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f LEGEND <br /> — — — — EXTENT OF TIEBACK ANCHORS <br /> ---- PROPERTY LINE o <br /> � <br /> � <br /> � SOLDIER PILES � <br /> w <br /> � VERIFICATION TEST LOCATION � <br /> F- <br /> w <br /> cn <br /> F- <br /> � <br /> � <br /> w <br /> a <br /> } Y <br /> m -� <br /> N <br /> � �� <br /> � 1 <br /> ` W �- <br /> t- ' <br /> ¢ N <br /> � � <br /> � <br /> c� <br /> � <br /> � <br /> ` � O <br /> APPROX. WEST PUBLIC <br /> � RIGHT-OF-WAY BOUNDARY <br /> � z <br /> � o , <br /> z z , <br /> � w = <br /> \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ¢ <br /> �- - - - - - - W � <br /> U � <br /> i i i i � i i i i i i i i i i i z Q Q <br /> TIEBACK ANCHORS I I I I I I I I I I I I I I I I I I I J J � <br /> I I I I I I t I I I I I I I i � I I I <br /> I I I I I I I I I I I I f I i � � � �- �' z <br /> � i i i i i i i i i i i i i i i i i i i J w W <br /> � i i i i i i i i i i i i i i i i i i i � W , <br /> � i i i i i i i i i i i i i i i i i i i � � <br /> � i i i i i i i i i i i i i i i i i i i � � <br /> � i i i i i i i i i i � i i i i i i i i � � C.7 <br /> 0+00 0+50 ��pp �� � � 1+50 I I I I I I I 2+00 I I I I I I I 12+50 2+75 W � <br /> z � W <br /> I I I I I I I I I I I I I I I I — <br /> `� I 1 I I I I i I i I I I I i I I j i j z U �`i' <br /> \ I I I I I I I I I I I I I I I I <br /> \ I I I I I I I I I I I I I I I I I I I � w <br /> � I I I I I I I I I I I I I I I I � � � W � � <br /> �� I I I I I I 1 I I I I I I I I I � � � APPROX. EAST PUBLIC L� (fj N , <br /> � I I I I I I I I I I I I I I I I � � � RIGHT-OF-WAY BOUNDARY W � , <br /> � I I I I I I I I I 1 I I I I I I � � � � d" <br /> \ � � � � � � � � � � � � � � � ( ( 6'(TYP) <br /> � 6'(TYP) � � 6'(TYP) 6 � � � � � � � � 6, � � P 17 � � � F~— <br /> \ P2 I I Q <br /> � <br /> \ P 8 P20 � W <br /> - - P� — — — — — — — — - - - - — -- — � — - - - - - - - - — � W <br /> � <br /> / M � <br /> / �j d' <br /> OO M <br /> � � ' � <br /> SHOTCRETE v � ; , <br /> � FACING � Q � <br /> / � BUILDING WALL 'v w � <br /> SOUTH BUILDING DRAINAGE TRANSITION � <br /> i WALL ALIGNMENT STAPLES BUILDING WALL � Y <br /> � GUTTER EXISTING <br /> (MAY VARY} (TOP EL. OF 326,9 FT) RETAINING � <br /> � � WALL NEIGHBORING BUILDING WALL. � o <br /> _ — -''''� ' � � <br /> N <br /> � o <br /> '� r- <br /> � � , <br /> W � , <br /> � � <br /> w <br /> :�+ � �. <br /> � j o <br /> C `� ti <br /> O = '� <br /> � <br /> U � "' <br /> o " <br /> � _ <br /> N d <br /> ��„6J dl' ,�� ,. � <br /> ��>t W,�;� �� .� . <br /> �i <br /> NOTES <br /> �,� <br /> 1 SOLDIER PILE P1 IS TO BE FIELD FITTED AT THE PROPOSED LOCATION. IF ROCKERY ��'�' �'ti� ����#��� �� <br /> � � �%�s���:�� ��- <br /> BOULDERS ARE ENCOUNTERED DURING SHAFT DRILLING, THE LOCATION WILL BE MOVED s5�f�tvA� ��'' <br /> PILE STATION TABLE WESTWARD, PERPENDICULAR TO THE EAST PUBLIC RIGHT-OF-WAY BOUNDARY, AND z <br /> PI�E sTATION oFFSET REATTEMPTED. <br /> Pi 1+33,5s 25.50� 2) THE CONTACTOR WILL NEED TO PARTIALLY DECONSTRUCT THE UPPER 4 TO 6 FEET OF <br /> °' P2 1+39.55 22.50' THE EXISTING ROCKERY TO INSTALL LAGGING AND TIEBACK ANGHORS �o 0 5 �o SHZ.2 <br /> o _ <br /> N P17 2+z9.55 22.50' 3) LOCATION OF EXISTING DRAINAGE FEATURES ARE NOT KNOWN. PROPOSED DRAINAGE DESIGNED BY: ZLK <br /> N <br /> � P 18 ' 2+35.55 25.00� SCALE IN FEET DRAWN BY: AMP - <br /> M GUTTER SHALL BE FIELD FITTED TO TIE INT� EXISTING DRAINAGE OUTLET NEAR THE <br /> p P20 ' 2+47.55 zs.00' NORTH END OF STAPLES BUILDING. APPv�. aY: DRS <br /> > 4) ALIGNMENT OF THE BUILDING SOUTH OF THE "BUILDING WALL TRANSITION" MAY VARY. SCALE: AS SHOWN <br /> ¢ DATE; MARCH 2O19 <br /> � <br /> PROJ. N0. 81175122 <br /> g SHEET NO.: 4 OF 11 <br />