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3 <br />N <br />N <br />0 <br />Ln <br />0 <br />LO <br />N <br />0 <br />rn <br />/ <br />0 <br />rn <br />0 <br />U <br />a <br />WALL/GRADE BM TRANSITION <br />DETAIL <br />SCALE: 1"=1'-0" S3 <br />PRE-ENGINEERED <br />STRUCTURAL STL <br />COL BY MTL BLDG <br />CONTRACTOR 9 <br />SEMIRIGID EPDXY <br />JOINT FILLER <br />EXPANSION JOINT <br />MATERIAL <br />DOTTED LINE <br />INDICATES 6" <br />1'-6" X 2'-0" CONC <br />PIER FOR STRUCTURAL <br />STL COL (TYP U.N.O.) <br />10" OR 6" THK REINF. <br />CONC. SLAB ON GRADE <br />#3 TIES 0 9" <br />O.C. — — — — -J <br />FOUNDATION <br />SECTION <br />SCALE: 1/2"=1'-0" S3 <br />3 _ #7 <br />CONT. BOTTOM <br />FOOTING <br />DETAIL <br />SCALE: 1/2"11-101" <br />S3 <br />1 <br />OUTSIDE FACE OF <br />STRUC'L STL COL <br />5'-0" SPACE FOR 8 1/2" <br />ZEE GIRTS BY-PASS <br />g. 1NSTALATION (TYP) <br />RIGID FRAME COLUMN it <br />TO BE DESIGNED BY I • <br />BUILDING SUPPLIER II II <br />10 <br />in #4 0 10" #4 ® 12" O.C. <br />1 O.C. E.W. II II #4 0 16" O.C. <br />& <br />� Qa <br />W Ir - <br />10 <br />b <br />t 2 - #6 TOP <br />0. E.W. 10" - �� lrlr�lrrl � � #4 0 20" O.C. <br />10 <br />1 -Cr 6" <br />VARIES <br /># N <br />3 STIRRUPS <br />MIN I 18" O.C. <br />STL COL FTG SHOWN _ 3 - #7 BOTTOM <br />DOTTED. FOR FTG BARS <br />SCHEDULE SEE DWG <br />NO. S3 L <br />FOUNDATION <br />SECTION <br />SCALE: 1/2'v=1'-0' S4 A4 <br />X 8 X 1/2 CONT �- <br />/ <br />6 X 1/2 CONT. b j <br />I / <br />:NT BARS <br />O.C. I <br />I/ <br />/ <br />11.5 CONT. / <br />X 9" PLATE CONT. / bi <br />in <br />X 3" HEADED <br />STAGGER ® / <br />C. <br />40 C.Y. CONTAINER <br />(22'-0" LONG) b <br />x <br />a <br />8'-0" MAX <br />b <br />I <br />NOTE: <br />SEE SECTION F FOR <br />WALL REINFORCEMENT <br />\ Z WALL <br />L <br />SECTION <br />SCALE: 1/2"=1111-0* S4 A4 <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized r-hAnnaQ tr% nr "Qoe of thIa e.,., ,.�.,.,,.,..,..�.:.. <br />I <br />;0 <br />SHORT WALL <br />SECTION <br />SCALE: 1/2"=1'-0" S4 A4 <br />YO -CrVARIES FROTO 7'-6" <br />SEE PLAN <br />3'-0" �. <br />PROVIDE SMOOTH STL <br />TROWEL FINISH qN / <br />ANGLED WALL --\I <br />3/8" THK STL <br />PLATE LINING <br />SEMIRIGID <br />EPDXY - <br />FILLER <br />EXPANSION <br />JOINT MAT'L-- <br />4 - #5 <br />CONT. — <br />#5 0 10" <br />O.C. <br />Q: .3: ; <br />No. c45-625 x <br />4C Exp.kn- cm <br />% <br />FOF CA���� <br />pittilidittw <br />I-- _. a. ...> .........y.. ... ...... <br />aocumenTea In writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance. <br />�u 5 <br />#4 0 16" <br />O.C. E. F. <br />#4 0 18" <br />O.C. E. F. <br />F I #4 A 18" O.C. <br />4 X 1/2 FLAT BAR W/ <br />WELDED 5/8"0 X 6" L <br />ANCHORS 0 24" O.C. <br />PLUG WELD STL PLATE <br />LINING 0 4'-0" O.C. <br />b <br />a w; T.O.F. <br />b? ELEV. 118.25' <br />a <br />ANGLED WALL <br />SECTION <br />SCALE: 112"-1'-0" S4 A A4 <br />#4 0 16" <br />O.C. E.W.- <br />3/4" R <br />2" � 11 <br />#3 0 12" <br />O.C. E.F. <br />HORIZ REINF.