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SLABREINFORCING�.� 18" I � I I � I � � � � � � � � � I � I I � I I � I I � I I <br /> oc EA. WAY(CHAIR 3'-0"oc MAX.)TOP <br /> I � I I I I I I I I I I I I OF S�B IS @ REF. DATU� ELEVATION 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 � ( ENGINEER ��SITE ELEV. 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I J i i i J i i <br /> F I F6.0 <br /> � I �+�0 G�li �+ C,� FB �.��0 G�i �+�0 G�G FB F6.0 Q <br /> ��g �� ��5 �Q3' (-1'-4") ��c� ��Q- � ��g �� (-1'-4") ( I _ W � F <br /> @� 3'-Q" � 2 o F' - � <br /> o � � I d ( � � � � � � � � � , S4.3 @ , 4 I '� I � . � 54.2 S4.2 � r W � � • � <br /> N I I ( � �� S4.3 I CONT. FTG. z � O <br /> � � _ � ysS g � � � � � 6+�+�\C��' � � � , �0+�+�o• _ HSS I :. 10" o U <br /> r � �.g �Qs' r �`' Q J - I sx6k1/2 CONC. � � � � � <br /> � _ui I �BRqL,F/2 � � I � � � � � �1 � � � � I � � .� � BR9C - �.. . WALL <br /> �j - - - - - -� �- --�---- - --�---- --�-- - ----�-- - ---�- -�--- - - - ---�--- --�--- - ----�-- -� - � ` F � ' - - - - - - - - - - - - - - - - - - <br /> 3,TYP ,. ,.�:r... ,.•., .. ... .. .. ,,...�. . .:.:..::.... �' <br /> � � �J � � � � � � � � � � S4.2 � � L� J � � I : �5.0 � � � � � <br /> F7.0 F8.0 F8.0 F8.0 F8.0 F8.0 F8.0 F8.0 <br /> �FA 4 r �, ELEV. PIT � � , , 6"CONCRETE SLAB ON GRADE PLUS AGGREGATE , F'4, „ , , , � , <br /> �� � � � � „ � (-2-0 ) � <br /> I .°.�� Z 5-0 DEEP BASE COURSE SPECIFIED IN SECTION 2300 EARTH � <br /> 0 0 � � � ( WORK OVER SUB-BASE PREPARED PER SOILS 3-Q � <br /> � N � � `` � REPORT. SLAB REINFORCING#4 @ 18"oc EA. WAY � , CONT. FTG. <br /> � � I � S4.3 L---J� ti ' �y � � � � � � � � � � � , <br /> (CHAIR 3'-0"oc MAX.)TOP OF SLAB IS @ REF. DATUM ■ � ■ <br /> � +^� +^\ +�� +^� E L E V A T I O N 0'-0" (U.N.O.) SITE EL EV. PER CIVIL ��° W <br /> 6'-3" �o+� G� 0i'� G�' �ii'� G�' �o+� G�' ENGINEER CONC. <br /> ( 5 �,Q P 5 Q,Q- c� Q P c o Q„Q- r � � <br /> ' �_1 � ' � MIN.- � � L - - � � L - - � - - J � �� - J � L - J � - - - � _I ( � � r--� WALL � � � � � � <br /> � - - <br /> - - - - - - - - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> H F -�--- SS --}- � <br /> sk H <br /> s <br /> . . . . . .. . . . <br /> x a <br /> . .. . �. .. . . <br /> ,2 I <br /> � �J6.0 � � � � -i-`��-�� �+�B�CE/ � � J F6.0 � � � � � , <br /> � F8.0 � `, F7.0 F7.0 F7.0 �,j J F7.0 F7.0 ��o Q,G F7.0 s 1 F7.0 F8.0 � �� <br /> � 10�� o p Q � �5 ��- 10 <br /> I v � _ � �O�j CONC. ( := <br /> � CONC. � <br /> a � � ( � � � � �,,� z � � WALL ( ' I � � � � � � � � <br /> N i I ;�; WALL <br /> 3'-0�� 5 � 4 3'-0" .