1997-04-01 Preliminary Engineering Study
~~
I
I
, I
I
I
I
I
I
;1
I
I
I
I
I
I
I
I
I
I
Center Oaks Industrial Park
Preliminary Engineering Study
City of Albertville
Albertville, MN
SEH No. A-ALBEV 9702.00
April 1, 1997
;.HORT ELl!O l HErJDRICKSON ~!\IC,
~SEH
MULTIDISGIf'UNEIJ.
SI~.IGlE S~HJIUL
I
I
I
I
I
I
I
I
I
I
I
I.
I
I
I
I
I
I
I
.
Center Oaks Industrial Park
Preliminary Engineering Study
City of Albertville
Albertville, MN
.
SEH No. A-ALBEV 9702.00
March 12, 1997
I hereby certify that this. report was prepared by me or under my
direct supervision, and that I ulye~ Engineer under the
laws of the StateofMinneso .
Date: April 1. 1997
Short Elliott Hendrickson Inc.
113 South 5th Avenue
P.O. Box 1717
St. Cloud, MN 56302-1717
320 252-4740
800 572..0617
320 251-8760 Fax
Reg. No.
18192
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
_~eJ
113 S. FIFTH A VENUE, P. O. BOX 1717, ST. CLOUD, MN 56302-1717 320252-4740 800572-0617 320251-8760 FAX
ARCHITECTURE ENGINEERING ENVIRONMENTAL TRANSPORTATION
April 1, 1997
Honorable Mayor and Members of the City Council
c/o Mr. Gary Hale
City Administrator
City of Albertville
5975 Main Avenue Northeast
P.O. Box 9
Albertville, MN 55301-0009
Dear Mayor and Members of the City Council
RE: Albertville, Minnesota
Center Oaks Industrial Park
SEH No. A-ALBEV 9702.00
Enclosed is the Preliminary Engineering Study for the above referenced improvement. It includes
recommendations, probable costs, and estimated assessments.
Please contact me if you have any questions.
'~l~
eter J. Carlson, P.E.
City Engineer
djg
Enclosure
J:\ALBEV\9702\REPORTSlREPORT.REV
SHORT ELLIOTT
HENDRICKSON INC.
ST. PAUL, MN
MINNEAPOLIS, MN
EQUAL OPPORTUNITY EMPLOYER
QHIPPEWA FALLS, WI
MADISON, WI
LAKE COUNTY. IN
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Table of Contents
Certification Page
Cover Letter
Table of Contents
Page
1.0 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
2.0 Existing Conditions ............................... 1
3.0 Proposed Improvements - Option 1 .................. 1
3.1 Water Main ............................................. 1
3.2 Sanitary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
3.3 Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
4.0 Proposed Improvements - Option 2 ................... 2
4.1 Water Main .............................................2
4.2 Sanitary Sewer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
4.3 Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
5.0 Feasibility and Recommendations ................... 3
6.0 Project Cost Summary .. . . . . . . . ~ . . . . . . . . . . . . . . . . . .. 3
7.0 Trunk Costs . . . . . . . . . . . . . . . . . a a II a a a a . a . . . . . . . . . . .. 4
8.0 Lateral Benefits . . . . . . . . . . . . . . . . II . . . . . . . . . . . . . . . . .. 4
9.0 Preliminary Assessment Roll .... 0 . . . . . . . . . . . . . . . . .. 4
List of Tables
Table 1
Statement of Probable Cost ........................... 3
Table 2
Lateral Benefits .................................... 4
Table 3
Assessment Roll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Center Oaks Industrial Park A-ALBEV 9702.00
Albertville, MN Page i
I
I
,I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
List of Exhibits
Exhibit A - Option 1
Water Main Location Map
Sanitary Sewer Location Map
Impacted Area of Extension
Exhibit B - Option 2
Water Main Location Map
Sanitary Sewer Location Map
Impacted Area of Extension
Exhibit C - Option 1
Statement of Probable Cost - Water Main
Statement of Probable Cost ~ Sanitary Sewer
Exhibit 0 - Option 2
Statement of Probable Cost - Water Main
Statement of Probable Cost - Sanitary Sewer
Center Oaks Industrial Park
. Albertville, MN
A-ALBEV 9702.00
Pageii
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
April 1, 1997
Center Oaks Industrial Park
Preliminary Engineering Study
for the
City of Albertville
Albertville, MN
1.0 Introduction
This report contains the results of a Preliminary Engineering Study for the
extension of trunk sanitary sewer and water main to the proposed Center Oaks
Industrial Park. This industrial park and the nearby future residential
developments will benefit from these proposed improvements. The technical
and financial feasibility of two options for this project are discussed in this
report, along with the potential benefits of the proposed improvements.
