FLOOD07009

• County: Logan
• Community: Crook
• Stream Name: S. Platte River
• Basin: South Platte
• Title: South Platte Levee and Jetty Improvements: Sheet 9
• Date: 10/1/1987
• Prepared For: Crook
• Floodplain - Doc Type: Drawing/Map

3742

SEE PROFILE, SHEET 3,FOR
DESIGN TOP OF
JETTY ELEVATION

8'

DOWNSTREAM

<t. CREST OF JETTY
#5 BAR,GALVANIZED,@sO'
SPACING ALOI\!G; JETTIES

LANDSlDE

SEE PROFILE FOR
DESIGN TOP OF
LEVEE ELEVATlOIJ

r---- HORIZONTAL. CONTROL LINE
I

UPSTREAM

Co' FOR JETTY fJO. I
5' FOR JETTY NO 2.

~'

~'

4'

RIVERSIDE

l:)(.ISTING, RIVER.
&ED (APPROXIMATE;

I COMPACTED
SOIL-CEMENT

::t

EX\STIt-JG, HARMONY DITCH NO_ 3

L

- --..
"-.
"-.

~-
./
./
"-.- --- ~
"---- -- - - _..../ Co" TOPSOIL STRIPPlN BY OTHERS

TYPICAL LEVEE SECTION- OPTION A

SCALE: 1" = 5'

EXISTIN~ TOP 8" TO 12' ~~ DITC.H
OF Bt\NK~ '~I d
~ 8 TYP. EXISTINg DITCH
~ ~ (INVERT
COMP><:TED - -:- = '~~ II m' .//'/
SOl L CEMENT ~---'"
"\

18"

STA. 117+50 TO STA. 146+07
OT A. 149 I 10 TO OT A. 246 I 45 NOT IN CONTRACT
SCALE: 1"= 5'

TYPICAL JETTY SECTION

DETAIL G
BANK PROTECTION
STA. 114+40 TO STA. 114+90
SCALE: 1"=5'

FEI-lCE REMOVAL AIJD <'EPLACEMENT
BY OTHER.". NEW FENCE SHALL BE
CDOH STD M-Co07-1 4-STRAND
BARBED WIRE W/METAL WJE POSTS
AND t.JOODEN END P05TS(BRACED)

SEE PROFILE FOR
DESIG,N TOP OF
LEVEE ELEVATIOI\!

4-(

-1- ~ORIZONTAL CONTROL LINE

.~--.

~ "/
/'
L~/'

L<o" TOP50IL
STRIPPING,

TYPICAL LEVEE
SECTIO'"

LANDSIDE

5'

:3" THICK
ROAD BASE

RIVERSIDE

~E

EXISTING, G;ROUND
SURFACE~

-------~->-

HARMONY
DITCH NO.3

..........
""-
..........
----
~

~

IE

PROFILE-TYPICAL ACCESS DRIVE OVER LEVEE
SCALE: 1" =10'

w
o
Zz
Wo
ffi-
LL~
~tn

TYPICAL LEVEE SECTION- OPTION A
Ii ~: ~ ~;:~~ ~g ~~ ~-. 117D'111~ NOT IN CONTRACT

---..
"'"
'"
'---...

ST A. 5+81 TO ST A. 34+85
ST A. 35+30 TO ST A. 35+80
STA. 36+10 TO STA. 117+50
NOTE:EKTERIOR OF LEVEE SHALL SCALE:
ec AS 5HOWN FOR ALTERNATIVE A

1"= 5'

HORIZONTAL CONTROL U"'E

1

1

1

1

LAND5IDE

f<JVERSIDE

County Route 1

SEE PROFILE FOR
DESIG,N TOP OF
LEVEE ElEVATION

5'ORG;'

5' o~<o'

G'

3" ROAD BASE

LEVEE If:..

