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~ ! ~ t ~ I ~ i REVISIONS: [ REV1 ~ REV2 ;,< REV3 ~ i REV4 ~ REVS - REV6 ~ ~ ~ ~ o ORIGINAL SCALE NAPPING DATUNS: VERTICAL DATUN = NATIONAL GEODETIC VERTICAL DATUN OF 1929 (NGVD 29). HORIZONTAL DATUN = COLORADO STATE PLANE (NAD 83) . flOODPLAIN AND FLOODWAY UNES SHOWN IN ORDER OF PRECEDENCE .. CORPORATE UNIT AND PARCEL BOUNDARY INFORNATION WAS OBTAINED FRON THE CITY OF FORT COWNS GIS OEPARTNENT ON JANUARY 10. 2008. HYDRAUUC BASEUNE CROSS SECTION 10 x 4945.3 CORPORATE UNITS" PARCEL BOUNDARIES" SPUTFLOW/ROAD OVERTOPPING DIVIDE PROJECT AREA UNITS PROJECT BENCHNARK CROSS SECTION STATION !l ------ 8 2281 BASE flOOD ELEVATION UNES CONTOURS NAJOR CONTOURS NINOR SPOT ELEVATION (0 7 100 200 400 =200 PROJECT NUNBER: COFC2003- ACAO FILt: OXBOW LOMR DATE: 04/11/2006 D.) 1 CROSS SECTIONS 229322-229757 (RENOVAL ACTION LONR, 2005 (REVISED 2008)) FORT -TOPOGRAPHY (LEfT OVERBANK) DOWNLOADED FRON CITY OF FORT COLUNS GIS NAP /SYSTEN WEBSITE APRIL 1999 CONTOUR INTERVAL.: 2' -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 (NAIN CHANNEL) NORTHERN ENGINEERING SERVICES, INC FORT COLUNS, COLORADO JANUARY 20, NAY ZD, AND AUGUST 4, 2004 CONTOUR INTERVAL.: l' SCALE: 1"=50' (NAIN CHANNEL) NORTHERN ENGINEERING SERVICES, INC FORT COWNS, COLORADO JUNE 28, 2005 CONTOUR INTERVAL: " SCALE, '"=40' (RIGHT OVERBANK) ARIX CORPORATION GREELEY, NAY 1994 CONTOUR INTERVAL: 2' SCALE: 1"=100' o NORTHERN ENGINEERING SERVICES, INC FORT COWNS, COLORADO JANUARY 20, NAY 20, AND AUGUST 4, 200' CONTOUR INTERVAL.: l' SCALE: 1"=50' BY: BAS DESIGNED BY: BAS CHECKED BY: CJP DRAWN COLORADO COLUNS NOTE: ZONE AH AREAS OF AREAS OF 3.0 FEET. REVISED CONDITION INFORNATION A.) NAlN CHANNEL CROSS SECTION (LEfT OVERBANK) -AS-BUILT TOPOGRAPHY KING SURVEYORS, INC. WINDSOR, COLORADO JUNE 13, 2005 CONTOUR INTERVAL.: l' SCALE: 1-=50' UNC DIVIDED flOW PATH -TOPOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE APRIL 1999 CONTOUR INTERVAL: 2' (NOTE: EXISTING OXBOW TOPOGRAPHY INCORPORATED INTO PORTIONS OF THE GEONETRY DATA OF CROSS SECTIONS 10540-11700.) 3.) B.) IS THE flOOD INSURANCE RISK ZONE THAT CORRESPONDS TO 1-PERCENT-ANNUAL-CHANCE SHALLOW FLOODING (USUALLY PONDING) WHERE AVERAGE DEPTHS ARE BETWEEN 1.0 ANO -EXISTING SURVEY INFORNATION (SPOT ELEVATIOHS) KING SURVEYORS, INC. WINDSOR, COLORADO FEBRUARY 2, 2006 -AS-BUILT TOPOGRAPHY KING SURVEYORS, INC, WINDSOR, COLORADO JUNE 13. 2005 CONTOUR INTERVAL.: " SCALE: 1-=50' 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 CROSS SECTIONS 228117 11255 " 595 rr--' , , ~~- -~~ 1[J~ I , ----"'---- ---r- '-,- I" : '. r I I!': :~ I' I, -1....LL~ - - , - -l ~-~-r - J _..