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HomeMy WebLinkAboutT-269264• aP €-405 ornd ^r Design- Sailders tq.n RELEASE Y FOR CONSTRUCTION lie DOWN T FRDNT I n TUBE (TYP) i SEE ILLUMINATION PLANS FOR SIDEWALK 8'6" CONDUIT AND WIRE SIZE T� �' PLACE CONCREf f VC t 2'E' WITHIFOUk6ATIC tfp _ _� _ P XF - -TO CCTV i(4 "PREMODED i!A "0 DRAIN B _ -- - -- -- CAMERA JOINT FILLER TUBE (iYP.) 3@ "FILLET (NP) m1--1 -, s xx CrTP7 r s -}•— ' -,r —• - -s —e - -r :CXvu) g' DIA. CABINET J B 6 � SUMP (TTYP.) 1 REAR ! 1 v '� i .T_.-_.. L.._. - ;.-_. § aF ® t' -0" EA WAY a -� r " @TOP &BOTTOM) CLAMP BARE Na "- EA YtlAT tOYP. COPPER WIRE TOP 8 BOTTOM) CONTROL SIDEWALK TO REBAR JOINT TO GROUND ROD A SEE STD.PLAN J-SA PLAN CABINET FOUNDATION DETAIL STA-M 29+50 NTS SECTION A TUTS NOTES: 1. ALL CONDUITS SHALL Be CLUSTERED TOWARD REAR OF THE CABINETS. 2, SLOPE FOUNDATION WR7.TO THE FREE EDGE. 3, SLOPE PADS 1I4RF7 TO THE SUMP IN CENTER- 4 ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS Z UP, 5, ALL CONDUITS SHALL BE HOT DIPPED PALVANIZED OR PVC. 0. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD. T. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE SIB" DW. BY IF WEDGE ANCHORS. S. CONCRETE SHALL BE CLASS 9000. S. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED. ALTERNATE: STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION. BOLT SHALL EXTEND A MIN. 1 -ffY ABOVE THE CONCRETE PAD. 10, SEE SHEETS TS-BO4 THROUGH TS407 FOR WIRE NOTES, 11, CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SLAB SHALL BE 0"AND Z'OTHERWASE. A .tea >uwx 10 waN, g��C s, Fr �y �) tll I 5 a 4 Taf Id05 1 -5 TO SR 169 TSD -0.78 TASK "LEAD: STAGE 2 - WIDENING aaoRFDRD comun ua 5' �/pA� `R'° " °t' }3•la Washlnpton Stote Department Df Tranaportatfon AND SR 5151NTERCHANGE ""' ,�, PACKAGE. RFC -1C 7624 drz w CABINET FOUNDATION DETAILS T OF 6 ,,,�., co r