Loading...
HomeMy Public PortalAboutDoubleUntrappedStreetInletPrecastConcreteSHE (IF R 24" BASE PRECAST CONC. "UNIT B". } 1 E 3" x 12" W.W.F. (1.2 IN.2/V.F.) 1— Q o SEE ET 43) }„ ►� ICI fr I I I I 24"MAX I '/)/////////////2///////////// p i 5„ °.D Dl oL o : c RAISE TO FINAL GRADE WITH COURSE OF BRICK. p 1 a 0 ISER QUIRED) A —t _ c A FLAT SURFACE + IF NO RISER REQUIRED. II 4" , . — 58" VARIES. 12 , o 6"MIN. f 0_ o ° 16"(TYP) •° 1 p 2"MIN. o Q o Q o r� o o .p p J. PREFORMED FLOW CHANNEL. 24' o. a �D 0. � ° �. � o ° f MAX 15�� I I I I I 5" e p p Q D 6" � ate, to o p D� 1T p Y D .r . Di p 6 -mow ‹Q � p 36" NOTE: #5 L—BARS © 12" O.C. 3"x 12" W.W.F. (W. 2.9 x W. 1.4) (TYP.) #4 © 10" O.C./E.W. PLAN MANHOLE STEP 16" O.C. (BASE) HORIZ. #4 REBARS ON 10" C.C. SECTION A —A APPROVED PATENTED COMPRESSION TYPE JOINT REQUIRES A MIN. OF 12" BETWEEN OPENINGS. 33 INCH R.C.P. MAXIMUM PIPES FRONT & BACK WALLS AND 24 INCH R.C.P. MAXIMUM PIPE FOR ENDS WITH A MINIMUM OF 12 INCHES BETWEEN PIPES. DOUBLE UNTRAPPED STREET INLET PRECAST CONCRETE METROPOLITAN ST. LOUIS SEWER DISTRICT Standard Details of Sewer Construction Dr. JLG/SAM Ch. J.C.K. 2009 SHEET 37