- <br />I— <br />I <br />a <br />N � <br />0 <br />LnI <br />o� <br />I <br />I I <br />L1��_ SPREAD <br />BELOW <br />GRADE BM <br />BELOW <br />OF FOOTING <br />1--�- # 3 0 18" 0. C. E. F. <br />I �VERT. REINF. <br />6 #8 VERT. BARS <br />1 W/ STD. HOOK <br />#3 CLOSED TIES <br />0 9" O.C. <br />J <br />—WALL FTG BELOW <br />FOOTING <br />DETAIL <br />SCALE: 1/2"=l' -O' S3 <br />B <br />6'-0" <br />2'- <br />L <br />RIGID FRAME COLUMN <br />TO BE DESIGNED BY — <br />BUILDING SUPPLIER <br />I II �I <br />#4 0 16" <br />�- O.C. <br />O <br />b <br />#4 ®J <br />O.C. 4" I PLUG WELD 3/8" THK <br />1'-0" 6"—t'-is"1 STL PL LINING ® 4'-0" b <br />O.C. ON 4 X 1/2 THK <br />LAP CONT. FLAT BAR SET IN a <br />CONC. W/ WELDED 5/8"0 <br />#4 VERT & HORIZ X 6" LONG ANCHORS 0 <br />0 18" O.C. E. F. E.W. I 2'-0" O.C. <br />� � b <br />T.O.F. - <br />ELEV. 118.25' g, I #4 0 10" <br />O.C. E.W. <br />SEMIRIGID EPDXY <br />FILLER <br />r <br />_1 0" r <br />I <br />2'-0" ( EXPANSION JOINT <br />MATERIAL <br />1'-1• 11" <br />I — #4 ® 16" <br />O.C. E. F. <br />HORIZ <br />I I I #4 ® 16" <br />O.C. E. F. <br />(I I VERT. <br />I I 6 - #8 <br />o I VERT. W/ <br />N I b+ I STD HOOK <br />b <br />116 <br />0 <br />#3 CLOSED <br />TIES 0 <br />9" O.C. <br />I I 2 - #4 W/ <br />TIES <br />SPREAD FTGI I <br />BELOW <br />"NALL FTG <br />BELOW <br />FOOTING <br />_ DETAIL <br />SCALE: 1/2"=1'-0" S3 <br />3 X 3 X 3/8 L <br />W/ WELDED 5/8"0 <br />REBAR ANCHORS 0 <br />2'-0" O.C. <br />STL COL FTG SHOWN — �— — <br />DOTTED. FOR FTG —�-� <br />SCHEDULE SEE DWG <br />NO. S3 - -- -- -- — <br />FOUNDATION <br />SECTION rE <br />SCALE: 1/2"=1'-0" <br />$4 A4 <br />0 <br />16" <br />O.C. <br />#4 <br />® <br />3 X 3 X 3/8" L_ CONT. <br />2 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />1 <br />W/ WELDED #5 REBAR <br />PLAN CHECK 3/12/91 <br />0 <br />TFTG <br />ISSUED FOR CONSTRUCTION <br />ANCHORS 0 24" O.C. — �— <br />S U <br />REV <br />DATE <br />DESCRIPTION <br />DWN B <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY 14 -SOMA CNK BY <br />VU -1 9-%1— DES BY S. USSERY APP BY P. ROBY <br />bCL <br />I <br />BEND AND EXTEND <br />g <br />#4 DOWELS N <br />WALL FOOTING <br />BELOW <br />GRADE BEAM REINF. <br />1 <br />Q <br />0 16" O. C. <br />2'-0" INSIDE OF <br />#3 0 18" O.C. E.F. <br />2'-0" <br />;7 <br />WALL REINF. <br />( <br />I VERT. REINF. <br />FLAT W/ LAP <br />- — — _ <br />— <br />— <br />WELDED 5/8"0 XA 6" <br />10 <br />LONG ANCHORS 0 24" <br />I <br />O.C. PLUG WELD STEEL <br />6 - #8 VERT. BARS <br />PLATE LINING 0 THIS <br />CONC. WALL <br />W STD. HOOK <br />LOCATION AND AT THE <br />of <br />b <br />I <br />BOTTOM 0 4'-0" O.C. <br />(TYPICAL) <br />#4 <br />VERTICAL 0 <br />-0 <br />18" <br />O.C. E.W. <br />3/8" THK STEEL PLATE <br />b <br />I <br />LINING - SEE FLR PLAN <br />i <br />#3 CLOSED TIES <br />DWG #A2 FOR LOCATION <br />0 9" O.C. <br />H <br />SEMIRIGID EPDXY FILLER <br />SPREAD FTG <br />#4 <br />HORIZONTAL <br />EXTERIOR