|
<br />N 632,000
<br />
<br />I
<br />-+-
<br />I
<br />
<br />2~73
<br />
<br />446
<br />N 627,790
<br />E 1,375,010
<br />
<br />--::::r z
<br />
<br />~
<br />
<br />-t-
<br />
<br />445
<br />N 630,846
<br />E 1,374,407
<br />
<br />~.
<br />
<br />\ll~~
<br />~
<br />
<br />-1--
<br />
<br />444
<br />N 630,575
<br />21,272 E 1,372,543
<br />-<;>-
<br />
<br />445
<br />N 628,593
<br />E 1,374,627
<br />
<br />~-VEARFLOODBOUNDARY
<br />
<br />.
<br />
<br />FLOODWAV
<br />
<br />100-VEAR FLOOD BOUNDARY
<br />
<br />;1-43.0
<br />I 5340
<br />~
<br />
<br />STREAM STATIONING IN MILES
<br />
<br />NOTE:
<br />
<br />BASE FLOOD ELEVATIONS (BFE)
<br />
<br />Where both the FloodwlY Ind the
<br />100-Vear Flood boundaries colnslde,
<br />only the Floodway Boundary Is shown.
<br />Where both the 100-Vear and the
<br />SOO-Vear Flood Bounderles colnslde,
<br />only the 100-V.ar Flood Boundary Is
<br />443
<br />shown. N 527,639
<br />E 1,371,866
<br />
<br />443
<br />N 630,448
<br />E 1,371,603
<br />
<br />1112
<br />2+"
<br />1
<br />
<br />443
<br />N 627,132
<br />E 1,371,633
<br />
<br />N 631,000
<br />
<br />~~
<br />~
<br />
<br />...
<br />
<br />MATCH
<br />
<br />SHEE T
<br />
<br />N 630,000
<br />
<br />MATCH SHEET
<br />
<br />C-39
<br />
<br />C-35
<br />
<br />N 629,000
<br />
<br />(,\ '.
<br />X l\ \
<br />5350.8 ~)' 2~O
<br />~\ 5~~ FtC~~~
<br />5~0 ~ ( ..~ \. '5'2"!;O "~"~' A'" X 5347.2
<br />;~~ '~: ~O ~
<br />5347.7X 5348.dX" ~ '. :.
<br />
<br />~ ~ -L~
<br />
<br />N 628,000
<br />
<br />Sds.
<br />
<br />f'---53
<br />... So
<br />
<br />(
<br />~.-..~
<br />5348.J-
<br />
<br />5349.1
<br />X
<br />
<br />"n;,~
<br />
<br />\\
<br />X534
<br />
<br />-......--..~
<br />~
<br />
<br />~
<br />
<br />" ~~
<br />
<br />\" .:::
<br />\.
<br />447
<br />
<br />~
<br />
<br />o
<br />o
<br />q,
<br />-~ ~
<br />
<br />:~
<br />
<br />~~
<br />....,
<br />
<br />'..
<br />
<br />~
<br />
<br />~5346'6 <
<br />X5345.5 { .
<br />{ .
<br />. \\ S~~ ~
<br />-~ ,j~lJ
<br />
<br />\..-f \ 444 ~
<br />
<br />X 5345.2
<br />
<br />'. 5340-
<br />
<br />X5343.8
<br />
<br />~
<br />/)
<br />C-37
<br />
<br />~
<br />
<br />-,
<br />
<br />4076 -
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br /> NAME ORDER COORDINATES
<br />0 CATHERINE 2nd X = 1,516,508.42
<br />0
<br />0 Y= 581,255.78
<br />I!) GNAT 3rd X= 1,231,566.60
<br />I'-
<br />r<l Y= 523,643.10
<br />...:
<br />w
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOL.LOWING BENCHMARKS:
<br />
<br />NAME
<br />D-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />LEGEND
<br />
<br />6 HORIZ. CONTROL
<br />o VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />
<br />+ GRID POINT
<br />
<br />w
<br />
<br />I CROSS SECTION
<br />
<br />o POLE
<br />
<br />CD
<br />r<l
<br />1
<br />U
<br />
<br />->(- FENCE
<br />o TREE
<br />
<br />f-
<br />W
<br />W
<br />I
<br />(J)
<br />
<br />;. Y'YJ
<br />"-" BRUSH or SCRUB
<br />
<br />r- - I'
<br />1 I FOUNDATION or RUINS
<br />....__.J
<br />
<br />I
<br />U
<br />f-
<br /><(
<br />::;:
<br />
<br />- SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />I
<br />-1-
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />o
<br />o
<br />o
<br />r0
<br />I'-
<br />"l
<br />
<br />- - APPROX. SECT ION LINE
<br />
<br />w
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 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 />SCALE IN FEET
<br />200 0 0 200 400
<br />I ' , I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<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 />
|