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NOTE This drawin\l is a master plannin\l sheet reprnenting preliminory ond cenceptual en\lineering.lt shall net be used for censtruction purposu. .~. .~O'it,,~..... '. /i _, j, -, , l!/I -. .,,/, "~~~6" /i//l '.c..... /; ?~'",', ',. . "-<..... ,-:'r . . .--;'S:f ,Jlli!11 " '~Z~~ ' -Zh" ~~.~4[ ~t>'''"",,{ /,l~::'='.. C''-,.\~~ '. .100Y' F100dPI,,"nm~~"'f'''~':::-/.h., M4rC " ~" ',,- '. ......~...... /C~, '~" ,l F "" ~~0JJ.~ ....t;;0 .c:::....... . ''''::'' '6:::;:":"": '~>.~ . . \;;;,,~ ~\J '~:;;'~~J!if#~,~j;j;;~~tf~ ..:;:~~"" . ";........ >. -'y;~. 8\:" ....... " '6::~ \; .~::;:>. . _Ao."" eow..~% ; 'fA .' Ii! ill" ~ \,~)'~~ '"4., ", .........' ---~~i.1 96', ~/ ~~,' ~ /..,,0->"""' ~'<v ';~. ;'< -'~0.::"~,%,?' //li "-':;'$:'::~\\, '" ........., ~ /'rl'-... / 1./ ~~~ 100 ~ i: ~', ! i-- -+/.-- ~/ ' @:-:~~ ~,.....,'.... --- 1/ "', ... if c ' "'IO:./?'~r, ~ ',/ -~ ~ -" - ..-:; j-' 'i~\~& ' _'. ,.,.\, j~ ~'" ~~.~. t ,_ '~' ;""" ';m;T:c" ' i, f/;\ . /:?' . '" ~~~'" ___ ~'-""'~~ __~ .I>> ~-_':j,~~ '" ~- Irr,pl"o 0r- L "'I' " -.....--- i ... ~ r ~ ~ --. "'"'-----:--. ---,..,- --=-/ ~1:/ ~,~ ~-"---"';. ~~ ~ V8<f f '-r ---;2"; ! ><- / --~, .--- ~~, ~'2'1' ,r{'\\ ,;, ~ A : ~ ~~4..,,:-~;:;:I~~e~'r~'7./-----j ('--:.r:~,~--:::~,':0'3i-~ -S-~~ ~ ~~~,~ '~~~>F I -~~\L~j<~;'Z~~~c'''~" .". ( ,-,. "-,, ''\t,;)g~ :.,-;:;;:&t-'i' _ .... ~?, ._ ".~';:;;({{r -i k~____________t i ____ ,~WW ~~_,,~~,~:.~'0.:$~'/ .-__~______ __~ )/ ,,;.. _ ( v I c:-4-=_--------=-ool~~/DeSlgn Inv. Elv,- -~ ~'3~~ _._ ._______/ -/" '_____"_ __ __ .~_ ~___ "_ -"'''''-2ff::\// MInimum Depth'\"6,5' I >'~~e~;~:s ch::~e~IOPe protection ler . ~1~e~~~:Sch:on~e~lope protection tor~-/ , 178'128 I l~l--- ~Tk:~i~~~;:r ;aat~t:~;;c~SIl~:~:CI:r ;;acvee~s s~~~:c:nd ~ ---- - -- -----~:va;J~I:~;i:SIOP ==~=+--t--=1:o~sj~--~~ ~:' I SCALE 2'1 to 4'1 -~ ._____. gn ny, <,,---, I TYPICAL CHANNEL CROSS SECTION -STA. 28'00 to 37'80 0 so' 100' 2 e' River mat slope _/ I I' I ! r-<:::JJ-L 4 Original Scale: 1"= 20' - B 42'80 10 61'50 I I prClectlen te ;>6 I 10' --- Combinatien maintenance venlcie occess rogd and , 100~r.level hiker-biker patn With Asphglt or gravel surface TYPICAL CHANNEL CROSS SECTION~STA. 37'80 to 42'80 Ori9inal__S_~~le' I": 20' ( I ,. This DrdWln9 IS Denver Datum = o L f T J== .= I ,c'c.;. I ...C' .,_. :..j. r--n- r:- --- TCC= c.:c' ':cc: !. ~_::== .. .. ,-=- '-:='- =:. =.'