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I 1,/-JlJ~;'U mrV-'-i/ II N 2;~oJ 1/ i / /-r/) / ", ;' / / :2 ,/ f/I"cO 11'/ / ;./ /~ .. C / / ~:/,'-'"-r,' // / 1LI I I,//"'H ~_/-/-' '- //~. r ~~~/ ' . , JII[f\/t:" ,.2/ / \ I 'Uj//' 1/ I !(~D / :( /IV~ Ii ),1 I) I r 1'1 hl:31'~:OI' I.. 1 r I I I I / / ! // MATCH LINE , I (/ / /w/ // /'~ / I l€'C/ " I , /rPrOVldtl lo~1 rnflfr'l:lJplar$ and mle/~ ~ II for future dellfl/opmtlnl '/, ! I , I Proposed mq.Mro~-(ryp.J , I I I ! I I , , _~,-1 y I \ ", ~,,4--- -"7"'- Pr0P.6s.dh~WfGlI and! win(Jwall. (I,T ''J,p.) / , Q. , \ I ~ / or 0 I, 00 ./ <II' I o e . ~ ~ I ". , -",--, .~-=-=- ,>-_~-~;,:L_n- _~::-::r~- - ---- - - " -, 1/ 'I , _ , l!~ T --1 -) ! / Ii I -', ~/ o~J I ~:":,o~~~ l_./'/ I , , I i. ,'-'4';,,-' EXI,,-r\ING 18' CMP / I I) 1/ 1\- '--- ~P'OVjd(j. loem i~-,';c.ptors apt/;",." ~ /" for future devel0fJ!P4nt J '" "- ,J'rapoSN manhole (Trtii J ............ ..' / -----\ / Proposed 48u Rep I 5'0.35.00 to 43-1-00 "oo~~ j . ~j/ I ~// / -') ~)=/7 III: , ' , , /, II' 1/ "l /' 11)1 1(- . N 229,0001 I' ~ / ;111 II, H 'III' ,I II ( dYE}('STlNG 18" eMP +f~ '~'-"------ I -< I , , o P;OpQ,S~d 60H RCt;: Sta. 20-"'(XJ...ltrj~+OO I , . D~AINAGEWAY ( E Sf:! QRAWING 29 FOR'PROFILE ~ . " ~ I I IItOUHDCOHTftOLSUIIIYEY8Y oUftIALPHOTOIIIIAP'HY IY TOPOliJlllAHlIC .....'PINe IY CONTOUIl IIIITt:lllVAL: 4 P'f:ET WFf""J"~ 1'''''''' ''1''1"-1'1''\.'" _~_'~~.___,,_v___ _ .".._. l7M SoulhColo,ado Boulevard SUIte 2111 Dcnver,CnlurAdnOO2U DESIGNED DRAWN CHECKED REVISED A.J.L. EfK.H. W.P.R. LANDMARK MAPPiNG CO. DENVER , COLORADO OAT( 'LOWN:4/n/1l /- i I I , \ I // g~ -:::c-n+t=-- -'. ~1C",T/ON , ProptJ.sed 54H RCP St~. 25~Oa to_.~~+OO I' i i I ',- I ,,- '., ) l ' DRAI~A~~D-I SEE DRAWING 29 FOR PRO~~.. )f.' , 'I ...Lc.= -r)rl~~~ ,,,---:--"- ~T-- I (--.17/1'- .~ = // :/11 ,/ ,v MOTEt: I 'I I ~ S.. Dl',aviRI\1l0. 1 for :Le . Dr....ins. No.1 5 .iut 110. 6',fo't D...ian Pea~ low., and Dravina ,(1.16- for de'~aill.', Typic:..~ hann..l diIHn.ion._ IIhovn On pl.n'.nd pre-fih s~ur drainaB,..,ay. 2. \.p .ta~"~oning ~'iI along pro led alig"..nt of r~"Outfa\l Syn... I I 3. This\,dnwil1.g is ~\ 1IlII..I.ter phn .IlS Iheer r!'prea-; enrin\g preHlI.inuy,a*d concepr 1 enline ring,' Alter'nativea1.. to tbe\lkotfallSyste conup will bec~aide'CedbY the,*ityprOVid theaIerna- rive ~s of eqUal h raulie e.ap ity, in~IUdel adequI(e fedl',tiea fo f_Iowint ceptiop."and meeU ,t.he uqt.lir~_nr!l of, the City 0 Loui~~l.1h' "S~01"1I. n~ainagei Des~n__a_l1.'t1, Technical dt~ri,,-." Thu d~a1flng s~ll not bf1....ed tor c trllcrion purpoae_" "'" ~) \ 1 / ( 5}' . '., ) (, \ \ \ DRAWING II l.