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Aspholl Pavement I / (EKcepl No. Line) . , ,. W"2h'd-6.75 .' "L65'MOK,J 1 -- ' ":(/ omp6t~ed ,i Bock!11 ~ I ' I I' I ,_-Sand/Grovel fin,'! , D50" 5mm to,,' .. "' 'b 'u' - ') - -/ \. / '/ '" ~ Jj ~~ / '!' ~.. . U' ..$.. - . I. ~ I =- () ~~ I ~ / / .....1 I \1 })' " ~. i.,_' . .l!.~ '", "'" - -. . "';.", .,~ ~ '-, ?....~~ ~ '8- /'\ . - 'u' , t~':, . ", . /1- / j,- ~ /0' - r /' --.... ;--11'--ri-'" ~ r ~ '-J r LEv I I -- \ 1 ~ ~ '", g I '0/ en wf- wZ >w ow:2' o...J~ . 0 _zo: l.?"- w:2' !D_ of. .... '& .. ..... .... '8- .. .... , ..-' I I / ~ ~.J ( I 'i / ~j / ~ '" 'iP 'u' \ of. .... '" ~ TYPICAL STREET CLOSURE STRUCTURE I I -----~ /' I ,/ I '.-0< "!\. : EXIST. TOE OF LE~ , - ----~ f- w W 0: f- en "- " I --r.--~ - JOPOSED TOE OF LEVEE (TYP) ,< I " 1 '.- .... : :Ii. LEVEE '", EXIST TOP I . I - I OF LEVEE STOP /: r- (TYP) LOGS~ , / I ll~/ ----- 28' J. . . PROPOSED TOP OF LEVEE (TYP) I i I uJ PLAN I" = 20' \~ROPOSED 2" X 12" STREET ((PROPOSED EXISTING SALT TREATED SURFACE LEVEE SURFACE LEVEE FIR STOP LOGS, ' SURFAC,E'. .- ~ :' . ~~4" 3] ~vP;Y// ::;~ _~;..~.... 100 YR WS, ~ ":.-&- CONCRETE ctx'STlNG RETAINING STREET WALL SURFACE ~ "h varies 0.7' to \,6' PROFILE @<t. LEVEE 11l=2.0'H. l"~10'V NOTf: STOP LOGS SHALL BE APPROX 14' LONG. RETAINING WALLS SHALL BE CONSTRUCTED WITH VERT SLOTS IN CENTER. THE STOP LOGS SHALL BE SECURED AT THE CENTER OF THE STREET WITH A REMOV- ABLE H BEAM POST. SET l' INTO METAL SLEEVE IMBEDDED IN CON, CRETE. METAL SLEEVE SHALL HAVE A LOCKING CAP FOR PROTECTION WHEN NOT IN USE. LIMITS OF SREET CONSTUCTION + , TOWN SIDE ~ CREEK SlOE I PROPOSED ""~ 28 STREET 'o!...N .- Ii GRA~E.... ~g;2 CLOSURE ~ ~ .., u 40'YC. ~~' STRUCTURE ~ g b 0 o '. 0 13 . .' ~ 0 Q. g > oe- . ' ,'" ..... > . Q. - M.O. EI" '~r': 40 VC. - UJ 0 0 8 g 2 ~ 100.33 t ....~i ':'~. t1:0.13' :' + : + _ I os. 00/0 " ~I.. :t\~~2.0:lo M.g, EI ~ ('oJ LIJ o LIJ 0 LIJ . "'" 10.93 G2~1-' -;-\,::;'- G4"+0.5% 100 ',' .,..- . EX ISTlNl> . G,=+0,5 U I t. STREET ii. 2 lE 80' VC. GRADE >.> -':'0 .~-o 00'00 e--.J . 0 a.. co I <:t Q lD Q) .< 0 EI-' C\l > d + + d 1Ii1.. -I > -= 0 0 ,-='00101.50 OOl,p- -TOW'-~ I . <:t-+. w ~~-w I, . 1'YPICAL STRJ:ET ,CLOSURE PROFILE I~; 50' H 1"= 51 V ' , (ELI VATlONS AREI SHOWN' FOR REFERENCE I ONLY) -t + -t .