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C C , I C � 2 D E F G <br /> , , , , �EGEN D <br /> 50 -0 50 -0 50 -0 50 -0 <br /> 6 '-0 6 '-0 REMOVE EXISITNG CONCRETE SLAB <br /> I '-6 <br /> � '-6 8 '-0 10 '-0 16 '-g 16 '-8 A <br /> i ii GRID CAISSON ESTIMATED CAISSON TOP OF GAISSON <br /> MARK BOT ELEV ELEV <br /> � � � C , 2-5 , 5 510 .00 54Q , 75 <br /> w I II � <br /> z � � ��i �� ��f \� I I I ��� \ � -- —1�r \� ---- D-5 . 5 �j 520 . 00 540 , 75 <br /> ----�� _ 6 , <br /> � � ��� '� � � �� � � � i�t, ��r-- --------- ----- ------ ------ -- —�� ��r-- <br /> - -- / L� �� L� � � � � � L� �J L� � J E-5 . 5 �j 520 , 00 540 , 75 <br /> � �- I ( � 6 F-5 . 5 � 52� , �0 540 . 75 <br /> � T @ TUNNEL � � <br /> ' � � FOR CONTINUA ION ' <br /> � � � jj SEE SNEET S2 0o C , I-5 . 1 � 520 , 00 540 . 75 <br /> w I � j jj ( `� D-5 , 1 p 525 , 00 540 . 75 <br /> � <br /> I I II E-5 , 1 525 , 00 540 . 75 <br /> 2 '-0 � � <br /> � TRENCH IN � <br /> ( I �I � TUNNEL F-5 , 1 p 520 , OQ 540 . 75 <br /> I II FLOOR BELOW � <br /> ( I jj F , 5 - 5 , 1 � 520 . 00 540 , 75 <br /> I � <br /> I I jj FLQOR CONSTRUCTION <br /> I FOR CAISSON SCHEDULE SEE SHT S283 <br /> � o � � � � FFE = 545-6 � <br /> QI�-, ( 8 CONCRETE SLAB _ <br /> z — <br /> ( ) <br /> � '- I�-i � � � EW 24 @OP8COVER, TYP `� �I 0 T E � . <br /> o'_ <br /> ( II I I , NUMBER IN PARENTHESIS SHQWN (540-6) REPRESENTS <br /> � � FLOOR CONSTRUCTION <br /> � w ( FFE - 545-6 � � ) BOTTOM OF GRADE BEAM EL.EVATION, BOTTOM OF PILE <br /> I <br /> � � � 10° CQNCRETE SLAB S31 280 ii CAP ELEVATION, OR BQTTOM OF SPREAD FOOTING <br /> i W/ #4 @ 18 OC ELEVATION . - <br /> EW T & B, TYP � � � Z 2 , BOTTOM OF PILE CAP ELEVATIONS ARE (540 6) TYP <br /> � I 11 � UNLESS NOTED OTHERWISE IN PARENTHESIS, <br /> I I I Q � <br /> � 3 C�OSURE POUR SEE � � � Z � 3 . FOR SLAB—ON—GRADE SECTION SEE A <br /> I <br /> � S31 S283 S31 S286 i � i GRADE BREAK IN o = S31 S286 <br /> � I ( ( � TUNNEL FLOOR BELOW �I� <br /> j A � ( ) o �w 4 . FOR CAISSON DETAIL SEE I <br /> �� ( <br /> � ��-���-- � �- -� �i �� �i � �`� j �i �� I ri �� S31 S283 <br /> � \ <br /> � �� I I �' � ` � i II � i � i <br /> �\IL� I � � l �,\ . � /� A ��``- l / CJ I \ � � �� � � /� '�\ � / /� 0 5 ' I 5 . CONTRACTQR MAY USE CONTROL JO I NTS OR <br /> � L_ _� �� .�� � .�� � �`� ( �� .