|
<br />-- -r
<br />
<br />N 628.000
<br />
<br />N 627,000
<br />
<br />MATCH SHEET
<br />
<br />N 626,000
<br />
<br />N 630,000 MATCH SHEET C-21 N 629,000
<br />
<br />1r1/~~1 !lJ1h .'w.L../L .~W / 544~::Jt~ ~t><ro ~~~ 54~9~~~'~55~~'5~ .~L~]'l~V1l~~~I!:,~ ~
<br />Ii) ~/~. '54431'/ ).-- /7// (~~~_____:--.. J ""~- ~7 ~\A:/' Li_( l ~ ~~.~.:; I~
<br />/I~ V' ~ '7 r; 0 . V "0 ., ) ~(. . ~ '" 5496.5 X ~ ~ 1M ~ W~ ./
<br />~~. . ~..v/~~~ .,.~O . ~ T /...fl"L ~r/f1/,~j~ '-'..V ~. ~. ~"L ~ O~'-r-- ~p~~e~ ~-7 0
<br />'fIA:' . I' ~ 0"'.,---J '.;v ""'\~l 5~jO~~ ~ -~ UJI, O!I'v"" .' ,.=-.... V--..rY/' 'V r~ '\ ~ ~ ... .. ::--~\Si~'3~\0~ ~2~25,728
<br />A ~~ 454.1\ D') ~~.,. .~ ~., 569 Z7 A ~b6 (u.~~~\\ \ _.{fI.c:J " ~~ ~ --0- ~ 5540 E 1,402,801
<br />
<br />~ .}X //W .' . ~ 52111 ~<:...... " " \" ~ ~\"\-== N 626,313
<br />~~. · fIr M X 544m/) . k \R> 00 D~ b49"._1.. ~,,"~~vrJ "',~~ ",402,4.2
<br />
<br />....~Y!j~.... ~r}Vfl"'...'YI.t:':'~~ ~~~ ~~~rJ:~ 0'~Lj1W/ ~I~
<br />~(l.r $4.._ 'I ~ ~~ ~ r X .~~~ ~~~ _\I .~
<br />'v'?: ~.. ~) . J~ N ~~.. ~'r, ./t.f-j:d., ~_5510.6 ~ Ij\~ 0 ~ ~O
<br />I~ ~. ~ . 49'~)~. .;,,~txf~~ ~ ~ Q ~ ~/p -- "=,\~ 5"0 (~ /,,-
<br />V ---h I~ /:;:-~r 450~" h 0 VIi )[~--.......~. Wafer ~f.-'"""":::::::::=.. ~515'0~
<br />l r ~0'f1 5440 ..' ~ \\ ~~5905 ;j;,'/ .~23~- ~/ Elev. 5513.6 . 524 -~'
<br />~::7~.. ~ '( X5448'8(][~~rlJ~~~~7/,~5wr'V~~~... ~...~... ~~~'~-=
<br />
<br /><(- X ;3:iv /P~ I, N 629,001 - ~ 0 0
<br />5'1 ---- ____ ~<v. 519 45~~' /; E 1,401,645 569 55?. --- -
<br />
<br />if : ~ .. \ G ~'lI~I~J~I~ r(~7~1.7 ~1~29,183 ~ ~~~'1~85657 ~~ ~=O "'" ~ -
<br />~ . \ E 1,401,481 521 ~
<br />. . 'i. "--...: 518 520
<br />4 'f1 5447"1 ~ ~ 519 N 628890 N 628,837 522 523 524
<br />. I ... 544,6 9.~ ---.: X5<1 6.7 X,~ I ~L~;4~~1 ~ IN 629,182 E 1,401,780 J E 1,401,809 ~ ~~~t,~1:6 N 628,467 N 627,800
<br />5447J/J~ . ". ~ \ c, \~, ,~"'ti;oE ',40',025 ~2~2.,6.5 --r~2~2. 666 522 E ','02,2" E ',402,425
<br />
<br />54~ 'f I~. \ \\\~''-~~~ ~ E ,,40',,302 ~ ~,~~~i;5 ~2f,~~,;~~, n~'o::~o
<br />1'// ". (J //1) - X5445.0 ~ "~" 0 \~~~ \ ~18629,988 _____ + /
<br />IJ,Li ~~i X5445\ ~ '\~ dl'\ ",400".,,,. ".----- __________ I
<br />2 ~}4sr A'~~ \~~~l: ::,~~6,6:" ~:,~~'~,;'" ~---;i
<br />
<br />8 J'~i39~~44295444 \ l x~~~.u~.t~~\-\~
<br />~ r II ~ 5442.8X . ~ \ I (~\\ I
<br />c ~ ~ \.
<br />~ ",~ J \\
<br />
<br />/ I . \
<br />/ I X5441.2 X544 1.7 . ..~ \ 1\'.\\
<br />517( Pile\ FREI ~ )\.~\
<br />. . 1 SAN 0 B GRAVEL ,\1 ~ "\51
<br />X 5441.0l... '- 0 I ~
<br />{t.....:0 .- -=-:::...'.....-" ~5442.3 \ 10
<br />~VEYO~ "" - - /\ I P "') : , l\ I
<br />\ ~ /Pile)} (:;')WL ~~ -~0 J ~.Y:
<br />\. - ) 5t37.8.,y) .. ~43;.5" \ l ~.