2.0 Existing Conditions
Currently, there is a 12 inch water main located approximately 30 feet left of
the centerline of County State-Aid Highway (CSAH) 37. This water main
terminates at the west end of Parkside Second Addi~ion; about 350 feet
northwest of the intersection of Kahler Drive and CSAiI.37. PciraUeling this
water main 20 feet to the south is an existing 12 inch trunk sanitary sewer line
that ends at a manhole in the same vicinity. The trunk sanitary sewer line is
about 14 feet deep at this manhole.
3.0 Proposed Improvements - Option 1
3.1 Water Main
The proposed trunk water main should be looped to the existing water main in
order to maintain fire flows and water quality, however, there is no existing
trunk water main in the vicinity that can be looped into as a part of this project.
With this option, the proposed 12 inch water main will be extended from the
end of the existing system along CSAH 37, turn south into a future residential
subdivision, and angle west to follow a proposed street within that subdivision
The trunk water main will continue west along this proposed street through a
A-ALBEV 9702.00
Page 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.2
3.3
4.0
4.1
4.2
future apartment site to a point south of the entrance street of the proposed
Center Oaks Industrial Park. From there the trunk water main will angle north,
installed under CSAH 37 by either boring or jacking in-place, extend to the
northwest comer of Center Oaks Industrial Park, and eJId there. Eventually,
this trunk. water main will connect to a future trunk. water main on the north
side ofInterstate 94 (see Exhibit A-I).
Sanitary Sewer
The proposed sanitary sewer improvements will connect to the existing system
at the manhole located on the south side ofCSAH 37 and the west lot line of
Parkside Second Addition. From there, a 10 inch sanitary trunk line will extend
along a similiar route as the above mentioned trunk water main, except that it
will extend to a future street intersection, turn north, and tenninate when it
reaches CSAH 37 again (see Exhibit A-2). This trunk. sanitary sewer line will
be placed at a slope of 0.25 percent to ensure adequate cover at the upstream
end and an average flow velocity greater than 2 feet per second.
Notes
The future subdivision property that the utilties will cross is owned by Sylvester
Kolles and is currently being used as farmland. Mr. Kolles indicated he is not
ready to develop this property, however, if this option is chosen he must agree
upon the future street alignment. Since Mr. Kolles is not ready to develop, the
developer of Center Oaks Industrial Park will cover the cost of this
improvement until Mr. Kolles is ready to develop his property. The trunk. water
main costs were calculated to included the future extension under Interstate 94.
Proposed Improvements - Option 2
Water Main
Option 2 includes a proposed 12 inch water main that also extends from the end
of the existing system along CSAH 37, but it will continue along CSAH 37
until it reaches the southwest comer of Center Oaks Industrial Park. At that
point, it will angle north, extend to the northwest comer of Center Oaks
Industrial Park, and tenninate there. Eventually, this trunk water main will
connect to a future trunk water main on the north side of Interstate 94 (see
Exhibit B-1).
Sanitary Sewer
The sanitary sewer portion of Option 2 will begin at the same point as Option
I. The proposed improvements will be extended along CSAH 37 and tenninate
at a point directly south of the proposed street into Center Oaks Industrial
Park(see Exhibit B-2). As with the first option, this trunk sanitary sewer line
will need to be placed at a slope of 0.25 percent to ensure adequate cover at the
upstream end and an average flow velocity greater than 2 feet per second.
Center Oaks Industrial Park
Albertville, MN
A-ALBEV 9702.00
Page 2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
4.3
5.0
6.0
Notes
The second option will not require CSAH 37 to be dug up because the utilities
will be installed outside the roadway. However, it will cause traffic disruption
and damage to the roadway may occur. The trunk water main costs were
calculated to include the future extension under Interstate 94.
