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350 350 350 � <br /> APPROX. EAST BOUNDARY APPROX. EAST BOUNDARY <br /> OF PUBLIC RIGHT-OF-WAY APPROX. WEST BOUNDARY OF PUBLIC RIGHT-OF-WAY Z <br /> O <br /> OF PUBLIC RIGHT-OF-WAY APPROX. WEST BOUNDARY APPROX. EAST BOUNDARY APPROX. WEST BOUNDARY a � <br /> 340 SMO FAC NG � � 340 (� OF PUBLIC RIGHT-OF-WAY R, 340 OF PUBLIC RIGHT-OF-WAY D OF PUBLIC RIGHT-OF-WAY D � <br /> CHAIN LINK I ,L '`. U <br /> � <br /> EXISTING ROCKERY WALL FENCING CHAIN LINK i 0 � <br /> DECONSTRUCTED AT � � SHO FAC NG FENCING K � SHOTCRETE FENCING <br /> AND ABOVE THE TIEBACK � � � FACING I <br /> ANCHOR HEAD EXISTING GRADE � EXISTING GRADE I � I <br /> TOP OF BUILDING TOP OF BUILDING EXISTING GRADE <br /> WALL E � 330 WALL (EL. 325.1 FT) � <br /> 330 TOP OF BUILDING 330 ( L. 325.1 FT} <br /> � WALL (EL. 326.9 FT) � � � . <br /> W t,�i 1 I W I F- <br /> LL LL. 1 LL � � <br /> � � � � � <br /> O 320 4 T 6 � /G \� 40° 8" SANITARY O 320 \ 40° 8" SANITARY ' W <br /> Z Z �� 40° 8" SANITARY I O 320 � � °' <br /> � � � ' � �L�� ���f SEWER LINE � ��/iy� \ SEWER LINE H ���L� \ SEWER LINE � � <br /> Q '.. �O S \ Q p� 7d•, \/ I <C Oiy �S� \ 1 m -� <br /> > 2"THICK SHOTCRETE �:'�. �F � > O� � � > O� � � N � <br /> J OVER EXPOSED END • . �'(,�j, J F�iC � J F7iG \ � - <br /> W � � DOUBLE-CORROSION W �ti � I W �ti �..W_, � � <br /> \ DOUBLE-CORROSION I Q N -`�e. <br /> PROTECTED TIEBACK <br /> 310 EXISTING LEAN MIX �� ANCHORS 310 LEAN MIX �� DOUBLE-CORROSION i 310 �� PROTECTED TIEBACK � o M ' ' <br /> 6 PERFORATE � \ PROTECTED TIEBACK EAN MIX � ANCHORS � <br /> DRAIN PIPE � \\ ANCHORS I \\ I � o <br /> \ � <br /> �� SOLDIER PILE �� � SOLDIER PILE \� � ' <br /> SOLDIER PILE � WITH PROTECTIVE \ WITH PROTECTIVE � � <br /> MIN. 10' WITH PROTECTIVE �3�� � COATING 3> COATING �� z <br /> 300 COATING F�i �iy � 300 MIN. 10' ' ��. /B�� I 300 MIN. 10' . � /� \ I--- � <br /> c� o � ti ti � Fti oti � I �-- � <br /> ti � �Tyo �\ � �Tyo � � z C� <br /> \� �� � \� � W = <br /> STRUCTURAL �� STRUCTURAL � STRUCTURAL \� Q <br /> CONCRETE TOE \ CONCRETE TOE � CONCRETE TOE � � �'S . <br /> 290 �� 290 �� 290 �� W � <br /> � � � � <br /> � � <br /> z � . <br /> O w z <br /> �-_- � w . <br /> U � � <br /> � � � � <br /> 1 RETAINING WALL CROSS SECTION 2 RETAINING WALL CR�SS SECTION 3 RETAINING WALL CROSS SECTION U) W � <br /> SH4.0 0 �0 2o SH4.0 � � � <br /> SH4.0 0 �0 20 0 �0 20 <br /> � � <br /> SCALE IN FEET SCALE IN FEET SCALE IN FEET � O W ' <br /> U � � . <br /> � N <br /> W � � <br /> J � <br /> � � . <br /> Q � �� . <br /> 350 �. W � , <br /> w .� <br /> � W <br /> APPROX. WEST BOUNDARY ' <br /> OF PUBLIC RIGHT-OF-WAY Y <br /> 340 APPROX. EAST BOUNDARY ,L <br /> rn �' <br /> OF PUBLIC RIGHT-OF-WAY F� FENCING K ( � <br /> i � � ~ <br /> � � U � <br /> S TC ETE EXISTING GRADE ( 'V � � � <br /> 330 HO R _ <br /> FAC I NG j --�30"r-- � (n �" <br /> � w <br /> W I I MANHOLE DEPTH � J <br /> � <br /> W EXISTWG SLOPE � � UNKNOWN <br /> ti. (TO BE REMOVED) LEAN MIX I I ' Z . <br /> � �(TO BE FIELD VERIFIED) � <br /> Z � N � <br /> O 320 I I � N � <br /> � � � 40° I I SEWERTLINE i �� w <br /> � � �- <br /> J EXISTING � �G�i \\� I ' <br /> � FINISHED B� � DOUBLE-CORROSION W � <br /> w RETAININ � GRADE �O S � PROTECTED TIEBACK � � � <br /> = w <br /> 310 AL i Fc � ANCHORS � � _ <br /> �L�y � <br /> i � � � � � <br /> i � I N � <br /> � � � _ ,� <br /> � MIN. 10' �� 1 1 V � N , <br /> SOLDIER PILE �� I � -- <br /> 300 WITH PROTECTIV � N � <br /> � _ <br /> COATING � � , <br /> STRUCTURAL ����0\\ � <br /> CONCRETE TOE �LC�,y p � I �� �, <br /> / � <br /> �\ � �A�F WAs f�,� • <br /> 290 I " w <br /> � <br /> � <br /> � <br /> � - <br /> � `�%�,� ���zsa��ti�g.��'�� , <br /> �'���N�r� ,��' <br /> � <br /> � H4. <br /> 0 <br /> N DESIGNED BY: ZLK , <br /> � DRAWN BY; AMP <br /> `� 4 RETAINING WALL CROSS SECTION <br /> � SCALE: AS SNOWN <br /> > SH4,0 0 �0 2o APPVD.BY; DR <br /> ¢ DATE; MARCH 2O19 . <br /> � <br /> F.. SCALE IN FEET : ' <br /> PROJ.N0, 8 175122 <br /> � '`� <br /> g SHEET NO.; 6 OF 'I'I ' <br />