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10'-0-( V.I.F.) <br />V6 VA 2 <br />1'-B• V.I.F. _ <br />I EXISTING CONCRETE SLAB -� <br />3/4- CHAMFER TYP. O - - <br />E '9 /5 O 24' G CONCRETE <br />EXISTING EDGE OF SLAB FLOOR <br />#5 O 24' _ FLOOR SLAB <br />_ _ _ _ _ _ _ _ _ , \ EXISTING FOOTING , �• ti , - <br />F \ EXISTING FOOTING <br />V- -----_ -_---.--._-- / <br />�, \..� f ,// / •'\ \.-\ / % v N5 O 24' /4 O 18' Th8 I 1 1=111=1 11= r <br />- - - - - ----- - <br />"\`%%% ; \ _ --\`/ ' , i-111=III—II <br />05 o 24• __- 111=III=III- <br />ter, � ; \•.\ •�` � / : / ,/ � \••�_\� `� / � - / - - e-xa• LOUVERS 11 I II I II I <br />\ \'•� / / ' / �\� \ \_ •-J, / / NUT w/ 214" SOxl/4' <br />R WASHER <br />C -- PROVIDE /4 DOWELS IN SET EPDXY <br />O 18' SIMILAR TO THAT SHOWN IN <br />6 \ ej (FOR FULL HEIGHT OF WALL) 5/8" ALL THREAD <br />4x10 P.T. TO O 24' <br />` \ o 5/8- HILT KB -II <br />/ / I MATCH ELEV. <br />SAW -CUT EXISTING CONC. Y OF EXISTING NEW 8" CONIC. WALL / P EMBED. O 24' <br />SLAB, THEN EXCAVATE FOR / ' * of C8, TYP, -COUPLING NUT <br />NEW FOOTING, TYP. / / in <br />(N) 3070 HEAVY DUTY HMD DOOR i 5/8'0 A.R. w/ <br />LOUVERS O TOP AND BOTTOM a ` 6' EMBEDMENT - EXISTING CONC. WALL <br />8•x8- LOUVERS, O 24-, TYP. <br />TVP. OF S 1 \ ` �/ _ <br />y4 HOR. O 12- <br />N /4 O 12• E.W. (VERT. BARS <br />F O U N D A T I O N P L A N DOOR IE TION: TO BE O CENTER OF WALL) p4 VERT. O16- <br />THIS SHALL BE BACKFILLED <br />DOOR SHALL BE STEELCRAFT METAL DOOR OR APPROVED EQUAL, 1 3/4- THICK, .. NEW CONCRETE FILL <br />A L-18-4 FINISHED PAINT, FLUSH, WITH PH FRAMES. THE DOOR SHALL BE INSTALLED TO MATCH THICKNESS NEW CONC. FILL W/ CLEAN SAND OR PEA <br />SCALE: 3/32" 1'-0' IN ACCORDANCE WITH DOOR AND HARDWARE INSTITUTE PUBLICATION. OF (E) SLAB TO MATCH THICKNESS GRAVEL OR CONCRETE <br />OF (E) SLAB <br />2-p3 AS <br />SHOWN BACKFILL w/ NATIVE MAIL <br />CONSTRUCTION NOTES: COMPACTED TO 90% <br />1. CONTRACTOR SHALL REQUEST INSPECTION OF STEEL AND FALSEWORK 244 HOURS SEE NOTE 1 SEE <br />PRIOR TO INTENDED POUR. TYP. - NOiE 1 EXISTING CONIC. SLAB <br />2. CONTRACTOR SHALL POUR CONCRETE AFTER APPROVAL OF STEEL AND FALSEWORK. - <br />e 3. CONTRACTOR SHALL PLACE CONCRETE IN THE PRESENCE OF THE ENGINEER. ' <br />•. <br />iGRADETURAL <br />COMPACTED s pp - NATURAL GRADE <br />\\ / SHOWNAS 2-i3 AS \\ / <br />BACKFILL NATIVE MATERIAL �_,. / EXCAVATION UNE <br />SHOWN <br />D w'/ ` <br />c � D TO 45X <br />z , <br />o D IR A R A TO IN - EXISTING <br />I/4 DOWELS O 12' ,i r FOOTING <br />8 o _ <br />-n ED E T C C. L SEE -FOUNDATION J� - <br />NOTES' ON SHT. 6 <br />I{4 DOWELS O 16' Ivry _ /4 DOWELS w/ SET <br />fTl 3-y/4 6 EPDXY O 12" O.C. <br />9 y. <br />Z S. 8- N'— REVERSE DIRECTION OF BEND t0•8-B'BOTTOM OF NEW FTG. <br />2SAME AS EXISTING <br />- r r \ \ ON ALTERNATE BARS, TYP. <br />2'-0- 3-/4 2'-0' <br />NOTE: 1. WIDTH OF CUT AT CONTRACTORS OPTION, TYP. <br />REPAIR AREA, / <br />a <br />SEE <br />e J>/ �� ��\ 1 TYP. REINF. FOR EXT. WALLS TYP. REINF. FOR INT. WALLS <br />2 v 3/8"=1'-0- <br />J <br />NORSH 7 NEW EXISTING <br />NEW 10' CONIC. SLAB \ / 10 <br />/- <br />\ / 4 <br />1 \ \ �� APPROX. SURFACE NEW CONIC. PATCH <br />OF EXISTING CONC. <br />J... � NO. 12 EXTRA HEAVY <br />o DUR-O-WALL TRUSS <br />FLOOR PLAN ��� ?J'� REINFORCING <br />o• <br />I!i F. IRON AG TOPPING <br />SCALE: 3/32- - V-0' � WHERE SHOWN <br />400 P.T. D.F. p2 <br />h <br />SEE e <br />NEs <br />Com"" <br />P C . <br />;c !ICA1N SEQUENCE OF OPERATIONS: �. <br />Jil 1. SAW -CUT EXISTING CONCRETE SLAB FOR THE FOOTINGS. COAT THESE SURFACES w/ WELDCRETE <br />.�( J <br />02. INSTALL REINFORCING IN FOOTINGS. - PRIOR TO CASTING NEW CONC. <br />Na, 1682 z 3. POUR CONIC. FOOTINGS <br />rn CHIP OUT EXISTING CONIC. DO NOT <br />4. FORM WALLS AND INSTALL REINFORCING IN WALL, THEN POUR CONIC. CUT ANY EXISTING REINF. <br />5. PROVIDE FORMS FOR THE CONIC. SLAB, PLACE REINFORCING. THEN POUR THE SLAB. <br />r EXP. 3/31/09 ; GAMAYO, SANCHEZ 6. SAW -CUT EXISTING CONIC. AS SHOWN IN DET.e FOR PATCHING DAMAGED CONC. COAT THIS SURFACE w/ BOND BREAKER <br />f'l ,� _ PRIOR TO CASTING NEW CONC. <br />S v J & ASSOCIATES, INC. <br />- - - -- __- -_. __ F _ --W _-- -----NOTE -: REINFORCING IN EXISTING WALL k SLAB k NEW SLAB NOT SHOWN FOR CLARITY <br />0 /Q/ I 0 - STRUCTURAL B CML ENGINEERS •CONSULTANTS ---�-pREPA'RECONTACT -SURFACES AS SHOWN IN DET. y MEN POUR CONIC. - <br />V CT `� 555 W. BENJAMIN HOLT DR. x'324 <br />O '� STOCKTON, CA 95207 B. DO ALL OTHER WORK, INCLUDING CLEANUP. 2 PATCH DETAIL AT TOP EDGE OF <br />/ (209) 957-2384 <br />V 3 4-=+.•—o- EXISTING SLAB <br />COUNTY OF SAN JOAQUIN NORTH COUNTY RECYCLING CENTER NORTH COUNTY RECYCLING CENTER AND LOVELACE Sheet No. <br />AS SHOWN Lq SL ANDTDETAIILS TRANSFER STATION TIPPING FLOOR REPAIRS 5 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED DE <br />ATE <br />JCG (c�rt,u� 'haw foh�ae� `� c G �� ' 7 <br />