Feasibility and Recommendations
This project is necessary, feasible, and cost effective. Extending the existing
utilities to the proposed Center Oaks Industrial Park will promote businesses
to locate in this area. However, when comparing the two options, the first one
will be more cost-effective because the future developments to the south of
CSAH 37 will also benefit from the trunk water main and sanitary lines. Also,
these properties can be assessed to decrease the cost of the trunk utility lines.
Where the proposed improvements will cross Mr. Kolles property, the
agricultural use of this land will continue until the future residential subdivision
is constructed. The assessments to this property will be deferred until that time
as weft Sanitary sewer and water main materials and alignments have been
estimated to minimize initial costs to the property owners, and to minimize
maintenance cost to the City in the future.
This project infeasible and it is recommended that the proposed improvements
be designed and constructed as outlined in Option 1 of this report.
Project Cost Summary
The total estimated cost for the trunk water main is $154,900 and $142,500 for
the trunk sanitary sewer. Table 1 summarizes the estimated costs for the various
components of the project which are based on 1997 construction prices. The
proposed assessments for this project are shown in the Preliminary Assessment
Roll, and are broken down by individual properties.
Item Trunk Trunk Total
Water Main Sanitary Sewer
Construction Costs $120,700 $111,100 $231 ,800
Engineering $17,100 $15,700 $32,800
Financing! Administrative $17,100 $15,700 $32,800
Subtotal $154,900 $142,500 $297,400
Less Lateral Benefit ($78,400) ($71,700) ($150,100)
Total Assessed Cost $76,500 $70,800 $147,300
Water Main and Sanitary Sewer Service Area 57 Acres
Center Oaks Industrial Park
Albertville, MN
_ A-ALBEV 9702.00
Page 3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
7.0 Trunk Costs
The area of potential development benefitting from the proposed trunk water
main and sanitary sewer lines is 57 acres. See the exhibit section for maps
showing the e:kact areas benefitting from these improvements. Most of this area
is included in concept plans for a subdivision and an apartment site. The,
remainder of this area is the proposed Center Oaks Industrial Park. Lateral
benefits to these sites include 2,400 LF of 8 inch water main and 2,150 LF of
8 inch sanitary sewer.
8.0 Lateral Benefits
Typically, lateral benefit costs are assessed to the benefitting properties if the
project proceeds as a city project. If project proceeds as a private project the
pipe oversizing and extra depth costs are paid by the city to the developer.
Water Main Sanitary Sewer
Property I.D. Lateral Lateral Lateral Lateral Lateral Lateral
No. Benefit Assessment Assessment Benefit Assessment Assessment
Footage Rate Footage Rate
~/ 101-500-352302 1,060 $31.88 $33,793 0 $32.93 $0
~eu
~ - 101-500-353200 220 $31.88 $7,014 1,050 $32.93 $34,577
~~- 101-500-353100 1,120 $31.88 $35,706 1,100 $32.93 $36,223
Total 2,400 $76,512 2,150 $70,800
9.0 Preliminary Assessment Roll
~;:~!~:!::~:~:~:!!!ii::I!:!!II!I!II:!...!~:ii.i.!.il:1...:li::ilj.:.::::!::.:!:!:lil::l:l:lllli:ilII11111111ill.:.:.:::::::::::::::::::::,~,:,~,~J:iiii1iiiillj:ll1111111:11111:1:IJlllllllllil.llllliilI11ill,:illiii:ir:.:.::~:ljj.jl::!:ll,illlil.!.:.i:i:i.!!.!l::l!lii!l:!ii!::!lilil!I:!!::I:'jll:iii!lll!llill:lil!!I!!!i:ii!li:lll.