~:;V (. t Goo","] Dlf,h ( 8/ ,::' ~~ ,,/'2; / ,~ _________~~ l.J DRAINAGEWAY 0 SEE ~~'o!IN6 28 FOR PROFILE/ 6 . o Q .. m Proposed ohonnll (see !JHO;' A) I I ~.. \ ':-) / f'roposed 80' R fil! tl{ ,,'i '):1 !Ii !I )11 ..tl' ~ ~ il '-/, / / g '. 2 , " Proposed' 60" RCP Sta, 5+od, /0 25+00 pro~ 80' R.o.W. "~~ Propo.,,'il7OQ.j.... F: rip.rap channel; Drail!~.-->' O-f Sta. 0+00 -l , P!:opaud /00' R,O,w. NOTE: Proposed defeifttun-pOild-lo,be designed in accordance with Moster pian for. Heritage Subdivision Filing No. / b~ MSM Consultan.fs,/nc. .. ,pinrt Goodhu. D~/Ch ~ Tn1D 1lele1ttkJn pond '-----. cr' " ~- proPose~-LtflP-rap t;,honnef ,-/n'ode~ d , I~~ Daub/81fT' eBe unMr-?lIn.trqct,on , .. ,- 'co I~ ";::j~ 10: -"" 0 / I.. 'Z ::J /1z / I~ 'c ::II "\ I '-. ): ), / / / __ --'::0-...____ Pl2... --=::--\ ! .l NQni:C &tJodhue Oi fr~St(1.f / I l:).~. \If - '--. I\III~'~C'/ . '-- "I' "'~ 'J '"'i......... ,: " [JD /;',' / j~~ ~. ~?:/' 'J \" -' / '~'---'~~ - / \~/7~ /- . ~~-\,-'" r ~--\J 5"0 :." 2/>0 0 200 4L 'c r- ,'i_ 53"2_',' ~ r L -~ ~' / / [J / / ::;;>-"'-;---- DrQfrlJig.way unti-, refer hi design/by Co1sultants,_ )hc. ctlMlructhn, MSIII . , I, // . =~1 , : ,,/ PROPOSED SYSTEM CAP)\Ct'f"', , DRAINAGEWAY 0 \ ,~lll. 0-+-00",1025+60 146'5 cfs 100 vr.\..., ~j>ta. 25+60'.. to 6~-tOO 7\50 cis 100 Yr. \ DAAINAGEWAY 0-1 \ Sta. 0-t00 1'0 5+00 720 'ats 100 Yr. ~ Stc. 5+0010\15+00 280 efs___ 2 Yr. "", Sto. 15+00 to 2$+00 250 eta' 2 Yt \ Sto. ~+OO to 30+,00 220 ell 2 Yr. Sta.30+00 to 40+00 200 cho 2, Yr. I S~a.40+00 to 4~+Ob. 160 c1$ 2 Yr. \ 51Q.,45+00 to 4~+80' 140 cfs 2 Yr. \ DRAINAGEWAY E .~'\ StQ.20+00 to 25+00 210 cfs 2 Yr. 510,25-+00 to 3$.00 180 cfs 2 Yr. 5to.35+00 1043+00 130 cis 2 Yr., 510.43+00 to 45+60 eo etl 2 Yr. ......___ / ",:;;;=:;;';/ /1 " ~ --\.., '4f'~'ii ',\;;':, \, \ '~' , l " .::~~ ",4':,c) .~ ---I DR~INAGEYfAY , SEE 0 AWING Z,,'FOR PftOF(L.t \ , ( l_ ',- ~~\ ,',,,",,; , J i c" j/ " // / / / I / " '~ --~....... \ I / / / DATE Ei-82 DATE 6-82 DATE 8-8Z DATE_ ;' MATCH LINE DRAWING 19 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT DRAINAGEWAY 0 PLAN STA. 11"70 to 40+60 DRAINAGEWAY 0-1 PLAN STA. 0+0010 45+80 DRAiNAGEWAY E PLAN STA. 24...70 to 45+60 DRAWING 15 CITY OF LOUISVilLE BASINWIDE MAJOR DRAINAGE WAY PLANNING BOULDER COUNTY SELECTED ALTERNATIVE OUTFALL DESIGN