~ I 0,00 1+00 2+00 3+00 4+00 I 1.05. 105 loq - '" -0-0-8 ...., .----. \_ , \ \' \ _____c~ _ ,~- I r~ ._~ I--~,.. .,~' .' -- 0 I'_T~_ ,:: ~ nr t...~- !~~ . :::_.... ._~;:::,...\.r '~" ~.';';--l' \. ~., a, .~---\ i , . . -- ..~-i'"-,+-~~.-: 'rM~"'-!, ..~ ~ ~"V" IC\2~~f-~rt'" .~ r-...". - 'Ill' -i"", ",' 4 W I, - - : . ,,~------ ...---:P'\ ..., - \ ',0 ~'" \g . . ~ I I ~.;10' ,- yM.H 0-3 c .~. ' \r>.l\ _ '___o'fl '.JJA\ \ ,. I" ~o ~ . . 10'", 0" Sa"" " .. ~_~;.. "'j,~ _ , r-t(,.; . . _ ~\ -' ... _ .--..:4""'-' _.. I 'ft\ \ \ cp ~:- ~ ~ ., "'. \'f. ~I pvc---- --~-..-: ~ . 1 .....~.It tL ~J/ -I" ., A t, /~ .,,1 ~ ,\ . r -- . ~ ..~=\ " ..~.:.. .~~-- 'f::c.Il.0-3r ~ -.- ,.'''''.. ~ . ~-i.~ \':'! ~rl' ..J..~:J.-~ . ,:-\}f"f\ . ~ 'ff . \ ~,~~ ~~ - \ f:'. .. \P ~l'~' /., " ;r'CLOSURE ~y~ t - . . _., .. ~"-.:-t.:~:' ~I\\\' ' . . . :- . J ,J... I ," '51'. ~..J .:-::~ ,\" E:;'- _.-, .. ~ STRUCTURE. 0 . ~.! ~'~" .:' -......0'\"'\., " r ~'- '" Uo" '...1>.7.1>.?- ;;.:~~ /.I.H. q. 2" ,I \ -0 . 'c. ~ ~ - -' "~\', - '/ <'> ~ ,w.- ~... -- ::::.---.....-- I '~';-';" . ,...... , THIS ~.HE~;;. ,': /....... { / -_ - .~ { '- $? \~ ....,.~..l- \~\':" ':f:;'~'::'::_/ 'ii.o~D-2_ ..t'.. \ ~t .,~" ,-". .. I 1,<1' . ., .~, _~'tO LEVE , ""lIfi/,. -', EVEF'\ ;fXI;~;NG)I:~:" "_'~~~ - ~~~," ~"2"p5Jt'~.j.n ~',___,;:~."<:;\ \t. . ;"~1-'\\\~,'~"1.\'" ~ ~I~<I:-' '~..;,'~ M I 'I>>' '- ~.~ " I, '!> _ - __-- H 0 ..,;-\ .. ~... \:-' t'" ,r I - .-_. "'.,.. ~, LIMITS OF II "-J 1'10 '--", I ,.\~,,' '.- _-- M;-r J ./ _.> __e'~ I \. 1'\'" ~A." \ j". , . STREET '.... il.1 \\ .> _4'fJ -- \ \ ~l""" .4 \ -... _-=- _ 0 \ ,. "'0' .4 ./' / ~~.~ ., ~'2;cj, t-\\\~~,(..f1,\"~ ;:;)'~a. _~:\ \ '>I -- :~7.0"~\~~1----'-~~'" 'II r.~~~ / II Y';;"r /. \ I.i'/' .' ICl00~ p~~.,.. \\\<:.. ~':~'~"IJi';:~_I\'-':'- ;-- -r\ 6--~~~~'" \1'\1' ,_;"-=-.__I\~..~.~', .J' Oo~ ;'$, J <=~ .." '~~~ - 7:<<'''0 itA -0' >>....---' -----:;:.,.---- ~ ' If"" h;cCJ.~ \ ~ 0 ~. . / ".. , ~O.., .. \). .-,; .... . '" IW"~.. _- __~ ~- fIl ,,"" , . '0 -~-\1 , - , /'~, . , -~''-o ..""~ \\~, '.", ""\ -f..'!>' -- .~~ \ l>\. .;.. (,''''- _:~~..... ""~,,,,",' ,."..!:> .. "'- L" /.... _L~;~. :1. ."-::~,~ \.:'!:itk~~~Jr'fi- ~'.t~~~~ j ~,~!~\ ~1:_~ ~~:~;:.. ~~:. ~ t..,;~.,'~~'.