Property I.D. Assessable Acres Trunk Water
(Water Main & Assessment
No. Sanitary Sewer) $1,400 Per Acre
~ ~ 101-500-352301 8.98 $12,572
~//~ 101-500:'352302 8.63 $12,082
)t.~~ 101-500-352400 1.67 $2,338
J.7~ 101-500-353100 19.93 $27,902
'f(~I,t:4 101-500-353200 17.92 $25,088
Total 57.13 $79,982
Trunk Sewer
Assessment
$1,300 Per Acre
$11,674
$11,219
$2,171
$25,909
$23,296
$74,269
Center Oaks Industrial Park
Albertville, MN
A-ALBEV 9702.00
Page 4
~
Q:
~ )
?l
z
3=
o
....
l /
~I I)
- l./
'-----
/")
/
!_...//
r_\
(\
. " (
c- \ l i I
) " :
\. I !
'- EJ I"te:
- !!
....,
LJi'
f7-'-'-' ~!
/1 :
,/./ . i
I !
" ,
I ;
" :
I I
z.. !
:;[ I I
:2 . '
0: I
W .
~I
~.
a.. I
...... .
o I
~ .
(\I I rl
---./
,//...... -.....1"/
..... .
,/ I ('.)
,0
il
r
I
,
I
I
I
I
I
I
I
I
I
I
I
I
,
I
I
I
I
I
f
I
I
I
I I I
I I I I
I /J L_J
I J / ,. --I
L_...:=____________J I I
I r---------------'" \. I I
I , ' ---' I
I 'I
I I -, r---
'u I I
I I I ,
I I I I
II I I
, I I
I r I
I II I k..
I I I
III II I
I I I
II 111
I I .-- I
I: --. ----==11
,. I I
I
I
"-. --.
)
.I
r/
~
I I
\ I
. .-"''' .....----.....J \
"...' ... ---
~---..I /,/"
7/~ // II
t'll II II
1 I I I I
.....-_-1. L I I I I
.........-_ I ---------/ I I I
~I ,...-------_ l .1 I
~/' I ..., , " II
,.1 II"....' II
. i'l I I ...., ....-.1 I
...~.I II....
< ojl,/I "I I .....7 '
...J c:). ( ) I
a.. ~,jl '_I I I
J: ~r./ 'I'
...... f/ I I
I I 1 I
:.<: . I I I
~ III I "
..., I" I
"
o
~
01
l
)
,/
I ,
I I
I
1 I
/ /
/ /
/ /
1 /
I 1
I I
I I
I I
I I
I I
1 I
/1
/ /
--_...../ //
.....
-.--.-
Slllil1 31VllOdllO~
i
.
,
,
.
,
.... ......
\
1 1
._.~
I' -
I I a..
I I >-
I I l-
I I
I I
I I
I I
--.....J l ~
----...........'......., ~
.... ....
......,.................
....
>
l.1..
ttI
'-,/
NIV.,
/ -,
)
III
:.<:
<
a..
...J
<
...... to-
o: I'l
I- ~
III
::J en
0 u
Z
III
:.c:
<
0
0:
W
I-
Z
W
U
o
o
'"
/
~
g
....
o
lOL6^381V H3S
- --
- --
- --
--------
o...~<(
<(o:~
~<(O
0...00
Z-lUJ
O<(Z
--Z
~g:~
() 00 -
O:::::)UJ
-10-1
Z-I
Z-f::
<(000:
~~UJ
<(CO
0:0-1
UJ <(
1-0:
~~
"':UJ
<to
I-
CO
I
X
w
r'l
lJ1
..
N
0
..
0
rl
t-
i 0>
0>
rl
.;
N
H
~
!
~
I
I1l
~
(1)
......
'tl
rtl
U
......
N
0
t-
O>
......
~
,.Q
rl
III
......
..
on
- -
lJ)
0
CO
lJ)
..
'"
0
l"-
i '"
'"
n
,
'"
N
l-I
III
:s
,g
Ul
Ul
I
III
~
())
-...
'd
III
U
-...
N
0
I"-
'"
-...
~
lOLM381V H3S ..0
r-l
III
-...
-n
~I
~
'- --
\j l
<.j
'"
:;;
ci
U
tr
WJ. -.
::;;
:::;
o
u
)
--
n.
.Jl
z
~
o
....
l~)
w
'"
r\
( \-
"
'L
...'./
\
) .
