BC=54.6BC=54.5BC=54.5BC=54.9BC=54.2BC=54.8BC=55.9BC=55.9BC=56.2BC=55.7BC=55.5x55.1BC=55.2BC=54.2TC=55.8TC=56.2TC=55.6x54.2BC=55.7BC=55.2BC=55.4TC=55.0TC=54.1TC=55.9TC=55.9TC=55.1TC=55.1TC=55.7TC=55.4TC=54.4TC=53.9TC=53.8TC=54.1TC=54.9TC=55.3TC=54.5TC=56.2TC=56.2x55.7TC=56.2x55.6TC=56.2x55.7TC=56.3x56.3x56.3x56.2TC=55.6TC=54.9TC=56.2BC=54.4BC=55.1BC=55.8BC=55.6BC=55.6BC=55.6BC=54.6BC=53.6BC=54.9BC=55.8BC=55.1BC=53.9BC=53.4BC=53.3BC=55.2BC=54.7BC=54.7BC=55.4BC=55.4BC=54.5TC=54.7TC=55.3TC=55.5BC=55.1BC=54.5BC=55.1TC=54.5BC=54.3TC=54.6TC=55.7TC=56.6TC=56.5x56.6x56.2TC=55.9TC=55.6TC=55.6TC=54.8TC=55.1TC=55.6TC=56.0BC=56.2BC=56.3BC=55.6BC=55.2BC=55.4BC=55.3BC=54.6BC=54.9BC=55.8TC=56.3TC=56.3x55.2BC=55.4BC=55.6TC=54.2TC=54.3BC=53.3BC=54.0x55.2x55.0TH=55.7TH=55.8TH=57.7TH=56.5TH=56.6TH=56.6TH=56.6TH=56.5TH=56.5TH=56.9TH=56.5TH=56.5TH=56.5TH=56.8TH=58.8TH=58.7TH=59.2TH=56.4TH=56.4TH=54.5MMMMMMMMDDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSXXXX X X X X X X X
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MARKDATEDESCRIPTIONCONSTRUCTIONDRAWINGSW2197-003-C-DSGN [CD].dwgW2197-003SCALE:JPLJMPAS SHOWNNSC003/31/2023ISSUED FOR CONSTRUCTIONN0040'80'SCALE IN FEETGRAPHIC SCALEGRADING, DRAINAGE &EROSION CONTROL PLANSK-01FFE=58.80CONST. INLETPROTECTION (TYP.)MATCHLINE - SHEET C-401 2% MAX SLOPE @ ACCESSIBLEPARKING AREAS (TYP.)CONST. SILTSOCK (TYP.)FFE=55.70ABBREVIATIONS/ACRONYMSBCBOTTOM OF CURBBCCBITUMINOUS CONCRETE CURBBSBOTTOM OF STAIRBPBOTTOM OF PADBWBOTTOM OF WALLCBCATCH BASINDMHDRAIN MANHOLEFFEFINISH FLOOR ELEVATIONHDPEHIGH DENSITY POLYETHYLENEINV.INVERTLLENGTHMAX.MAXIMUMMIN.MINIMUMPPIPEPCBPROPOSED CATCH BASINPCCPRECAST CONCRETE CURBPCDPROPOSED CANOPY DRAINPCOPROPOSED CLEAN OUTPDCBPROPOSED DOUBLE CATCH BASINPDSPROPOSED DRAINAGE STUBPFESPROPOSED FLARED END SECTIONPDMHPROPOSED DRAIN MANHOLEPRGTPROPOSED RAIN GUARDIAN TURRETPTDPROPOSED TRENCH DRAINPYDPROPOSED YARD DRAINSSLOPETDTRENCH DRAINTCTOP OF CURBTPTOP OF PADTSTOP OF STAIRTWTOP OF WALLTYP.TYPICALVIFVERIFY IN FIELDW/WITH2.5:1 SLOPE(MAX.)2.5:1 SLOPE(MAX.)CONST. SILTSOCK (TYP.)CONST. SILTSOCK (TYP.)CONST. INLETPROTECTION (TYP.)CONST. EROSIONCONTROL BLANKET ONALL SLOPES GREATERTHAN 3:1 (TYP.)CONNECT TO EXISTINGDRAINAGE (VERIFY INVERTAND LOCATION IN THE FIELD)CONNECT TO CANOPYDRAINAGE (COORD. W/BLDG. PLANS)CONNECT CANOPY DRAINAGE TOEXISTING DRAINAGE SYSTEM(COORD. W/ BLDG. PLANS)SEE NOTE 2SEE NOTE 1NOTES:1.SEE BUILDING DRAWINGS PREPARED BY JACOBS.2.SEE BUILDING DRAWINGS PREPARED BY LITTLEDIVERSIFIED ARCHITECTURAL CONSULTING.ADJUST RIM TOFINISHEDGRADE UNLESSOTHERWISENOTED (TYP.)[C]=CASCADE CATCH BASIN GRATE[L]= LEACHING DRAIN MANHOLE[P] = PERFORATED DRAIN LINE (INFILTRATION TRENCH)RESET RIM=53.85107/05/2023SK-01