|
Chamfer
<br /> 6 6 10 10 wire mesh reinforcement
<br /> Restore Existing 1/8"/ft slope
<br /> Ground Level
<br /> VNEM/Ozi
<br /> r•r•:•:•:•l•r•l:r•:•r:••:r•l .'•.l:l•r:r.r•r.r•r::•rY•.••r:r:1:J•:•r:J.J:.'•r:t:f::•1•r:J:
<br /> SyStif}};'•••:::1~ryJ:l:::r~fl::::r�r�'.•::::::�r~J•'•::'r�r~r:r:':r:l�•r�r,l~lti::r�%f�l�.:J� ...0
<br /> �e�•,.=.:.ti''.y..,•y.y."y.y y.v.S..,.yy.S.L�L,L•ti�L�•.�•.�L�S•L•S••,•S,S.L�L,y.�y.L.y.•y ..
<br /> •f::•.'.a:a:'J,:•:'.':•: rs.".r'r'.•r•.:..rv,yr^rsrsJ• J,r• C�
<br /> •••fir~.iJ�J�iJii~i l�i'•. w ..:1�••ti,i�^•�1.•.•1:Y1�5n•�i:1•L.L.1.y.y.'yY{i..,.1.M1+...1.•.•
<br /> J•rY•.•? r•:•: j
<br /> L ti,ti,�,ti.ti,ti,ti,ti,ti,ti,-.,y, ti.�.y.ti.ti.ti.•,.ti.1.1.y. .�.S.ti••i•%..L•:•Y1•L• 1.1•-.•.
<br /> U f�..f,,.r•r.J,.•.....r.:..•.:•r.r.r.r.r•r.r.r,r.:.r.r.:..•.r;{.r.:...:...r•::;.•r r.r.r,f;r;r.r; 00
<br /> y,•,."•. .S•.•.,•L y.y..,.L••,•S.S.S•L...�,.Y;•L�.•ti.ti.'t•L..�.S.Yti.ti•.••5...•,•..••.S•L....•.L•
<br /> r;r•r.r•.•r.r•r•r•.••r•r;r;:•.•;r;r;r;:;:;r;:,r;.•:,:,:,r,r;.;r;r,r,:,:,r•J•:•:;:•:•:•r•rYYY•
<br /> � •••y.yJy._•••y:yjy.y.•
<br /> � .;•;r.r.:.. r•r•r•r
<br /> L•L•L••.•L•L-S•
<br /> r:::r•r•:•r•ra•:
<br /> y..,.L.L.y.y.y.y.•
<br /> L L•L�S
<br /> Filter fabric
<br /> ! 4-inch crushed stone fill
<br /> #3Rebartied ,12-inch
<br /> Continuously
<br /> Compacted Subgrade
<br /> D1 1A SLAB TERMINATION (Not-to-scale)
<br /> 1/2-inch expansion joint with filler
<br /> �.L•••••,•L.L•L....y.y..,••'.1• .,,... . -,; r.r.:.:•r.r.r•J•r..•;.••J.r.r".•r.J.r.r;t•
<br /> •1'.J.J,:••••JY,r•r;:•••,::r•r.:;r•:.r;l.r,•""J'..L:;• 1;.•ti! •{.L.S..•".,.y.L•S.S.L•..t LS.. .,y.L.y ••L.{..�.�•{:ti.L.T•.:,••
<br /> • y,L,y.•.�..5�„S•..y.. .•�.�5.,••,.,.•.S • L. . r•r•r••..'r,r.r.r.r' S.r:r.r.••rY::::;r•r;r.t•:;:•r•l•:
<br /> •`:•r•:+J•:r•.•r•J•:•:•: . JY•:•:•.•t:l:J::.•r•.•r':•: ”•:,.y.L•S:S:L.L•L•y'S'S:L�L'L,L.S:S�•;�L•S•.•S•;AL'S•••L�ti�L'•
<br /> 4''S L S S••.K•L•L,S"�::.�!.�L•,S�'S L Sti 4 L S•••• j'},J. r r .•••JYa� r J .;r;r••{,.•r r r
<br /> rL S L S•::•:•'[• 5'.
<br /> ,,'°k..'�'�f431 �t. .� 1;l�a�W?�ft.`�- 1� r49�6e dry yJt ••�f;rjr�C.7;r�JL.;':'.iS.1, T''2�L:11:f:'.•�.LJLJ S'd ''
<br /> ':''.%L•S S .S•S S L •4•L•••S•L�•;S S S L S r•:•::r=:•r•}:rYY•.••••::r;r • r:r•r•••rYYY r J �
<br /> r • '••••
<br /> •1•r•:.:.r•l:l•r:.:.:.r::'r':.:.:,r•....:.1•t.:.r•r•:.r.:.:":•l ti.y,L.y'y.yy.1'y'S••.,�•L•..'.::.L•L•.,'.,•y.ti•L„L'S•.�L.L•S'L:..•L ti•
<br /> S Lr.•'.•S•L.S.S•,•',.ti.S...•••.•..y.1.ti....•...'n..'ti....•..L.y.ti.•,..,.y.•.. r r•r.J.r':'rsr•r•:•:r r•r•J,r•r•r•r•r•:;r•r•J'r•••:•:Y•r•r••'
<br /> r.J•r•r•r•J.r•r•J.r;J•r•r.:;J; :•:•r;:•:.:•r•:,r,r•:•r•:,J :,.L•S,L.S'L••.•L•L•L•S•'••L•L•L•L•:•S•:•L•S•••S•L L•S•'••S•L•LA•••••.
<br /> Y 1f_M
<br /> 111.11 5
<br /> Existing Slab Proposed Slab
<br /> D1 1B EXISTING/NEW SLAB TIE-IN JOINT(Not-to-scale)
<br /> ORANGE COUNTY
<br /> SOLID WASTE MANAGEMENT DEPARTMENT
<br /> LDA4�� X044
<br /> O' r�
<br /> 17 52
<br /> e
<br /> or�� Cate
<br />
|