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10'-O"(V.I.F.) <br />B <br />3'-6" 1'-8• V.I.F. _ <br />-- (E) 10" CONC. SLAB —1 <br />3/4" CHAMFER TYP, 5 0 24" (E) CONCRETE <br />O EXT/ EDGE OF SLAB N <br />� /5 O 24" _ - - FLOOR SLAB <br />----/r\`� (E) FTG. /^� o NJ <br />` /.. <br />----'-----------.'_\ � \ /— (E) FTG. / � \ � • - � 1 ._.... � ". <br />-------------- \ / \ / % p5 O 24 14 O 18" T&s f III=III=III= <br />_ \ / � 1=III=III=11' <br />k. M5 0 24• — — I I—I I I=I I I- <br />8•x8• LOUVERS II III- <br />-'�•_ \'•�� NUT w/ 214" SOx1/4" �- <br />C PROVIDE#4 DOWELS IN SET EPDXY R - - WASHER <br />\ / O 18" SIMILAR TO THAT SHOWN IN <br />A- (FOR FULL HEIGHT OF WALL) <br />ORjN E / J 5/8" ALL THREAD <br />N 6 - 400 P.T. TO ® 24• 5/8" HILTI KB -II <br />SAW -CUT (E) CONC. SLAB, \ / pi MATCH ELEV. w/ 7" EMBED. O 24" <br />/ > a OF (E) C8, TYP. (N) 8" CONIC. WALL <br />THEN EXCAVATE FOR (N) � � � o COUPLING NUT <br />FTG. - TYP. <br />/ / (N) 3070 HEAVY DUTY HMD DOOR mmI <br />n <br />A \ LOUVERS O TOP AND BOTTOM pi (E) CONC. WALL <br />/ O1 <br />� J = <br />8"x8" LOUVERS, - //4 HOR. O 12" <br />TYP. OF 3 <br />N #4 O <br />1 12" E.W(VERT. BARS <br />R PCFICETONTO BE <br />CENTER OF WALL)FOUNDATION L THICK, <br />X4 VERT. O 16" THIS MAY BE BACKFILLED BSTEELCRAFT METAL DOOR OR APPROVED EQUAL, 1 3/4 5/80 A.R. w/ <br />SCALE: 3/32" = 1•-0" L-18-4 FINISHED PAINT, FLUSH, WITH PH FRAMES. THE DOOR SHALL BE INSTALLED 6" EMBEDMENT W/ CLEAN SAND OR PEA <br />IN ACCORDANCE MATH DOOR AND HARDWARE INSTITUTE PUBLICATION. - 0 24^ TYP (N) CONIC. FILL GRAVEL <br />w/ 2-/3 MIN. <br />c� o <br />CONSTRUCTION NOTES: in (N) CONC. FILL BACKFILL w/ NATIVE MATL <br />1. CONTRACTOR SHALL REQUEST INSPECTION OF STEEL AND FALSEWORK HOURS COMPACTED TO 90% <br />PRIOR TO INTENDED POUR. 2-#3 (E) CONC. SLAB <br />iN 2. CONTRACTOR SHALL POUR CONCRETE AFTER APPROVAL OF STEEL AND FALSEWORK. <br />�f 3. CONTRACTOR SHALL PLACE CONCRETE IN THE PRESENCE OF THE ENGINEER. .. <br />(E) FOOTING <br />° BACKFILL w/ NATIVE MATERIAL <br />i� COMPACTED TO 95% EXCAVATION LINE / <br />h D t~ <br />M (E) 10" CONC. SLAB ---_. <br />4 DOWELS O 12" <br />J�n . <br />8 EDGE OF (E) CONC. SLAB o 10' - - , <br />FTI p4 DOWELS O 16" IN 6" b4 DOWELS SET <br />3-p4 J EPDXY O 12" O.C. <br />o Z 10' BOTTOM OF (N) FTG. <br />8" 8" 8" <br />REVERSE DIRECTION OF BEND <br />ON ALTERNATE BARS, TYP. SAME AS (E) <br />m\ \ / 2'-0' 3-N4 2'-0" <br />\ B <br />REPAIR AREA, TYP. REINF. FOR EXT. WALLS TYP. REINF. FOR INT. WALLS <br />u � � � /� <br />a SEE 2 2 <br />J L 3/6"=1-0. <br />NEW EXISTING <br />o (N) 10" CONIC. SLAB /. 10" <br />A APPROX. SURFACE (N) CONC. PATCH <br />NO. 12 EXTRA HEAVY <br />p DUR-O-WALL TRUSS <br />?3 `O REINFORCING <br />OF (E) CONIC. <br />IRON AG TOPPING <br />Ai WHERE SHOWN <br />FLOOR PLAN 4x10 P.T. O.F. //2 � <br />2 SEE (� <br />N SCALE: 3/32" = 1'-0" ' <br />O 1 ` <br />:L1 <br />D r. COAT THESE SURFACES w/ WELDCRETE <br />PRIOR TO CASTING (N) CONC. <br />m <br />CHIP OUT (E) CONIC. DO NOT <br />QPOF GKw._ SEQUENCE OF OPERATIONS: CUT ANY (E) REINF. <br />_T1PCO ti�N O GAM F ©GAMAYO, SANCHE1. SAW -CUT (E) CONIC. SLAB FOR THE FOOTINGS. COAT THIS SURFACE w/ BOND BREAKER <br />m " �y 90 J ASSOCIATES, INC.V2. INSTALL REINFORCING IN FOOTINGS. PRIOR TO CASTING (N) CONC. <br />a 3. POUR CONC. FOOTINGS <br />NO. 1682 <br />Z STRUCTURAL & 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 />555 W. BENJAMIN HOLT DR. #324 5. PROVIDE FORMS FOR THE CONIC. SLAB, PLACE REINFORCING, THEN POUR THE SLAB. <br />STOCKTON, CA 95207 6. SAW -CUT (E) CONC. AS SHOWN IN DET. B - FOR PATCHING DAMAGED CONC. <br />G (209) 957-2384 87. , DOEALR OTHER CT SURFACES AS SHOWN IN=THEN - THEN POUR CONC. B <br />3 a"=1•-0" PATCH DETAIL 0 TOP EDGE OF I-1 SLAB <br />COUNTY OF SAN JOA UIN AS SHOWN <br />COUNTY RECYCLING CENTER TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No. <br />Q Z WALL EXTENSION 5 of 6 <br />PLANS AND DETAILS (North County and Lovelace) <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />QVP, JCG <br />