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Q w <br /> a CL <br /> pJ J a t7 Construction Joints <br /> w„ Z Z (Detail D-2/A) <br /> co W Control Joints } <br /> W (Detail D-2/13) H W Existing/New Slab Tie-in Joint <br /> v� X <br /> Q W (Detail D-1/13) <br /> X v <br /> W <br /> }'• '}l}r:f}.�•:•111\.t"1S~lRrti,:r:. r}l:l ril�f.•1~J r:}f:l}':l�l:r�:r�r}l <br /> R. �R•\•L.\•R•\ R•\•L.•,.R.\.R•L•L \.R•R••.•\•L•L•R••.L S ti ti R•L•.•\• <br /> : r•r•HH.• r•:•:•:.r•r.••: :i.HHH:•Hr•r., l::•:•r <br /> ' ::•YYyL. jjf!{.R•\.R.L.YR.Lr} r.ftir�ti;}J:ir�'�i:f�=r~':�::rR•i :itii <br /> i• r-r•J.J..•�•:•HHH:•d.f• YY\•\n L.R.-..L.L• <br /> L;} •R•R•'..R•\•R+LK•L•R•\•R•R•YLA -L.R.R. YYR.\• <br /> ?'Hr•r`r•HJ •J•:.l•HHl.J•H Hf•r.Nl\�\K,R �\�R��R:•.i•+l.l•I'•r <br /> R.YL•L•\•Y };\•r•Y 1•Y4L•R.L `•i•L;R fLf r.r.�'. 1•d.r.r•1`a'•r•:ti J,! <br /> •1`}f r•HHr•r•l• r•f•:.l•Hr•. J.r•.• .•• R•R.R•R•R•\•R`R;L• <br /> .L. M\•R.\.•.• �+.•;\;R,...L;YR.\.R 1•R.R.L•L••r1�}f•1••.r�l.r•J,.r{r,�,r <br /> ..••. l r r I t r r• r•r•r r r <br /> ;'i�.P..F{A��f�,�'L'�{Ji!`:•, ��',�L�I��iSE�Z'[�'ti'�f�:' <br /> .r.Hd HHr H r r r:Hr r r f•. !•:.H. r.r r d f fv Hr r r r <br /> 0 .l}hJ ••HLrL�rNy_L 5'L Rh irRr\R1�:. Mtr~r1.r}IRrLrLJL�d\rLJR R Rr\�RJ r <br /> M .:}.}.}.tir r}rtiF�rjR•�Li-i-JRrRrLr\rtii':. }i}I':r:. r~r~i R 1}S}I r:'�;rrR R; <br /> PP.. <br /> •R.•..R.\H•\•.L•`•.L.R.R•R.R.L.YL.i.\•R R.L.\.R.R.1\.L.\•L;R;RK.R.\.\.i.R.R' <br /> r.HJJ•r•J•r rf•f•d•J•!r•r.J I•r•J•I•r•.4•rM•. r•HH1..••:•f. <br /> {•\.YR•L.R•\•L•R• i y•R•Y{•YL•� }.R•YR•YL.\.Y\ H:L.R.L.\•S•1•R•\• <br /> .r.:•d•r.f.l+J•JM�f Hl.l.Hr.J I•f•HJ•Hr•r+H fN•r•J•J•J.f•r•r•r <br /> \•L•L•\.R•\.Y\. {:{:R`\•YYYYL •#\.YYR•\•YR•L. S•R•L•R.\•\•L•\• <br /> .;�•`Nfir J{;��ti+{f�S1 1 5.:�.••.:ti.{�{:•.. LfLtR�:dYJ.•f1J1,1r JRl�Ml`i�{�RaR•L•..• <br /> H�Jjrtit•l:J•Hf .�l�d�J•:�J�f�l� �r�l�1:J:l�l+r• •d:r.d•r.J•l•HHr <br /> 35 ft 35 ft <br /> Slab Termination <br /> (Detail D-1/A) <br /> Notes: <br /> 1- The concrete pad is to be poured in two phased to accommodate for recycling activities. A minimum of 14 days is required <br /> between the two pours for curing. <br /> 2- Provide a minimum 1/8"/ft slope to allow for drainage towards the front edge of the slab <br /> C1 1A PLAN VIEW(Not-to-scale) <br /> ORANGE COUNTY <br /> SOLID WASTE MANAGEMENT DEPARTMENT <br /> ®�paSte' eaghA <br /> r <br /> u sz <br /> 6 <br />