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OUTSIDE FACE <br />NOTE: VERT. BARS NOT SHOWN LA <br />FOR CLARRY. SEE SECTION A/ -- <br />PLAN OF MAIN WALL REINFORCEMENT <br />1/4" = 1'-0" <br />0410 <br />�I0 <br />SEE ELEVATIONS FOR <br />HORIZ. REINFORCEMENT <br />18" <br />OUTSIDE FACE <br />#4 0 12" <br />#4 ® 12' <br />2' CLR. 2" CLR. <br />WATER STOP I I ! I• __� I - <br />(SEE CML DWGS.)—I I III--1 I I- <br />2x6 CONST. KEY III III-1 I I~I I r <br />......... . <br />I�III III -III I <br />SEE PLAN SHEET S1Y"� <br />FOR SLAB REINFORCEMENTy <br />SECTION1/2� = 1,-Cr <br />Checked By <br />dr.srr9ption <br />Senior Engineer � <br />pproval Recommended <br />W W <br />W Q p W <br />W LJ W w <br />ui N In cn 5—Cr 2'-0" 2'-0" 7'—D" 18"k. 18" 7'-0" 70--0" 18" <br />0 z Z S FROM EXTENSION <br />0 <br />+ 13.83 — o <br />ft <br />)777 <br />#5 ® 12' -�, ,,.. 1 #5 ® 1 r i #6 12" <br />1 I; co <br />T <br />to 6 $" -- o <br />2- x6 LONG <br />EA. SIDE <br />to <br />5 #8 ® 9" 1 T -•, wr-� N <br />M I W_ �-1 <br />O RCP 7 - , .. —. . _ - <br />- - - —�-1 #809" #$ems' <br />1 " I <br />CD <br />#5 ® 1 r <br />4... 1 7 <br />-5.60MII ` _ 't <br />TOP OF BASE SLAB EMBED ENDS INTO - - • •- -_ • <br />BASE SLAB E -- #g 0 g' 1 #S a 4W 101 <br />0 <br />[TOP OF BASE SLAB <br />F. <br />�n <br />LL� <br />WALL „ A" WALL " B" #5 ® 12 <br />-11.4' <br />NOTE I I TOPIOF BASE SLAB <br />FOR AREAS NOT SHOWN USE TYPICAL REINFORCING AS FOLLOWS: <br />HORIZ. STEEL: #5 ® 12" O.C. <br />VERT. STEEL:-4 ® 12" O.C.. EA_ FACE <br />o <br />ILl <br />R <br />w1 II <br />LAP SCHEDULE <br />NO. <br />2000 <br />2500 <br />3000 <br />4 <br />20" <br />18" <br />16" <br />#5 <br />25" <br />22" <br />20" <br />#6 <br />310 <br />27" <br />25" <br />#7 <br />42" <br />37" <br />34" <br />#8 <br />55" <br />49" <br />46" <br />13.83 <br />E. <br />FOP OF BASE SLAB <br />6O"O RCP <br />WALL "A" <br />ALL LAPS SHALL BE 1 r MIN. <br />THE LAP SCHEDULE APPLIES TO <br />GRADE 60 BARS. <br />SEE ELEVATIONS OR FOUNDATION <br />PLAN FOR WALL THICKNESS SIZE <br />AND SPACING OF VERTICAL AND <br />HORIZONTAL REINFORCING. <br />* STAGGER LAPS SO THAT DISTANCE <br />BETWEEN ADJACENT LAPS IS NOT <br />LESS THAN SCHEDULED- <br />2-#6x6' LONG 1 <br />EA. SIDE 1 <br />#8®9" <br />1 <br />I <br />EMBED ENDS INTO <br />BASE SLAB <br />5'-0' 5'•--0" �-- #6 x 5' LONG ® 12" <br />TYP. AT O.F. OF WALL <br />WALL "C" WALL is <br />D" <br />MAIN REINFORCEMENT LAYOUT FOR OUTSIDE FACE <br />WALLS " B" " CPT <br />I <br />I I <br />] #5 ® 12" j <br />.41 I I <br />TOP OF BASE SLAB <br />WALL "B" <br />NOTE: <br />FOR AREAS NOT SHOWN USE TYPICAL REINFORCING AS FOLLOWS: <br />HORIZ. STEEL 5 0 12" O.C. <br />VERT. STEEL: 4 0 127 O.C., EA. FACE <br />KJELDSEN , SINNOCK & ASSOCIATES , .INC . <br />C O N S U L T I N G C I V I L E N G I N E E R S <br />1113 W. FREMONT STREET Suhmillyd ffZ <br />STOCKTON . CALIFORNIA <br />(209 946 - 0268 Approved <br />swn <br />N.T.S. <br />WALL 11 D" ON LY <br />+l 4.00 <br />l I I <br />I l 1 <br />I I; ! o <br />�1 #5012" I 1 <br />�.... [ ! <br />a O <br />#6 0 6" i _' I i• <br />Un <br />to <br />i ! -H <br />I I I `° <br />z <br />1 #8 0 7"7-0 <br />I <br />I <br />I 1 I s <br />46 <br />I #5 ® 12 <br />Top OF BASE SLAB <br />J <br />12" 12" <br />WALL " D" r4 a r , <br />C 0 9, L D R A W OG <br />Cor <br />_......... <br />MAIN REINFORCEMENT LAYOUT FOR INSIDE FACE w <br />Date, <br />COUNTY OF SAN JOAQU•IN <br />� I <br />#6 0 Er j <br />WALL " C" <br />COUNTY SERVICE AREA N0. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />THORNTON STORM DRAINAGE PROJECT <br />PHASE <br />N.T.S. <br />Any Pers, n ° # ti� "� <br />' veI•tty <br />r'F'tIF�FP Of lark. <br />SUMP PLAN AND DETAILS <br />E-13710 <br />SHEET TOTAL <br />NO. SHEETS <br />2 2 24 <br />