FACE <br />OF <br />GRADE BEAM b <br />BELOW <br />EXPANSION JOINT MAT'L <br />0 <br />" <br />1 6 O.C. E. F. <br />GRADE BEAM & <br />WALL I <br />I <br />GRADE <br />BELOW <br />SM <br />b <br />- <br />T.O.F. <br />----� <br />1 1/2' <br />8 1/2- <br />J <br />b <br />ELEV. 118.25' <br />1'-6" <br />! <br />4 - <br />#5 CONT. <br />1'-0" 1'-0" <br />#5 <br />0 10" O.C. <br />WALL/GRADE BM TRANSITION <br />DETAIL <br />SCALE: 1"=1'-0" S3 <br />PRE-ENGINEERED <br />STRUCTURAL STL <br />COL BY MTL BLDG <br />CONTRACTOR 9 <br />SEMIRIGID EPDXY <br />JOINT FILLER <br />EXPANSION JOINT <br />MATERIAL <br />DOTTED LINE <br />INDICATES 6" <br />1'-6" X 2'-0" CONC <br />PIER FOR STRUCTURAL <br />STL COL (TYP U.N.O.) <br />10" OR 6" THK REINF. <br />CONC. SLAB ON GRADE <br />#3 TIES 0 9" <br />O.C. — — — — -J <br />FOUNDATION <br />SECTION <br />SCALE: 1/2"=1'-0" S3 <br />3 _ #7 <br />CONT. BOTTOM <br />FOOTING <br />DETAIL <br />SCALE: 1/2"11-101" <br />S3 <br />1 <br />OUTSIDE FACE OF <br />STRUC'L STL COL <br />5'-0" SPACE FOR 8 1/2" <br />ZEE GIRTS BY-PASS <br />g. 1NSTALATION (TYP) <br />RIGID FRAME COLUMN it <br />TO BE DESIGNED BY I • <br />BUILDING SUPPLIER II II <br />10 <br />in #4 0 10" #4 ® 12" O.C. <br />1 O.C. E.W. II II #4 0 16" O.C. <br />& <br />� Qa <br />W Ir - <br />10 <br />b <br />t 2 - #6 TOP <br />0. E.W. 10" - �� lrlr�lrrl � � #4 0 20" O.C. <br />10 <br />1 -Cr 6" <br />VARIES <br /># N <br />3 STIRRUPS <br />MIN I 18" O.C. <br />STL COL FTG SHOWN _ 3 - #7 BOTTOM <br />DOTTED. FOR FTG BARS <br />SCHEDULE SEE DWG <br />NO. S3 L <br />FOUNDATION <br />SECTION <br />SCALE: 1/2'v=1'-0' S4 A4 <br />X 8 X 1/2 CONT �- <br />/ <br />6 X 1/2 CONT. b j <br />I / <br />:NT BARS <br />O.C. I <br />I/ <br />/ <br />11.5 CONT. / <br />X 9" PLATE CONT. / bi <br />in <br />X 3" HEADED <br />STAGGER ® / <br />C. <br />40 C.Y. CONTAINER <br />(22'-0" LONG) b <br />x <br />a <br />8'-0" MAX <br />b <br />I <br />NOTE: <br />SEE SECTION F FOR <br />WALL REINFORCEMENT <br />\ Z WALL <br />L <br />SECTION <br />SCALE: 1/2"=1111-0* S4 A4 <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized r-hAnnaQ tr% nr "Qoe of thIa e.,., ,.�.,.,,.,..,..�.:.. <br />I <br />;0 <br />SHORT WALL <br />SECTION <br />SCALE: 1/2"=1'-0" S4 A4 <br />YO -CrVARIES FROTO 7'-6" <br />SEE PLAN <br />3'-0" �. <br />PROVIDE SMOOTH STL <br />TROWEL FINISH qN / <br />ANGLED WALL --\I <br />3/8" THK STL <br />PLATE LINING <br />SEMIRIGID <br />EPDXY - <br />FILLER <br />EXPANSION <br />JOINT MAT'L-- <br />4 - #5 <br />CONT. — <br />#5 0 10" <br />O.C. <br />Q: .3: ; <br />No. c45-625 x <br />4C Exp.kn- cm <br />% <br />FOF CA���� <br />pittilidittw <br />I-- _. a. ...> .........y.. ... ...... <br />aocumenTea In writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance. <br />�u 5 <br />#4 0 16" <br />O.C. E. F. <br />#4 0 18" <br />O.C. E. F. <br />F I #4 A 18" O.C. <br />4 X 1/2 FLAT BAR W/ <br />WELDED 5/8"0 X 6" L <br />ANCHORS 0 24" O.C. <br />PLUG WELD STL PLATE <br />LINING 0 4'-0" O.C. <br />b <br />a w; T.O.F. <br />b? ELEV. 118.25' <br />a <br />ANGLED WALL <br />SECTION <br />SCALE: 112"-1'-0" S4 A A4 <br />#4 0 16" <br />O.C. E.W.