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<br /> SOLDIER PILE PLAN SOLDIEFZ PILE PR4FILE � � �
<br /> � SCALE: 1" = 10' � SCALE: 1" = '_i' � n- O •
<br /> 10 0 5 10 20 5 0 5 10 �
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<br /> 42" FENCE �
<br /> PER OWNER DESIGN: BTJ
<br /> DRAWN: JCP .
<br /> TIEBACK SCHEDULE . -
<br /> CHECK: DMT
<br /> JOB NO: 18415.10
<br /> PILE(S) 1-15 • ,
<br /> MAX RETAINED HEIGHT 10-0
<br /> DATE: O 1/31/19
<br /> ' EX GRADE
<br /> MIN EMBEDMENT 20'-0" �
<br /> � -� � � -�� � I � '� �
<br /> ANCHOR A1-A7 �
<br /> WORKING LOAD 16.6 K �
<br /> MINIMUM LENGTH 39'-0" ��
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<br /> PILE TYPE HELICAL TIEBACK N � � °
<br /> PILE SHAFT 1 1/2" SQUARE SHAFT HELIX 120 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .__ __�120 � ' .
<br /> 1 1
<br /> HELIX CONFIGURATION TRIPLE HELIX(8", 10", 12") � .
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<br /> 6"TOP 501L W/FILTER EX15T DECK � � �
<br /> MAX TORQUE 5,700 FT# FABRIC BELOW
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<br /> MIN TORQUE � 3,400 FT# � � � � � -� �- 3 � � � �
<br /> �
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<br /> NOTES LOCK OFF SNUG TIGHT ONLY ROCK , _� ��W'„��.�
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<br /> LEVEL BENCH EXPORT Q� � �
<br /> g EXCESS SOIL AS REQ'D .� PER PLAPJ
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<br /> � TIMBER LAGGING PER � -
<br /> �'�✓ PLAN & DETAILS � �
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<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 .
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