Laserfiche WebLink
<br /> <br />. <br /> <br />C-36 (7) <br /> <br />MATCH SHEET <br /> <br />E 1,378,000 <br /> <br />N <br />E <br /> <br />464 <br />N 623,119 <br />E 1,377,926 <br /> <br />465 <br />N 622,313 <br />E 1,378,399 <br /> <br />Pipe <br /> <br />13,18 <br />~4'-19 <br /> <br />+ <br /> <br />. <br /> <br />E :,379,000 <br /> <br />E 1,380,000 <br /> <br />E 1,381,000 <br /> <br />464 <br />N 623,542 <br />E 1,378,188 <br /> <br />~t-- <br /> <br />466 <br />N 622,434 <br />E 1,379,452 <br /> <br />467 <br />N 622,018 <br />E 1,379,993 <br /> <br />468 <br /> <br />--1~n <br /> <br /> <br />N <br />E <br /> <br />N <br />E <br /> <br />17 16 <br />20+2J7 <br />469 <br />X 30 <br /> <br />" <br /> <br />"- <br />----- <br /> <br />---- <br /> <br />----- <br /> <br />19.,~0 <br /> <br />30f9 <br /> <br />466 <br />N 621,196 <br />E 1,380,187 <br /> <br />469 <br />N 620,759 <br />E 1,360,798 <br /> <br />-+-- <br /> <br />-{--- <br /> <br />~ <br /> <br />E 1,382,000 <br /> <br />. <br /> <br />N <br /> <br />--t- <br /> <br />--1-- <br /> <br />469 <br />N 621,460 <br />E 1,381,220 <br /> <br />4817 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />- .. ...- <br />... ............ <br />... ............ <br />... ............ <br />... ............ <br />... ............ <br />... ............ <br />.0. ............ <br />... ............ <br />.0. ............ <br />... ............ <br />... ............ <br />,.. ............ <br />... ............ <br />... ............ <br />... ............ <br />... ............ <br />,.. ............ <br />... ............ <br />... ............ <br />... ............ <br />. .. ............ <br /> <br />, <br /> <br />1 100 YEAR <br />>- FLOOD <br /> <br />J <br /> <br />o <br />o <br />o <br />r<> <br />C\I <br /><D <br /> <br />Z <br /> <br />GROUND ELEVATION IN FEET ~5<8o ~ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . <br /> <br />- <br /> <br />OA <br /> <br />~ <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV. <br /> <br />~\-.- _.-+--..~ <br />8272 <br />station in 100ft. <br />o from lower study limit <br /> <br />-Q- <br />+ <br />~280 <br /> <br />o <br />o <br />o <br /> <br />(-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1-20 AND 23-29 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CF. L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 817, <br />1982. BASIS OF HORIZONTAL CONTROL: THE CO LORA DO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X= 1,516,508.42 Y=581,255.78. GNAT-X=I,231,566.60 <br />Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />6192.284. 4870.74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />~ <br />C\I <br />C\I <br /><D <br />z <br /> <br />SHEETS 21 8 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC8G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68, <br />Y= 613,033.61, CASTLE X= 1,432,094.81, Y= 623,300.73, ANTLER <br />X= 1,371,760.95, Y= 630,478.31. BASIS OF VERTICAL CONTROL: <br />USC 8 GS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING <br />BENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747.82. <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12,1983. <br />COMPILED BY BELL MAPPING CO., 500 KALAMATH ST. DENVER CO. <br /> <br /> SHEET INDEX <br /> 0 <br />--+-- 0 STREAM MAP SHEET STREAM MAP SHEET <br />0_ <br />- PORCUPINE CR, GARFIEL 0 CR. 15-16 <br />C\I 1-3 <br /><0 <br /> z BEAVER CR 184 ALKALI CR. 17-18 <br /> MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br /> DRY HOLLOW CR. 9 -10 CANYON CR 23-24 <br /> DIVIDE CR. II -14 ELK CR. 25-29 <br /> <br />--1-- <br /> <br />. <br />C-36-1 <br /> <br />,---- ------ - - --- - ---- --- ------- <br /> <br />f---- --- - - --- ----- <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />o <br />o <br />q <br />o <br />C\I <br /><D <br />Z <br /> <br />G---~- -------. <br />U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br />FLOOD PLAINS <br />FLOOD PLA IN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />200 <br />. <br />SCALE <br /> <br />IN <br /> <br />600 <br />, <br />FEET <br /> <br />'SHEET 8 OF 29 <br /> <br />, <br /> <br />. <br />