T

T

T

T

T

SECTION E
TYPICAL ACCESS DRIVE
SCALE: 1"= 10'

\ SHADING, DaOTES 3' THICK ROAD BASE I
E>'1' OTHERS

/-
------.."-... DITCH ./
"-... ./
~ --/
~---_.-/

II
-I
of- 0
air ?w
+:rr--uJ
1Of- ,I)>
-"z<(w
f::Uf-..J
<.Il(,ll<.ll<:fl

~ E.XISTIN~
/l-CCESS DRIY~

I
HOO

liDO VC ,
e = +0.4~
2
;:i\
5:
to ;:>
0 0
0 't
to +
0
0! 2
6i
C\I to
n: 0
D-
> ;:>
11 0
<t
+
I I
2+00 3+00

<2
~
to

0...
::>

<t
0!
6i
C\I
o
0..
::>

1100 VC
e. =- + O.:?~

TYPICAL LEVEE SECTION- OPTION B
SCALE: 1"= 5'
o~3
<;?Cic,w
to a: C\lW
<(~<(GJ
Ilo'VC ti)5tn..J
e = +0.21' ~ 11c.;J

110' VC
e.= +0.18'

3735

<\l
<l)
6i
<\J
U
0...
>
a
<l)
_ -0.28~ _ +

o
o
+

3725

<t
l()
-\ ~
~EXISTIN~ =-------~
gRADE

In
to
ai
C\J

to
I'-
r..:
<\J
o
D-
>
o
<0
+

3735

0..9
o
C\l
to

3725

<t
q
C\J
to

0::
::>
l()
o
T

~
0..9 q- 6\
<l) 61 PROPOSED
C\I <i PROFILE <\l
,l1 r<1
r<) gR.~DE
0: tr
f- ::>
D- ? >
> 0
0 +\.457"/0 -1.415 '70 't
0! +
T
-- ---
~ ~
,<) EXISTINCi RO/l-D ,<)
"' CiRADE r<l
0 5:
0.. ;:>
::> 240 VC 0
2 C\1
e. = -0.87 T

~
C\I
,(J

~
N
,(J
(j
0..
>
o
1O
+

3735

<>15"10
+\.c..>

3730

3730

3735

o
D-
::>
o
111
-O.04~o +

lri
C\J
cJ
,.0

I
7+00

C\J
~
<J:)
C\J
n:
::>
o
o
TI
8+00

O.~G,~

-0.07 'ro

~20 VC
e = -1.5iD'

b::
::>
a
-s
+

3730

<J:)
fIi
r<l
0::
>
111
61
+

3730

I I I
4+00 5+00 6+00

COUNTY ROAD 158 PROFILE

I
9+00

I
0+00

I
1+00

I I I
2+00 3+00 4+00

COUNTY ROAD 77 PROFILE

I
5+00

I
6+00

SCALE: 1'= 5' V.
1'= 50' H.

It:

r:L' 8'
[ EXI'STlNC;
C,RADE
.2.'10 ~
--~~ /-V""Wk'-,~y~~ ---

COMPACTED 13" COM PAC- TED ROAD BASE I
SUBGRADE. B'f OTHERS

~

SEE PROFILE FOR
PROPOSED qRADE

SCALE: 1'=5' V., 1'=50' H.

SECTION H
IMPROVED FARM ACCESS ROAD
SCALE: 1" 1 0'

G TOPSOIL STRIPPINq EI1HER
IDE OF EXISTINq ROAD
BY OTHERS
SECTION F
TYPICAL COUNTY ROAD SECTION
SCALE: 1" 1 0'

MULLER ENGINEERING COMPANY, INC.

CONSULTING ENGINEERS
7000 WEST FOURTEENTH AVENUE
LAKEWOOD. COIDRADO 80215
[phone]

SOUTH PLATTE LEVEE AND
JETTY IMPROVEMENTS

i"'
I ___2 "10

(i," TOPSOIL

REVISIONS
NO. DATE BY CHK'D. DESCRIPTION

I' THICK MIN.
EXISTING, ~
RIVERBANK. '=1\ ~-=-

C:XI'STING. DEBRIS EARTH ALL TOP I' SHALL BE
COMPAC.TED TO 85 % OF
MAX. DENSITY.
SECTION I
COVERING EXISTING DEBRIS
SCALE: 1" 1 0'

TYPICAL SECTIONS

TOWN OF CROOK,
COLORADO

DESIGNED JTW DATE OCT., 1987
DRAWN SS DWG. NO.
CHECKED JTW PROJ. NO. 8708
SCALE AS SHOWN SHEET 9 OF 15