FLOOD05783

• County: Logan
• Community: Crook
• Stream Name: Town of Crook Sub-Drain and South Platte River
• Basin: South Platte
• Title: Town of Crook Sub-Drain and Flood Control Improvements Bid Schedule I - 14 Sheets: Ditch Plan & Profile
• Date: 6/1/1990
• Prepared For: Crook / CWCB
• Floodplain - Doc Type: Floodplain Report/Masterplan

100,000

3706

3704

3702

3700

3698

3696

3694

~
<n
"
m
~
u
e,
u

~
"
C)
/"
/"
~
~
rn

o

~ /-JIM V. AND JUDY R. ROBERTS-~
STA. 184 +65 TO STA. 190 +00
TRAPEZOID DITCH WITH
MAINTENANCE ROAD ON
SOUTH SIDE. DETAIL 4
\

SCALE: 1"= 100'

25' PERMANENT EASEM NT
45' PERMANENT EASEM NT
25' CONSTRUCTION EAS MENT

STA. 188 +32
8" STEEL SEWER. VERIFY PIPE
MATERIAL IN SOUTH DITCH BAN

<X
l-
(/)

STA. 184+40:t

DEMOLISH EXISTING RIDGE. CONSTRUCT
50 L.F. OF DOUBLE 6" CMP CULVERT
INV. IN = 3697.35, I V. OUT = 3697.28
EXISTING 30" CM IR IGATION PIPE
TO REMAIN IN PLAC . RECONSTRUCT
FENCES AT ENTRAN E AND EXIT OF
NEW CULVERT

)

i

) .~.
~ i I
'-Y I II
1~ //'/
w 00 ~ '-V/' ,'(
1-'
Zw L. :
~ ~ 4 ~ ~\
<X W~,', ~
~ (/) '-V '-Y..
..---. ...----""

II
II
II
[I
I'
I I
I'
II
II
~I
I~
I~I
19
II
II
II
II

o
o
o
,..:
m

~

'-Y

"\\
\ '
I'
I '

./
( ~
"

TOWN OF
CROOK
SEWAGE LAGOON
W.S. EL. = 3704.9:!

STA. 184+52
EXISTING 30" CMP
, TO REMAIN

L~N. 8~0'23'00'\'1.

-

-- ---..-
i830 ~p~56 WI<

..

" 85
20'R.

-
'" " "
MAINTENANCE ROAD
STA. 188+ 21
SALVAGE EXISTING BRIDGE. RETURN
TIMBERS TO TOWN OF CROOK

I
II
II
II
II
bl
II
II
II
I
I
II

PI. STA. 184+ 3747
:= STA. 84+49.60 SURVEY
~= 040 18'40" RT.
N. 99,900.524
E.196,646.477
26.00' OFFSET TO ~ AHD.
SURVEY PI. STA. 84+49.60
~= 04018'40" RT.
N. 99,874.526
E.196,646.197

o
o
+
o
m

KENNETH P. AND
ROBERT A. LYNCH

(f)
co

I

PUMP ~
STATION

STA. 184+61 TO STA. 190+0
CONSTRUCT 539 L. F. OF 3 STRA
BARBED WIRE FENCE 45' LT. OF
DITCH CENTERLINE. CONNECT
TO EXISTING FENCE AT STA.
184+61. PROVIDE 16' WIDE GATE
FIELD ENTRANCE AT STA.
188+ 21.

I-
W
W
a::
l-
(/)
I
I-
,....

GERALD AND
rDITH A. RAUTH

BENCHMARK 5: 3 60d NAILS IN WHIT FENCE POST
SOUTH SIDE OF DITC NEAR SURVEY
STA. 89+00, ELEVA ION 3705.88

ul

00
I-
W
W
II
(/)

w
w
(/)

w
Z
...J

I
u
I-
~I

o
(l)
(J)
gll~
+d
190

SALVAGE EXISTING BRIDGE.
RETURN TIMBERS TO TOWN
OF CROO K
/TOP O~O:~N~_
J---

<l ROAD EL. = 3705.24
DEMOLISH EXISTING BRIDGE

-

---

II

8" STEEL SEWER. VERIFY PIPE
MATERIAL IN SOUTH DITCH BANK

II

~')()\

---

---

---

---

~
-l
Wi
W
~
(f)