)
./
./
r~
\
(J
"-
)
.I
/'
/ /---------/l
, ,
\ \
__r...... .....---~ \
.,,' ./ ---
if- / I ,," ~ ,
~ / / I I
/ I / II
Icri / / " ,
....- -1 fL / / ,
.... - , ------- ....j / I I
---,1,-----__.:.., l........ ' I
1'1 / '.......... I I
(J1jj /............ //
..li: / / / '........ ....-..J /
~ / I / I ........
ohY' /~ 7i
....$ '-" "
III I I
/./ \ \
II \ I
I 'I' I I,
, I I
\~I SliM' ll\fU0dIlll3 , I
I , / I
ull' / I
>1.1 / I
0.111 /1/
" 1.1 I /
Ol~ I /
~ 'I
I I / /
---1 / /
G~__............... //
....,........" "III
.......... ,.../ ;I'
'..... --.,;
....-
---
.""
C)
..0
)n
/
()
<..0
1
)
"
.~ /"
"-
(
W
I-
-
t/)
~
a:
0.
...I
oCt
-
a:
l-
t/)
::::>
o
z
,...
11)
/
/)
t/)
~
oCt
o
a:
w
I-
Z
W
U
~
I/)
u
t/
o
o
'"
~
o
o
'"
o
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CL~<(
<(a:~
~<(o
CLen
Z.-JW
o<(Z
--Z
~~~
oen -
o::>W
.-JO::]
a:Zj::::
Wen a:
S~W
W<(CO
enO.-J
>- <(
a: a:
~~
-Z
Zw
C750
N
cd:
~
co
:c
x
w
,
,
,
,
,
,
I", .......
-
-
~-
0:
( I
o /
~/
\J
1
L_/
n.
.f!j
z
:!:
o
l-
//]
! "
-_../
'\
(~
"
'L
y
/'
\
\
\
.J
./
r~
\
"~
---
/
,.....
~-Jl
0
<.0
(Jl
/ 0
<.0
(Jl
/ l
I
~ ,
,
)
)
.-
/
./
"
v
- -.-----
}
,./
Z~<C
oa:~
-<eO
(f)o..(f)
m-lW
I-<CZ
x-z
wo:-
I-~
LL (f) -
O:::JW
0::]
<cZ-
uJ-~
0:(f)0:
<C~w
<Ca::!
00-1
W <C
1-0:
~w
0..1-
~~
-_0
'7
<C
I-
a::!
I
X
ill
"
..,
,,- ) ~
/
en
u
<;Jf
.-l
..
./ M
LO
..
0 '"
0 0
"'
I-
'"
'"
0 i .-l
~ 0
.... ,
'"
N
H
0 ~
s::
,g'
I\l
Q)
H
I\l
I
I\l
X
Q)
.....
'0
I\l
U
....
N
0
I-
'"
.....
:>
Q)
lOL6^381V H3S ,Q
.-l
I\l
......
- - - - - - - - - - - - - - - - 'n
- - -
f
o
, ,
\ I
/-----.j \
/......,.,-------.... t
I I J J
I / II
I I I I
I I I I
- -....J I I I
-_..., l.......... / I
1/..........'.......... 1/
/1 '..................JI
"J I ........
( ~ 7 /
'_I I I
I I
II
I I
, I
, I
, 1
I I
I I
I
;//
/ /
///
I I
I /
I I
I I
I I
10 I I
00 I I
....: II
.., 1/
,,/ /
-_....."" /
"
---
.
,
.
.
.
.
t"" ......
~I
~t)
0-
r'-
III
z
==
o
~
I I
( /
() 1/
;~ /
\ /
\j
{r\, .~~
'" -- -.-'"
/
//}
! /
...-.~;
()
(-/
)'
f
.~....-- ...............,
\.
\
\
}
\ I
',--, j
~\
[ \-
"
\
)
'L,.
"
"
)
/
I
v
j.
