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25-FT GROUT OVERLAP ZONE -- � 1-1/2 IN GROUT HOLES <br /> 0.5 FT <br /> 35.0 FT <br /> I I I <br /> I I I <br /> STABILIZATION I I I <br /> AS DIRECTED <br /> I I <br /> I I I <br /> I�FUTURE TUNNEL FACE I I <br /> I I I <br /> OUTLET PORTAL <br /> ITUNNEL CENTERLINE FUTURE TUNNEL <br /> I I I <br /> I I I <br /> I 1 I <br /> I I I STABILIZATION <br /> II I AS DIRECTED <br /> I I I <br /> I I 1 <br /> 5 DEG. <br /> TYPICAL GROUT HOLE PROFILE <br /> I I <br /> GROUT HOLE <br /> \ \ I \ / <br /> �4 TUNNEL SPRING-LINE <br /> — i <br /> \\, 2.OFT <br /> �I R6_0 FT <br /> ?= r ?_ <br /> 'L 2.OFT <br /> II= - <br /> — \ — <br /> TUNNEL EXCAVATION \\i, <br /> - NEAT-LINE 8.OFT <br /> i 6.OFT <br /> TYPICAL TUNNEL \� 12.0FT \� <br /> AS-BUILT LINE <br /> i0-411-III=-i %II-dill-4�1-i`I- II=�l1= <br /> 00 <br /> // \\ <br /> W. <br /> z 648 <'s <br /> I I <br /> -off <br /> IISCALE 0 •���....• ��••� <br /> TYPICAL PROBE/GROUT HOLE CROSS-SECTION GEOMETRY 2.5• 0 2.5' 5' S80NA-E <br /> 2 <br /> U DESIGNED VARIOUS REVISION <br /> WARNING CLIMAX MINE 2\Q DRAwry RLM <br /> 0 0.5 1 PROJECT NO. <br /> ® `"EC ED A1H MAYFLOWER FLOOD BYPASS TUNNEL SYSTEM 12235 <br /> Climax Molybdenum REVIEWED DL <br /> Z ISSUED FOR CONSTRUCTION RLM 4/19 DRawivc <br /> J i ISSUED FOR BID RLM 10/18 IF THIS TYPICAL PROBE HOLE MFT-C-21 <br /> A Fis�oa t-IFJIaAVn Cm�oary NOT MEASURE I cueN7 MM/RV <br /> 0Q ISSUED FOR CLIENT REVIEW RLM 9/1B PROJECTBCONSTRUCTION MANAGEMENT THEN DRAWING IS AND GROUT HOLE GEOMETRY SHEET 1 OF 1 <br /> REV DESCRIPTION OF REVISION av DATE ENGINEERING,GEOLOGY,SURVEYING NOT TO SCALE DPTE 415119 <br />