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, ' <' / J'v" <' <' <' <' <' <' / <' . / i,/"" <' / / <' '':9._ 1/ <' / FLOOD PLAIN MAJOR CHANNEL IMPROVEMENTS (dropstrucfures,groding,grassing) MINOR CHANNEL IMPROVEMENTS (check dams) NEW STREET CROSSING UNDERGROUND CONDUITS STORAGE RESERVOIR <' '. ,- ,y / -/ <' t'\f':{" .... t.J.1K?;.~:\r ..' . . \ II t . Jr .~.,:~, 1 m\'l€" ':"..1<>: " - -" LEGEND-INDEX MAP ~~ -~ ~9 MAJOR DRAINAGEWAY PLANNING SANDERSON GULCH/WEIR GULCH THE INFORMATION PORTRAYED ON THE FOLLOWING DRAWINGS IS FOR PLANNING PURPOSES ONLY AND IS INTENI'ED TO PROVIDE THE CA- PABILITY FOR STAGED DEVELOPMENT OF A TOTALLY COMPATIBLE DRAINAGE SYSTEM. THE DRAWINGS ARE NOT TO BE CONSTRUED AS FINAL DESIGN DRAWINGS NOR ARE THEY TO BE USED FOR CONSTRUCTION PURPOSES. SEE SECTION = OF VOLUME I OF THIS REPORT FOR ADDITIONAL DISCUSSION OF THE INTENDED USE AND LIMITATIONS OF THE INFORMATION PROVIDED ON THESE DRAWINGS. '-:-'-,,- C'~~~~; ., :':\!i ,~~,...';,-,~, ~':~;~:r .~'--".~..~JJ.'_...';";' I,' ',"":-'~ ~I'j, ~:., '1m. <, ': ,-)" ,I' ,.' <1. ';;\'~1 ;r';: .~ ;.. .~,:,. '~--,-,"" "i;j .' --'-', , , ~)~~~I~~~ '1r,""M' r::I' ':"'~' ,:;1 . ....",...';'m ""tfi}! '. ":i~t!!])f[;~ii ~.~." ;"~~:,?"' ;.."'-.'."\'.".,-......---:.~.::.:.-:-'7:...l. .'''.''J.';;,;t''''''.; .'." i#." ',,' --," ',0. '-~\L!_";',";": :f::,,::" .,>~.,~;;~-~~~ ' c, c' .' <;Jr. . . >;"."-' ."'j -~~~ 'j,~~? ,:';:"'{/ ~ 'C'"" .. ,,','", "'I' ' ';:~++~, ,: . + (, " .. -"- ~- -7~ -~- ~ ..~::- '-'-k::-'~:" '..; ';. ;. -:'"7 t, \t ~ '~5""~'" =4;,,',': ~< , ;:",f,.:, Jl.,.. I ?~ -~. --'-"",,':'^"''''.:;;.c - ~ I \, ! ',J (-,'d ~'. "~ '. ~'( 9 :,;;,t"";",,,:,,,,; ~L~:t; "';' f,.....:' ';, '"::,'h"': i '-'''i'''~ .,~:,\'jj<{:-1 ,"'<!-- '::..1'0 '. "~ ~J'Y,!:k': . · . '.': .) 'If:- '~,\.:, ." ",,,,'J>" .../*,>~~ - ': "",lIiiP"- .. .::::'~i~ I -' ',,-, - - I(-",^:~~:~;~,. , , , , I , " , , , , , ~ _ .1': _ _ r Ill\.. , ^ "" > 'i , ~, J . ". " .;oX)' ,eM ~ i I I' L .' t""., % .: .r' \2 L '.....r""~ \ I ~....\\ ..x- M)7~\) If? _fiYLCij I rv'~ ,!",",;NI,Wf.,j ~ri)W-I3l.=~_~ W-L~fi' . . ~ ~ .-..-.-..----r;- L - S. W,e~ G~~ -"'= ~ : "N. SANO;:S I ,. I~ L~......,J-=,.~ : ~";'~~ ". '., . . -" N52. NS~ : "0;.~l':.', ~~..'.' I' s:." SAN" ~.'. . ! I ^"'....~.-- '+< O",RSO. ;"':';' _ _ _. _~ _ ~""_.- _, 'w _ ~ _ _ .1. '-,'_ _'- ~.:....~~ .,.Ij: _ _~~l_ -'- _....,J" $-10' ~ .-&'." , S-9 '/'c..J.- ~ . ~ ,~V" ,"" : ~....1 .. -We E .tfl' ..,J, W-9 " ~;-"~ ----.............~.. '.' , - -", " ~--- '(::." 