/ L._._
',_~ N)VW 31VM dIG n2L
/~)
J/./"
f"'-'
-
-
-
-
-
-
-
-
I \
\ \
,..... ...----__...1 \
...--' ) '"
1/ .;~_I / ,,/----..... I
, 1 1 I I
. 1/ 1/ "
" I I I I I I
~...--.J L / I I I
...._ -------_.../ I I 1
--, r----------, l, I I
II I I r.... ..... I I
I.....' I I
I I I I ',....-.J I
11/ )/ ........-,
I I ( I / /
I I '_/ I t
/ I , I
I / I I
I I I I
I I I I
I I I I
\ I \ I
\ SlIM' 3!\fllOdllOn
I
I
1
I
I
I
I
I
I
I I
. I I
I I I
.--_J l...
--...........~................
............ ..........
.......................
.
,
,
,
.
,
It... _...
I I
I I
I
/ I
/ I
1 /
///
I /
I /
I I
I I
I I
I I
/ I
I /
// /
-" /
__,'" ;I'
----~,.
:.<:
<C
0... :.<:
u
-' <C
<C ..,
c:: ,...
t- t")
If) ~
::J
0 III
Z U
If)
:.<:
<C
0
c::
W
t-
Z
W
U
o
o
U>
~
o
o
....
o
WL6A38lV H3S
-
-
-
-
-
-
-
-
-
D-~<(
<(0:1-
~<(O
D-CfJ
Z-JW
O<(Z
--Z
~g:~
o CfJ -
O::)W
-JO-J
Z-J
Z ~
<(CfJa:
~~W
<(CO
a:O-J
W <(
~ffi
S~
-W
~
coO
I-
ro
I
X
W
<:I'
<:I'
<:I'
rl
..
0
rl
r-
i 0"\
0"\
rl
,
0"\
N
1-1
III
:>:
!
~
I
~
OJ
"-
't1
III
0
"-
N
0
r-
0"\
--
>
OJ
..Q
rl
ctl
"-
..
.,....,
- -
~
lr \
')
I
I
o ,I
if /
\..!
\,., .-----
i
(
n..
'E'
tn
Z
~
o
I-
/')'
/
{-/
//}
f ./
.....-/'
/./........r3A" I Xnv39 "1) I I
I I I I
: I II
! I I l: I
i I ~/----J )- . 1\ I I
I tl l \'4) i i
! a;/~-+-----i i I
l li ~~L1--_.-----1 ::
: I I -...j J I I
: II I I I
",I I 1 I I I
>-1 I I I I I
~I I I I I I
wI I I I II
il I I I I I I
~! 1 I 1 I I I
B: I I "'..... ,--_...J :
! I L_-'--=____________j /-- --1 I
! I rrr----------"',\ r=~J
i. !r: \ II I:
"I J I ---"II
: I ~I---. ~. \{ I
!/--'"" I I l'1---.,
! )11 II
: I I I I
! II --1IJ
: 1 I I I
. I 'j
! J
.
.
I
.
I
.
.
.
.
.
.
.
.
I
.
.
.
.
I
.
.
I
I
.
I
.
.
.
I
.
I
I
.
.
.
.
.
.
I
l'-\
\
\
'-,
'" '---\
-~\ l I
\\ \ /
\ -
/
'-.-../
/
,/"
....-'"
)/
'L
/1
L.._J
...-
.'.
)
r~l
/' /----...../
/,;-'-'
-~,~
"
o
-.0
(Jl
/
I
/
/
\
)
f
~"'-~
)
o
V)
(y1
l
"v
:><::
a::
Q..
....J
<(
-
0:
l-
ll)
::>
c
z
lI) ,...
...,
:><:: :I:
<( <<:
0 11l
(.)
a::
w
I-
Z
W
U
/
J
,'"
J
/
/
/
-
-
-
-
-
-
-
-
-
\ \
I I
,., ,..----...J \
,.-' ) "
// ~.-..._/ / /,.---~ ,
, / / I I
II /1 II
I I / I I ,
....-_-.1 L I I I I
....__ ----------t I I f
-, ,--------'7 l......... I I
I I I '" / /
I I............. I I
I I I I ............. ....-J I
I I I I ........
/1 .-1/ -I'
/ / ( ) /
I / ,_" I I
I I I I
I I I 1
I ( \ I
I I I I
I I I I
II I I
\ SliM' 3!l1HOdllO~
I
I
I
I
I
I
I
I I
I I
I I
I I
I I
---J l
----...... .....,
......., .....,
'...... ............
