FLOOD06005

• County: Morgan
• Community: Wiggins
• Stream Name: Kiowa Creek
• Basin: South Platte
• Title: Flood Protection Improvements, Project 2 - Sheet 7
• Date: 12/1/1987
• Prepared For: Wiggins
• Prepared By: ARIX Engineers Architects Planners
• Floodplain - Doc Type: Drawing/Map

N
OJ
OZII
ZW .
Wf--~
f-- 1/)-
I/)W
U'i3t;;
Cl. ww
::;:Zf--3
U04:
-" ,
=1- Cl
COU...J .
......-iWOr-r-.
I/)O<.:t
1L 1-11
.:tOOZ .
~ .158~
0'1~_ _
.....100001-
<i .............-ILf')
tn~~~~

---
3
Io'C
X UO
0 z
ro W'2J W
0< Cl.
Z f--W
0 tLeO Cl.
z-
f-- OtL "-
as >=Otr: 0
0
tLWI/) 0
0< .- o<f-- Z
f--_j S\;;?= W
V)..j"" II
- 11 I- ~04: f--
OZ::> LLf-- 4:
-0 O<W tL
~ ZWO
-tL 4:
6~~ " W U
w= w
U-- (O.j"'lJ) ::r
52' I
~

~

~. ,(
c:1

W
>
f--
U
W
f--Zf--
>-o-z
~g:~~V1
..J Cl.-
<(we::::-
3-e ~ 3-!':
.W >c:::(W~
00>-03
f--O< >-
OZtL .>w
f--30'-:U'i~
XUf--4:~3
o .
ro~~~~~
lLlt.!H-........-W
>a:::u V1I
;:;!~;;?~~3
~>>-~~5~o
6~a)8<( ~~
--O.~~UU
I-wo:::wO LU
otf)Lf')WCOo:::l-l-
4:--f--::;: 1/)0
tn[J~~;:~~g:

d
"-
W
o ~

J J
"''0

..J
I/) ..J
Z W
..J "- '"
" ro OO::::<.D"::L. ~
" ::> f--LL u
0- 8 :< ';ij f--
W3 O<~LLf--
f-- W VI U
4:LL Co 3- 1/)0
UO ~o:'-:...J~ f--
0 tL
..JZ 31/)- '" W
w3 LL ~ -4:IZ I/)
0<0 0 _uG'it;j~~
f-- f--
W W 1-0:::.........0-1 I/)
row I/) I/)W3 aU 4:
I li: xtl:wttJGi>= U
Of- W "-
f-- I/) W<(...JU10o... 0<0
>- +, - O~~I- tX tL
,^wro jOO Nj
j..J eO 0 f-- f--::>'^ ojll
2;1i:~ 6W~ f--8(1=~~~ ...J II I-
-W UZ2: ...:r- ;3!':3
0< >0 Wo:::Ou..J1I1-
.Wf-- '~f-- zwu...J oLf) 0
4:31/) 4: f-- a~wY~x g~~
t;;1i:U'i f- 0
I/)O<U u-co.......-w

ra~
f-"
4:"
U-
03
..J
WLL
0<0
WZ
ro3
o
Of-
f-
>-
wro
j..J
i1i:t;;
"'o<U'i
.W
4:3-
t;;li:~

co
0'"
OZII
.Zw .
9wf-~
O'I--lf'l-
WI/)W
o<U'i3t;;
tL WW
::;:Zf-3
U04:
-" '
: I- ..:t
OOU...J .
........wo""'"'
I/)O<j
r<"'\ u.. I- II
NOOZ .
2; .158 ~
-~- -
....JcoCOI-
4: --I/)
tn~~~~

W
0<
~H':
uo<I
iiili:1/)
f--tLl/)
1/)::>-
N III I
'^ W f-
01..0 I- I-
_"1' <( t.f)...J
0>-00-
2;lotL~
-,,8filgs
o-...J I-
<t:Iu..ZW
~tJt?i

\\
\\\ :D
~\\\ ~ uo
2E~
u 11
4: 0
tL
\\\ \ \ III '^
\

--
--~-
- ----
- --=:::::-=- 4540
------------ -
~
~

~
~
~

14'-0"

7'-0"

