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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 '-Q 6 '-0
<br /> I '-6
<br /> � '-6 8'-0 10 '-� 16 '-g 16 '-8
<br /> GRID CAISSON ESTIMATED CAISSON TOP OF CAISSON
<br /> MARK BOT ELEV ELEV
<br /> I II C . 2-5 , 5 � SIO . OQ 540 . 75
<br /> w � _ � _ � II � _ � _ D-5 . 5 � 520 , OQ 540 . 75
<br /> z I- �� r �-1 I � ( � �� � �� �
<br /> � � �� 1� �� � I I ( ��� �L --------- ----- ------ ------ -- -��� � ---- 6 � � E-5 , 5 �j 520 , 00 540 . 75
<br /> � � � �� / \ / � � ( ���� / � --------- ----- ------ ------ -- �� / --
<br /> - -- ---1 1 �� ��� L� ��� � ( ( L� ,-�� _ L� �% 6 F-5 . 5 �j 520 , 00 540 . 75
<br /> �
<br /> � L-T @ TUNNEL � jj FOR CONTINUA ION I C , I-5 , 1 �g 520 , 00 540 , 75
<br /> � � � jj SEE SHEET S2 O° D-5 . 1 �p 525 . Q0 540 . 75
<br /> I � � ( � �
<br /> ,�, � � �� I �AD I I I �
<br /> E-5 . 1 � 525 . 00 54Q , 75
<br /> I I I �� BLASTE �
<br /> Z �—O � � � �� o OPERATOR AREA (5' WIDE) �� o OPERafOR AREa (5' WIDE) �
<br /> � � o o � I I �000 wo�o � �j � TRENCH IN F-5 , 1 a 520 . 00 540 , 75
<br /> I O U¢g O CJQ�
<br /> I
<br /> � � a g � � � q � I II FLOORLBELOW F , 5 - 5 , 1 � 520 . 00 540 . 75
<br /> ( I c o I I � � I I I '
<br /> ' I � � I � � � STRATASYS HORIZON PRWTER STRATASYS HORIZON PRINTER I I I
<br /> � � � � F O R C A I S S O N S C H E D U L E S E E S H T S 2 8 3
<br /> p j I _I � _ _ � � � I 11 F L O O R C O N S T R U C T I O N
<br /> ¢ � � - - - - � � � � I II 8�ECONCRETE SLAB °° 0 T E S �
<br /> z)� � I � � � � w W I � � W� �4 @ I 8 OC `� -
<br /> - f- � e � � � I , NUMBER IN PARENTHESIS SHOWN (540 6) REPRESENTS
<br /> ,- ,�, I�-�I e e � o ; �, � ( EW 2 TOP COVER, TYP
<br /> z'w I � } � � o � Q a BOTTOM OF GRADE BEAM ELEVATION, BOTTOM OF PILE
<br /> I � U � � A � B� � � � CAP ELEVATION, OR BOTTOM OF SPREAD FOOTING
<br /> o = Q � D �, �„
<br /> c� v� ' ( � g I � � � � � � � �
<br /> o w i � � � � I � � � I �%` � x` a -
<br /> ,1 �„ o E o� S 3 I 2 8 0 ( � E L E V A T I O N ,
<br /> ( � � I I � � � � ( � 2 , BOTTOM OF PILE CAP ELEVATIONS ARE (540 6) TYP
<br /> ( i _ _ _ _ ��_ _ _ J� � � � � � o UNLESS NOTED OTHERWISE IN PARENTHESIS ,
<br /> � Q Q � � � � N 3 , FOR SLAB-ON-GRADE SECTION SEE A
<br /> � = j j j � �
<br /> II z S31 S286
<br /> � 480 V � 480 V
<br /> I � ACCESS AISLE (3' WIDE}� 2�0 A ACCESS AISIE (3' WIDE)� 2Q� A I I ( — �—
<br /> z 3 phase power z 3 phase power �._ w
<br /> FLOOR CONSTRUGTION J j � � GRADE BREAK IN z W
<br /> I � FFE = 545-6 � � A a � I � ) TUNNEL FLOOR BELOW �I� 4 , FOR CAISSON DETAIL SEE
<br /> i S31 S283 10'! CONCRETE SLAB HSS DOOR FRAME, HSS DOOR FRAME � I � c�`'n S31 S283
