Laserfiche WebLink
<br />. <br /> <br />~~ <br />~~:~ <br />~~565.2 <br />~~~__~56 '- ~l~J <br />~~- - <br />~~ ~--=~--- <br />~- <br />=-=~ <br />(Q <br />55~0.. <br /> <br />'. <br /> <br />. <br /> <br />E 1,420,000 <br /> <br />E 1,421,000 <br /> <br />E 1,422,000 <br /> <br />E 1,423,000 <br /> <br />E 1,424,000 <br /> <br />~s <br />.~ <br />9'& <br /> <br />~! <br />,)&~'.,JO <br />,)/ <br /> <br /> <br />631 <br />N 638,628 <br />E 1,423,417 <br /> <br /> <br />630 <br />N 638,075 <br />E 1,422,566 <br /> <br />o <br />o <br />o <br />.0 <br />r<) <br />(Q <br />z <br /> <br /> <br />N <br />E <br /> <br />54Er. <br /> <br />5551.6 <br /> <br />~--~--~ <br />~ "- --=--:;; c..--= ~ <br />= <br />o 55 8.2 <br /> <br /> <br />~ <br />E~N 0 <br /> <br />~ <br /> <br />w <br /> <br />5541.2= <br /> <br />/ <br />o <br /> <br />5541. = <br />~540:'-~ <br /> <br />611 <br />N 636,944 <br />E 1,422,434 <br /> <br />612 <br />N 636,944 <br />E 1,422,434 <br /> <br />5532.6 <br /> <br />5530. <br /> <br />o <br /> <br />5531.5==--.. <br />...~ <br /> <br />-5530 <br />"~~'16'20 <br /> <br />~ <br /> <br />. . <br /> <br />( <br /> <br />613 <br />N 636,641 <br />E 1,422,507 <br /> <br />613 <br />N 636,778 <br />E 1,422,609 <br /> <br />RiVER <br /> <br />610 <br />N 636,395 <br />E 1,422,691 <br /> <br />614 <br />N 636,073 <br />E 1,422,020 <br /> <br />614 <br />N 636,352 <br />E 1,422,961 <br /> <br />._.~- <br /> <br />~- <br /> <br />o <br /> <br />o <br /> <br />NEW <br /> <br />CASTLE <br /> <br /> <br />609 <br />N 636,606 <br />E 1,421,519 <br /> <br />o MOUNTAIN SHADOWS <br /> <br />611 <br />N 637,380 <br />E 1,422,899 <br /> <br />)( <br /> <br />" / <br />I~ SUBDIVISION <br /> <br />630 <br />N 637,022 <br />E 1,423,313 <br /> <br />614 <br />N 636,809 <br />[ 1,423,423 <br /> <br />612 <br />N 637,344 <br />E 1,422,955 <br /> <br />Q) <br />- <br />I <br />(j <br /> <br />617 <br />N 636,689 <br />E 1,423,905 <br /> <br />615 <br />N 636,583 <br />E 1,423,798 <br /> <br />616 <br />N 636,556 <br />t 1,423,827 <br /> <br />614 <br />N 636,932 <br />E 1,423,867 <br /> <br />613 <br />N 637,229 <br />E 1,423,111 <br /> <br />I- <br />I.J.J <br />I.J.J <br />::c- <br />C1) <br /> <br />;( <br /> <br />09 <br />N 635,690 <br />E 1,423,187 <br /> <br />618 <br />N 636,284 <br />E 1,424,291 <br /> <br />h",) <br />:\" ,j <br />v' . <br />(>~ <br /> <br />o <br />o <br />o <br /><:J"- <br />r<) <br />(Q <br />z <br /> <br />617 <br />N 636,123 <br />E 1,423,724 <br /> <br />APPLETREE PARK SUBDIVISION <br /> <br />N <br />E <br /> <br />I <br />I~ <br /> <br />/ <br />/ <br /> <br />608 <br />N 634,613 <br />E 1,422,248 <br /> <br />-y <br />/ ' <br /> <br />NOTE: Consult U.S. Army Corps of Engineers Reports for <br />Colorodo River Moin Stem Flood Boundories. <br /> <br />o <br />00 <br />It). <br />~ <br /> <br />,. <br /> <br />, <br /> <br />Iv <br /> <br />€19)( <br />619 <br />N 635,910 <br />E 1,424,913 <br /> <br />N <br />E <br /> <br />)( <br /> <br />~ <br /> <br /># <br />roo <br />.? <br />,. <br />Iv <br /> <br />~ <br /> <br />1~25 <br />'i(~ <br />.9''-' <br />/'io <br /> <br />)( ~. <br /> <br />'j <br />-. <br /> <br />620 <br />N 635,465 <br />E 1,425,3)1 <br />/ <br /> <br />.' ,. <br /> <br />N 635,206 <br />E 1,425,028 <br />620 <br /> <br />C-17. <br /> <br /><' <br /> <br />MATCH SHEET <br /> <br />C-17-1 (IS) <br /> <br />~ <br /> <br />f~: tt; <br /> <br />-$-1 <br /> <br />4825 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />o <br />o <br />o <br />. <br />(J) <br />ro <br />(Q <br /> <br /> <br />z <br /> <br />.. - ... <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~ 5<80 ______ <br />MEAN SEA LEVEL DATUM <br /> <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. .. A <br />CROSS SECTION CONTINUED . . <br /> <br />t- <br />LJ.J <br />LJ.J <br />:I: <br />en <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 100ff) <br />o from lower study limit <br />-Q- <br />+ <br />5280 <br /> <br />:I: <br />U <br />t- <br /><[ <br />:E <br /> <br />o <br />o <br />o <br />OJ <br />r<) <br />(Q <br />z <br /> <br />C-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. 15,168. 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO 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,23I,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 />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 (USC8.G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X=I,395,770.68. <br />Y=613,033.6I, CASTLE X= 1,432,094.81, Y= 623,300.73, ANTLER <br />x= I, 371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL: <br />USC BGS 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 /> STREAM MAP SHEET STREAM MAP SHEET <br /> PORCUPINE CR. I - 3 GARFIEL 0 CR. 15-16 <br /> BEAVER CR 18.4 ALKALI CR. 17-IB <br />0 MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br />0 DRY HOLLOW CR. 9 -10 CANYON CR. 23-24 <br />0 <br />r: DIVIDE CR. II -14 ELK CR. 25-29 <br />r<) <br />(Q <br />z <br /> <br />F REVISION- <br /> <br />DATE <br /> <br />BY <br /> <br />o <br />o <br />o. <br />(Q <br />r<) <br />(Q <br />z <br /> <br />~- ---.---- <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 COUr'~TY <br />COLORADO <br />200 400 <br /> <br />200 <br />, <br />SCALE <br /> <br />o <br /> <br />600 <br />. <br />FEET <br /> <br />IN <br /> <br />SHEET 17 OF 29 <br /> <br />" <br />