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~ ! ~ t ~ I ~ ~ REVISIONS: [ REV1 ~ REV2 ;,< REV3 " ~ REV4 ~ REVS - REV6 ~ '" ~ ~ o ORIGINAL SCALE 00 200 =200 . 400 PROJECT NUNBERS: COFC2003- ACAO FILt: OXBOW LOMR DATE: 04/11/2006 (NAIN CHANNEL) HORTHERN EHGIHEERING SERVICES, INC FORT COWNS, COLORADO JUNE 2B, 2005 CONTOUR INTERVAL.: I' SCALE: 1-=40' 1 o ORAWN BY: BAS DESIGNED BY: BAS CHECKED BY: CJP ANdERSON CONsulTiNG ENGiNEERS, INC Civil ' Water Resources . Environmental 772 Whalers Way, Suite 200, Fort Collins, CO 80525 Phone (970) 226-0120/ Fax (970) 226-0121 NAPPING DATUNS: VERTICAL DATUN = NATIONAL GEODETIC VERTICAL DATUN OF 1929 (NGVD 29). HORIZONTAL DATUN = COLORADO STATE PLANE (NAD B3) . FLOODPLAIN AND FLOODWAY UNES SHOWN IN ORDER OF PRECEDENCE .. CORPORATE UNIT AND PARCEL BOUNDARY INFORNATION WAS OBTAINED FRON THE CITY OF FORT COWNS GIS DEPAlRTNENT ON JANUARY 10, 2008. !l ------ 8 228117 (0 HYDRAUUC BASEUNE CROSS SECTION 10 NORTHERN ENGINEERING SERVICES, INC FORT COWNS, COLORADO JANUARY 20, NAY 20, AND AUGUST 4, 2004 CONTOUR INTERVAL.: I' SCALE: 1"=50' -TOPOGRAPHY (LEfT OVERBANK) DOWNLOADEO FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE APRIL 1999 CONTOUR INTERVAL.: 2' -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 NOTE: ZONE AH IS THE FLOOD INSURANCE RISK ZONE THAT CORRESPONDS TO AREAS OF 1-PERCENT-ANNUAL-CHANCE SHALLOW FLOODING (USUALLY AREAS OF PONDING) WHERE AVERAGE DEPTHS ARE BETWEEN 1.0 AND 3.0 FEET. REVISED CONDITION INFORNATION A.) NAlN CHANNEL CROSS SECTION 228 (LEfT OVERBANK) -AS-BUILT TOPOGRAPHY KING SURVEYORS, INC. JUNE 13, 2005 CONTOUR INTERVAL.: l' SCALE: 1"=50' UNC OIVlDED FLOW PATH B.) -AS-BUILT TOPOGRAPHY KING SURVEYORS, INC. WINDSOR, COLORADO JUNE 13, 2005 CONTOUR INTERVAL.: I' SCALE: 1"=50' WINDSOR, CROSS SECTIONS COLORADO 11255 " 11595 i ~ Iii I ~ - I , , I , , 1 I I ~ I---~: J- , - J -- ----i ~ - - -----_...,_1 I -l , I ~ i I I i --f- ---- I I I I ~_ _11____1 ~-- --~ I, 1 -- ~ E I --1--' r--J-' I .1 I '-~-jl '-~~- l--- _L.- _ _ I I ] , L__ 1- '-- ----- -I I I __ __--, -- -j- i I FLOOD , , , """ , , I--II--~ , , , , [ [, -~~ , , L- _ _ --..J I --~ ~~==1 I __-.-J , -----] , , --- --- , , L I--TJ , 1 : :J _--=1 , I': I ___ L ' - - - ---.! '---1- -- . , ,,--I I - - --..J t - - --.-! ;-----i, --- ' -:::j~~~ C-~1tH::~ __ __L L _ _ _ I :~r-~C[::-: - - _-:-: - - ~ I ----:-- -- 1 ~- -----1 ~---- :: : :]_rL:~~j I' , , 1 , , ~ , ' -L_: , """ , , ~ """ , , """ , , """ , , """ , --- D ~ EXISTING CONDITION - -- ANDERSON CONSULTING ENGINEERS, INC. RESPONSIBILITY LI~ITED TO fLOODPLAIN HYDRAULICS AND fLOODPLAIN DEUNEATION. SURVEY AND TOPOGRAPHIC INfOR~ATION OBTAINED fRO~ OTHERS AS INDICATED IN REPORT. -, =1 , 3 I =i -, l~ lj ONE-FOOT 100-YEAR 500-YEAR 100-YEAR FLOODING BASE FLOOD ELEVATION UNES CONTOURS NAJOR CONTOURS NINOR SPOT ELEVATION CORPORATE 5OO-YEAR SHALLOW FLOODING ONLY r , I , , I , I !fI 'I' 'I ' Iv) f' ' 0 _ ~~, " , ~ "' uu, , -. - -- ci- ~-~ - -~~ '" -~ ___<_ "', L r - - - -, - - - ~~ - 1 - : - fI flI., ~, ..... fc-- -- -- r :::r " '" i'~A_:-f~'\ : ;:;-;[,~t]]~~L: Lu _______:--~'___.._::>''', ! ' ~ -p I ~~, I G . '-;-0 ~ _, -, ')_ '_ ~ 1- -~ I~\ '~ l -;-;-;'n,"~ -' '~~~'77.'