�'���' � . <br /> � ` S4.2 S4.2 CONT. FTG. 6+� G�' � <br /> � � I � ,' CONT. FTG. � � � � � I_ 5 �Q.3' � � � � � � � �- Q <br /> `-�-- - - -r �-- - - -� `z' L - - s �- - - - -� � W S <br /> � � - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - � <br /> - - - - - .:.... .. .. :.. .. .: . :..� :: � s <br /> . . . .... � .. .:.:.. .:. ... . : :..:,: <br /> . ., : �� � .. <br /> � � , ,� , � , . . <br /> . , . .. : . . .: ..:.: ...:....�. ...,. ,. . :. <br /> , � , � : :: , , � , � � � O � � <br /> F5.0 U F6.0 F5.0 F7.0 � F6.0 F6.0 � � � <br /> o zQ � o ZQ C9 = <br /> � � � LL W <br /> 6'-24�� � 12'-6" V � ' � z � � � � � � � v � � M � � � � � � � � O > <br /> p o � 00 W <br /> U V <br /> � 1 1 .4 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 <br /> N <br /> � <br /> � � M <br /> U � <br /> E N <br /> � � � <br /> � F D I � M <br /> � OUN AT ON PLAN � <br /> NNOTES: 3/32"= 1'-0" N <br /> I <br /> 1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0'-0" , {U.N.O.) <br /> (A �Q e <br /> 2.) TOP OF FOOTING ELEVATIONS INDICATED THUS: ('-"). W <br /> � 3.) CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.O.) <br /> �' 4.) SEE DWG. S4.1 FOR FOOTING SCHEDULE. �"' '- N <br /> � 5.) SEE DWG. S0.1 FOR GENERAL NOTES. Z a � <br /> �' 6.) SEE DWG. S1.1J FOR SLAB JOINTS PLACEMENT PLAN. J U a � <br /> N O <br /> O � <br /> � <br /> I N � Q <br /> N O Q � 3 <br /> � � <br /> a FOOTING SCHEDULE BRG.=3ksf Q � � � <br /> � <br /> o MARK SIZE REINFORCEMENT z � r� IQ <br /> � (BOT. EA. WAY) (TOP EA. WAY) � N <br /> � ,_ „ ,_ „ ,_ �, W w <br /> o F5.0 5 0 x 5 0 x 1 3 5#5 --- � J <br /> �`- F5.5 5'-6"X 5'-6"X 1'-3" 6#5 --- �' J �- ' <br /> I <br /> � F6.0 6'-0"x 6'-0"x 1'-4" 5#6 4#4 � <br /> W W <br /> U � o <br /> N F6.5 6'-6"x 6'-6"x 1'-5" 6#6 4#5 <br /> I <br /> � F7.0 7'-0"x 7'-0"x 1'-6" 7#6 4#5 � � '= W <br /> � <br /> W F7.5 7'-6"x 7'-6"x 1'-7" 8#6 4#5 O W � Y <br /> F8.0 8'-0"x 8'-0"x 1'-8" 9#6 4#5 0 V J <br /> ` F8.OA 8'-0"x 8'-0"x 1'-10° 9#6 4#5 z Z � <br /> o Q Q M <br /> jF8.5 8'-6"x 8'-6"x 1'-9" 7#7 4#5 W _! �Q � <br /> N F9.0 9'-0"x 9'-0"x 1'-11" 8#7 4#5 � <br /> � F9.5 9;-6;;x 9'-6"x 2'-0" 9#7 6#5 O S�"1 @ et <br /> N 0. 0- 1 ' -1 = <br /> °� � FA 8'-0"x 36'-0"x 3'-0" #8 @ 12"oc T&B LONG. W / <br /> `n FB 6'-0"x 36'-0"x 3'-0" #6 @ 12"oc T&B TRANSVERSE � Q <br /> � 1 . 1 <br /> 0 <br /> � � <br />