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CABINET DETAIL(N.T.S)(TYPICAL)GRADENOTE:SCADA CABINET DIMENSIONS: 63"H x 40"L x 24"WCABINET PAD DIMENSIONS: 45"L x 30"W x 21"D63"30"45"24"40"21"CABINET DETAILNOTES:CONCRETE STRENGTH:-ALL CONCRETE SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI, UNLESS OTHERWISE NOTED ON DRAWING.-CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C 150 TYPE II.-THE MAXIMUM SLUMP OF CONCRETE SHALL BE 4", UNLESS NOTED ON THE DRAWING.-THE CEMENT-WATER RATIO SHALL BE 0.45 BY WEIGHT.REINFORCEMENT:-REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE ASTM-615, GRADE 60 DEFORMED STEEL BARS (YIELD STRENGTH OF Fy=60,000 PSI)GRADE 40 STEEL BARS FOR #4 & SMALLER BARS (YIELD STRENGTH OF Fy=40,000 PSI).-CONCRETE COVERAGE (CLEAR) FOR REINFORCEMENT SHALL BE AS FOLLOWS:CONCRETE PLACED AGAINST EARTH (BOTTOM ONLY) - 3"FORMED SURFACED EXPOSED TO WEATHER OR GROUND - 2"EXCAVATION AND FILLING:-FIELD VERIFY LOCATION OF ALL UNDERGROUND LINES PRIOR TO EXCAVATION.-STRUCTURAL FILL SHALL CONSIST OF EITHER CALTRANS CLASS 2 A/B OR 1/4" TO 3/4" CRUSHED ROCK.-COMPACTED FILL MATERIAL TO 90% ASTM D-1557 METHOD OF COMPACTION.CABINET DETAIL(N.T.S)(TYPICAL)14"REBOUNDABLE DELINEATOR(N.T.S)48"3" OD x 48" LONG TUBE,HIGH DENSITYPOLYETHYLENE(ORANGE)VISIBILITY STRIPS14"(SURFACE MOUNTED)SEE PAGE 6 FOR DELINEATOR SPECIFICATIONS2-1/2" x 1/2" DUAL-LEADTHREAD HEX HEADCONCRETE ANCHORCONCRETESONOTUBE