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o <br />D <br />m <br />m <br />! EXISTING CONCRETE SLAB --. <br />EXISTING FOOTING ^ EXISTING FOOTING r <br />0RSN <br />SAW -CU <br />SLAB, TI <br />NEW F0( <br />FOUNDATION PLAN A <br />SCALE: 3/32" = 1'-0' <br />PROVIDE p4 DOWELS IN SET EPDXY <br />O 18"SIMILAR TO THAT SHOWN IN <br />e(FOR FULL HEIGHT OF WALL) <br />;N) 3070 HEAVY DUTY HMD DOOR <br />N1 LOUVERS O TOP AND BOTTOM <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 INSTALLED <br />IN ACCORDANCE WITH DOOR AND HARDWARE INSTITUTE PUBLICATION. <br />CONSTRUCTION NOTES <br />1. CONTRACTOR SHALL REQUEST INSPECTION OF STEEL AND FALSEWORK 2 HOURS <br />PRIOR TO INTENDED POUR. <br />2. CONTRACTOR SHALL POUR CONCRETE AFTER APPROVAL OF STEEL AND FALSEWORK. <br />�). CONTRACTOR SHALL PLACE CONCRETE IN THE PRESENCE OF THE ENGINEER. <br />REPAIR AREA, <br />SEE@// \ <br />2 <br />NEW 10" CONC. SLAB <br />FLOOR PLAN <br />SCALE: 3/32" = 1'-0" <br />Q?'OF ES S/ON <br />�\N c Gq <br />co j �-L�o9O Z <br />w No. 1682 m <br />EXP.3/3V05 ©GAMAYO, SANCHEZ <br />q �\� & ASSOCIATES, INC. <br />STRUCTURAL & CNIL ENGINEERS " CONSULTANTS <br />555 W. BENJAMIN HOLT DR. #324 <br />A STOCKTON, CA 95207 <br />(209) 957-2384 <br />COUNTY OF SAN JOAQUI <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Q.V.P., J.C.G. 3/04 y,);.G. 3/04 <br />4x10 P.T. D.F. p2 <br />SEE(q <br />SEQUENCE OF OPERATIONS: <br />3/4" CHAMFER TYP. O <br />EXISTING EDGE OF SLAB <br />10'-0"( V.I.F. ) <br />3'-6" t'-8" V.I.F. <br />p5 O 24" <br />p5 O 24" <br />2 <br />EXISTING CONCRETE <br />_ - - FLOOR SLAB <br />p5 O 24" p4 0 IB" Tae <br />L#5 <br />III—III—I I I= <br />- <br />0 24" <br />1=1 11=1_I 1=1 <br />III=III—III- <br />__ <br />- - <br />8"x8" LOUVERS <br />NUT w/ 2111" SQxt/4" <br />R WASHER <br />5/8" ALL THREAD <br />' <br />4x10 P.T. TO <br />O 24 <br />�i MATCH ELEV. <br />w/8" HILTI KB -II <br />... OF EXISTING <br />NEW 8" CONC. WALL <br />/ 7" EMBED. O 24" <br />* I C8, TYP. <br />COUPLING NUT <br />M <br />�j S <br />5/8"0 A.R, w/ <br />6' EMBEDMENT <br />. EXISTING CONIC. WALL <br />O 24", TYP. <br />p4 HOR. O 12" <br />ry <br />p4 O 12" E.W. (VERT. BARS <br />TO BE O CENTER OF WALL) <br />p4 VERT. O 16" <br />NEW CONCRETE FILL <br />THIS SHALL BE BACKFILLED <br />TO MATCH THICKNESS <br />NEW CONIC. FILL <br />W/ CLEAN SAND OR PEA <br />j OF (E) SLAB <br />TO MATCH THICKNESS <br />OF (E) SLAB <br />` GRAVEL OR CONCRETE <br />2-p3 AS <br />h SHOWN <br />BACKFILL w/ NATIVE MATL <br />SEE COMPACTED 70 90% <br />SEE NOTE 1 <br />NOTE 1 <br />TYP. <br />EXISTING CONIC. SLAB <br />E NATURAL `` <br />GRADE <br />- ` <br />• <br />NATURAL GRADE <br />\\ <br />/ SHOWNAS 2-p3 AS \ <br />\ <br />/ <br />BACKFILL w/ NATIVE MATERIAL -� T'�, <br />/ SHOM <br />EXCAVATION LINE <br />HH <br />/ <br />COMPACTED TO 95% <br />�- <br />0V <br />p4 DOWELS O 12"JAN,. <br />"' FOOTING <br />j <br />�I SEE "FOUNDATION <br />0"YNOTES"ON <br />SHT. 63-p4 <br />p4 DOWELS O 16" i <br />DOWELS w/ SET <br />M6' <br />OXY O 12" O.C. <br />e" <br />REVERSE DIRECTION OF BEND 1O"TTOM <br />A,- <br />OF NEW FTG. <br />23-H <br />ON ALTERNATE BARS, TYP. <br />-J <br />ME AS EXISTING <br />NOTE:1. WIDTH <br />OF <br />CUT AT CONTRACTORS OPTION, TYP. <br />1 TYP, REINF. <br />FOR <br />EXT. WALLS TYP. REINF. <br />FJR <br />INT. WALLS <br />NEW EXISTING <br />APPROX. SURFACE NEW CONIC. PATCH <br />OF EXISTING CONC. NO, 12 EXTRA HEAVY <br />DUR-O-WALL TRUSS <br />REINFORCING <br />IRON AG TOPPING <br />WHERE SHOWN <br />Rx <br />1. SAW -CUT EXISTING CONCRETE SLAB FOR THE FOOTINGS. t. COAT THESE SURFACES w/ WELDCRETE <br />2. INSTALL REINFORCING IN FOOTINGS. PRIOR TO CASTING NEW CONC. <br />3. POUR CONC. FOOTINGS CHIP OUT EXISTING CONIC. DO NOT <br />4. FORM WALLS AND INSTALL REINFORCING IN WALL, THEN POUR CONC. CUT ANY EXISTING REINF. <br />5. PROVIDE FORMS FOR THE CONC. SLAB, PLACE REINFORCING, THEN POUR THE SLAB. <br />6. SAW_ CUT EXISTING GONG. AS SHOWN IN DET.e FOR PATCHING DAMAGED CONC. COAT THIS SURFACE w/ BOND BREAKER <br />PRIOR TO CASTING NEW CONC. <br />7. PREPARE CONTACT SURFACES AS SHOWN IN DET, e2 THEN POUR CONC. NOTE: REINFORCING IN EXISTING WALL & SLAB & NEW SLAB NOT SHOWN FOR CLARITY <br />8. DO ALL OTHER WORK, INCLUDING CLEANUP. It'rJ, <br />PATCH DETAIL AT TOP EDGE OF <br />'-0" EXISTING SLAB <br />NNORTH COUNTY RECYCLING CENTER TRANSFER STATION TIPPING FLOOR REPAIR <br />AS SHOWN Z WALL EXTENSION <br />PLANS AND DETAILS (North County and Lovelace) <br />CHECKED DATE APPROVAL RECOMMENDED DATE <br />G.R.G. 3/04 <br />Sheet No. <br />5 of 6 <br />