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(n <br />v <br />0 <br />D <br />m <br />m <br />X <br />r <br />m <br />r <br />Ir I— 1 10• <br />N (E) 10' CONC. SLAB I I L 31-6' <br />/r (E) FTG. /r <br />\ (E) FTG. <br />SAW -CUT (E) CONC. SLAB. <br />THEN EXCAVATE FOR (N) <br />FTG. - TYP. <br />FOUNDATION P. <br />j'I1F_6FiXWFNWS-PFfl <br />@dYED <br />SCALE IS TWICE THE SCALE -,_3 &R. <br />(F -G, VC=T-(r WILL BE VS'=T-O <br />%A! <br />PROVIDE /4 DOWELS IN SET EPDXY <br />O 18• SIMILAR TO THAT SHOWN IN <br />FA -7--) (FOR FULL HEIGHT OF WALL) <br />(N) 3070 HEAVY DUTY HMD DOOR <br />w/ LOUVERS O TOP AND BOTTOM <br />8'x8' LOUVERS, J <br />TYP. OF 3 <br />DOOR SPECIFICATION' <br />DOOR SHALL BE STEELCRAFT METAL DOOR OR APPROVED EQUAL, 1 3/4' THICK, <br />L-18-4 FINISHED PAINT, FLUSH, WITH PH FRAMES. THE DOOR SHALL BE INSTAIIED <br />IN ACCORDANCE PATH DOOR AND HARDWARE INSTITUTE PUBLICATION. <br />ANSTR TION NO <br />t. CONTRACTOR SHALL REQUEST INSPECTION OF STEEL AND FALSEWORK 2-4 HOURS <br />PRIOR TO INTENDED POUR. <br />2. CONTRACTOR SHALL POUR CONCRETE AFTER APPROVAL OF STEEL AND FALSEWORK. <br />3. CONTRACTOR SHALL PLACE CONCRETE IN THE PRESENCE OF THE ENGINEER. <br />1-�— (E) 10' CONC. SLAB <br />a / <br />Hz 'd�r� I �1✓ j EDGE OF (E) CONIC. SLAB <br />3/4' CHAMFER TYP. — <br />O EXT/ EDGE OF SLAB <br />^ 4x10 P.T. TO <br />MATCH ELEV. <br />OF (E) C8, TYP. <br />0 <br />� I <br />a $ <br />ti = <br />5/8'0 A.R. w/ <br />6• EMBEDMENT <br />O 24•, TYP. <br />0 <br />I <br />(N) CONC. FILL <br />2-i3 <br />r <br />BACKFILL w/ NATIVE MATERIAL �•-I <br />COMPACTED TO 95% <br />3-H <br />v /5 O 24' —/ (E) CONCRETE <br />FLOOR SAB <br />T <br />#5 O 24• 14 01 18 dd3 'I III—I I—III- I <br />I -I MI-� I <br />/5 O 24' --9 I I-I� I -I � I= <br />B•xB• LOUVERS ' .� . I I=III= <br />NUT w/ 211' SQxt/4' <br />NL' WASHER <br />5/8' ALL THREAD — <br />O 24' <br />(N) 8' CON C. WALL <br />J4 HOR. O 12- <br />#4 O 12• E.W. (VERT. BARS <br />TO BE O CENTER OF WALL) <br />/4 VERT. O 16- <br />(N) CONC. FILL <br />w/ 2-/3 MIN. <br />BACKFILL w/ NATIVE MATL — <br />COMPACTED TO 90% <br />(E) CONC SLAB —\ <br />— 5i/8• HILTI KS -n <br />NO. 12 EXTRA HEAVY <br />DUR-O-WALL TRUSS <br />r / 7" EMBED. O 24• <br />I. y, t <br />— COUPLING NUT <br />I If <br />— (E) CONC WALL <br />'� <br />I <br />I k <br />I G h (E) CYCLJ CENTER <br />O ` ' <br />v <br />THIS MAY BE BACCLLED <br />W/ CLEAN SAND OR PEA <br />GRAVEL <br />j•^— EXCAVATION LINE <br />— /4 DOWELS O 12'JN <br />/4 DOWELS O 16' I'N /4 DOWELS SET <br />J 6' EPDXY O 12' D.C. <br />— REVERSE DIRECTION OF BEND 1p BOTTOM OF (N) FTG. <br />ON ALTERNATE BARS, TYP. 8 8 8 SAME AS (E) <br />} <br />2'-0-�. 3-14 2•-0' <br />TYP. REINF. FOR EXT. WALLS TYP. REINF. FOR INT. WALLS <br />i NEW EXISTING <br />(N) 10' CONIC. SLAB 10•-_—::—_ <br />/ APPROX. SURFACE <br />A / "S (N) CONIC. PATCH • j%G(w (�Y �' r/ d LC.' _ <br />OF (E) CONIC. <br />�ORSN <br />FLOOR PLAN- -- <br />SCALg: 3/1,6' 1•-0 <br />GAMAYO, SANCHEZ <br />7--'71& ASSOCIATES, INC. <br />STRUCTURAL & CML ENGINEERS • CONSULTANTS <br />555 W. BENAIRN HOLT DR. /324 <br />STDCKTON, CA 95207 <br />(209) 957-2384 <br />COUNTY OF SAN JOAQUI <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />JCG, QVP <br />(E) FOOTING <br />i <br />N <br />NO. 12 EXTRA HEAVY <br />DUR-O-WALL TRUSS <br />II !1 <br />•• '' <br />I. y, t <br />REINFORCING <br />I If <br />4x10 P.T. D.F. /2 <br />SEE S <br />'� <br />I <br />I k <br />I G h (E) CYCLJ CENTER <br />COAT THESE SURFACES w/ WELDCRETE <br />PRIOR TO CASTING (N) CONC. <br />•� <br />C <br />I '• <br />SEQUENCE OF OPERATIONS: <br />CHIP OUT (E) CONC. DO NOT <br />CUT ANY (E) REINF. <br />\ I <br />�.--:--J <br />1. SAW -CUT EIN CONN. SLAB FOR THE FOOTINGS. <br />2. INSTALL REINFORCING IN FOOTINGS <br />COAT THIS SURFACE w/ BOND BREAKER <br />I� -------_-- <br />NIC F <br />3. POUR CONIC. FOOTINGS <br />4. FORM WALLS <br />PRIOR TO CASTING (N) CONC. <br />v <br />I _j <br />AND INSTALL REINFORCING IN WALL. THEN POUR CONC. <br />S. PROVIDE FORMS FOR THE CONIC. SLAB, PLACE REINFORCING, THEN POUR THE SLAE' <br />NOTE: REINFORCING IN (E) WALL & SLAB & (N) SLAB NOT SHOWN FOR CLARITY <br />NORM <br />(N) ADDITION <br />6. SAW -CUT (E) CONC. AS SHOWN IN DET. B - FOR PATCHING DAMAGED CONC. <br />7. PREPARE CONTACT SURFACES AS SHOWN IN THEN POUR CONC <br />8. DO ALL OTHER WORK, INCLUDING CLEANUP. <br />B <br />KEY PLAN <br />,• �,'_D PATCH DETAIL 0 TOP EDGE OF (E) SLAB <br />N.T.S. <br />TRANSFER STATION TIPPING FLOOR REPAIRS <br />1/8"= -0• <br />PLANS AND DETAILS ' <br />Sheet No. <br />(North County and Lovelace) <br />5 of <br />CHECKED DATE APPROVAL RECOMMENDED I DATE <br />F - w,gL L xT/'/USTOfI <br />V <br />-i <br />