"
I I
I I
I
/ I
/ /
/1/
/ /
I I
I I
I I
I I
I I
I f
/ I
/ I
II I
./ I
---"" ,/
,/
----
o
o
U>
~
o
o
...
o
ZOL6A38lV H3S
-
-
-
-
-
-
-
-
'l
,
I
I
.
.
t... ...'"
CL~<(
<(a: I-
~<(O
CL(/)
Z.-JW
O<(Z
--Z
~g:~
000 -
O:JW
.-JO::]
er:ZF::
WOOer:
~~W
oo<(:g
0<(
rer:
CCw
~I-
zm
(750
N
c1J
l-
ce
I
><
W
0
lfl
..
rl
rl
"
0
rl
r-
i '"
'"
rl
'"
N
H
f\1
:E:
g,
'U
{J]
{J]
I
~
(J)
......
'tJ
f\1
0
......
N
0
r-
'"
,
:>
OJ
,.Q
....
f\1
......
'n
- -
~
~ \
)
( /
t/
'". --.....""
0-
j: -
VI
z
3=
o
I-
//~\
(j/
//)
! .. ,-
_....,.I,~
,..".~
i
<t
. iJ
~ t'Y
z ---4<J.---
,.: ::>
w '" ::>
VI . 0
~ iD u
Z
=>
VI
/
f
,....
"
/'/"'..
f3;"V
o
o
o
o
o
o
o
o
o
.
.
o
o
o
o
o
o
o
o
.
o
.
.
.
.
.
.
.
.
,
.
o
.
,
lIl'
cO
~:
o
w,
i:
~i
0,
o.
.
o
,
.
.
.
o
o
o
.
o
o
o
o
o
.
o
.
.
.
o
,
o
o
.
,
o
.
.
o
.
o
.
.
.
.
o
o
o
1
.
o
o
,
o
.
,
.
.
.
o
o
o
.
,
.
o
.
,
o
.
o
o
.
o
o
o
o
,
.
,
.
o
o
,
.
,
,
\ \
I \
.....---_....\ I
///.....---............ I
I I I J
I / / ! !
I I I I
L____ I I I I
---~_J
~------- l I I
I -") , "- / I
I 11"-'''- II
I I I ',,- ...._.../ I
I I I ....
.J I ....-1 '
( I I
'-" I I
I I
II
\ I
\ \
I I
\ I
1
( I
I I
I
I I
/ I
/ /
/ /
I /
I I
I I
I I
II
I I
I I
I I
I I
////
...../ "
--....
....'
----
.
.
,
:
,
... ..
.-...-........,
'-,
[ \\,
", (
L
'L
/
,/"
/'
r
~'.. "'-..
/
..--.. /1
".- /
/' ..........
./
....'
.'
-'
o
,0
cr>
/
/
(
o
'-0
01
,l
"
j
./
./"
.v
r
./
~ /
\ \.,.-./
()
L_._..
I
I
I
I
1
I
I
I
I
1
1
I
I
I
I
I
I
I
I
I
I
I
I
1
I I
I J
I J
-'--~
I xnV38 Itl)
J
I
J I
I I
I ~/~J'"
!(l__
l' !)- --_..~-----.II
lLL _
I I. ........--.... ...-----.-.
I I \, I
I I '/ 1
I I '
I I '.....j I
I I I
I I J
J J I
I I J
I J I
I I I
I I I
I I I
I 1 ,~
" .._J ' I .....
I ~_______________J I
I r-r~-------------<\
It I
I 1
I \ -~ I
~ \l
I I
I I
I I
I I
I ~'- ~-==J
I ._~. I
I
1
--I
I
I
---'
//
........
SUM1 ]iVHOdHO~
I
I
I
I
I
I
I
I
I
I
I
I
l....
----.................................
'................................
"
Z~<(
OO:r
-<(0
(/)o..(/)
6J-1W
I-<(Z
x-Z
Wg:~
LL (/) ~
O::)W
oj
i1jZf:::
0:(/)0:
<(~W
<(CCl
00-1
W <C
1-0:
Ow
g:1-
~6J
-_0
'?