- <br />3/4" R <br />2" � 11 <br />#3 0 12" <br />O.C. E.F. <br />HORIZ REINF.- <br />I— <br />I <br />a <br />N � <br />0 <br />LnI <br />o� <br />I <br />I I <br />L1��_ SPREAD <br />BELOW <br />GRADE BM <br />BELOW <br />OF FOOTING <br />1--�- # 3 0 18" 0. C. E. F. <br />I �VERT. REINF. <br />6 #8 VERT. BARS <br />1 W/ STD. HOOK <br />#3 CLOSED TIES <br />0 9" O.C. <br />J <br />—WALL FTG BELOW <br />FOOTING <br />DETAIL <br />SCALE: 1/2"=l' -O' S3 <br />B <br />6'-0" <br />2'- <br />L <br />RIGID FRAME COLUMN <br />TO BE DESIGNED BY — <br />BUILDING SUPPLIER <br />I II �I <br />#4 0 16" <br />�- O.C. <br />O <br />b <br />#4 ®J <br />O.C. 4" I PLUG WELD 3/8" THK <br />1'-0" 6"—t'-is"1 STL PL LINING ® 4'-0" b <br />O.C. ON 4 X 1/2 THK <br />LAP CONT. FLAT BAR SET IN a <br />CONC. W/ WELDED 5/8"0 <br />#4 VERT & HORIZ X 6" LONG ANCHORS 0 <br />0 18" O.C. E. F. E.W. I 2'-0" O.C. <br />� � b <br />T.O.F. - <br />ELEV. 118.25' g, I #4 0 10" <br />O.C. E.W. <br />SEMIRIGID EPDXY <br />FILLER <br />r <br />_1 0" r <br />I <br />2'-0" ( EXPANSION JOINT <br />MATERIAL <br />1'-1• 11" <br />I — #4 ® 16" <br />O.C. E. F. <br />HORIZ <br />I I I #4 ® 16" <br />O.C. E. F. <br />(I I VERT. <br />I I 6 - #8 <br />o I VERT. W/ <br />N I b+ I STD HOOK <br />b <br />116 <br />0 <br />#3 CLOSED <br />TIES 0 <br />9" O.C. <br />I I 2 - #4 W/ <br />TIES <br />SPREAD FTGI I <br />BELOW <br />"NALL FTG <br />BELOW <br />FOOTING <br />_ DETAIL <br />SCALE: 1/2"=1'-0" S3 <br />3 X 3 X 3/8 L <br />W/ WELDED 5/8"0 <br />REBAR ANCHORS 0 <br />2'-0" O.C. <br />STL COL FTG SHOWN — �— — <br />DOTTED. FOR FTG —�-� <br />SCHEDULE SEE DWG <br />NO. S3 - -- -- -- — <br />FOUNDATION <br />SECTION rE <br />SCALE: 1/2"=1'-0" <br />$4 A4 <br />E!Mcon <br />L� <br />Ass <br />sociates <br />4" 8" <br />#4 <br />0 <br />16" <br />O.C. <br />#4 <br />® <br />12" <br />2 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />1 <br />3/18/91 <br />PLAN CHECK 3/12/91 <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />WHS <br />S U <br />REV <br />DATE <br />DESCRIPTION <br />DWN B <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY 14 -SOMA CNK BY <br />VU -1 9-%1— DES BY S. USSERY APP BY P. ROBY <br />E!Mcon <br />L� <br />Ass <br />sociates <br />4" 8" <br />#4 <br />0 <br />16" <br />O.C. <br />#4 <br />® <br />12" <br />O.C. <br />#4 0 16" O.C. <br />E.W. <br />1D <br />#4 ® 16" O.C. <br />E.F. <br />#4 ® 16" O.C. <br />E. F. <br />#4 DOWELS 0 <br />16" O.C. E.F:--� <br />DRAINAGE PIPE <br />ALONG Z WALL <br />ONLY <br />#5 ® 10" <br />O.C. <br />4 - #5 <br />METAL SIDING <br />T.O.S. ELEV. <br />VARIES <br />SEE PLAN <br />109.6' <br />FOUNDATION <br />SECTION rF <br />SCALE: 1/2"=V-0" S3 S4 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />RECYCLING CENTER DETAILS <br />DRAWING NO. <br />S5 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />