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<br />4- <br /> <br />N 646,000 <br /> <br />+ <br /> <br />I <br /> <br />( <br /> <br />24,25 ^ <br />- -- v <br />23'26 <br /> <br />-$- <br /> <br />N 645,000 <br /> <br />+ <br /> <br />+ <br /> <br />751 <br />N 645,6t~4 <br />E 1,450, <br /> <br />1~90 <br /> <br />=t <br /> <br />....,.. <br /> <br />. <br /> <br />. <br /> <br />N 644,000 <br /> <br />N 643,000 <br /> <br />I <br />1- <br /> <br />-+ <br /> <br />745 2 188 <br />N 64 . <br />E 1,451,320 <br /> <br />- r - <br /> <br />-1 <br /> <br />1~91 <br /> <br />- <br /> <br />- <br /> <br />... <br /> <br />N 642,000 <br /> <br />+ <br /> <br />J <br />2~6 <br />25,36 <br /> <br />(> <br /> <br />f <br />26,35 <br />27'-34 <br />t. <br /> <br />---rz <br /> <br />:"':JO <br />'0~ <br /> <br />-; <br /> <br />744 <br />N 1341.490 <br />E '.451,221 <br /> <br />4832 <br /> <br />~ <br /> <br />. <br /> <br />N 641,000-$-- <br /> <br />FLOOD <br /> <br />LEGEND <br />PLAIN LIMITS <br /> <br />+ <br /> <br />o <br />o <br />q, <br />r"l <br />I{) <br />'1;. <br /> <br />, <br /> <br />I <br /> <br />'" <br /> <br /> <br />:i~ _ <br /> <br />- ~'<.O ~ <br />ION IN FEET <br />GROUNDE [LE~~~L DATUM <br />MEAN 5 I <br />CONTOUR INTERVAL 2.0 <br /> <br />5S SECTION <br />CRO CONTINUED <br />. CROSS SECTION <br /> <br />I INTERMITTENT STREAM <br /> <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br /> <br />PHOTO CENTER <br /> <br />GRID POI NT <br />EAR FLOOD ELEV. - JECT <br />o Y MAPPING PRO <br />10 FOR COLORADO RIVER <br />C-69 INDEX NUMBER METHODS FROM <br />AND 23-29 AMMETRIC 16 .'7, <br />SHEETS ~~~O COMPILED B\:~~~~'::'APHY T~K~~L~~~ 6~' STATE <br />TOPOGRA AL AERIAL NTROL: TH MBERT <br />6" C FL VERT~F HORIZONTAL g~NTRAL ZONE, LA C. GS AND <br />:;~1NE B~6'ROINATEp;~~:C~~~N. THE FO~L~~~; ~~HERINE <br />CON FOR MAL CONIC LATION STATIONS WE R GNAT _ X~] ,231 ,566.60 <br />lOR USGSI TRIANGU 50B.42 Y~ 5B] ,255. 7~SC . GS SEA LEVEL <br />COORD~~A3T,~S B:~~,5~; 'VERTIC~~G C~~:~~~ARKS: D-]~ ~~~~~L <br />Y~523, N THE FOLLOW 60 PREPARED 0007 <br />DATUM BASE:'o.~4PS'ELEVATION 4869BLO~ADO SPRINGS, CO. B , <br />6192.284. 48 4167 SINTON ROAD, CO <br />SURVEYS,INC. TATE PLANE <br />OLORADO S <br />SHEETS 21 a 22 M IS THE MODIFIED ;MBERT CONFORMAL <br />ATE SYSTE L ZONE. L D USGS) <br />COORDIN SYSTEM, CENTR A NG (USC. G AN X~ 1395,170.68, <br />COORDINATE THE FOLLOWI 'DRY HOLLOW , <br />CONIC PROJECTI~~ATIONS WERE USED_'623,300.73, ANTLE~. <br />TRIANGULAT]O~ASTLE X~I,432,00~~] 'oY,: VERTICAL CONT~O F~Ll.aw]NG <br />Y=613,033.61. -630478.31. BA BASED ON TH <br />X ~ 1,371,760.95, y. GS 's EA LEVE L DATUM AST LE ELEV. 574 7B2, <br />USC .GS AND US . ELEV. 5319.199, NEW ,eRIC METHODS FROM <br />RKS' RIFLE TOGRAMME N 12 1983. <br />BENCHMA 'COMPILED BY PHO GRAPHY TAKEN JA S1 DENVER CO. <br />TOPOGRAPHY AERIAL PHOTO 500 KALAMATH . <br />6" CFL VERTICAL MAPPING CO. I <br />COMPILED BY BELL INDEX <br />SHEET <br /> <br />w <br /> <br />100 YEAR <br />> FLOOD <br /> <br />A., <br /> <br />-SA <br /> <br />· + -...-+--....:s-- <br />~'" <br />6.272 \ ron in 100ft. <br />sto I study limit <br />from lower <br /> <br />~ <br /> <br />o <br />~ <br />+ <br />5280 <br /> <br />I / <br />I <br /> <br />STREAM <br />~ <br /> <br />PORCUPINE CR. <br />BEAVER CR <br />MAMM CR. <br />DRY HOLLO'vV CR. <br />DIVIDE CR. <br /> <br />MAP SHEET <br /> <br />I - 3 <br />I a 4 <br />5 - 8 <br />9 -10 <br />II -14 <br /> <br />STREAM <br />'" <br /> <br />GARFIEL D CR. <br />ALKALI CR. <br />S CANYON CR. <br />CANYON CR. <br />ELK CR. <br /> <br />MAP SHEET <br /> <br />15-16 <br />17-18 <br />19-22 <br />23-24 <br />25-29 <br /> <br />.. <br /> <br /> <br />E BY <br />. DATE <br />! , REVISION E- <br />. I '_. NT OF AGRICULTUR <br />~O lJ. S, D~:;'~~TroN SERVICE <br />~ SOIL C ~ NS <br />- FLOOD PLAI STUDY <br />ANAGEMENT <br />FLOOD PLAIN M ER TRIBUTARIES <br />COLORADO RR1VFIELD COUNTY <br />IN GA <br />COLORAD0400 <br />200 <br /> <br />w <br /> <br />C II r~' <br /> <br />200 <br />SCALE <br /> <br />IN <br /> <br />" <br /> <br />600 <br />. <br />FEET <br /> <br />. SHEET 24 OF 29 <br />