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a <br />A Ak Revixio n. <br />OUTSIDE FACE <br />NOTE: VERT. BARS NOT SHOWN <br />FOR CLARRY. SEE SECTION A/ - <br />PLAN OF MAI <br />SEE ELEVATIONS FOR <br />HORIZ. REINFORCEMENT <br />W p p uj <br />uW <br />LJ LJ W W <br />0 lJ W 0 <br />o Z z o <br />+13.83 - - <br />b ,: I <br />#5 ® 12" <br />1 <br />• i I-• • I <br />b <br />Lo I #6 ® 8" <br />I n <br />°' <br />2-h 6x6' LONG `T -- <br />EA. SIDE 'T— <br />,'I <br />M b #8 a 9" <br />60"0 RCP <br />i0 - <br />I I #5®12" <br />-5.60 <br />TOP OF BASE SLAB EMBED ENDS INTO <br />BASE SLAB <br />l/ <br />NFORCEMENT <br />OUTSIDE FACE <br />#4 ® 12" <br />�� <br />#4 ® 12" <br />#6® 12" <br />2" CLR. 2" CLR. <br />WATER STOPI- <br />(SEE CML DWGS.) I—I I I—III—II�- <br />2x6 CONST. KEY III—III—III—I I 1 <br />N � I_III—II—II <br />SEE PLAN SHEET Sl - <br />FOR <br />SLAB REINFORCEMENT <br />b- <br />U <br />SECTION Q <br />1/2" = 1'-0" <br />descriptionChecked By <br />Senior Engineer % _ <br />pprovat Recommended AL <br />1/4" = 1'-0" <br />2'-0" 2'-0" 7'-0" 18" 18" 7'-0" <br />EXTENSION <br />FROM I.F. <br />#5 ® 12" r I I _' #6 ® 12" 1' <br />_ I • <br />—� 1 _ <br />— S #8 ® 9" 'T <br />l' #8 ® 9" I #8 ® 4W <br />L -TOP OF BASE - <br />WALL "A» WALL " B» #5 ®,r <br />OTE <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 />* 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 />31" <br />27" <br />25" <br />#7 <br />42" <br />37" <br />34" <br />#8 <br />55" <br />1 49" <br />46" <br />+13.83 <br />b <br />I <br />� <br />I <br />I <br />f=V <br />� <br />I <br />- -r <br />_ <br />_ <br />+i <br />I <br />- <br />• <br />,O <br />� <br />- -� <br />I <br />I <br />I <br />I <br />• <br />C' 1f MIToi r <br />WALL "A" <br />ALL LAPS SHALL BE 12" 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 />s STAGGER LAPS SO THAT DISTANCE <br />BETWEEN ADJACENT LAPS IS NOT <br />LESS THAN SCHEDULED - <br />_i <br />.i <br />i <br />I <br />I <br />12-#6x6' LONG <br />EA. SIDE <br />I18 <br />#®9" <br />1 <br />EMBED ENDS INTO <br />BASE SLAB <br />MAIN R EI N FO <br />WALLS " B" & " C" <br />r <br />I I <br />I#5 ® 12" <br />I <br />I F <br />TOP OF BASE SLAB <br />WALL " B" <br />WALL " C" <br />FOR AREAS NOT SHOWN USE TYPICAL REINFORCING AS FOLLOWS: WALL 11 C" <br />HORIZ. STEEL: #5 ® 12" O.C. <br />VERT. STEEL: 4 ® 12" O.C., EA. FACE <br />MAIN REINFORCEMENT <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 I Submilled (L.y/U.t. 11A•""� 4-Z7�!!7 <br />STOCKTON . CALIFORNIA/y/IpG <br />( 209 ( 996 - 0260 :7 �i\�pplft�iv'. I <br />5'-0" #6 x 5' LONG ® 12" <br />TYP. AT O.F. OF WALL <br />WALL " D" <br />�YOUT FOR OUTSIDE FACE <br />N.T.S. <br />7'-0" 18" <br />o <br />f=V <br />LO <br />I <br />10 <br />N <br />- -r <br />_ <br />_ <br />+i <br />- <br />• <br />,O <br />t <br />0 <br />- -� <br />O <br />M <br />Le) <br />7-01 <br />TOP <br />OF BASE SLAB <br />WALL ".D" ONLY <br />—� +14.00 <br />I I <br />1 #5 ® 12" <br />I 1 I o <br />#6 ®6' <br />I' I to <br />#8 ® 7" I` I 2t0 <br />I I I CO <br />#8 ® 7" <br />I 1 I <br />#5 ® 12" I I <br />TOF BASE SLAB <br />12" 12" 11 <br />WALL " D" <br />RECORD DRAWING <br />Date <br />ROUT FOR INSIDE FACE �— <br />An PEar< ,� <br />COUNTY SERVICE AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />COUNTY OF SAN JOAQUIN THORNTON STORM DRAINAGE PROJECT <br />PHASE I <br />z <br />�s <br />4 <br />g <br />gig <br />y , .>L;I;;w,- l"iawirip Snuu,�` N6i1}y �� <br />N.T.S. All I1Inl . F'r;ting I klr� Siff Of Wlwk- <br />E-1370 <br />SUMP PLAN AND DETAILS SHEET TOTAL <br />N0 SHEETS <br />