�� L� �� � CONSTRUCT I ON J01 NTS AT H I S QPT I ON UNLESS <br /> ___ _____ � __ _________ ________________________ NOTED OTHERW I SE ON PLANS , SEE � AND � <br /> ------- ----------------------------- ------------------------- -- -------- ---- ----------- - �----- ------------------------ ------ ---- - - <br /> 12" STEEL PIPE 1 � � FLOOR DRAIN `D S31 S286 S31 S286 <br /> TRENCH IN TUNNE� <br /> C S�EEVE , TYP 6 PLCS E FLOOR BELOW E (SEE PLUMBIN ) - <br /> FLOOR CONSTRUCTION a 6 , PROVIDE ADDITIONAL REINFORCEMENT BETWEEN <br /> I S31 S28 REMOVABLE 31 S 81 , ,_ S31 S280 FFE = 545-6 � � SLAB & TUNNEL WALL PER � WHERE INDICATED . <br /> STIFFENED FLOOR A I -0 I 0 10 CONCRETE SLAB - <br /> PANELS , TYP S31 S293 7'-4 6 '-0 � W/ #4 @ 18 OC S31 S300 <br /> I , , S31 S280 EW T & B , � , <br /> STIFFENED FLOOR � 10 -0 2 -6 <br /> JOINTS, TYP <br /> - ______________________________ ____ 7, SEE S592 FOR ELEVATOR STEEL FRAME , <br /> --- -- -- -- <br /> ----- - <br /> -a, - --- -------------------- ----- -- <br /> - --------- -- --�- r--�-- <br /> i— — -- — — —� r —i <br /> r �- � j ( W21 X 73 � j ;.�, _d- I � W 6 X 26 � , CJ TYP ADD #5x4 '-Q -___-- -- _-- � C 0 f� STR U CTI 0 N �10TES <br /> i <br /> I A oo � � I ( � HO�ES HO�ES � I � I o � 3 '-0 I6 -0 @ TUNNEL T & B, TYP REMOVE SECTION OF L.IGHT-GAUGE WALL FOR <br /> I S31 S280 � � - - - -- -- - - -� ( � � - `" SEE NOTE 6 @ CORNERS � A � ROLL-UP DOOR COORDINATE WITH ARCHITECTURAL <br /> � � o ,_ ,_ , , ,_ , I -- -- J HANDRA I LS , � FOR EXTENT AND DIMENSIONS OF NEW OPENINGS. <br /> � 3 3 5 0 5 0 3 3 - 10 I SE � SEE ARCHITECTURAL FOR ADDITIONAL WALL REVISIONS. <br /> � 12"� HOLES, � O�ES GRATING, SEE E � <br /> I ( TYP 10 10 REMOVABLE � (SHOWN CROSS <br /> STIFFENED F�OOR � 3 - 3 -6 � S31 S280 <br /> � 14'-6 14 '-6 S31 S288 HATCHED � PIT & SHAFT <br /> � PANE�S, T P HOLES B CONNECT TO HANDRAIL � cc c c L Q .5 <br /> j S31 S28 @ FLOOR � o I �o <br /> � A ,q _ � <br /> I S31 S293 S31 S283 S31 S286 �' � sio si ► si2 si3 si4 <br /> ELEVATOR PIT, 9 <br /> � _ _ o � SEE S3Q I si5 sis si� sis sis <br /> �— � �%' �� I—% �—I , ' I—�" �—1 ��" �� ------ -- --- � g <br /> � � � \ � \ � \ � \ \ � <br /> � � J � � — � � T � � I z S20 S21 S22 S23 S24 7 <br /> � I � �� �I �� � U �� �( �� 1 /I /( S25 S26 S27 S28 S29 <br /> ' I L_ _J L� �J L� �J L� .�J L� �J I J 6 <br /> S31 5291 S30 S32 3 S34 <br /> _——— ———— __ ____ _______ � � __________— <br />