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ATTACHMENT D <br />:% �o <br />�5 <br />2 % § o <br />) •D E / /� <br />% « E 0c <br />_ : § <br />D J e o $.E <br />@ > o . .- o <br />0 . £ k . ƒ dTo <br />§o qE k «U% t <br />�713 <br />J <br />3) <br />c . Ic5 R 2° <br />.a L _o-0 <br />k 2• 2 �f <br />-a k . . .t) <br />a) as c <br />% co <br />. / <br />2m' <br />U >Q) <br />Ta J / <br />a = 0. <br />o <br />k f § f O / <br />ci)o \$ <br />E k c� <br />E .E -a .2 3 <br />» » = <br />m <br />ƒ / 22 <br />Eo2 <br />1- 0 k k ��) <br />2.•- <br />L« 0 0) 2 §C 7 <br />k / 2 0 <br />E <br />U $ � \/2 <br />k.2 0 4 '§% <br />D; Q E $ U) <br />% - ± 9 CO \ <br />_ • R <br />-o \ f <br />f� \kk/ <br />co `2 k - <br />o v . - o <br />0o <br />/ f § - f 3 <br />o <br />0 Cn o\ 0 Co k <br />/ 2 f %@ <br />/ % 7 - / <br />a c %% f E k70 <br />Lc co E a3 <br />2 2 = / 0 > <br />- 7 « n2< <br />� <br />L 2 5 - & <br />w .& <br />Ass <br />Ass <br />Project limits of proposed water utility improvements do not extend beyond the limits of the pro <br />Project plan sheets will be drawn in scale 1"=40'. <br />Structural analysis or design may be required for water crossings. <br />Design and/or specification of cathodic protection systems is not required for this project. <br />Design bf sheet piling is not required for this project. <br />a 4 a 6 <br />8. No water and sanitary valve box or manhole adjustments anticipated. <br />Line and lay drawings and fitting schedules are not required for this project. <br />a <br />10. Project excludes design of any sanitary sewer gravity pipelines. <br />k2 <br />= <br />3 c <br />§ <br />D2 <br />_ 2 <br />as 0_ <br />ƒ <br />o <br />CD 73C <br />E <br />.0 § <br />J13« <br />@ m <br />/ \ Cr <br />o-- <br />o <br />/ <br />%ae <br />Eft <br />k k § <br />CS) <br />0.20 <br />/ a 2 <br />��c <br />) 0 <br />c <br />4:7-3 <br />\2 <br />k <br />w <br />0 <br />0 <br />@ <br />§ <br />/ <br />% <br />f <br />0 <br />0 <br />E <br />-o <br />co <br />2 <br />k <br />0 <br />2 <br />Q <br />£ <br />0 <br />1- <br />0 0 <br />2 <br />/ <br />f <br />/ <br />§ <br />/ <br />$ <br />g <br />E <br />-a <br />E/ <br />a <br />\ 2 <br />2 <br />1:(115 <br />