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10'-O"(V.I.F.) <br />(E) 10" CONC. SLAB —moi 3'-6"9 <br />1'-8" V.LF. <br />3/4" CHAMFER TYP. <br />O EXT/ EDGE OF SLAB b5 O 24" (E) CONCRETE <br />•�, /5 O 24" - - - _ FLOOR SLAB <br />/r (E) FTG. /r <br />(E) FTG. /� 1 /• , <br />T- <br />--------------------\\ <br />\,� N5 0 24 �4 0 19 Tae N III—III III= <br />p5 0z4 1=III=III=11' <br />III=III=III- <br />1=111=111-. <br />8•x8• LOUVERS 1I—IIIc <br />'•\ -� : / / � � `\.� � ; / ` I– <br />PROVIDNur w/ 2Ye" soxl/a• <br />E /4 DOWELS IN SET EPDXY N <br />\ / O 18" SIMILAR TO THAT SHOWN IN - - <br />Ft WASHER <br />ORjN E\ m (FOR FULL HEIGHT OF WALL) <br />5/8" ALL THREAD <br />6 <br />4x10 P.T. TO O 24- <br />SAW -CUT (E) CONIC. SLAB, / " o MATCH ELEV. 5/8" HILT) KB -II <br />THEN EXCAVATE FOR (N) / > v OF (E) C8, TYP. (N) 8" CONIC. WALL w/ 7_EMBED. O 24" <br />FTG. - TYP. \ / / O COUPLING NUT <br />A / / (N) 3070 HEAVY DUTY HMD DOOR H 1 ' <br />LOUVERS O TOP AND BOTTOM <br />/ • (E) CONIC. WALL <br />� J <br />8"x8" LOUVERS, <br />TYP. OF 3 //4 HOR. O 12• <br />FOUNDATION PLAN TO O 10 E.W. (VERT. BARS <br />DOOR SPECIFICATION TO BE 2 CENTER R WALL) <br />DOOR SHALL BE STEELCRAFT METAL DOOR OR APPROVED EQUAL, 1 3/4" THICK, VERT. O 16" w 4 <br />SCALE: 3/32" = 1'-0" L-18-4 FINISHED PAINT, FLUSH, WITH PH FRAMES. THE DOOR SHALL BE INSTALLED 5/8"0 A.R. 6" EMBEDMENT N THIS MAY BE BACKFILLED <br />IN ACCORDANCE WITH DOOR AND HARDWARE INSTITUTE PUBLICATION. �` W/ CLEAN SAND OR PEA <br />O 24", TIP. (N) CONIC. FILL • GRAVEL <br />2-/3 MIN, <br />0 <br />CONSTRUCTION NOTES <br />(N) CONIC. FILL BACKFILL w/ NATIVE MATL <br />.. 1. CONTRACTOR SHALL REQUEST INSPECTION OF STEEL AND FALSEWORK 24 HOURS COMPACTED TO 90% <br />m PRIOR TO INTENDED POUR. 2-#3 (E) CONC. SLAB <br />2. CONTRACTOR SHALL POUR CONCRETE AFTER APPROVAL OF STEEL AND FALSEWORK. <br />'0 3. CONTRACTOR SHALL PLACE CONCRETE IN THE PRESENCE OF THE ENGINEER. <br />i� BACKFILL w/ NATIVE MATERIAL T -t / • \ / (E) FOOTING <br />COMPACTED TO 95% \ /-_ EXCAVATION LINE / <br />(E) 10" CONIC. SLAB -q I <br />N4 DOWELS O 12"J•N <br />EDGE OF (E) CONIC. SLAB 10` <br />m - _ •, <br />D _ __ __ _ — _ __ __ 3_q A4 DOWELS O 16" •1 N4 DOWELS w/ SET <br />J 6" EPDXY O 12" O.C. <br />K 8" 8` 8" REVERSE DIRECTION OF BEND 10" BOTTOM OF (N) FTC. <br />F, m i \ / ON ALTERNATE BARS, TIP. SAME AS (E) <br />\ <br />Zi SEE A2 2 AREA. // TYP, REINF. FOR EXT. WALLS TYP. REINF. FOR INT. WALLS <br />N� 7 NEW EXISTING <br />u (N) 10" CONC. SLAB \ / 10^ <br />\ / 4 <br />A \ APPROX. SURFACE (N) CONC. PATCH <br />J O OF (E) CONC. NO. 12 EXTRA HEAVY <br />DUR-O-WALL TRUSS <br />REINFORCING <br />�!F IRON AG TOPPING <br />WHERE SHOWN <br />FLOOR PLAN 4x10 P.T. D.F. #2 <br />2 SEE A� <br />(n SCALE: 3/32" = 1'-0" <br />r. COAT THESE SURFACES w/ WELDCRETE <br />FTI PRIOR TO CASTING (N) CONC. <br />CHIP OUT (E) CONC. DO NOT <br />O QP�GS`1C SEQUENCE OF OPERATIONS: CUT ANY (E) REINF. <br />�H G ft <br />GAMAYO, SANCHEZ 1. SAW -CUT (E) CONC. SLAB FOR THE FOOTINGS.m ��J''</'� COAT THIS SURFACE w/ BOND BREAKER <br />w's & ASSOCIATES, INV. 2. INSTALL REINFORCING IN FOOTINGS. PRIOR TO CASTING (N) CONIC. <br />3. POUR CONIC. FOOTINGS <br />ZRUCTURAL &CIVIL ENGINEERS •CONSULTANTS 4. FORM WALLS AND INSTALL REINFORCING IN WALL, THEN POUR CONC. NOTE: REINFORCING IN (E) WALL & SLAB & (N) SLAB NOT SHOWN FOR CLARITY <br />O {t 555 W. BENJAMIN HOLT DR. #324 5. PROVIDE FORMS FOR THE CONC. SLAB, PLACE REINFORCING, THEN POUR THE SLAB. <br />STOCKTON, CA 95207 6. SAW -CUT (E) CONIC. AS SHOWN IN DET. B - FOR PATCHING DAMAGED CONC. <br />(209) 957-2384 7. PREPARE CONTACT SURFACES AS SHOWN IN B - THEN POUR CONC. B <br />8. DO ALL OTHER WORK, INCLUDING CLEANUP. v <br />PATCH DETAIL 0 TOP EDGE OF (E) SLAB <br />OUNTY OF SAN JOAQUIN NORTH COUNTY RECYCLING CENTER TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No. <br />AS SHOWN Z WALL EXTENSION <br />PLANS AND DETAILS (North County and Lovelace) 5 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />QVP, JCG <br />