<br />o ~ ./ - " ~ 5442 /; \ X5438.0
<br />o ~(__ "j ~
<br />~- ,P( \,~) \~/ h7- ____ \ \ ""~~ ~
<br />- ~I " '" \ .P .
<br />~ '\ ~\~ i\. \ !:1 7'.......\ ____ Pi 1 e) ~ ~ _ . . . . . ------ "-..j
<br />54 .~ (' P"") 5434.5b ~\I ,-..,....::" X5438.8 a '" ~
<br />, , - X54"2 \ -f-;' 0, . I ~
<br />\~ ;-~~ ,=~) ~ ~~39' P";6B ~""~A-;-:ax: ;P:~5~5 ~ ~\~\\
<br />~Ir -; \~ ~ u, 0 X 5439 :~-,/ . ~~
<br />Iii I I (,-- - ) (Pi Ie") \. P~dl= 092 _ I 0 "54~4.'t\\ . _ '. (\j
<br />I P /1 ^' r:::::~ ~~ r7C'~~~ \ ~
<br />54iD ' ~./ ~ ~ .\. -, ~K~ )\~ fJ ---1 ti
<br />____ ~ _( =: ,'\. ~ I ~ 'p'i~ ~~ ('~ .J r \ I: 9 453.2
<br />448.) /' ~.- '{\p ile '1 ~\--..,... :_1 J - ~ ';~ ~~~~vr6 \ ~~
<br />~~~X5.' '~~~Ut '- PJO 1 ~ \\ '-- ~ ~ 1--... "'-. <1 ~'" \ ~(\V' ~~
<br />rl / I \\ : ~
<br />1\ 54 .8~ 1- r\ r\;,\ X5438.9 ;,dfl
<br />II \ \\Y(~~1! v . ~ ~ ~ \\ X5436.5\,) ~ x / V~ \111\
<br />:;68":,~ 1;, "'54~ .... I~ 5438 )) j 1 \ I.. '-Ii' ~W \
<br />VX54~~~ ~\jIC ~'9'9 u I\. . ~ - -.71~ \. \i \
<br />I) 5 2.1< ~. ~ ~ ~ ~ ~~~ ~ II
<br />( Ifl/{ ~ ~~J ~l~~t\31.2 ~~,\\""'---- <~ i -------~ \ ~ X ~~
<br />11" ~ ~ ^ t\ \ ,\\\\., ""'----..., ~ ~ '\ . f llli1LL
<br />
<br />C-22
<br />
<br />-+-
<br />
<br />525
<br />N 626,904
<br />E 1,402,053
<br />
<br />~~-
<br />~
<br />
<br />+
<br />
<br />-+-
<br />
<br />1\
<br />~~~
<br />-..jlDO
<br />00
<br />~\~
<br />
<br />517
<br />N 629,651
<br />E 1,399,412
<br />
<br />517
<br />N 628,171
<br />E 1,399,796
<br />
<br />-+-
<br />
<br />LEGEND:
<br />
<br />~-YEARFLOODBOUNDARY
<br />
<br />-+-
<br />
<br />100-YEAR FLOOD BOUNDARY
<br />
<br />.
<br />
<br />FLOODWAY
<br />
<br />+49.1
<br />5438
<br />
<br />STREAM STATIONING IN MILES
<br />
<br />BASE FLOOD ELEVATIONS (BFE)
<br />
<br />~
<br />
<br />NOTE:
<br />
<br />516
<br />N 628,026
<br />E 1,398,867
<br />
<br />Where both the Floodwey and the
<br />100-YNr Flood boundarl.. colnslde,
<br />only the Floodway Boundary Is shown.
<br />Whera both the 100-Year and the
<br />~-YNr Flood Boundarlea colnslde,
<br />only the 100-YNr Flood Boundary Is
<br />shown.
<br />
<br />2~~4;f-
<br />
<br />-+-
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />C-26
<br />
<br />J/IITY
<br />
<br />C-24
<br />
<br />4187
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOllOWING (USC B GS
<br />ANDIOR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME
<br />CATHERINE
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDINATES
<br />X = 1,516,508.42
<br />Y= 581,255.78
<br />X= 1,231,566.60
<br />Y= 523,643.10
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC B GS
<br />SEA LEVEL DATUM 8ASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />o
<br />o
<br />o
<br />N-
<br />o
<br />v_
<br />
<br /> LEGEND
<br />2:, HORIZ. CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />+ GRID POINT
<br />I , CROSS SECTION
<br />0 POLE
<br />
<br />w
<br />
<br />-,,- FENCE
<br />o TREE
<br />
<br />,.< 'YV,
<br />'vo ..J BRUSH or SCRUB
<br />
<br />,.. _ I'
<br />I I FOUNDATION or RUINS
<br />.....__J
<br />
<br />SECTION LINE
<br />
<br />o
<br />o
<br />~-
<br />o
<br />v_
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />I
<br />-1-
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />w
<br />
<br />- - APPROX. SECTION LINE
<br />
<br />COMPILATION 8Y PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. l. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16, B 17, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303 - 593-0093
<br />
<br />o
<br />o
<br />o
<br />o
<br />o
<br />v_
<br />
<br />SCALE IN FEET
<br />200 0 0 200 400
<br />I I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />w
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAIN STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />DECEMBER, 1982
<br />
|