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a B <br />CONSTR. JT. W.S WHERE <br />RE0'D. <br />z <br />z <br />0 <br />U <br />CONSTR. JT. <br />SEE SPECIFICATIONS <br />~ X <br />AND DRAWINGS FOR <br />z SUBGRADE PREPARATION <br />o , <br />MAX. <br />TYPE "C" <br />SPLICE <br />TYPICAL <br />t <br />a <br />CC <br />w <br />> <br />0 <br />2 - #5 ) <br />EF. (OMI. ... <br />PLAN WET STRUCTURE <br />SLAB ON GRADE CONSTRUCTION JOINT <br />DETAIL 9 <br />[GDSFILE.940551S3. DET9 NO SCALE S3 <br />TOP OF WALL <br />TYPE "B" SPLICE <br />TYPICAL — <br />TRIM BAR SAME — <br />AS ADJACENT WALL <br />REINF. OR #6. EACH <br />CURTAIN, WHICHEVER <br />IS GREATER. <br />TYPICAL <br />HAIRPIN <br />OPENINGS IN CONC. WALLS <br />DETAIL 12 <br />[9D5FILE.940551S31 DET12 NO SCALE $3 <br />�1 <br />t <br />TOP OF FORM TO BE "1 <br />CJ LEVEL WITH 3/4" T— D <br />CONTIN. BEVELED STRIP 1/2" <br />s• <br />:y <br />'° _s• <br />p- <br />t t X � <br />V -ri( <br />6>-J+- 4" GROUT ° = <br />'.b 3/4 "0 BOLTS a. ° <br />EXTERIOR [A: AT 20" C.C. MAX. a; <br />SURFACE <br />FIRST STAGE <br />J <br />U <br />t <br />C <br />RUN SLAB REBAR <br />THRU JOINT <br />I <br />AS NOTED <br />ON PLANS <br />TOP OF WALL <br />0 <br />FIRST SECOND <br />POUR POUR <br />I <br />WATERSTOP AT WALL/SLAB <br />MID DEPTH. INSTALL PER <br />MANUF.SPECIFICATIONS. <br />WATERSTOP JOINT (W.S.) <br />DETA I L Io <br />[GDSFILE.94 551S3r DETIO NO SCALE S3 <br />HOOK ENDS <br />OF BARS <br />WHERE REO'D. <br />TYPICAL <br />NOTES <br />I. WALL WITH OPENINGS BELOW <br />FINISH GRADE OR BELOW WATER <br />SURFACE SHALL BE REINFORCED <br />AS FOR SLAB OPENINGSi SEEII CONCRETE FILL TO BE <br />2. AT WALL CORNERS <br />S3 PLACED BEFORE FOOTING <br />AND INTERSECTIONS IS POURED. PLACE <br />BEND BARS AS IN SAME WIDTH AS <br />DETAIL FOOTING AND FULL <br />3 WIDTH OF PIPE <br />TRENCH. <br />S2 <br />STEP FOOTING WHERE PIPE IS MORE <br />THAN 2'-6" BELOW BOTTOM OF FOOTING <br />W.S. WHERE <br />REQUIRED <br />TEMPORARY OPENING FOR <br />CLEANING AND INSPECTION <br />I" CONTIN. STRIP <br />SECOND STAGE <br />HORIZONTAL CONSTRUCTION JOINTS <br />DETAIL Ia <br />(GWILE.94055IMP DE714 NO SCALE $3 <br />DO NOT OVERLAP FORMS <br />MORE THAN I" <br />30'-0" MAX <br />1/8" X I" CONT. <br />MASOr <br />30'-0" MAX. <br />"V" TOOL <br />SEE SPECIFICATIONS <br />AND DRAWINGS FOR <br />SUBGRADE PREPARATION <br />RUN <br />THR( <br />1- #6 MIN. TRIM BAR EACH SIDE <br />OF OPENING.EACH CURTAIN. <br />— I t <br />t <br />c <br />TYPE "B" SPLICE FOR <br />TEMPERATURE BARS. <br />EXTEND MAIN BARS INTO <br />SUPPORT <br />COVER SEE <br />CONC NOTES <br />F <br />TRIM BARS <br />2-#5 X 5'-0" EF <br />HAIRPIN <br />EXTRA BARS EOUIVALENT <br />TO BARS CUT AT OPN'G. <br />ONE-HALF EA. SIDE <br />OF OPENING. <br />SLAB OPENING <br />DETA I L I I <br />[GDS ILE.940551S3. DETII NO SCALE S3 <br />ALL PIPES TO CLEAR SLEEVES <br />BY 1/2" ALL AROUND. CAULK <br />WITH PLASTIC MATERIAL. <br />NO PIPE ALLOWED TO BE <br />PLACED IN THIS AREA. <br />z <br />e� <br />1'-6" <br />MIN. <br />mlIll. \ <br />PIPES AT FOOTINGS AND STEMWALLS <br />DETA I L I3 <br />[ GDSFILE.940551S3r DET13 NO SCALE S3 <br />#4 X 3'-0" AT 48" C.C. <br />WHERE MESH IS USED, <br />OTHERWISE RUN SLAB <br />REBAR THRU JOINT. <br />CONTROL JOINT CONSTRUCTION JOINT <br />DRY STRUCTURE <br />SLAB ON GRADE JOINTS <br />DETAIL 15 <br />[GDSFIL .94055 S3. DETIS NO SCALE S3 <br />SCALE DATE DESIGNED STH SUBMITTED <br />NONE AUGUST Ig94 DRAWN LEL RECOMMENDED DEWANTE AND STOWELL <br />FILE CHECKED WHIR APPROVED CONSULTING ENGINEERS <br />93423 SACRAMENTO, CALFORNA <br />FLAG CITY <br />SAN JOAQUIN CO.. CALIFORNIA <br />WASTEWATER TREATMENT FACILITIES <br />SLEEVE <br />IF PIPE IS IN <br />PLACE PRIOR TO <br />POURING CONCRETE, <br />RAP PIPE WITH <br />I' 'ASS WOOL <br />INSULA N <br />BEFORE PO G <br />CONCRETE.IN LI <br />OF SLEEVE. <br />NO DIGGING FOR PIPE <br />TRENCH PARALLEL TO <br />FOOTING BELOW THESE <br />LINES <br />NOTES <br />I. REINFORCEMENT IN OTHER <br />DIRECTION IS NOT SHOWN <br />BUT SHALL BE TREATED IN <br />SAME MANNER AS BARS SHOWN. <br />2. FOR ROUND OPENINGS A <br />SIMILIAR DETAIL SHALL <br />BE USED EXCEPT THAT THE <br />DIAMETER OF THE ROUND <br />OPENING SHALL REPLACE W. <br />3. THIS DETAIL SHALL <br />ALSO APPLY TO WALLS <br />BELOW WATER OR FINISH <br />GRADE. <br />#5 T&B CONT. <br />(2 TOTAL) <br />DESCRIPTION <br />#4 AT 12" O.C. J <br />E.W. - TYP U.N.O. <br />DETAIL <br />CGOFIL.940551S3, DET16 <br />� <br />RECORD DRAWING 00'r� <br />TYPICAL DETAILS II <br />H <br />do <br />v <br />Y <br />N0.1610 <br />E D• 63491 rin <br />n <br />G= "tructjral Erle wr <br />f- <br />z <br />t <br />Associates <br />Structural Engineers, <br />Incorporated <br />Suite 200 2500 Venture Oaks Way <br />Sacramento, Ca. 95833 <br />NOTES <br />I. REINFORCEMENT IN OTHER <br />DIRECTION IS NOT SHOWN <br />BUT SHALL BE TREATED IN <br />SAME MANNER AS BARS SHOWN. <br />2. FOR ROUND OPENINGS A <br />SIMILIAR DETAIL SHALL <br />BE USED EXCEPT THAT THE <br />DIAMETER OF THE ROUND <br />OPENING SHALL REPLACE W. <br />3. THIS DETAIL SHALL <br />ALSO APPLY TO WALLS <br />BELOW WATER OR FINISH <br />GRADE. <br />#5 T&B CONT. <br />(2 TOTAL) <br />DESCRIPTION <br />#4 AT 12" O.C. J <br />E.W. - TYP U.N.O. <br />DETAIL <br />CGOFIL.940551S3, DET16 <br />� <br />RECORD DRAWING 00'r� <br />TYPICAL DETAILS II <br />H <br />61, <br />4 <br />3 <br />2 <br />v <br />h Wmam H. Rich <br />N0.1610 <br />E D• 63491 rin <br />n <br />G= "tructjral Erle wr <br />Cole/Yee/Schubert & <br />Associates <br />Structural Engineers, <br />Incorporated <br />Suite 200 2500 Venture Oaks Way <br />Sacramento, Ca. 95833 <br />916/920-2020 <br />DRAWING NUMBER <br />SHEET NUMBER <br />S3 <br />24 cF 44 <br />61, <br />4 <br />3 <br />2 <br />