\~r<=~ y: ~ _ - l \ ~)~ ,c""". \ r. '. "1 <"l,,~" -. rr~ ~.,"I'~. ""'\. ~ -0 - .--::l V ~ .~ \ _ '"" '--.<9 ,il'" '" c1>.s1>._~---". . , . , ,P,," 0-5..::::::::-..-= '" ~ \ ' ......._1'..;:... ~ ~ ~~ c'O"~~-~~t.' to' \ ,. "I,,: ~\ 0 #~.,..-'" Lt. - ..\ . ,',.'. '" '~'~ " 0,0 . ;;.-- ,~ '" , ., '~..._.. \ \, {). - ..t __..--:- ~ .. '.;....~. ., ~_(l.'II"""". ,-l.Ot_ -f1'\ po ~ ',;", "".'" -<.\\ ~'~'~'\'..". ';~. ~~ --: .. 'fo ,~/ , :.. ~ .~ ~ ~r: p , . ..... <( ~ ~ .. zrn 0 CLOSURE ....'..\:'\, .~....: <"<: STR.UCT~I'[ , "-.: ~ . z,,~, ~<;. f- THIS SH~~lt' .' LEVEr cj, ~ ~ 'it'J., 'hLl~IT'S OF ~ ~ <t ~ -_ ." ....Si REET ~ o <D ';;i en RECONSTRUC- 0: r;- w ' W Q. 0 <I. ~ t;; TlON > 0 oJ VJC:UN ~ >..... 00<1 0 <I..... :=>;:) Ll'l -' N ::J o 0 + <{j' Z U 0 o Z <D ~en 0 EXISTING uJ z .;. <t "':;E cd ~ t STREET w <t 7990 8000 958~d ____961~ _____ uJI___l ~;;--96a , .~' .' , . ~ ~, .. - --t "')' '1 - L \ -r:-.... . ... ~l...:l , ..... I~' - .' LE~ '.0i ': -: / '. i -'7- ;...... r" ',j .'... I o o .. o \ ,\ ' I,' - .. . .. -.:~; .' , u; 0: v of. .... '" '" , \ , 'u' ./ -( ~ ... -- , TOWN SIDE ~ I- 5' 5' I I CREEK SIDE ~J. l I /,Proposed Grode 3-0,.nfi45'---- 3, . · IL- --. Avg. Fill: 1.5'--- - , - Existing Levee Grade.... .x <;,1 .'" '2-. ....- - - -- ( PLAN .-,.. /' TYPICAL SECTION OF LEVEE IMPROVEMENTS SCALE I"" 200' f- en w o 0: W > ..... f- (J) cr U') <t (]') Q <t ~, t:5 r;;. ~ ~ --,-- T u,--9-- ~c;o <1~ ':1 V) 1 ~1- ! wO (/)0 --.J lOW::> l I + 0 c7i N 00 ;:8~0 ?J: d' I ~ ,?z I L{)::! 1lJ'" LL I f'- <t ~ ~ -1 - - u~...J I I ;;i" I ~ ~ --t )30J9_ ~ d ~~\5J~NDG b 04.4 ~I en r05 ( _ CONCJi1ETE - , - - ~~ti.r .; ll/~? 4 I I! , t I I 400 U: Ib"PERF. PVI 700 L.Ft 10" PERF, PVC (il)025% (Q)0.:25 %"'CAP'O.7tfs ~C'AP~O' r tIs I j . '0100, 1 ~ . .5~OOE+-- 4H , I NORTH LINI: : ' , I . I ' I--+----- ~I . '+ 8l-~~--~S b ,..: I ::. ::>1 I " J: ~ ~ ~l ?~ ~ <( . 0- I f- i:iii Nzl2 _ tf)..J' , ' t j U' r04 . I I ':. ~t J ~ -- -f~ - . . ~:2' ~6t-:...r--::::~ =-,--. -t---- t __.....--~tl"..l-----~ 4 o"WOle''l t t "\.-"934 ---J I I 1 I I?~O i + ~ j j tii f- en Scole 1":10' Horz. 1":10'Vert. w o 0:'" a::: I- W I ~ tf) >10 N <10: ..... en ..J- <( (J) <11- <I' N u::> enO ~I- 0 ..J ~, ~o 3::::> 1I1 <{ Z WZ go . ~ en, 0 EXISTING 8~ + z r:;- uJ ~I STREET + ..J 799084 7~~ _---~ ~~_-- ;~_GRADE~.