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HomeMy WebLinkAboutC622 - Site Utility Details - SU2.26" (MIN.)5.12"6"6"CONCRETE ACO DRAIN KS100CHANNELCOMPACTED SUBGRADE6"(TYP.)#5 BARS AT 12"o.c. (TYP.)#5 BAR x CONT.(TYP.)EQ. VARIES - COORDINATE WITH TRENCH DRAIN SHOP DRAWINGS (TYP.) 4" 3" CLR.3" CLR(TYP.)KS100 ACO TRENCH DRAIN - DETAIL A NONEEQ.1/2" EXPANSION JOINTMATERIAL WITHSEALANT (TYP.)SEEDETAIL ASEEDETAIL ASEEDETAIL A10"9.92"1010CONCRETE ACO DRAIN KS100CHANNELCOMPACTED SUBGRADE6"(TYP.)#5 BARS AT 12"o.c. (TYP.)#5 BAR x CONT.(TYP.)EQ. VARIES - COORDINATE WITH TRENCH DRAIN SHOP DRAWINGS (TYP.) 4" 3" CLR.3" CLR(TYP.)S200K ACO TRENCH DRAIN - DETAIL B NONEEQ.4,500 PSI CONCRETEENCLOSURE1/2" EXPANSION JOINTMATERIAL WITHSEALANT (TYP.)4,500 PSI CONCRETEENCLOSURESLOPELAP4 OZ./SYD. GEOTEXTILE4" PERFORATED PIPE#8 WASHED AGGREGATEUNDERDRAIN - DETAIL D1 1/2" = 1'-0"8" MIN.SLOPESEE LANDSCAPE PLANSPIPE CAP - DETAIL CNONE1'-0"1'-0"PIPE REMOVAL LIMITLEAN CONCRETEEXISTING PIPEMECHANICALPLUGNYLOPLAST STRUCTURE - DETAIL FNONESEE SITE UTILITY PLAN SHEETSU1.2 FOR GRATE TYPE.SEE SITE UTILITY PLAN SHEETSU1.2 FOR GRATE TYPE.SANITARY SERVICE CONNECTION - DETAIL GSANITARY SEWER PVC PIPE TRENCH - DETAIL HKS100 ACO TRENCH DRAINNONES200K ACO TRENCH DRAIN NONECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU2.2SITE UTILITY DETAILSBMP STORMWATER QUALITY UNIT - DETAIL ENONETAC REVIEW5-14-20241