___1 l , --0 - - --- D ~ EXISTING CONDITION - -- ANDERSON CONSULTING ENGINEERS, INC. RESPONSIBILITY LI~ITED TO fLOODPLAIN HYDRAULICS AND fLOODPLAIN DELINEATION. SURVEY AND TOPOGRAPHIC INfOR~ATION OBTAINED fRO~ OTHERS AS INDICATED IN REPORT. ONE-FOOT 100-YEAR 500-YEAR l00-YEAR flOODING 500- YEAR SHALLOW FLOOOING ONLY LEGEND FLOODWAY' FLOODPLAIN FLOODPLAIN SHALLOW --- ~ ~ 4950 REVISED CONDITION - -- C.) GENERAL NOTES: ) B.) EFFECTIVE CONDITION INFORNATION A.) CROSS SECTIONS 222377-2281 230017, AND 230467-234557 (EFFECTIVE FIS STUDY, 1996) -AERIAL PHOTOGRAPHY ARIX CORPORATION GREELEY, PHOTO DATE: NAY 1984 -TOPOGRAPHY (LEfT OVERBANK) DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE APRIL 1999 CONTOUR INTERVAL.: 2' -TOPOGRAPHY AERO-NETRIC, INC. FORT COWNS, NOVENBER 8, 1996 CONTOUR INTERVAL: 2' SCALE: 1"=200' (NOTE: 1998 TOPOGRAPHY WAS NOT USED TO UPDATE GEONETRY OF LENAY AVENUE CROSS SECTIONS, 221837 " 221702, IN HYDRAUUC NODELS, BUT WAS USED FOR FLOODPLAIN DEUNEATION.) CROSS SECTIONS 228837 " 228887 (RENOVAL ACTION LONR, 2005 (REVISED 2008)) COLUNS -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF FORT COLUNS GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 -TOPOGRAPHY ARIX CORPORATION NAY 1984 CONTOUR INTERVAL.: SCALE: '-=100' CROSS SECTIONS 218012-221702 (TINBERUNE ROAD LONR, 1999) FORT GREELEY, 2' COLORADO COLORADO 7, 229997- COLORADO 2.) B.) EXISTING CONDITION INFORNATlON A.) NAlN CHANNEL CROSS SECTIONS 227397-228117 (LEfT OVERBANK) Eo) D.) UNC DIVIDED flOW PATH CROSS SECTIONS 7880- -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 CROSS SECTIONS 230193 .t 230355 (BOAT CHUTE LONR, 2001) -OXBOW PROJECT AREA KING SURVEYORS, 'NC. APRIL. 2004 CONTOUR INTERVAL: l' SCALE: '-=50' -AERIAL PHOTOGRAPHY DOWNLOADED FRON CITY OF FORT COWNS GIS NAP /SYSTEN WEBSITE PHOTO DATE: APRIL 1999 TOPOGRAPHY WINDSOR, COLORADO -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.) -AERIAL PHOTOGRAPHY ARIX CORPORATION GREELEY, PHOTO DATE: NAY 1994 -TOPOGRAPHY (CONTlNUEO) (RIGHT OVERBANK) NORTHERN ENGINEERING SERVICES, INC FORT COWNS, COLORADO JANUARY 20, NAY 20, AND AUGUST 4, 2004 CONTOUR INTERVAL: l' SCALE: 1"=50' FORT COLORADO COWNS 2340 I-- --- --- ---- ---- Jf-= = ~---j , --1 [_ ~-_ J -~ I I I I I I 1 I _ J__L J j ] l I , ~ 11----1 , , ---- --- -- --- --- --- L 1----1 :-r--' ~--I' -- E----: L:: ~' I __ -=== ~-- ---~~ i~~---- I _ _ -=- -_J L _ _ _ _ MYRTLE STREET ,----- -----1 ~-----; I ! !: j F---~' , I t ...--_-:_1 :: ---i 1 ----- ~--- , " ~---~L --J ~-- . ".1" l .: -- 1 fl-l ---1' , -- r-1" I L __l_,.. L _ J _ _ LAUREl STREET r----r-- - I I I I ~--: : l-W f--- L l I ~_L _ l__---1 ,- ...~ '--1--' , I I . ----' ---r--' .-"1 f- - - , -:-J t::~:_ [~j Q~:: l7 .~ I '.. 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