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EXISTING DROP <br />TOWER <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />NEW PIPE INLET BLOCK <br />DAMAGED AREA AROUND <br />819 PIPE /TOWER JOINT <br />410 CONTINUOUS RING OF ADEKA SELF <br />ADHESIVE LOW SWELL WATERSTOP iD <br />ON PIPE CIRCUMFERENCE <br />EXISTING PIPE --------------------------- <br />-- - <br />I � I <br />I o a- <br />cD <br />I I o <br />�I <br />- - - - - -- - I I <br />Ll <br />I I <br />I I <br />I I <br />I I <br />I I <br />T• <br />.. .. .�!.- ♦�.SA� .'fie.' .. , ��. , .. ;t,�.. ... ,. ._ s. . <br />NEW <br />MAIN BEAM <br />-SEE <br />SHEET S1.0 <br />NEW <br />PIPE SUPPORT <br />JOISTS, TYP. <br />-SEE <br />SHEET S4.3 <br />NEW <br />SUPPORT FRAME <br />-SEE <br />SHEET S3.2 <br />6' -0" <br />NEW INLET BLOCK <br />6" TYP. 1' -0" TYP. <br />DAMAGED AREA AROUND <br />S7.0 S7.6 NOTES: <br />PIPE /TOWER JOINT <br />S7.0 S7.6 <br />CONTINUOUS RING OF ADEKA <br />SELF ADHESIVE LOW SWELL <br />1. WATER STOP TO BE ADEKA, LOW SWELL. <br />WATERSTOP ON FACE OF TOWER <br />EXISTING PIPE <br />I <br />#6 REBAR DOWELS INTO <br />EXISTING CONCRETE TOWER <br />TOWER FACE SURROUNDING DAMAGED AREA <br />-DRILL AND EPDXY WITH HILTI <br />HIT -HT 150 WITH 4" EMBED. <br />•r i <br />AND 6" PROJECTION BEYOND <br />AND AROUND FULL PERIMETER OF PIPE. <br />EDGE OF TOWER <br />I I <br />-TYP. (12) LOCATIONS <br />REINFORCEMENT TO CONSIST OF <br />(2) #5 CLOSED LOOP CIRCULAR <br />RINGS CENTERED ON ADEKA w/ <br />I <br />(1) #5 BENT BAR CLOSED <br />DWG. NO. <br />LOOP RECTANGLE ALIGNED w/ <br />I I <br />I I <br />DOWELS <br />I I <br />I I <br />I I <br />DATE <br />BY <br />SUPPORT FRAME <br />I <br />OMITTED THIS VIEW <br />I I <br />FOR CLARITY <br />SON <br />ENDER OPERATIONS <br />HENDERSON MILL <br />h• <br />y <br />(_T\� LONGITUDINAL SECTION AT <br />TOWER <br />2 INLET BLOCK, AXIAL SECTION <br />AT TOWER <br />S7.0 S7.6 NOTES: <br />1/4's = 1' -0" <br />S7.0 S7.6 <br />1/4s' = 1' -0" <br />1. WATER STOP TO BE ADEKA, LOW SWELL. <br />PLACE A CONTINUOUS RING ON EXISTING <br />TOWER FACE SURROUNDING DAMAGED AREA <br />PRELIMINARY <br />AND AROUND FULL PERIMETER OF PIPE. <br />ISSUED FOR <br />BID WALK <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />DATE <br />BY <br />APP BY <br />VENTILATION <br />ENGR: JLK <br />2 -28 -14 <br />SON <br />ENDER OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />PIPE INLET BLOCK <br />ISSUED FOR BID WALK <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: JP <br />2 -28 -14 <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -28 -14 <br />A Freeport-McMoRan Com en <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />EMPIRE / PARSHALL, COLORADO <br />303- 569-3221 <br />SCALE' AS NOTED <br />OTHER APP BY: <br />PROJ. NO. 13024 SHT S7.0 REV. <br />