<br /> I ��i�l � �-- -� �i -�� EW �4&@B I 8TOP 1/S762-2 �� �� 1/S762-2 �•� j r-`" �� I r�i ��
<br /> / � \ I I .Y �' � ,� 5 . CONTRACTOR MAY USE CONTROL JOINTS OR
<br /> ( �f � � � � ( � � � �j , � CONSTRUCTION JOINTS AT HIS OPTION UN�ESS
<br /> � ��� � � I � `� � � � A '� �� � � '� ` � � '� � � � `�i NOTED OTHERW I SE ON PLANS, SEE AND
<br /> ��- � L_-_J �� .�J CLOSURE L� �� � \ � ( L� �J �� �J - 2 �
<br /> , � �� � �
<br /> --------------- ------ ------------------------ ----
<br /> --- ----- ------- ----------------------------- ---------------- ------------- --�- --- ------ --------------- ------ ------------------------ ------- ----- - �- - 31
<br /> S31 S286 TRENCH IN TUNNEL FLOOR DRAIN , � 6 . PROVIDE ADDITIONAL REINFORCEMENT BETWEEN
<br /> � E FLOOR BELOW E (SEE PLUMBIN ) SLAB & TUNNEL WALL PER � WHERE INDICATED ,
<br /> FLOOR CONSTRUCTION o
<br /> ( S31 S28 „ REMOVABLE 31 S 81 , , S31 S280 FFE -QNCRETE SLAB I `�
<br /> 12 STEEL PIPE STIFFENED FLOOR A I 0 I 0 10 C S31 S300
<br /> SLEEVE, TYP 6 P�CS PANELS, TYP S31 S293 7'-4 6'-0 D W/ #4 @ 18 OC
<br /> � S31 S280 EW T & B, �
<br /> STIFFENED FLOOR�
<br /> JOINTS , TYP 10 '-0 2 '-6 7 . SEE S592 FOR ELEVATOR STEEL FRAME ,
<br /> --- ----- - -- --------- ---------------T���- -- - - -�T-,�------ ------------- --,�- r--�- --�, - --- -------------------- ----- -------------------------------- ---- C 0 �l S T R U C T I 0 f� f� 0 T E S
<br /> � — -- — — � � -�
<br /> � � � � I I c9
<br /> � �- j � W21 X 73 � j �, _d- w ( � W 6 X 26 � , CJ TYP ADD #5x4 '-0
<br /> �, �
<br /> � ------ -- --- -
<br /> ( ES , i � 1 I 6 -0 T & B, TYP 1 COORDINATE LOCATION AND DIMENSIONS WITH
<br /> 1 � � � � I I � OLES ao � � i I o , � 3 _Q @ TUNNEL @ CORNERS ( ARCHITECTURAL LAYOUT
<br /> I S31 S280 � - - - -- -- - - -J ( ( � - `" SEE NOTE 6 ( A
<br /> I
<br /> I I � �_ � � � J_ ,_ - o � -- -- � HANDRAILS , I
<br /> 3 3 5 -0 5 -0 3 3 ' " E
<br /> � � OLES 10 I SE GRATING, SEE �
<br /> � 12"� HOLES, 10 10" REMOVABLE � � (SHOWN CROSS
<br /> ' i TYP _ _ 3 - 3 -6 S31 S280
<br /> > > STIFFENED FLOOR �
<br /> S31 S288 HATCHED) � PIT & SHAFT
<br /> � 14 6 14 6 PANELS , TYP HOLES B CONNECT TO HANDRAIL � cc c c � Q .5
<br /> j S31 S28 @ FLOOR � o I ►o
<br /> , A ,q , �
<br /> � SIO SII S12 S13 S14
<br /> ( S31 S293 S31 S283
<br /> S31 S286 � � ELEVATOR PIT , 9
<br /> � (\ �- -� �-�� �\ �� �� p ��-- �� �� �� -- --- \ SEE S301 � si5 sis si� sis si9 $
<br /> � � � — � � � w S20 S21 S22 S23 S24
<br /> f _ I Z
<br /> � , 5 � i �
<br /> � L— —J L� c� L� �� � L� ��� L� �J �� S25 S26 S27 S28 S29
<br /> I � — — — — ( 6
<br /> S3� S29 � S30 S32 3 S34
<br /> ———— ———— —— ___— ____
<br />
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