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W.:.�....�e_ �..:�_.�. . . . . . . 115 - <br /> _ �. �. S3.1 ��` �� <br /> . . . �..� � � <br /> KT 2 CRUSHED <br /> .__ 1 <br /> NOTES LOCK OFF SNUG TIGHT ONLY ROCK , _� ��W'„��.� <br /> Q _ ;,° �t,r #;;s. <br /> LEVEL BENCH EXPORT Q� � � <br /> g EXCESS SOIL AS REQ'D .� PER PLAPJ <br /> � <br /> 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�:' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 . <br /> � TIMBER LAGGING PER � - <br /> �'�✓ PLAN & DETAILS � � <br /> � � J <br /> � . <br /> 0o EXIST SLOPE �� m M � <br /> � o W <br /> 105 . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 Q .. <br /> — I I W � —� � r . <br /> wsX31 a z — <br /> —� � �—� � � � J <br /> NOTES: i' PILE PER PLAN � � =1 I II I II I II I I—I I I _ � <br /> 1. CONTRACTOR TO FIELD VERIFY THAT THE MAX. RETAINED ' & DETAILS , , , �� I I=I w Y Q O � <br /> HEIGHT IS NOT EXCEEDED. 100 � i,. `` • • • � � ' ' ' ' 100 � I�I II � <br /> 2. CONTRACTOR TO PROVIDE SUFFICIENT HEIGHT ABOVE FINAL � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ^ � <br /> GRADE TO ALLOW FOR ADJACENT PILE LAGGING. -III II W � L1- LJ..� <br /> 3. REFER TO SHORING DRAWINGS FOR ADDITIONAL INFORMATION. j � �I�n II � � - <br /> 4. REFER TO THE SHORING PROFILE FOR TOP& BOT. OF PILES � � .� � ' <br /> 5. ALTERNATE TIEBACK TYPES MAY BE SUBMITfED FOR REVIEW. (n � . <br /> 6. ALL ANCHORS SHALL BE INSTALLED TO DOUBLE THE WORKING 95 �o`_ 95 ���� W M � � <br /> LOAD. II II � O W Q � <br /> 7. MINIMUM LENGTH MAY BE ADJUSTED BY GEOTECH SPECIAL <br /> II II � <br /> INSPECTOR. II 'I � � W �I Z � , � <br /> �----� � � � <br /> SECTION GROUTED TIE-BACK NO LOAD ZONE DETAIL SHEET: <br /> 3 SCALE: 1" = 5` � SCALE: 3/4" = 1'-0° <br /> 5 0 5 10 . <br /> ■ <br />