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4'-0" MAX. SPACING <br /> PIPE SUPPORT TUBES <br /> NEW HSS5x5x1/4 x EXISTING PIPE <br /> 8'-0" LONG PIPE <br /> 2 SUPPORT, 1YP. NEW X-BRACE, TYP. <br /> -SEE 2/S4.3 -SEE 1/S4.8 <br /> S3.0 S3.2 S3.0 S3.2 <br /> S3.0 S4.8 S3.0 S4.3 <br /> I BACKFILL CONSISTS OF <br /> — ---- -- -- ————— — FLOW FILL <br /> w VARIES <br /> w NEW STEEL BEAM n <br /> 0 <br /> —TYPICAL EXISTING BAR ' SIM. <br /> -- `r JOIST TO REMAIN <br /> NE4W FOUNDATION FACE OF EXISTING S3.0 54.4 <br /> -- FOOTING AND FOUNDATION <br /> 'e4 ' STEMWALL EXISTING <br /> VARIES FOUNDATION <br /> VARIES , <br /> OF NEW STEMWALL <br /> TYPICAL ELEVATION AT ONE SPAN CONDITION <br /> S2.0 S3.0 NOTES: <br /> 1. SEE GENERAL NOTES, SHEETS SO.1-S0.3, FOR ADDITIONAL <br /> INFORMATION AND REQUIREMENTS. <br /> 2. ONE SPAN CONDITION OCCURS AT TOWERS 7, 9, AND 11. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE I BY VENTILATION I I ENGR: JLK 2-28-14 1 aCli---holy enum HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2-2&14 �rR. TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN M16 0903-15 JLK STRUCTURAL CHECKED BY: JOB 2-2&14 A F- I-UOA II,COTpCIIy <br /> ELECTRICAL APPROVEDBV: s'�caLoxoo TYPICAL ONE SPAN <br /> PIPING APPROVED BY: BAUR 6L ASSO(:IATES <br /> SCALE: AS NOTED OTHER APP BY: <+�xt�t Tl.:c Er,'.1wI[�.` PROJ.NO.13024 SHT S3.0 REV. 4 <br />