--~___ I ' \, - - - - , ~'--uM _~/ / _" "', , "J ------j ~i \,-" ~-,,- - - __~. :1'/ _ -, [( ///A, ~ , r I : \ '~~~~Ljrn - Ej~-7-l,l,tL21~;'~':-i, '~7 4 ': ~ i '--~-,: ;:1/ >~l1JiU: -- '- 'ilL -110ft;} ~_, :~'~ r: 1 ~. i II' , l ('. -'1w.-ol\AA".:l~~:U'":: I:r--: - /,,~ f:Jf,i/J / (:,-- l ): _ u __.-1l= ~----t-' , J", ~~ I ~~I~~D~~ET~~Lto~G ~~l....../ I V'!~~ ''''-'''-1-. 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II' ' . , - SHEET r--- , 1 I , 'I I " 1___Ll ,- -IT I ,I, I I I I L __ Li--'_ MAGNC ,--lTTr ~-~!l-fT; UlliLl_u~ I :_ ::~F~J~ ,-::rT-ITTL--l t - : ~-- ; CACHE LA POI DRE RIVER o ~8 )W LEVEE PROJECT LE -T PREVISION x 4945.3 UMITS.. PARCEL BOUNDARIES" SPUTFLOW /ROAD OVERTOPPINO PROJECT AREA UNITS PROJECT BENCH NARK CROSS SECTION STATION ......, ~\ , """ I """, : L,' '''"'''' k: i . ..... ...... ~' \ ::=1"" ' "~ \ , L~~ '-'"" '~~ , ,~ . I I "- ----I' "" ::--j~:'- __u-j ~~ 1- _ -TT I: : U: ' L_ll_,lJ 'LI -- ~ ~ 4950 DIVIDE D.) CROSS SECTIONS 229322-229757 (RENOVAL ACTION LONR, 2005 (REVISED 2008)) (RIGHT OVERBANK) ARIX CORPORATION GREELEY, NAY 19B4 CONTOUR INTERVAL.: 2' SCALE: '-=100' (NAIN CHANNEL) NORTHERN ENGINEERING SERVICES, INC FORT COWNS, COLORADO JANUARY 20, NAY 20, AND AUGUST 4, 2004 CONTOUR INTERVAL.: I' SCALE: 1"=50' -TOPOGRAPHY (LEfT OVERBANK) DOWNLOADEO FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE APRIL 1999 CONTOUR INTERVAL.: 2' COLORADO 3.) 7 -EXISTING SURVEY INFORNATION (SPOT ELEVATIONS) KING SURVEYORS, INC. WINDSOR, COLORADO FEBRUARY 2, 2008 FORT COWNS -TOPOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE APRIL 1999 CONTOUR INTERVAL.: z' (NOTE: EXISTING OXBOW TOPOGRAPHY INCORPORATED 'NTO PORTIONS OF THE GEONETRY DATA OF CROSS SECTIONS 10540-11700.) UNC DIVIDED FLOW PATH -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 ~----~ i~[j , j ----, --- - - I -, , I ___ '-~-' ~--l r- - -r---L--- I I:J--J -- -J , , , t_-j ---~ l-_ ' , I --- ---- OAK STREET 1--------- , , I , , I , , L ------- OUVE STREET ~ , , I I , I , , _ J ----I :--n. -it=-_.-~ CI\~~ __, ~~ : --~ -- ~L-_~L_, , , , , I I I f'. en L() ~ N N , / I I. r f j 1 , I , ,/ , i' '- I ........---------- , I> a- v / '} ., l:] , r ... " , /;~-,~ } '- - - - - - ~ ~'--"" ~, '-, N , ~ ' Nt I ',~ - L . l ~"~' ' - -,- - - -- - ~ ~ , . --'- - - ---- -~ ~ , , ' ., 0 , \,', \ . '.. I' , ,.. - -~- ..".. - - ", c \\ '\ "\, ......, ~, \ /, .;.~\ \ ' \:. , 1i- \, \ \ , \V (, '\ \" X' ~ \, \ ' " ,\ ' ~ \ \ \ '".,''' \':1 -- ~ "\ \ ~ , ~", \ / 48 " , " X , \ .~.' , ,< < , , "'- , , / '" , '( / , I , ,1; , I / ~ , ~" ,1> I. 1:.1(: ~---~-,---I I -~ "~-' : If"--~ 1 : 0 : I ----;p I " ~ " OJ ~___--.J L-___ e ---w 'I -I If'. [: <: ~ ,L--~" N - ---W- e LEGEND F'LOOOWAY* FLOODPLAIN FLOODPLAIN SHALLOW r-m--III- _---l , 'L' - 'I ~I. : ~ _-~:=j t,'-=l ~ --~~' --, ~ :::=1 ::~ i -- I" . I JJ1iII-J - REVISED CONDITION - -- C.) GENERAL ) I i i =--~--\:! -- ----- ~-I , , - ~ ~--- t=:: =i' "'~---~ '-----, :~-~~ . ==3 - - - - -. ..;.. _ _ _ ---1 , , , - =1 ~ ~ f l ~;TT -l i : : : : i .1' : .,': : ,_Li_jJ,_...l.L_J B.) NOTES: EFfECTIVE CONDITION INFORNATION A.) CROSS SECTIONS Z22377-Z281 230017, AND 230467-234557 (EFFECTIVE FIS STUDY, 1998) -AERIAL PHOTOGRAPHY ARIX CORPORATION GREELEY, COLORADO PHOTO DATE: NAY 1984 1- - ----- - - ----- - - ----- , , I , , I , , I , , L______ -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 CROSS SECTIONS 228637 " 2288B7 (RENOVAL ACTION LONR, 2005 (REVISED 2006)) -TOPOGRAPHY AERO-NETRIC, INC. FORT COWNS, COLORADO NOVENBER 8, 1996 CONTOUR INTERVAL.: 2' SCALE: '-=200' (NOTE: 1896 TOPOGRAPHY WAS NOT USED TO UPDATE GEONETRY OF LENAY AVENUE CROSS SECTIONS, 221637 " 221702, IN HYDRAUUC NODELS, BUT WAS USED FOR FLOODPLAIN DEUNEATION.) CROSS SECTIONS 21801Z-221702 (TlNBERUNE ROAD LONR, 1999) -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 -TOPOGRAPHY ARIX CORPORATION GREELEY, NAY 1984 CONTOUR INTERVAL.: 2' SCALE: 1-=100' COLORADO 7. 229997- i i 2 2.) B.) EXISTING CONDITION INFORNATION A.) NAlN CHANNEL CROSS SECTIONS 227397-228 (LEfT OVERBANK) E.) D.) CROSS SECTIONS 7680- -OXBOW PROJECT AREA TOPOGRAPHY KING SURVEYORS, INC. WINDSOR. COLORADO APRIL. 2004 CONTOUR INTERVAL.: l' SCALE: 1"=50' -AER~ PHOTOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 -AS-BUILT SURVEY DATA ICON ENGINEERING, INC. ENGLEWOOD, COLORADO FEBRUARY, 2001 (NOTE: THE AS-BUILT SURVEY INFORNATION WAS USED TO UPDATE THE HYDRAUUC NODELS, BUT THE 1984 FIS TOPOGRAPHY WAS USED FOR FLOODPLAIN DEUNEATION.) CROSS SECTIONS 230193 " 230355 (BOAT CHUTE LONR, 2001) -AER~ PHOTOGRAPHY ARIX CORPORATION GREELEY, COLORADO PHOTO DATE: NAY 1984 -TOPOGRAPHY (CONTINUED) (RIGHT OVERBANK) NORTHERN ENGINEERING SERVICES, INC FORT COWNS, COLORADO JANUARY 20, NAY 20, AND AUGUST 4, 2004 CONTOUR INTERVAL.: I' SCALE: '-:::IlSO' , I , , I , , I , , I , , J ~ ~ ! I.APOR'11: ..._-~ MAPI..E SmEET 1-----' :----: : : I I ~---,J: ; : :1____1 l-_-_=-_-_1 i I --i--t1 : L ," I , 'I ' IJ___L :___j AVENUE 7 2340 '--'1 : : I, I r'-l , I, I ~ 1 J ~ -I' , ' , ' L--_J , L I.L. 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' ,.:. . - 1 , ' · - - - 1- - - .., J I :,. : - --------- I ',. , l' ' --', , " ". r - - ~ -- - '\."'l:bl " I HORIZONTAL BENCH NARK /4-" - - - " ,~~ ro.." , =-- "" - ,. ~~~~~:Dci2STA(~~;~;)~.'" , COORDINATES ' "I N=146Q~OI.9Z , ~- , E=3117552.521 ' , . , '-", '.. , ~" -, ~'\- ' \ ) , -_I. - -:"":- " , ' __hl____.. . " , , :""-- '~'::::" , " ~ \ I ,I - '---~ '~~ 11;'" --- -. '. '." I '. 'I ~ r . I I , I . \) JJ ~- , , , ~, , "'''''~,,-, ~~,:J-~/./' . '/:/': ~\ '''"'' '7~ 1" -- " ~ j "-.. ,'J-! : 1'- '''-, -~.'-~., _. '\ ___ ~-t;'~ : '\ I - I I I :. ; ,f-l , .; J:L '/' ' ' J_ L _ r L L _ L __ . _ _ _ _ _ ~ _ CHERRY :ET ~ , 1 =1 --' , ~ , , ~ - T , , -L r-----I~-T . ' I , L_.,~ _ _ , , r----- I I: ~ - Fj JUrj -- - SYCAMORE STREET ~Tr-1C-:~~ [_J ':_~ l ".1 I _-_ , I - ---4 - - - -----. I J : l- -~ - - J ,_ . __J ____J I I l -l I I J - ,---, CilJ~t~] - , - - - -- :-:-- -:-.-j" -- t - - . -- - - -----,- --1-- ...L __ .... 0) ~ -- j-. 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