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r <br />0" 1.-Gi. 3'-0" <br />T.O.C. <br />T.O.C. ELEV. -t1. <br />30 �� F <br />3 <br />5' -0" 1 21 <br />C - <br />- - - - SYMM. ABOUT THIS C <br />SLOPE DOWN <br />I s, <br />o - <br />-`�— -4 - - - - - -- <br />I <br />6"04.4' HIGH CONC. WALL w <br />,. #4 O 16" VERT. & #4 ® 12� HORIZ. <br />„�•T <br />k <br />'t- <br />~� ; .4 , <br />r <br />- 60'0 RCP SEE DRWGS <br />BY KJELDSEN, SINNOCK & ASSOCS. <br />SUMP PLAN SHOWING DIMENSIONS @ BASE SLAB <br />r.- <br />�v PLAN SHOWING TYP. REINF'G OF BASE SLAB <br />Raviyion c <br />nu. cL•�le <br />b <br />b <br />b <br />0 <br />— — <br />N <br />0 <br />N <br />L2x2x3/16" W/ 1/2"0 x 3" NELSON STUDS 0 24" <br />t t <br />k` #3 STIRRUPS: <br />7 SPACES ® 12" EA. END, SXARTING 3" <br />FROM I.F. OF WALL; REMAINDER ®24". <br />.::;-.. <br />4--#8 W/ STD. 90' HOOK EA. END <br />QI SECTION I 314!*=l'-C I <br />12" �L 3-#7 W/ STD. 99 HOOK EA. END <br />#3 Ll STIRRUPS: 6" THROUGHOUT SPAN <br />START 3" FROM I.F. OF WALL <br />I � I SECTION I =14-1-Cr I <br />#5 0 16" LONGITUDINAL TOP BARS <br />#5 ® 16" TRANSVERSE TOP BARS <br />BETWEEN I.F. OF WALL AND EDGE <br />OF SLAB. <br />#7 ® Cr TRANSVERSE. EVERY OTHER <br />BAR MAY BE CUT OFF 12" FROM INSIDE <br />FACE OF WALL AS SHOWN. <br />REINF. SYMM. ABOUT THIS <br />0 16" E.W. (BOTTOM REINFORCING) <br />descr[plio„ Checked By r0 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 />enior Engineer - <br />1113 W. FREMONT STREET Submillyd <br />pproval Recommended �� STOCKTON . CALIFORNIA �/�f� <br />(209 ) 946 - 0265 App,uvecl <br />GENERAL NOTES <br />DO NOT SCALE THESE DRAWINGS. <br />VERIFY THE FOLLOWING WITH THE CIVIL DRAWINGS: <br />EXTENT, LOCATION, SLOPES AND DRAINAGE OF SLABS, <br />SLAB DEPRESSIONS, PITS, ETC.; SIZE AND LOCATION OF ALL <br />OPENINGS. <br />FOR BASE AND/OR BUILDING PAD PREPARATION, COMPACTION AND <br />GRADING SPECIFICATIONS, SEE SOILS REPORT PREPARED BY: <br />J.H. KLEINFELDER & ASSOCIATES --- FILE NO. 20-1415-06 <br />CONSTRUCTION SUPERVISIO <br />ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, <br />AND FEDERAL AGENCIES HAVING JURISDICTION. GAMAYO, SANCHEZ & <br />ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF <br />CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE <br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE <br />RESPONSIBILITY OF THE CONTRACTOR. <br />CONCRETE & REINFORCING STEEL <br />IT IS ANTICIPATED THAT GROUNDWATER WILL BE ENCOUNTERED IN THE <br />EXCAVATION PIT AREA THE CONTRACTOR SHALL KEEP WATER OUT OF <br />THE PIT DURING THE POUR AND INITIAL SET OF SUMP BASE PAD. <br />THERE SHALL BE NO DIFFERENTIAL PRESSURE BETWEEN THE INSIDE <br />AND OUTSIDE FACE OF CONCRETE WALLS UNTIL THE CONCRETE HAS <br />ATTAINED A COMPRESSIVE STRENGTH OF 3000 PSI. <br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT <br />28 DAYS WITH A MINIMUM OF 5-1/2 SACKS OF CEMENT PER CUBIC YARD: <br />FOUNDATIONS: 3000 POUNDS PER SQUARE INCH (PSI) <br />SLABS ON GRADE: 3000 POUNDS PER SQUARE INCH (PSI) <br />REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS <br />SHALL BE POSITIVELY SECURED IN PEACE PRIOR TO PLACING <br />CONCRETE. <br />CONCRETE PROTECTION FOR REINFORCEMENTS (TO FACE OF BARS): <br />3" WHERE CONCRETE IS POURED AGAINST EARTH <br />2" WHERE CONCRETE IS EXPOSED TO WEATHER BUT PLACED IN <br />FORMS <br />1-1 /2" TO BEAM AND GIRDER STIRRUPS <br />3/4' FOR SLABS, WALLS AND JOISTS <br />REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 FOR #5 AND <br />LARGER; GRADE 40 FOR #4 AND SMALLER <br />NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR <br />AUTHORIZED BY THE ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL <br />BE A MINIMUM OF 36 BAR DIAMETERS. MAKE ALL BARS CONTINUOUS <br />_ AROUND CORNERS. <br />FOR GRATING OVER OPENING, <br />SEE DRWG. BY K.S.A. / CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE <br />3-#6 BOTT. BARS SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN; BOTTOM BARS OVER <br />/ SUPPORTS. <br />/ = STAGGER SPLICES. WHERE POSSIBLE, THE DISTANCE BETWEEN <br />SPLICES SHALL BE EQUAL TO THE AMOUNT OF LAP. <br />6- 6 ' QOTT. BARS BETWEEN <br />\ OPENINGS - TYP. <br />SEE REINF'G LAYOUT SHT. S2 <br />FOR HORIZ. STEEL <br />6'-0" <br />3'-0" <br />+3.DS TYP. #4 0 12" <br />#4 0 16" <br />#4 ® 12" #4 DOWELS w/ STD. HOOK <br />® WALL AND BASE SLAB <br />1'x6' o <br />#5 ® 16" OPENING �I <br />#706" <br />#5 ® 16" E.W. aQ <br />0 <br />#6 ® 12" 1 <br />to <br />3--#5 ® 16" ) . <br />0 <br />iv <br />1 <br />t f 5 CLR. �--�'- TYP. <br />CISECTION @ INT. CONC. WALL 3/4"=1'-C' <br />4'-6" 11" <br />C <br />#5x5'-0" DIAG. T&B <br />TYP. EA. CORNER <br />OF LARGE OPENING <br />I #4 ® 12" E.W., T&B I ' <br />i I <br />i TYP. REINF. I OP G ( 3-#7 BOTT. BARS <br />10 <br />\ I B �. <br />- I I <br />PROTECTION OF ADJACENT PROPERTY <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE <br />EXISTING LEVEE AND ALL ADJACENT PROPERTY FROM CAVE-INS, SCOURING, <br />OR ANY OTHER DETRIMENTAL EFFECTS. ALL DAMAGE DONE BY THE <br />CONTRACTOR SHALL BE REPAIRED OR RESTORED BY THE CONTRACTOR AT <br />HIS SOLE EXPENSE AND TO THE SATISFAC71ON OF THE OWNER. <br />HE <br />CORD DRA <br />\ � I OP G 01— <br />NoChangesBy <br />...z.:.,-. <br />\L Any Person Using <br />\'All Intormati 111Rv <br />\ 4'--10 1 2" '-1" I <br />., j <br />NOTE: TOP SLAB SHALL BE CONSTRUCTED ONLY AFTER BACKFILL HAS BEEN COMPLETED AROUND THE SUMP. <br />BACKFILL ONLY AFTER THE CONC. IN THE WALLS HAS ATTAINED A COMPR. STRENGTH OF 3000 PSI. <br />PLAN SHOWING REINF'G IN TOP SLAB <br />COUNTY SERVICE AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />COUNTY OF SAN JOAQU-IN THORNTON STORM DRAINAGE PROJECT <br />PHASE I <br />V <br />z <br />,Ole <br />d BEND DIA. <br />O'BEND 135- BEN <br />.STIRRUPS do TIE REINFORCING Boa ��? <br />BAR SIZE MIN. BEND DIA <br />#3 THRU #5 4 BAR d <br />ALL OTHERS SEE TABLE O LEFT <br />WING N <br />BEND DIAMETER 4d OR 2 1/2' <br />MINIMUM <br />MAINRENFO13CINQ <br />This Dralvtllq �Rl[Ia4j u� GRADE <br />f €'d i �ectf ng I tte 4p Of rkO-FGRADES <br />REINFORCG <br />GRADE 40 + <br />BAR SIZE <br />MIN. BEND DIA. <br />3 THRU 8 <br />6 BAR d <br />9, 10, #11 <br />8 BAR d <br />#3 THRU #11 1 <br />5 BAR d <br />w Iou ULNU UNLT <br />-NQTIE' BEND DIAMETER IS MEASURED ON INSIDE OF BAR. <br />STANDARD HOOKS <br />SUMP PLAN AND DETAILS <br />—I t <br />SHEET TOT <br />N 0. SHEE <br />21 24 <br />