__!D~/d ,--- , v,.-3'SQUARE CONCRETE 'CUTOFF WALLS 820 81.0",\ 1&80,0 7980 8" S.S.-l rr r8 5 S '-4"W f 8 S 5 ~ L4"W" (Lower) tii o 25'"' w' ,,-0 r4"W " 1 r8"Ss [4 W r8"SS iJ.11t'86 0 3 I .. m 3'SQUARE CONCRETE CUTOFf WALLS 400L.F IO'PERF, PVC BOOLF 10" PEflF. PVC (0)0.25% n. _+ (q) 0 25%,CAP.O,.7cls CAP" 0 7 cIs I I 0'00 5'00 E 9th STREET LINE 8000 799.0" 8QOO ,88:0 8"SSl . .. 7SitJO 7990 87.0, , 95,;2 94.4, 7970 7980 .1980 +7990 7990 7970 400L F 10" PERF PVC (0) 0 25%CApoO 7cfs 800LF IO'PERF PVC~025% CAP; 0 7 c : s I I 5'00 wt - .., t- en 10 .cU') - '+ '" <D t I 5'OOW I 0.00 7th STREET LINE I 5'00E I 5'OOW . " I , 0, . - I-- + I f- ::> o z w +i:L o o + j - ! I PROFILE +- t [2"0" & I W"2h'd'675' ~ I 7!\spholl I 7,5' MOj( /, Po....ement Tr'~~ \ Compot\ed I , I' B ~ t . ' " , . ',!,-- - :/ h"II'Mo, - /:: 2'Min \' /' H;" :;;/'~ 6" = -iii Solid Wall d I I ). / pve Pipe 6" ~~ '-3/8" Minus Rock "~~,1~5~' (squeegee I 'SCALE " O'H I "20 orz I"" 10' Vert. - ~ H.~- N BOlO 80!Q 4 ~ ...... en J, ~ 1 -+---+ . I'- uJ ~ . ..,: N en I - <lw (.!)a:: I--F w::> en ~ > f- ' OU .c .....::> <D 9 ~ ;Ww d ~ ~ I- W 0+; ::>l.? > ":'" 00: W ~ g g ,..J. ~ ~ .en d 00 I EXISTING 1 -- GROUN D ,I r8d 5 __ --- -- 7980 PROcir?ASD~D' f\ yrl_ l- -t -- I 16O-""~ I t _ __ ~ 6" w~ler~ r-8" $.5. 'Eo.cased) I . c I I 7970 I _ .-750 L F 12" :;QLID P'1..~ 0153% J _...4. 0'00 CAp. 2 'Gels 5.00 - I'- :E !D li; 8000 BOOO - I 0 i , " ~, ~ 4' 7990 ,. 1 EXISTING ~ STREET GRADE........ ~_ . rB6CJ __'l--~ 1- ~ ~--- 1 \,,1800 I 79BO + " 7990 h= I" Max 6' Min ~.~ 4' . I ~ lr~ . PerlorotQd PVC .~..'.LI1\>t7 Pipe d+15" , .RENCH SECTION-PERF. PIP~ N.TS. ! I --I w~c ~N6IN~~~IN6, ~C. t - + t sAtAzk LINE I 900 L f 10" SOLIDi PVC@ 0, 6~% ' _ I. ~C~P..1'..! c1s L. 1 L:.f I 10'00 15'00 T T I ..L 8~0 L FIO" 'OLlD! PVC' CU' 0J.7% I i CAP 0 I 7f cIs i 20'00 l- f I 7970 .I. L TRENCH SECTION-SOLID PIPE , , ' LOOKING DOWNSTREAM . N'T S - 25'00 ., WRITERS' TOWER SUITE 500 1660 SOUTH ALBION STREET DENVER,COLORADO 80222 PHONE NO: (303) 757-8513 DESIGNED DLH DRAWN HS R CHECKED REVISED DA TE 10/86 DA TE 10/88 DATE DATE PRELIMINARY DESIGN SUBDRAIN AND LEVEE IMPROVEMENTS PROJECT NUMBER 1667 TOWN OF SAN LUIS, COLORADO MASTER DRAINAGE PLAN PLAN AND PROFILE DRAWING NUMBER I 01 4