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INSTALL SOLDIER PILE <br /> INSTALL SOLDIER PI�E �1' BELOW FINISHED GRADE � <br /> - r1' BELOW FINISHED GRADE ; <br /> —t- / BACKFILL SOLDIER PILE SHAFT <br /> WITH LEAN CONCRETE ABOVE <br /> 4 - INCH THICK WOOD LAGGING 4 - INCH THICK WOOD LAGGING THE BOTTOM OF EXCAVATION . <br /> TO THE BOTT'OM OF EXCAVATION BACKFILL SOLDIER PILE SHAFT � " <br /> LIFT. PROVIDE 1/4" SPACES TO THE BOTTOM OF EXCAVATION F=- <br /> WITH LEAN CONCRETE ABOVE �� O <br /> BETWEEN LAGGING BOARDS. THE BOTTOM OF EXCAVATION LIFT. PROVIDE 1/4 SPACES <O,� � <br /> BETWEEN LAGGING BOARDS. ��O w � <br /> �F o <br /> BOTTOM OF � <br /> EXCAVATION LIFT � <br /> ON�< W ; <br /> FNcr � <br /> � . <br /> BOTTOM OF ` <br /> EXCAVATION BOTTOM OF � TIEBACK ANCHOR W <br /> EXCAVATION � <br /> � �(DOUBLE-CORROSION >- J <br /> PRC)TECTION) 0° N . <br /> w �' <br /> ~ N <br /> 10' (MIN.) <br /> 10' (MIN.) BACKFILL SOLDIER PILE SHAFT WITH � ; �.;, <br /> EMBEDMENT BACKFILL SOLDIER PILE SHAFT WITH EMBEDMENT STRUCTURAL CONCRETE BELOW THE W o <br /> STRUCTURAL CONCRETE BELOW THE siy� BOTTOM OF EXCAVATION � , <br /> BOTTOM OF EXCAVATION <br /> '`�i DRILL SOLDIER PILE z . <br /> DRILL SOLDIER PILE SHAFT 1' (MIN.) DEEPER THA � � � <br /> TIP OF PILE Z z <br /> SHAFT 1' (MIN.) DEEPER THA (,jJ � <br /> TIP OF PILE SOLDIER PILE WITH TEMPORARY WOOD LAGGING � <br /> - 2 AND TIEBACK - CROSS-SECTION � � <br /> SOLDIER PILE WITH TEMPORARY WOOD W � <br /> � LAGGING - CROSS SECTION sH5.0 NOT TO SCALE U � <br /> SH5.0 NOT TO SCALE � � ;t y <br /> 9" THICK PERMANENT SHOTCRETE FACE N � Z <br /> �-�— �"V �..�..� .� <br /> FINISHED GRADE � � W <br /> " � �' ' �'' (SLOPE TO TRANSITION T' '-. � <br /> .� • ��:.� .'�. 6" T 12" WITH EDGE OF ROADWAY) � �/ Ur � <br /> FINISHED GRADE � ' ' �' 2%--; � <br /> � .1•• 4:d � * - W � <br /> 1 • � � � ' <br /> • •,� <br /> Q • ' : <br /> INSTALL SOLDIER PILE '' � ° ' U � = � <br /> 1' BELOW FINfSHED GRADE � +'� � 4.' � O w +� ' <br /> � �a , . � O <br /> ... ',° __,_- <br /> J PERMANENT CONCRETE FACING ��� � � ' ` � i= 8" CLEAR (fj N � <br /> �� _ �•�� ' i .—_�,-� � • <br /> W <br /> � 8" CLEAR GEOCOMPOSITE DRAINAGE �. a:� ' ` : i _I � <br /> GEOCOMPOSITE DRAINAGE % � .� • , ,;�� i (� � <br /> ., � � <br /> COMPENSATION PLATE =-'" COVER PLATE �a. .�;.� � Q W <br /> ___--� • r _--� '--- W <br /> v :' ��. ' -__i� <br /> ANCHOR HEAD � CYLINDRICAL THRU � '4. � •; � CYLINDRICAL THRU � � _~ . <br /> ANCHOR HEAD W ,_. <br /> ��'< . � PIPE (SEE SH5.1) <br /> � PIPE (SEE SH5.1) �., �• . . � � • <br /> __--- <br /> � � <br /> ,-- ,- <br /> ELEVATION AND SPACING ELEVATION AND SPACING � M . <br /> VARIES SEE APPROVED VARIES SEE APPROVED � .