I-
I
I

-

C;
..J.
..J4:
1=
I/)j
-
f-
ZO
ww
::;:f-
Cl.U
-w
3-6
wo<
tL
>-z
>::>
U'i<n!':
I~~
0<
..uo:::
W W
f-f--f-
~~~

.f-- ~
wuI
N > .<f) f--
-4:
'^ W f- III I/)
,W ~ Z > u: - X
eO W 00 ..J w:I
NI/) -0 4: f--f-- W
+ ..J3 f--' f-OIZ >~ 0 ..J
O..J U-1I-- g:~=
4:0< Z WLL::> ~"O< ..J
4: o<W W I/) Of-- O<W -4: LL
'0< ro ::;: WIIlW Of- LLf-f--
4:0 w::;: f- : I- U1 . ::;:4: o<nW '"
f--O< 8;:: 4: N<(a::: w LL 3 -0 u
1/)4: W .........oow""'"' LL>- 'X 4:
::> '0< -Ol.LaJ 9ro>- LLWW ro
~l.!:ll.r\(:1::::: 'Cr-I.f\ r--..blflO~ _ f- W 0
rof--- 00- ..JO<I/)
I.L' (/)0'0 or'l"'\UI-I-l.f) ..JW..J W "'~
Ol-O-WZI- UlfJ Ca)V1<( oo.:r>Z
~ .~I-Qo:::w~~<(~=fr] ~~~3- f'/"'\NO- 0
6wl-~ +I..J
+LL I- tflW 00 de... :;~8
"'...Juwct"'..J f-- r >- -0-
-..J-W> -lJj .C' f--Wf-- -::>0< ..JCl.
. <!z -..J .<(>Zw u . Jl (()Z .>ow .01/)
<t...oI-Z~-.JOI-<(WI- Z 4:- ::> <!OZI- ~~~
I--~WOW<(I-WWD...<(::JO I--XOO I-Cl::O<I:
IJ).....-iO u 0:::3: If')O-.J000 U I.f)WI-U Ulo...u3 1Il0U

PLAN ENLARGE~ENT
STA 8+60 TO STA 13+00
SCALE 1" = 30'

eO
>-
~
I
"
I

:,.
""
Co
I

EL. 47.1

EL. 41;.0

EL. 41.5

18'-7"

6'-0"

N
I

EX I ST. GROUND "

SECTION
SCALE: 1/4"= 1 '-0"

3'-0"

1'_0"

o 7/8"

I NS IDE

1'-0 9/16"

N
---
0
I
W
0 - e
I - <n
Z
N
---
co
,

2' DIA. I'.D. M.H.
RING & COVER

OF HIGHWAY 5

POST SUPPORT DETAIL
SCALE: 1"=1'-0"

5'-5"

8" X 5" X 3/15" 3 1/2"
GALVANIZED STEEL~ I
STRUCTURAL TU BIN 0 0

5"

~
~
t
~
t
~

REPALC8~ENT PAVING
BASE COURSE: CDH CLASS 5
SURFACE COURSE: CDH HBP
GRAD I NG EX
ASPHALT: CDH AC-IOF-MIX
DES IGN TO BE
APPROVED ~Y ENGR.
THICKNESS OF BASE COURSE AND
SURFACE COURSE TO MATCH EXIST.
+ 2".

o
.,

~

~
I

.

.

o
I

~I

7'_0"

-lo
I~

<t EXIST. 11;" A.C.
WATER Ll NE

o
I
:;.

22'-0"

o
I
j

o
I

o
I

o
I
:D

I
L____~

~

~~

PLAN-SYMMETRICAL
SCALE: 1/4"=1' -0"

o
I

30'-0" (SOUTH SIDE)
25 '_0" (NORTH SIDE)

.

I
1['"

-I'
PLA~

ROAD

SLOPE 2" --.

A
7

3-oi4 TI ES (0 9'-0" O. Co

5/8" BARS-12" FROM
BOTTOM (TYP.)

1/4" fL WELDED AT
BOTTOM

15-=9 VERT
(5 II~ EA. FACE)

REMOVEABLE POST
SUPPORT wlox50

=,, TIES" 9"

1/4" fL WELDED AT
CORNERS " BOTTOM

5'-6"

r-J/2"
~L :j

. 5 ~1 12" VERT.

2X8 TREATED LUMBER
WITH LENGTHS AS
SHOWN TO BE BOLTED
TO BOTTOM STOP LOG
AS SHIM

=6 DOWELS I(j
(2'-0" INTO
WALL)

14-~9 -, 12" EA.
WAY

CLEAR

7'-0"

SECTION
SCALE: 318"

1 '_011

E
7

A Professional Corporation

1\=lIX

Engineers Architects Planners

Gre.ley. Colorado
Grind Junction. Colorado
Riverton. Wyoming
Orem. Utah

EL. 54.3

14

12'-0" z

i'5

EA.

@ 12"

SECTION
SCALE: 3/8"=1'-0"

EL. 54.3

'\~/

@ 12" VERT.
DOWELS @ 1~"

2" CLEAR
@ 12"

EXIST. 14" A.Co
WATER LINE

THIS DRAWING IS
THE PROPERTY OF
ARIX. AND IS NOT
TO BE REPRODUCED.
MODIFIED OR USED
FOR ANV OTHER
PROJECT OR EXTEN-
SION OF THIS PRO-
JECT EXCEPT BV
AGREEMENT WITH
SAID CDMPANV_

30'-0" (SOUTH SIDE)
25'-0" (NORTH SIDE)

3847

-I

/ EX 1ST. GROUND ~
L------

#5 @ 12"

III
W

2E
>

~
I

C
7

:,-
I

-
-

~
I

SECTION
SCALE: 1/4"=1 '-0"

B
7

I

1 '_4"

~I

# 7 @ 12"
#5 @ 12"

5"

:,.
I

1 '_411

:,.
I

o
I

'"

o
I

SECTION

m

SCALE: 1"

1 '_0"

"
,
,

DEEP, 24 GA.
STEEL FORM

;/

#5 @ 12"

""''''~''''''''
#4 (3 12" IN
CENTER OF WALL

CLR.

2'-5"

1'-5"

12-#5 PLACED
AS SHOWN

PROTECTIVE CONDUIT
STA. 10+38
SCALE: 3/8"=1 '-0"

SCALE AS SHOWN

DRAWN RM
CHECKED JDA
APPROVED LJ B

DATE DEC.,1987
PROJECT NQ86136. 00

IvL
I"
" 2-
q n
~v

TOWN OF W IGG INS
MORGAN COU NTY COLORADO

MISCELLANEOUS DETAIL SHEET

PROJECT IT
KIOWA CREEK FLOOD
PROTECTION IMPROVEMENTS