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60'-0" <br />B. WELDED STEEL GRATE SHALL BE FABRICATED OF WELDED STEEL.~"Vry. <br />BEARING BARS 3 1/2" X 5/16" ® 1 3/8" O.C. <br />CROSS BARS ® 4" O.C. <br />TRIM BARS 3 1/2" X 1/4" FILLET WELDED TO ENDS OF BEARING BARS <br />INDICATES DIRECTION OF BEARING BARS <br />4. ALLOWABLE SOIL PRESSURE: <br />DEAD LOAD + LIVE LOAD = 3000 PSF <br />TO BE DETERMINED <br />BY CRANE MANUFACTURER <br />CRANE SUPPORT <br />DETAILT <br />1 1/2"=1'-0" <br />6.17 Kips <br />CRANE RAIL <br />BY OTHERS <br />6'-0" <br />3/16 <br />DETAIL 1 <br />1/4" = 1'-0" S7 <br />S7 <br />6'-0' <br />W8 X 18 <br />TRIM BARGR10" <br />ATE FRAME L4 X 3 X 1.4 <br />CUT 4" LEG SO FRAME IS <br />TYP <br />1 r' /—FLUSH WITH TOP OF CONCRETE 5" 5" <br />CIR. <br />TOP OF CONCRETE 1" SCREEN do <br />CROSS BAR TYP. PIPE SLEEVE <br />OR - <br />0 <br />1" 1n <br />M L TYP. <br />b <br />1 <br />1/2"0 X 6" HEADED <br />BEARING BAR 1 STUD. ANCHOR <br />36" O.C. MAX 6" In <br />FROM ENDS, TYP O O <br />3" <br />STAINLESS STL EXPANSION ANCHORAGE <br />WIRE FABRIC, <br />2 X 2 MESH, DEVICE 3/8"0 STAINLESS <br />16 GAUGE STEEL W/HEX NUT AND <br />WASHER TYP. 4 <br />PROVIDE SLEEVE AND <br />WATERTIGHT SEALANT <br />bi FOR 4" PIPE <br />N GRATE AT ANGLE SEAT OUTLET PIPE SCREEN <br />DETAIL 1 DETAILr_f� <br />3" = 1'-0" S7 <br />2" = 1'-0" S7 <br />OUTLI <br />SECTION A <br />1/2" = 1'-0" Q7 <br />1/2" X 3'-0" <br />CHECKERED PL <br />EMBEDED FLUSH 3/16 8" b <br />W/ TOP OF SLAB 3 16 8`- <br />3/4"0 X 3" HEADED #3 CHAIRS <br />STUDS ® 16" O.C. 24" O.C. <br />SUMP GRATE <br />� 12" O.C. <br />Tr . 12" O.C. <br />® n ,� � POLYVINYL <br />WATER STOP, <br />TYP. `i "� CONTINUOUS <br />b 4 - 3/4"0 X 10" I NON -SHRINK GROUT _ _ _ b � Zn <br />ANCHOR BOLTS CONSTRUCTION <br />L JOINT, CLEAN <br />137.6' � � � RESILIENT WATER - <br />bo AND COAT W/ <br />TIGHT SEALANT BONDING <br />o�--- i _ — i ADHESIVE <br />10" SLAB REINF <br />W/ #4 ® 10" <br />O.C. E.W. <br />SERVICE RACK <br />DETAIL 4 <br />1/2"=1'-0" S7 <br />EXPANSION JOINT MAT'L <br />18"0 CAST -IN- <br />PLACE PILE <br />6 - #6 VERT BARS <br />#3 CIRCULAR TIES <br />® 9" O.C. <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this <br />pla /drawin11g ust be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or con can/drawing. Any change to this <br />�JL I - - S concurrence in <br />effect at the time of its issuance. <br />DO <br />CHECKERED PLATE <br />DETAIL 5 <br />1 1/2"=1'-0" S8 <br />W <br />EM(on <br />Associates <br />#4 0 12" O.C. <br />#4 ® 9- <br />#4 0 12" O.C. <br />SECTION g <br />1/2" = 1'-0" S7 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING - DETAILS <br />RAWING NO <br />S71 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />