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06-2124-009i �� 11' -0' 13' -8` 13' -10" 7' -2" 20' -4' -7 Ilk 14' -0' -(o" I I T.E. I g I 4 2' -(o' I v. 12' -0' 12' -(o' r --0 - -- i TG L - - - -- tG----------- - - --�G --- - - - - -- ,I Ali ca `X 6 I T.E. F------ - - - - -- -loo --------- - - - --� I I �� r I I I r L �� U I I I I U I I F -3.0 O- I I I *4 a 12 * 4 a O.G. @ 12 O.G. TC I T x 5' -0" - T x 5 =0`- 1 I �+ _' TCI I ►n I I - - -� -- - - -- - - -1- - -- 1 ca 'n I I� @ x I I I I �rx I Tw 6' ITC 1 I I 1 lO r-- WF -ICoO Q U O I @ `r� *4 a 12' O.C. 1 I i TC TC - O@ I T x 5' -0 I I I I *40 12'O.G. I I I I 1 I ca x F -50 J L BASE fiE 12'xl2'xl" W/ 4 -5/8'O I T x 5' -0" �, I *4 a 12' O.G. I I 1 _ F-- - - - - -- - F -4. I T x 5' -0' I TC 1 �t x 12 LONG A -BOLT. TYP. _ _ _ 1 I s r �t 1 I I r- - *4 a 12' O.C. I I I FOR ALL STEEL COL. I I j I I I T x 5' -0' I I I I O I I TC �------ - - - - -- -- T - -IKE4 4'- I I L- - - - - -J F2 -1 L E-i ca'n L- - - - - -- -1 F -5.0 1 1 I 1 I I x F -(o.5 1 I I0 I i I 1 - I I I 1 :t 5-4 1 *4 a 12" O.C. 1 I- 9 i�'L� F -4.0 J I I TG I T x 51-01 I I in I 1 1 5' -4' I' -0" I 1 3' -2' TCI I I I 1 *4 a 12' O.C. 1 I tt 4' CONCRETE SLAB W/ W 2.1 I T x 5'-0' X W 2.1 - (oXro WWF OVER TC I 1 � TCj I `�' x � I' WELL COMPACTED FILL I j -- I 1 L �, I OVER V15QUEEN (TYP) I 1 I I -- - - - - -- - - - - - -; - ---- - - - - -- - - -J I I �. �IW I r 2 F -4.0 OI T.E. - - --� O- WF -24 I I `" I I *4 a 12' O.G. I I 1 1 *4 a 12' O.C. I I N r r T x 11' -0' I TC I T x 5' -0' I OI 1 I I @ xI I - I I ITC TCI I 1 1 *4 o 12' O.C. ~ 1 I I I j 1 i I 1 T x IV-0' TC - I 1 I l I 0 I I I 04a12'O.C. j I I N I I I I FC -I T x 11' -0' I I @ CA- 'n I 4' CONCRETE SLAB W/ W 2.1 X W 2.1 - roX6 WWF OVER 1 I F -6.4 1 I 1 I 1 WELL COMPACTED FILL 1 �j I I I I 0 I I OVER VISQUEEN (TYP) I 1 TC I i FC -I i C() I I 3' -4 I I I TC 1 ■ I I I I I I\ TCI I T.E. 1 Igo' -4' 1 2� -0' 13' -0' r r l ' 1 8' -0' �0 -- I I �-- - -� L- N r -- - -- WF �aA I � / cA 1 10 Imo' �� j I O I I TC TC TC r - -- - - - - 8 i i _ _ _ _ _ _ �� F -4.G @ F -4.ro @ F -4.0 1 @ - - - - -- @ x - - - - -- I j 1 $5 x 5' -0' TOP TYP. 6" - -16 31-01 TC I 1 I ----------- WF -24 TCI I 1 1 I O 4' -0' I E. I TG j I �" = 1 I I I 8' CONC. WALL 16 j 1 @ 0 I *4 a 12' O.G. I 4 WF -24 ,? q 6 BELOW STAIR I U@ I 1 @ ulI I T x 5' -0" 1 L - -- - - - - - -- - -- - - -- -� W/ 05 a 12' O.C. O TCI I L - -- -I I 3 1 VERT f HORIZ. I I F -4.0 N x I 1 Sri 6'� (TYP.) rJ L� i - - - - -@ p- I I � r- - -- ----- - - - - -r ------- - - - --� 1 I I 1 s1 1 1 1 *4 a 12' O.C. I 1I I T x 5' -0' O *q a 12" O.C. I I I I AL- I I I iv T x 5' -0' I IN I FC2 1 �� J I I I 1 - ^ I I I I �- - - - - -- �9 I I �- -- -�- I F -24 s (5 1 - - - - -J 1 L-� r-' L7G 1 I 1 - - - - - -- - - --�- I I F -40 I cv L- -- TC 1 _ ,p LI r- -- -- - - - -- - -- ' - - - -® - L - - -- WF -24 NIN - - - I E2 x *4 a 12' O.G. I - 1 1 *4 a 12' O.C. +- T x 5' -0' I - RM52 I TG i I O I I Tx5' -0' I I L I WF -I(o --- - - - - -J <t TC- - - - - -5 - - - -- - i i I cn L.------ - - - - -- I 1 I I I I L--TC - - - - O - --------------- - - - I 1 ' � I a� r- - -� I I I I I O I I I I 9 I I I L- - - - - -J F -4.0 r- - - - - -- I I I I I O I I I 19 I I I L- - - - - -J F -4.0 1 *4 NOSING BAR (TYP.) — @ ca % @ 8' CONC. BLK WALL `1' `_9 1 biz 0 W/ 1 *5 a 32' O.G. I I VERT. IN GROUTED I I I CELL 4 HORIZ. REINF. DUR -O -WAL M: HN A 7 f � �� �N O.C. COL. � COL. 11 1 11 11 I - ml COL. (D L 16' L COL. �2 FOUNDATION SCHEDULE 040 12' O.G. I I SCALE: 1/4 " =1' -0' I I T x ' -0' i I TOP LW *4 a 12' O.G. 1 LW SW Tx5' -0' I 16' X lfo' 2 05 81X1ro' 2 05 I I N x WF -24 8'X24' 3 0-1 21' 1 " 10 0 L - - -- TC WF -16 1 �„ ----------------------- - - - - -J 12 25' 32' 5* 5 5* 5 `~ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TC TC TC TC COL. � COL. 11 1 11 11 I - ml COL. (D L 16' L COL. �2 FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARKS BOTTOM TOP LW SW LW SW WF -leo 16' X lfo' 2 05 81X1ro' 2 05 FILLED CELL WF -24 8'X24' 3 0-1 FILLED CELL TC 8'X12' F -4.0 4' -0' X 4' -0' X 1' -4' 5* 5 5* 5 5* 5 5* 5 103 a S' F -4.ro ro -0' X 4'-0" X 1' -0' 5* 5 505 03 a 8' CONCRETE SEE DETAIL BELOW TE 8'X8' 1 1 *5 8'X15' 4 0 5 F -6.5 6' -6' X ro' -6o' X I6' 8* 5 8* 5 8* 5 8* 5 F -5.0 5' -0' X 5' -0' X I(o' 10 * 5 (o * 5 ro 0) TS 5'X5'X3/8' F -3.0 3' -0' X 3' -0' X IFh' 405 405 8'X25' 8 * 5 03 a S" IF 6' -S' X 4' -0' X 1' -0' S* 5 8* 5 p CONC. FILLED STEEL TUB COL. ® COLUMN SCHEDULE MARK SIZE REINFORCING REMARKS VERT. TIES Fr- 8'X8' 1 05 FILLED CELL FC -1 81X1ro' 2 05 FILLED CELL FC -2 8'X24' 3 0-1 FILLED CELL TC 8'X12' 4 0 5 * 3 a 8' CONCRETE (D 8'X32" 1005 103 a S' CONCRETE 02 8'X26'XI6' 10,45 03 a 8' CONCRETE �3 8'X20' 4 * 6 03 a 8' ® 8'X15' 4 0 5 03 a 8' o 10 b U M Q 8'X12' 4* 6 * 3 a 8' © 8 "X12 "X21' 8* 5 03 a 8' 0) TS 5'X5'X3/8' W CONC. FILLED STEEL TUB COL. ® 8'X25' 8 * 5 03 a S" CONCRETE [� TS 4'OXIi4' ►3 p CONC. FILLED STEEL TUB COL. ® 8'X20' 4 * fo 03 a 8' II 8 "X12'XI2" 6* 5 03 a 8' 12 8 "X12'X 10,05 03 a 8' F111 2 8" L2� 8,45E T DE1 SCALE: 3/4"=I'-O' 4' CONC. SLAB ON GRADE SEE PLAN FOR REINF. (TYP) 2Ta 12' = 2' -0' *4 a 12" O.G. Jo Bonfi ll & Amodate§ � +J M 00 tn H V� O�00M �"1 O tn . Cd V 0 �r En ,4 N M . rl O " O �1 M " U w ►Ed ,�� VVV •� � W U cv cd M v. 4 MNz �u4 •v; iii 1,�►�? +� 01 ,4 G w 00 Cd ( )STEEL COL. DETAIL SCALE: 3/4"=I'-O' F11"'COMPACTED SOIL *4 a 12' O.G. I *4 CONT, a O.C. 1 *4 CONT. �D 4x x x x x -� ZD 2 *5 CONT. � � � � �. S' CONC. BLK WALL W/ 1 05 a 32' O.C. VERT. IN GROUTED CELL d HORIZ. REINF. DUR -O -WAL a 1(o' O.G. (- 2' -0') ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF J. BONFILL & ASSOCIATES, INC., AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE EXPRESS WRITTEN CONSENT OF J. BONFILL & ASSOCIATES, INC. REVISIONS BY QI 5 -9 -0i H.F. �- WF -24 Date: 12 -5 -06 Job: MENDEZ UP -24 Drawn: H.F. (D SECTION Checked: J.B.G. Scale: AS SHOWN SCALE: 3/4'= 1'-0" SHEET O OF 5 Wb U.z O zw Cd d' NT 1r�^1 N M 00 M V1 A b 0� 0000 00 4-A o 10 b U M w " W $-4 o �4 n !-i ►3 p `O ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF J. BONFILL & ASSOCIATES, INC., AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE EXPRESS WRITTEN CONSENT OF J. BONFILL & ASSOCIATES, INC. REVISIONS BY QI 5 -9 -0i H.F. �- WF -24 Date: 12 -5 -06 Job: MENDEZ UP -24 Drawn: H.F. (D SECTION Checked: J.B.G. Scale: AS SHOWN SCALE: 3/4'= 1'-0" SHEET O OF 5