. -. '.' === c. .,. ___om ::=:__:n =1::- ~-- ---~ , 1 =- . F ~ ::-~ - - ..C'= .. . ., ..1 ..==' ---:c. ,-1-:-': r .==-:. - -= ..=. i =.=c: ..__.f. =c:==- -= =.., .=- - ..... ..= .= = .~ ~. c= =-.=' . = 130 , b :---t ... ...C'''::. = -: .... .." .e==-: - - -+- -I=. - =F j 120 .-=.:. C' ... . ==C '---cl"~. .. .. ", -- ...." -- -".: -- \.DbUl , "~I!I ... e- =r= ="" .." .1= =: 1- -. -== ....=1.. ....- ..... c.: 130 I=- e==-: =:::...:: . 1 - ,= .--. I f_ ;;~__P olile ..;-;'[1:2 ..;:;; .....~.. ',-~c-' ....~~;;;.- ..:.. r:cc: '/' .- rOC rille ,-= ", = C:Sfuj~Surfaepro!m -1-'. .. ...~~.:.. edC_ -r >=-'C=::. / .::... ~. ^wo< ,,"h B C= .. '::.=c =.- ..:;;~ . , ..= '.'.=' .:==1-.. =:==r::.' "..= ~:. -c ===' 110 -= -= .:.... 120 :'=" E ~ . .culIi>_f J5':!'I'~:~n:=- ~1i: h .r'l: _:J!~ 110 f-- ;.. 1= =, ---:c' .. t:,..= _. = 100 =- , . = +=~ -- .. I I =r~- c'C:. . =- . ...- r:';: := hllnn .c.;;; L = =. ~+. -_..~ ~""c - "-~.... ",.~. . .,;L:'.. ..'=. / =:1=' F-"'- ... = '-- - --L . ~ ----j-==-=p ofile 0 __ 2~- ~~ Sa Pr"Uel-i--ch~ii'0- wr I. ... .. ..'.1 =:=-"C t . 1=. =.! j - -of--- ~ _ . 100 1. .f . ~_ . }!f- of- =:~r:=l-. b: I ....=;::=:'1= i=r.l::-:' ..= - .. ....- .- ..J ~_^::i' 90 + ==1= __.-----=~F~n f :_~::::::~_I=~.----- . r= . -....=" i ~. r:= I=i , -=~ C' /=: 90 " t f " --n::::-r:-::-:-_::_::::? ".J ~:~~,~ ~-:-1 - " -""'-~ -. = = .=-= .' = .= .... .......C' - .... ='.- . =. ..... .-. . 28' 0 - t .. ~~~; D'scn ~:~:n .-- --n-Vel c;t~II:-r::: - <-- .~. ..l '.-c .::_+ -= f- '=S". :~ == 50+00 DESIGNED N.C.R. DATE DRAWN J. LG. DATE CHECKED E.LC. DATE REVISED J. LG. DATE - ,. t 5 . ...' 1 c-ts 3~~, --__n- a __f.~_:::_:::::-:----_ ..... "1"':' =- o '" --~ ~ .~ _ r- ..- -- ... I. .. .-'1'.. = = ..'. ;f- = ==::-- :: .. ==- 'j: .. . _H' . ..:.=- I ... ===.:1=: F I , SM. -43-4-56- t -Out ---on-c at e ~ _____n~--~y ~ ~;sc~r\le -- -_ --::~_;----No_~n: ---'4i f-I-~-ll yd ... -= ...... .- . , ;:== = ~ :C'-=- .==.. 57+00 1:= ...= .. ..=.... 55+00 1-. . 45+00 40+00 35+00 30+00 28+00 DRAWING NO. S 2 SHEET 5 OF 35 GROUND CONTROL. SURVEY BY' AERIAL. PHOTOGRAPHY BY TOPOGRAPHIC MAPPING BY CONTOUR INTERVAL. 2' THE KEN R WHITE CO FAL.CON AIR MAP DIVISION FALCON AIR MAP DIVISION .~tiAt.:: FL.OWN -7/17/69 ENGINEER: FRASIER a GINGERY, INC. CONSUL.TING ENGINEERS 6/15/72 7/11/72 7/1!"i/7? 8/13/72 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT MAJOR DRAINAGEWAY PLANNING SANDERSON GULCH STA.28 + 00 to 57 +00 CITY OF DENVER JEFFERSON COUNTY CITY OF LAKEWOOD SANDERSON GULCH I WEIR GULCH