4/[:"1.
1-,^'J ,-,v \

()
q\3 '
,,[j

--

~

-'

a::
W
... 3:
W
(f)
>-
0::1
~
Z
.<{
(f)

W
C)
o
a::
[]:J
I
a::
- w
0[]:J
~~
-(J) ~
T APEZOID DITCH - DETAIL 4
35 L.F. a 0.14%

50 L. F. OF DOUBLE 66" CMP
CULVERT a 0.14%

-
co

LO
..,
I'-'
(J)
0 to
<t ..,
r--: Z'
(J)
.., -l 'co
W -IN
-l :> wI'-'
W Z :>(J)
I ztO
0 LONI -..,
0 tOLO LOI~
+ ++ +jg
185

/GERALD AND EDITH A. RAUTH

STA. 165 +00 TO STA. 184 + 15
TRAPEZOID DITCH WITH
MAINTENANCE ROAD ON
NORTH SIDE. DETAIL 3

25' CONSTRUCTION EASEMENT
70' PERMANENT EASEMENT

MAINTENANCE ROAD

"

x

-

-

S 860 18r20"W. -x
x' ><-\75

"

"'-180

80

EXISTING DITCH

~ 75
B.M.4

SURVEY
CENTERLINE

P.1. STA. 181 + 39.43
~= 02042' 24" LT.
N. 99,933.751
E.196,942.654

//-GERALD AND EDITH A. RAUTH _/

"

o
o
o
<Xl
m

--
-

X-\70

70

TOP OF 5/8 REIN FORCING ROD IN FIELD
40' SOUTH OF EXISTING DITCH NEAR
SURVEY STA. 76 +00. ELEVATION 3703.45

BENCHMARK 4:

-

STA. 165+00 TO STA. 184+ 25:t
CONSTRUCT 1925! L.F. OF 4 STRAND
BARBED WIRE FENCE 45' RT. OF DITCH
CENTERLINE. CONNECT TO EXISTING
FENCE AT STA. 184 + 25

-

--
-

r---------
. . ---
/ -
--- - ---
LTOP OF NORTH BANK II

~- I
---
. . ----__ 0 JO
--
--

--

"

x

"

x

-

)<

x

DO NOT DISTURB FENCE ON
SOUTH SIDE OF DITCH

----
-
-
--
---
--
--
--
-----

---
---
---

PROPOSED DITCH INVERT

TRAPEZOID DITCH - DETAIL 3 1,915 L.F. (Cb 0.14%
o
t-:
to
(J)
to
0'"
O'
+Ld

._____--:-______fEXISTlNG DITCH INVERT

---
---
---
---
---

~ ~I

o
o
o
(J)
to
0'"
o .
+Ld
175

..
180

o~?JDl~

A Division of Versar, Inc.

Gleeley, Colorado
Grand Junction, Colorado
Riverton. Wyoming
Provo, Utah
Tempe, Arizona

---

--

----.. ----
--
----------
----

---

---

6723

o
o
o_
m
m

\D
UJ
zl-
-UJ
...JUJ
:r::r:
U(/)
I-UJ
<XuJ
::E(/)

.

-

o
o
+
10
\D

<X
l-
(/)

3706

3704

3702

\D
II-
W
W
I
(/)
W
W
(/)

3700

---
---

w
Z
...J
II
U
I-
<t
:E

3698

3696

.0 0 3694
.., to
LO l,f
(J) (J)
to to
0'" 0'"
o. o.
+d +Ld
170 165

THIS DRAWING IS
THE PROPERTY OF
ARIX, AND IS NOT
TO BE REPRODUCED,
MODIFIED on USED
FOR ANY OTHER
PROJECT OR EXTEN-
SION OF THIS PRO.
JECT EXCEPT BY
AGREEMENT WITH
SAID COMPANY.

SCALE VERT.: I" = 2'
HORIZ.:I"=IOO

DRAWN J.T.
CHECKED J.D.A.

APPROVED G. P. B.

DATE JUNE , 1990
PROJECT NO 9062.00

TOWN OF CROOK, COLORADO

SUB-DRAIN AND FLOOD CONTROL
IMPROVEMENTS

DITCH PLAN AND PROFILE