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U) <br />3 <br />tn <br />rn <br />N <br />N <br />0 <br />0 <br />N <br />0 <br />rn <br />o) <br />N <br />0 <br />0 <br />Ln <br />z <br />U <br />Li <br />0 <br />6" clear <br />(TYp•) <br />p,,, .,WV. -- -- - / <br />T.,r. .•.f nnnnrnin 971 1 1 i %' <br />5 ® 8" O.C. <br />TYP•) <br />'TYP® 9" O.C. <br />I•) <br />171 <br />o n- <br />1 /2" 0 x 3" headed <br />stud ® 3'-0" O.C. <br />weld in place <br />SECTION <br />SCALE: 1/4" = 1'-0' $1 <br />L- 2 1/ 2" x 2 1/2" <br />x 3/16" <br />See Section e <br />s1 <br />#5 ® 16" 0. <br />'16" O.C. <br />1'-0" o• <br />#5 LJ rebar <br />SECTION <br />DETAIL DETAIL <br />SCALE: 1/2" = 1'-0"1\�1 SCALE: 3" - 1'-0" $i SCALE: 1/2" = 1'-0" $1 <br />L 2 1/2" x 2 1/2" <br />Top of AC paving x 3/16" <br />(2) 0 9 1/2"=19" 1,-0. #5 <br />(TYP) TYP #5 #5 ® 8" O.C.—� <br />a o <br />8 J bars #8 rebar <br />5" p Typ.) a o <br />(TYP•) <br />1 � <br />Li <br />_4" ,. . � #5 ® 16" O.C.- <br />S1 (Typ.)bT <br />.71 t7l <br />#3 ties (2 sets) <br />i <br />-177 ) #3 ties #5 ® 12" O.C. <br />R3yp.) <br />#5 ® 16" O.C. <br />SECTION <br />SCALE: 1/2" = 1'-0" Si <br />(8) #8 column rebars (vertical) <br />2 1/2- <br />(2) <br />/2"(2) ® 9 1/2' = 19" <br />. a . <br />0 <br />�— 2 1/2" I <br />(2) ® 9 1/2" = 19" <br />SECTION <br />SCALE: 1/2" - 1'-0" S1 <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this plan/drawing. Any change to this <br />l lan/drawing must be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance. <br />#5 <br />#5 ® 12" O.C. <br />1 1/2" clear (Typ.) <br />10 CL <br />pool - <br />1 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />`j <br />5 P6/ <br />G j <br />REV <br />DATE <br />DESCRIPTION <br />JDWN B <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY KIT CHK BY ' 0 " <br />BER 1991 DES BY SFll APP BY <br />EM(on- <br />Associates <br />N <br />I <br />N <br />Apron <br />AC paving <br />See Drawing C2 <br />NOTES: <br />1. Concrete to have a minimum 28 -day compressive strength <br />of 3000 psi. <br />2. All reinforcing steel to conform to ASTM 615, Gr -60- <br />3. Minimum cover on reinforcing steel is 1 1/2" except for <br />base slab face cast against earth which is 3". <br />4. All concrete work to conform to the requirements of <br />ACI 318-89 and ACI 301-89. <br />5. Anchor bolts shall be Capsulanchors, 'Parabond' or <br />or equal, size and location as recommended by vendor. <br />6. Scale vendor to provide access door through scale deck. <br />Door is to be located at centerline of scale. <br />7. Dimension dependent upon scale deck design: <br />(a) Steel deck = 1'-2 1/4" <br />b Concrete deck = 1'-4 1/4" <br />8. Verify all dimensions with scale vendor. <br />9. See site plan for location of scales. <br />10. Prior to pouring concrete, see vendor drawing, mechanical <br />drawing, electrical drawing and grading do drainage drawing <br />for possible embedments to include sump drain. <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />70 -FOOT SCALE FOUNDATION <br />PLAN SECTIONS AND DETAILS <br />DRAWING NO. <br />S1 <br />PROJECT NO. <br />939-02.43 <br />RECORu uKAwinu <br />