? ? ? ? ? SCALE: 1:25 (A1) SECTION - THROUGH SHAFT - OPTION 1 3 - 4 - 4No. 3150x3150x10 METAL PLATES EXISTING CONCRETE SHAFT LINING 5500Ø (TBC) UNKNOWN DEPTH UNKNOWN DEPTH SOIL WEATHERED ROCK EXISTING VENTILATION SHAFT EXISTING GROUND LEVEL (INCLINATION UNKNOWN) CONCRETE RING BEAM / FOOTING STEEL FRAME COVERED IN GRP GLASS REINFORCED PLASTIC (GRP) ~400 NOM. 400mm OVER TOP 3000-5000mm DEPENDING ON GROUND CONDITIONS 1 5 BUILT UP BERM NOM. 10mm SCALE: 1:50 (A1) PLAN - METAL PLATE INSTALLATION 4 - 2 - EXISTING SHAFT COLLAR 5500Ø (TBC) ~6650 STEEL FRAME BOLTS GRP EXISTING CONCRETE LINING 4No. 3150x3150x10 METAL PLATES 75 NOM. 10 M16 BOLTS @ 300CRS 75 400 1:25 0 2000 1200 800 1600 2400 mm @ A1 @ A3 1:50 200 100 50 10 0 mm 300 mm Original Sheet Size A1 [841x594] SKETCH ONLY CLIENT PROJECT PROJECT NO. DRAWN DATE \\corp.pbwan.net\ANZ\ProjectsNZ\1C\1-C1875.07 Alderman Drive Palasade Wall\Home\210 Technical\210 Drawings\(C)Civil\+AutoCAD\Sketches for Waihi\Sketches - Waihi Details.dwg Plot Date 23/07/2021 @ 1:38 PM Auckland Office PO Box 5848 Auckland 1141 New Zealand +64 9 355 9500 02-03-2021 GOLDER WKP MINE DEVELOPMENT 3-AG397.00 V. GILES OPTION 1 - STRUCTURAL STEEL FRAME WKP MINE DEVELOPMENT - CONCEPT PERMANENT COVER 1:50 1 0 3 2 4 5 m @ A1 @ A3 1:100 SCALE: 1:5 (A1) DETAIL - PLATE CONNECTION A - A - SCALE: 1:5 (A1) DETAIL - PLATE CONNECTION B - B - 200 100 0 1:10 500 400 300 800 700 600 1000 900 mm @ A1 @ A3 1:20 1:5 0 50 100 450 300 200 150 250 350 400 500 mm @ A1 @ A3 1:10 NOTES: 1. ALL DIMENSIONS SHOWN ARE IN MILLIMETRES, UNLESS NOTED OTHERWISE. 2. ALL DIMENSIONS ARE INDICATIVE ONLY. 3. DESIGN SHOWN IS INDICATIVE AND HAS BEEN PROVIDED FOR CONCEPT ONLY. 4. BERM AROUND SHAFT OPENING GRADED TO LIMIT POOLING OF WATER ON SURFACE.
RkJQdWJsaXNoZXIy MjE2NDg3