� � � � <br /> RETAINING WALL PLANS RETAINING WALL PLANS <br /> . � � � <br /> ANCHOR HEAD SEAT: � � � � ---y--COVER PLATES N � � <br /> � ANCHOR HEAD SEAT: %�' 'aA. � (j w � , <br /> CONTRACTOR TO \\\ 30� CONTRACTOR TO � '�� � ��..� ;�� 30° -p Y <br /> SUBMIT TO ENGINEER -� � .� �' � ��• � \� c � <br /> � SUBMIT TO ENGINEER � : . ��� � � � _ <br /> FOR APPROVAL PRIOR `'\ n � •• . :a . \ � � <br /> TO FABRICATION �, FOR APPROVAL PRIOR ..,� � � L � <br /> � TO FABRICATION . ,� : . �� s q� • • <br /> \� FLANGE CUT-AWAY FOR � `, � <br /> \\ �° '�.•�.; � FLANGE CUT-AWAY FOR � o <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION � w � <br /> SEE TIEBACK CONNECTION � <br /> SCHEDULE S E E T I E B A C K C O N N E C T I O N W N <br /> PROVIDE MIN. 2" DIA PROVIDE MIN. 2" DIA SCHEDULE � � <br /> — � w <br /> WEEP PIPE TO CONNECT � WEEP PIPE TO CONNECT � ' � � ��, � � <br /> +� � <br /> FOOTING DRAIN �� FOOTING DRAIN °��.�.�� '�� � �� � Q � <br /> \\ . � :.. �� � � o � � <br /> � � ' � �.' U � `� - <br /> � • �` � � <br /> \ " , �' , ��^ O v E <br /> \' 4 - INCH THICK WOOD LAGGING TO THE MATCH 18 � �• �.a:� �'� 4 - INCH THICK WOOD LAGGING TO THE N � �` . <br /> �� EXISTING \ <br /> \� BOTTOM OF EXCAVATION LIFT. PROVIDE 1/4° � BOTTOM OF EXCAVATION LIFT. PROVIDE 1/4" <br /> :\\ SPACES BETWEEN LAGGING BOARDS. GRADE � � : : �� SPACES BETWEEN LAGGING BOARDS. <br /> BOTTOM OF \ �� .. , . � , : .,°...;. . \ SOLDIER PILE IN 30" Q1 �,1�.'� �. �� � <br /> � SOLDIER PILE IN 30 f� � . � , �� � <br /> EXCAVATION � ' � ' ' �� 6„ a�, . . . , �,,•.. < � \ OR LARGER DRILLED HOLE "�„�>� ��s 8��,� <br /> �, OR LARGER DRILLED HOLE �•�:. � : � •:.: �� � ��, <br /> . . : ► <br /> .\��. .� _ . . . . <br /> � .. •� \. �.. <br /> , . a ' <br /> BACKFIL� DRILLED SHAFT WITH LEAN CONCRETE �� ��� ����•� • � ' BACKFILL DRILLED SHAFT WITH LEAN CONCRETE � ��. <br /> ABOVE THE BOTTOM OF THE EXCAVATION ABOVE THE BOTTOM OF THE EXCAVATION G,n ,� 2s3��.-� ��' <br /> AND STRUCTURAL CONCRETE BELOW � „ `� ���'"�''��� �� - <br /> AND STRUCTURAL CONCRETE BELOW s�i���� �;��' <br /> NOTE: BELOW THE B�TTOM OF THE EXCAVATION 212 BELOW THE BOTTOM OF THE EXCAVATION � <br /> HEADED STUDS AND REINFORCING -- <br /> �, BARS OMITTED FOR CLARITY SHS.O <br /> � . <br /> 0 <br /> N NOTE: <br /> DESIGNED BY; ZLK <br /> �' TEMPORARY WOOD LAGGING AND TIEBACK SHOTCRETE FACING AND WOOD LAGGING 1. HEADED STUDS AND REINFORCING APP DNBY� DRS <br /> ¢ � 3 ANCHOR HEAD DETAIL - CROSS SECTION 4 DETAIL - CROSS SECTION BARS OMITTED FOR CLARITY. SCALE: ASSHOWN . <br /> 2. CHAIN LINK FENCE OMITTED FOR DATE: MARCH 2O19 <br /> � SH5.0 NOT TO SCALE SH5.0 NOT TO SCALE C�(��'('y, PROJ.N0. 81175122 <br /> F- <br /> J SHEET NO.: 7 OF � � <br />