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<br />Wller~ th~ JUOY!! dllo,jJllc~s ~re exceeded, starl'l flQ'1 se>lerin~, or
<br />otherconveYdncefacjlity, should bc provided for the exceso.
<br />GenerJl1y speJking, the instJl1 ation of curb and ~lJttcr ~lon~
<br />,>treets wh; eh prc,>ently Jre lJckin~ would ill,proye drainage by confini ng
<br />and directing rulloff.
<br />
<br />lIiILE'I-l
<br />EX1ST:NG CQll,J..cTC~ !\ND ARTeRIAL ST~EETCAP:,CITllS
<br />
<br />Ongoi ng n,ailltenanc~ i> essent ial to th~ cont; nued sat isfiictory
<br />operation of the drJinage facilities prcYided. Eventhebcstdesisned
<br />system c~nnot operate if clog~ed with debris.
<br />
<br /> Approx. .~~prc~. C~pdC i lj (ets)*
<br /> Street Fron: " Slo"e , \jldth (ft.l. " ii"De,;th " l'Uepth
<br />Art.erf~1 s
<br />~ow'.seM ftJple Grove 6UQ'N.of N.9tll 0.5:t " " 110
<br /> 600' ,~. of ~.9tll ". "" 2. ~:( 10 '" nn
<br /> o. ytl, 600'S-.of S.12th :1.9% 10 " :50
<br /> 60G'S.cf S.12t;~ r-tontrose Ct. 0.2~ " U '"
<br />~:;j j 0 ;<. Killcrest ~os€ '0, 0.6% n " 121)
<br /> Ruse '0, Cedar C~ . 2.0% 16 ;0 7.20
<br /> CEdar "" $t.o~~h O,9~ Ie U 150
<br /> Stou~11 Ca\cJde 0.2% " U "
<br /> CJ~CJU~ Iti0 ~rJrldc ,:J.'it '" "' 110
<br /> ~ ;0 Grande 1,'1 II er"~ 2.0% 76 3:) 2Xl
<br />Minor Arteria's
<br />PJrk " 12th ,. 6t11 O.I~ 5S H 130
<br /> " 6th ", ~th 1.0% " " 160
<br /> II. ')lIl Alr;AJrt 0.5% 3" '0 llO
<br />.\,OLJ~ll ,. 5!h " ?nJ l.fJ\ " 2',' 100
<br /> " 2nd Ced.;r , C.!l!; " " '"
<br /> ".
<br />" '>l" ",n ,jUJ'! Me'J a.'jt " " I""
<br /> "
<br /> Ik~" T"WI1~E,J 0.3;; " "' ""
<br />C, i>:L1IIll 'Iillcre,;t ". 5tl, 1.~1'. ~ 25 '"
<br />S'H";j,ic.e ~111 cr~5 t " 12to 1.4~ 'M 2' Ida
<br />" Uti> 'U'''')'$'~" ~.", . O.l't b~ U 50
<br /> ~...,
<br />,. 12U, rc'," T'J""~e"d 0.11 "" 14 'lC
<br />" ';f"~'d lijI1c,'e,l ru',',,~"" 1.1t ;,;j Ie hill
<br />:.: : :cr~" :,:~j,'l:;t,,~~, C~~", , '-- " '5 1~0
<br /> '" "'.0 .Ii
<br /> Ced<l'- Ck. fli""I.nd O.~t '" " l:J-l
<br /> ~l~lilonJ ~'J ""j<; f J,~ ;.61 " 2\, 200
<br /> SUrl~y,i<je I",," c.St ';;1 l~ 250
<br /> ,~y I) r r<f"'J"d :.I~ "u " 130
<br />
<br />It is reCQl\m",nded that further study be pursued, tKlsed on the
<br />urban dr~i na~e ana ly,>is of Chapter l~. The aDject of this study would
<br />be to resol V~ both the serious flooding potentiala1 ong Montrose Arr'oyo
<br />~nd CedJr Creek, as well as defini ng iln inte!jrated uruan drai na~e
<br />systeill appropri ate for Montrose. ThiS systC"' would be desi ~ned to
<br />accolIl'l:odate the 5-year runoff ~enerated within the cxist i n~ urbani led
<br />~ rCJ s of tll e Ci ty of ~1ont rose, as \<e 11 as th at der i ved fro'" thc a re~ s
<br />in which developmcnt is expected.
<br />
<br />-30-
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