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---�- 9" THICK TEMP SHOTCRETE FACE
<br /> 9" THICK PERMANENT
<br /> SHOTCRETE FACE �
<br /> WITH 4500 PSI �
<br /> BACKFILL REBAR LAP AT o
<br /> CLEAN SHOTCRETE JOINTS 1�1 45 DEGREE ANGLE TO CREATE a
<br /> � HEADED STUDS AT 12 INCH O.0 ANGLED JOINT AS SHOWN � ,
<br /> 2 3 AT CENTER OF SOLDIER PILE ACCORDANCE WITH THE �
<br /> SPECIFICATIONS PRIOR
<br /> ° 6 1/8" TOTAL LENGTH WITH TO SHOTCRETE NEXT LIF�" �
<br /> VERTICAL REWFORCEMENT: 1" DIA. HEADS AND 1/2" DIA. SHAFTS 45°
<br /> #4 REBAR AT 12" O.C. r
<br /> �` 4 s
<br /> 'J s W _
<br /> sE� PLaNs • �
<br /> �
<br /> � �
<br /> --� 6 HORIZONTAL REINFORCEMENT: „ � � �
<br /> #5 REBAR AT 12" O.C, m 16 LAP MIN � �
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<br /> 1. COVER CAP (�PTIONAL} � � N a. o �,
<br /> 2. WEDGE PLATE ., `""'��„ � �
<br /> 3. �EARlNG PLATE WITH 1�F�UMPET �� • � o
<br /> 4. �REASED AND HOT MELT-PLASTIC � �
<br /> EXTRUDED STRAND (UNBONDED LENGTH) �� �� • � t:
<br /> 5. SPACER • VERT PERM GEOCOMPOSITE � o
<br /> 6. CORRUGATED PLASTIC SHEATHING Df�AIN BOARD STRIPS �
<br /> 7. ��N�'RALIZER . z �
<br /> 8. END CAP � � "
<br /> 9. WEDGE � � �
<br /> 10. SECONDARY-GROUT LINE WITH PORTS 1 STRAtVD TEND�N GROUND ANCHOR DE`TAIL W
<br /> 11. BARE STRAND (BOND LENGTH) �H5.1 NOT TO SCALE _ U �
<br /> 2 PERIlII,ANEN1' SH�T��ETE FA�ING �EINF��MEI�1" DET'�IL � '�
<br /> SH5.1 NOT TO SCALE �
<br /> � F'ERMANENT' �HOY��ET� FACIN� - Jt�INT' DETAIL � z�.
<br /> SH5.1 NOT TO SCALE � �
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<br /> SOLDIER PILE SHAFT BACKFILLED �
<br /> WITH LEAN CONCR�T� � �
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<br /> `�� � i;'�; LAGGING BACKFILL ::�� : �'; � � �
<br /> �:�� ��`� �t�:���'.��� WITH LEAN CC7NCR�TE �;:• '�'•• .•�;� � •
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<br /> � WEB 8c 8" DIA. P1PE 1 �
<br /> �"DIA. PIPE (�XTRA STONG) (EXTRA STRONG) '`� ~
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<br /> GEOCOMPOSIT'E DF�AINAGE 4" N0.2 � W
<br /> 6 1/8" TOTAL LENGTH �WfTH HEADED STUDS STRIP AGAINST WOOD LAGGING HEM-FIR (f) W
<br /> �p 5 16 1 DIA. HEADS AND 1/2 DIA. SHAFTS OR BETTER
<br /> BEARING PLATE (SEE NOTE 1) 6' TYF'. �
<br /> 10"X3/4"X 62" , ,
<br /> � �
<br /> COMPENSATION PLATE No��' cn °' �
<br /> S�i07CR�TE FACE AND REINFORCIN(� BARS OMITTED FOR CLARITY � � �
<br /> ANCHOR HEAD ASSEMBLY � � � -
<br /> 5 UVt�O� LA��IN� DE�f,AIL - P�AN VI�IIVV 'U � �
<br /> �
<br /> SH5.1 NOT TO SCAL� � g
<br /> s'� � N
<br /> TYP. BOTH ENDS � _
<br /> 5 16 OF 8" DIA. PIPE � � ,
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<br /> 10"X3/4"X 62" � � ,
<br /> COMPENSATION PLATE 10"X3/4"X 62" COMPENSATION PLATE �� �
<br /> TYP. ALL
<br /> TYP 5 16 4 SIDES � �
<br /> TYP 5/16 5 16 TOp PERMANEN`f SH�TCRETE WALL SOLDIER PILE (TYP.) „� _ �
<br /> 5 16 TYP N w m
<br /> � � � M
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<br /> � � � lL7
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<br /> 12° (TYP) � � N � -
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<br /> NOTES: � �'� �
<br /> 1. BEARING PLATE TO BE DESIGNED BY CONTRACTOR AND SUBMITTED TO THE °- "- �`i�s '���s ��'�
<br /> ENGWEER FOR APPROVAL VERT'ICAL GEOCOMPOSI�E O O � .
<br /> 2. MAXIMUM CUTOUT SIZE THRU PIPE PLACEMENT IS 8.5 IN DRAINAGE BOARD STRIP FOR FULL �i c�
<br /> FACE OF WOOD LAGGING (TYP) = m ( ,
<br /> SEE SPECIFICATIONS l�. � �
<br /> ( FOR f�EQUIF2EM�NT) o �,,��5,���,zs����.��`�
<br /> � SC�LDIER PILE WITH T'HRU PlPE AND �EC1'I�NS s�c,���, �,�'
<br /> sH5.1 NOT TO SCALE
<br /> ���.�.d -
<br /> � �H5.1
<br /> `� 6 ���'AINING �ALL DRAINl4CE DEl'AIL - PR�FILE VIE1�( � ,
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<br /> � SH5.1 f�OT TO SCALE DESIGNED BY: ZLK
<br /> M DRAWN BY: AMP
<br /> o -
<br /> APPVD.BY:
<br /> W SCALE: A5 SHOWN
<br /> a �aTE: MARCH 2O19
<br /> �
<br /> PROJ.N0. 81175122
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<br /> SHEET NO.: $ OF 1�
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