'L L I- A~\k 1'"' :2'1 - "4 GV ~- S-5 ~ '-'~~~e t_,:.:"""",::v '., ' - - - .. ... '.~"~'. {~;:I ;; <"'" <" ~ " ..J, ~' 1 , , . , .. -'CT~~~,~~~rirr;~~l-' ,! I ,..I iI " ~ (; ... _'f;,.6;,/ ',::" - ...S....7 " ~<,.", ~" ~'I C' . . )0_ 1 I: j;l" '-,~ '-'o;;i. L +'" J?'; i , . I J';-;h.,"'< :'1... "10" "- 'f- , r; [2 ... ,,-t". r' ~'<;1'::,-.-t\ I,;') r''''"" FRASIER & GINGERY, INC. Consulting Engineers 1601 South Fed..ol (;enver, Colorado 80219 URBAN DRAINAGE City of Denver AND FLOOD CONTROL DISTRICT Jefferson County City of Lakewood t SHEET t-.JQ I 2 3 4 5 6 7 8 9 10 " 12 13 " 15 16 17 18 19 20 21 22 23 2' 25 26 27 28 29 30 31 32 33 3' 35 ., ., LEGEND- PLAN AND PROFILE SHEETS PROFILE 1"';/, ~."~ CONCRETE WJ> 'nft;., ~ R1PRAP CHANNEL INVERT PROFlL.E ---- WATER SURFACE PROFILE (IOO~r.) WATER SURFACE PROF1L.E (IO~r,) DROP STRUCTURE EXISTING GROUND PROFILE CHECK DAM EXISTING UTILITIES RELOCATED UTILITIES APPROX. NORTH BANK PROFILE _.- APPROX. SOUTH BANK PROFILE "'L ----- ..... , o PLAN iXfi, .,..-b R\PRAP OR GABION MINIMUM RIGHT-Of-WAY REQUIRED OR EXISTING WATER EDGE IN CHANNEL (IOyr.) WATER EDGE -IMPROVED FACILITIES (IOOyr.) LIMIT OF GROUND CUT STATIONING CENTERLINE EX lSTlNG UTILITY SIZE AND INITIAL. EXISTING STORM SEWER SLOPE LINES PROPOSED BRIDGE PROPOSED CULVERT CHECK DAM DROP STRUCTURE UTI LlTY POLE TRANSMISSION TOWER FI LL AREA EXISTING FLOOD'PLAIN (IOOyr.) ;,~"' ,;'q:,;,~ -18"5,5,- __I.!LStrITI.c.S_ -".,-(,-- l'n--- J==={ ~===~ i~n.: :';': IS] ..,' =.~ ~~__",uu~ DRAWING INDEX DRAWING NO TITLE I INDEX MAP 2 BASIN BOUNDARIES- DENVER 3 - LAKEWOOO S-I SANDERSON GULCH Sta. 0+00 to 28 +00 S-2 Sta. 28+00 ta 57 -t-OO 5-3 Sta. 57+00 la 88 +00 S-' Sta. 88+00 ta 119 +00 S-5 Sfo 119 +00 to 149-tOO S-6 Sta. 149+00 fa 1781' 50 S-7 Sto 178..50 ta 2101' 00 S-8 Sta, 210+00 to 242 + 00 S-9 Sto 242+00 to 274+00 5-10 Sla. 274+00 10 305 +00 S~ II St. 305+00 10 335 + 00 S-12 Sto 335+00 to 372 + 00 NS-I NORTH SANDERSON GULCH Sic, 0'00 to 29160 NS-2 Sto, 29+60 10 59'10 NS-3 Sta. 59'10 10 88+40 NS-4 Sic. 89+00 10 116+00 W-I WEIR GULCH Sta. 0"00 ta 3'2+00 W-2 Sta. 32+00 to 60+00 W-3 Sta. 60+00 to 90+00 W-' Sta. 90...00 to 12'2+00 W-5 Sfa. 122+00 to 152+00 W-6 Sta. 152+00 to 1821'50 W-7 Sla. 182+ 50 fa 213+ 00 W-8 Sto. 213+00 to 242+ 00 W-9 Sla. 242+00 10 270t 00 W-IO Sta. 270+00 to 299+ 00 W-Il Sta. 299+00 to 331+00 W-12 Slo. 331 +00 10 357+ 00 W-13 Sto 357+00 10 386+00 NW-I NORTH WEIR GULCH Sto 0+00 10 19+00 NW-2 Sto 19+00 10 41+ 00 SW-I SOUTH WEIR GULCH Sic 0+00 10 35+50