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<br />Ji' <br />l.~ <br />_J <br /> <br />\ <br /> <br />//,'f .....".., V MESSA .- -' j.-{ I <br />':{2' II, .\\ ::;"!--~ ;: <br />!-.:{';"",.f-~O" . \~. " ' "".1,!, !t <br />1:\ .... --..:.....~i:-r ~~, \ .... .... -- "',~.' <br />'-':1, :I!...' .._--.~;,.I." '.~' ''-:''. . ' .' CASTL! <br />. . ~ ./j.....)'--,~ /'i:~/;' ~ ~i'"",-. ~ , <br />;[if.'/\j',~' '~j-) :t! r- -4:r / o~~ '~~ <br />,':..;'i~ ;," '.. \, .:~ --....... <br />if' ~',.,..1\~ ", ~'~ . .,.., r~' 4 <br />"'/:)"Iiil, ,r:!i' " - ~ I ._U." <br />/. "7' " <br />'.....:/,'/, " ~ .\ ~ ~.. ~~. ~ - . ~ <br />....t... J.'.II ... :f:..' ,\.; ...,.... ...".,..t,\ - :- ,. __ --.....-. <br />I.., . "-'_ ';' 'f \; \ -" ,/':J ( . /' .t: <br />.... /:' .. ..., \t.... \' ::$';?\;~ l":Fj. ,''\ :( \~ j <br />L tror ~'r'~~:\1 ~ h,. .... 'tl.t____ <br />\""~' 'I ( >>"" j. "" , - -. <br />)',1 j ~ /I"r 1. .. t ~-...~:~ I I'. ;!; :..>.,.., -...0::. ~- - <br />T' .. ,_ ' ,fiI~;i <" .1;'-' ,c ,-.j/""'/ ~ : .--;:;... ~-_.. '/- .., <br />II,' ~_~j...,V;0r...",,- L y...... . <br />(" . . I 1,1,' :'~i0.,!,. J. <~ '\ "''f' .',j. ~Jl\~ i:-~ \J7::y~; ') / <br />'4 J:f if,(,r', Ii, !.:J . .,,! ..,\9->-'#"1 1\ .....'" <br />, 'I', I . \, ~" .. <br />--_~ 'f, III, ...... ~I ~ :u.Q "' I, .... <br />. ~-~,'::.l/j;'1 ',,",\,," ,r', ,..... <br />f- . I I \ fT. vV'''' r " ~::: <br />,I ~i;X~ '1. fp,~ .... "........ ... .-'~- <br />\ ~',. ~ I"" .-- . '.~ 1(p \. " - <br />\). s '/ I ..-- _" ,......; I \ ~~ ,.. .' <br />,,;, j~~ "-"'-tl''111 ;~ ..~rl..'-r~. ..... ~ <br />.: '--. !.".I,"7; ,.~ur~,,~,: ..'y.j:.:,. . <br />"..", -t'-=-:;f!l /' ", ;flfl~;;>' 0::--:" :f. C:';'" .. rl' li2&6 <br />}..,~ 'F0,' -~~ .. . ~~. '- '- <br />-~~.1c .~ ..,~~ ,..:.., .. <br />~"--_-,,,,-<::"."- :0,,- -. . ..-1....; .~~j}'~; - ;,..,f;' <br /> <br />'- <br /> <br />~~ <br /> <br />\" <br />., <br /> <br />f' <br /> <br />\ <br />~ <br /> <br />Geotechniclll Building <br />Setback Li~es <br /> <br />> <br /> <br />~. <br /> <br />-' <br /> <br />Swales/Seeps <br /> <br />~/ <br />'-> <br /> <br />mCr- <br />~,J <br /> <br /> <br />'" <br /> <br />\ <br />J <br /> <br />....,L. .It <br /> <br />. <br /> <br />f"OO,l"I/I1J.:r..o..w <br />--------~---- <br /> <br />Figure 10: Proposed Gradingmrai"age Pia" <br /> <br />. A portion of the existing grade level of Lot 8 will be changed to accommodate the public <br />street. Otherwise the existing grade of Lot 8 will be preserved to preserve the existing <br />trees on this lot. <br />. All lots feature a combination of contour grading and cut/till slope banks to accommo. <br />date building pads and access driveways. All cut/till slope banks will be graded at a 3/1 <br />slope. <br />. A six-foot tall retaining wall will be located along the west of Lot 4 to maintain a sum- <br />cient building area. The walls design will implement the retaining wall design criteria <br />specified in the landscape design guidelines, <br /> <br />Although staff considers the proposed grading plan to be sensitive to the site's constraints, staff <br />recommends further investigation into using additional retaining walls and/or split pads to reo <br />duce the height of the slope banks on the west side of Lot 6 - an overall proposed height of 24 <br />feet - and on the south side of Lot 7 - an overall proposed height of 18 feet - racing the street <br />and Old Foothill Road, Since this issue is isolated to two lots and can be accomplished in the <br />areas of those lots without signilicantly affecting the overall development, stafTbelieves that this <br />issue can be differed to the tentative subdivision map for review by the Planning Commission, <br />Staffs recommendation is reflected as a draft condition of approval. <br /> <br />Item 6.c.. PUD-58 and PGPA.II <br /> <br />Page 25 of 34 <br /> <br />AlIgllst23,2006 <br />