FLOOD08405

• 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

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3710

3708

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STA. 235 +00
END CONSTRUCTION
MATCH EXISTING DITCH

SURVEY ~ -END OF LINE
STA. 135+ 12.47
N. 97,997.821
E.192,885.713

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100' R.O.w.
60'
25' PERMANENT EMENT
ct HIGHWA 0 SURVEY <t= 15'

STA. 222+60.29 TO STA. 235+00
TRAPEZOID DITCH - DETAIL 2

\ STA. 223 +46 TO STA. 235 +00
"'- CONSTRUCT 1,154' , OF 3 STRAND BARBED
'. WIRE FENCE 25'RT. OF DITCH CENTERLIN
'" CONNECT TO EXISTING FENCE AT STA. 223
\AND AT STA. 235 +00

P. T. STA. 228 + 07.45
N. 98,395.476
E.193,439.278

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STA. 215+00 TO STA. 222T60.2~ +
TRAPEZOID DITCH - DETAIL 2 '\ ~
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SURVEY P.1. STA. 12
= DITCH STA. 22
b.= 03036' 52" LT.
N.98,327.018
E.193,394.251
33.00' OFFSET TO DITCH ft AHD.

BENCHMARK 10: 3 60d NAILS IN FENCE POST
SOUTH SIDE U.S. 138
ELEVATION 3710.93

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P.C. STA. 223+78.94
b.= 16035'00" LT.
N. 98,573.402
E. 193,827.454

SIGN -SURVEY STA. 126+58
19 RT.

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SURVEY STA.125+05

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SURVEY PI. STA. 125+ 96.53
b.=11003'58 LT.
N.98,478.788
E.193,664.676

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SIGN - SUR Y STA. 123+50
16' RT.

P.T. STA. 223+62.00
N. 98,578.172 ~
E.193,843.706 ;::::?:"~r<' ~
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SURVEY P.. A. 123 +04.53
b.= 7 0 6'50" RT.
. 8,570.165
E.193,942.010

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\CURVE DATA
R = 80.00'
L = 101.71'
CH. = 95.00'
CDOH R.O.w. MONUMENT
SURVEY STA. 122+78.12
22.16 RT .
BENCHMARK 9: 3-60d NAILS IN POWER
EAST SIDE OF HWY. 55
ELEVATION 3709.24

POLE NO. H389 -435

P.C. STA. 222 + 60.29
= SURVEY STA.
~= 72051' RT.
N. 98,653.800
E.193,901.198
42.00' OFFSET TO ~BK.

LIGHT POLE A 0 GUY
SURVEY STA. I 3 + 25 I 25 RT.

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LTOP OF NORTH BANK

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TOP OF WEST BANK

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TRAPEZOID DITCH - DETAIL 2 760.29 L.F. \a) 0.14%

TRAPEZOID DITCH - DETAIL 2 1,239.71 L.F. (O:l 0.39 %

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SCALE VERT: I" = 2'
HORIZ.: 1"=100'

DRAWN J.T.
CHECKED J.D.A.
APPROVED G. P. B.

A Division of Versar, Inc.

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

DATE JUNE, 1990
PROJECT NO 9062.00

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

6723

SCALE: I" = 100'

3712

3710

3708

3706

3704

3702

3700

TOWN OF CROOK, COLORADO

SUB-DRAIN AND FLOOD CONTROL
IMPROVEMENTS

DITCH PLAN AND PROFILE