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1 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />^. <br /> <br /> <br /> <br />1 <br />t <br />1 <br />1 <br />I I I I I l l' I I I\ I / 111 l i1~1 1\'\ '\\ <br />/ l1 I I II II I .iii <br />1 1 l 11 / l l I I I I I ~\ i 1~/ /II ~~ i ~ i i l 11 II II 'll \\ \ ~,\\ \\ <br />~ / I I 1 1 I I 1~ 1 \ \\ <br />~ /'\// /I / // Ij ~1 ~j / ~ lo, l~ \ 11 1 \ \ <br />' / b' / ' / / /' / // ~II'll ~1~' ~ I / I I .~Op ~ I ' ' / I ' I '1 I <br />/ ~ // / / I I ~ I i I i , I , I II , \ I\ <br />i/ i// ////IIIII /1 I l o I,/ 1 1 1 \' 1 <br />~ ~;'; p0 // ~~:' ; j;;~, -i it l ; I I ; II I I , , 111 1 1\ I11 <br />~~i/b b4 /~ i//.' l~l ~~ 1 I I I I I \ 1 II 1 111 <br />. // b i/ // . ilCl 1 1 \ 1 I <br />j ~i/~~ / ~~bbOO' ''/ ~ ~ fll~ ~ ~ 1~~ \ 5~/~ I, r /~~ ~/~1 .~~~/~GF I <br />Q25 ~'~ /~/~/'i'~~~ ~~~/ll 1 ~ ~ ~~~~Y^ '1 i'I I <br />/ . i r II ~ I I I I <br />37 ~ i r~,:~'b~° ,/;/In ,,' ,_ I_/ / ~1 p / ' l III l <br />I ~ I I I ~~\\\ \ \~ \ ~ I 11\' li Id /, <br />I~~"v~~~~\ \ I I I <br />1 I l / / I I I I I ~ I 1 11 1 \ \ \ \ \ \ \ ; ~~ ~ ' \~ \ \~ ~ \ NA~I~~fl~Qt/~ <br />I I I I I \ \ \ \ \ \ \ \ ~ ~ F / 1 \ <br />-. .IIII / .I III III \ 1 1 \\ \\\\\ \ \ s \ \~. <br />I I I I~ I l i I 111 1 \\ \\\\ `~\ r\ <br />I I 1 I I I I I I II ~ I 1 \I\ \\ \\ ` \\ \` / \ Q`~\ <br />IIII 11 \' III \ I I, I ~i 11 1 .1, ~1' 'ICI \\\ \\\\\\\\\\\^. ~~'pry' \`\~.\ <br />11,1 ~ 1 1 \ \ 1 1 II 11 \ \\ \ \\ \\\ 7 \`\\\ <br />I\11 \ 1 ~ 11\\ `\` \\ ~\ I IIII 1 1 \ \\ 1 \ \\ 1 1 \\\\\\\ ~\C~ i 90 J \\`~~~, <br />\ 1 1 I\ 1 1 \ \ ~ \j~ <br />1'I\II \\~\ \ \ \ ~ \ I 1 \I \\11 \\\\\\\\\` ' `\\\\\ <br />\ ~\ \\\\, II II I I 1 I \ 11 111 1\ 1 \\ \\ \\ \\ \\\ \~ t` ~' \\\\\ <br />I ' 1 \ \ 1 \ 1 I 1 I \\ \ `\ \ \ \ \\~. ~ ~ \\1 <br />1 1 \\ 1 I I 1 I 11 1 1 \1 11 \ \\ \\ \ \. . \~ \\ <br />I ~ 11 I \, \ ,, III I 1 11 1 I1 \ \ \\ \ \ \ \ \~~~' _rc111 1 <br />I I , 1 ~ I I 11 I I I I 1 1 \\ \\\\ <br />~; , <br />,, . <br />HR-4 NOTES <br />1. HW/D = 1.60' <br />HW = 4.00' <br />2. Skew angle(50"Jto centerline. <br />3. Save lar>?P~ree North of entrance <br />and remove chips as required for <br />construction. <br />4. Divert road ditch runoff into <br />entrance and protect ditch as <br />required with asphalt paving. <br />5. - Ex1t_ into nasl~ral ,channel well <br />stabilized with rocks. <br />6. Culvert included on Basin Master <br />Plan. <br /> <br /> <br /> <br /> <br />0 o.n rrcrrou n <br />PRELIMINARY CULVERT ~r NH <br />I~R-4 W /~~=50' <br />DESIGN t` <br />// B <br />_ <br />~ _ <br />~ <br />SNYDER QUARRY ACCESS RIQUARRY ACCESS SAD 'P •, GO <br />CORRECTIVE A <br />CTION PLAN REVISION <br />I <br />Oberin9, `~urth8!]SSOCi,~tes <br />Conwhm9 C,.~il En9~neer. <br />Rrgnlered land Surveyon 89002. <br />QQ3 <br />loll u~r.n b.ar <br />c.lo..a. s>r~n9.. c.l...a. sovo7 <br />VAnne 17191 371~6R00 <br /> <br />D ~a-~ ~~ <br />