CCl
I-
CCl
I
X
W
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
113 S. FIFTH AVENUE, P. 0. BOX 1717, ST. CLOUD, MN 56302-1717320252-4740 800572..()617 320251-8760FAX
ARCHITECTURE ENGINEERING ENVIRONMENTAL TRANSPORTA TlON
1997 Center Oaks Industrial Park
Albertville, MN
Proj. No. ALBEV 9702.00
04/01/97
STATEMENT OF PROBABLE COST
Water Main - Option 1
ITEM UNIT OF APPROXIMATE
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE AMOUNT
1 12" DIP Water Main LF 3,200 $27 $86,400
2 12" Butterfly Valve & Box EACH 5 $1,350 $6,750
3 01 Water Main Fittings LB 1,500 $2 $3,000
4 Pipe Bedding TON 725 $6 $4,350
5 Jack/Bore Steel Casing LF 60 $150 $9,000
6 Connect to Existing Water Main EA $700 $700
Subtotal $110,200
Contingency $10,500
Engineering $17,100
LegaVAdministrative $2,200
Financing $14,900
PROJECT TOTAL $154.900
Lateral Benefit
8" DIP Water Main
2 8" Gate Valve and Box
3 01 Water Main Fittings
4 Pipe Bedding
LF
EA
LB
TON
$20 $48,000
$800 $3,200
$2 $1,200
$6 _ ~,300
Subtotal $55,700
Contingency $5,300
Engineering $8,700
LegaVAdministrative $1,200
Financing_== !? gQQ
PROJECT TOTAL = . _ $78~00.
2,400
4
600
550
SHORT ELLIOTT
HENDRICKSON INC.
ST. PAUL, MN
MINNEAPOLIS, MN CHIPPEWA FALLS, WI
EQUAL OPPORTUNITY EMPLOYER
MADISON, WI
LAKE COUNTY. IN
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~~EH
r~1
113S. FIFTH AVENUE, p.o. BOX 1717, ST. CLOUD, MN56302-1717 320252-4740 800572-0617 320251-8760FAX
ARCHITECTURE ENGINEERING ENVIRONMENTAL TRANSPORT A TION
1997 Center Oaks Industrial Park
Albertville, MN
Proj. No. ALBEV 9702.00
04/01/97
STATEMENT OF PROBABLE COST
Sanitary Sewer - Option 1
ITEM UNIT OF APPROXIMATE
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE AMOUNT
1 10" PVC Pipe Sewer LF 2,550 $30 $76,500
2 Standard Manhole EACH 10 $1,500 $15,000
3 Extra Depth Manhole LF 15 $100 $1,500
4 Pipe Bedding TON 600 $5 $3,000
5 Connect to Existing Manhole EA 1 $500 $500
6 Restoration LS 1 $5,000 $5,000
Subtotal $101,500
Contingency $9,600
Engineering $15,700
Legal/Administrative $2,000
Financing $13,700
PROJECT TOTAL $142,500
Lateral Benefit
1 8" PVC Pipe Sewer
2 Standard Manhole
3 Pipe Bedding
LF
EA
TON
2,150 $17
8 $1,500
500 $5
Subtotal
$36,550
$12,000
$2,500
$51,050
Contingency $4,850
Engineering $7,900
Legal/Administrative $1,000
Financingc== ~~~og.
PROJECT TOTAL $71,700
SHORT ELLIOTT
HENDRICKSON INC.
ST. PAUL, MN
MINNEAPOLIS, MN CHIPPEWA FALLS, WI
EQUAL OPPORTUNITY EMPLOYER
MADISON, WI
LAKE COUNTY. IN
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
113 S. RFTHAVENUE, P. Q BOX 1717, ST. CLOUD, MN 56302.1717320252-4740 80057UJ617 320251-8760FAX
ARCHITECTURE ENGINEERING ENVIRONMENTAL mANSPORTATlON
1997 Center Oaks Industrial Park
Albertville, MN
Proj. No. ALBEV 9702.00
04/01/97
STATEMENT OF PROBABLE COST
Water Main - Option 2
ITEM UNIT OF APPROXIMATE
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE AMOUNT
12" DIP Water Main LF 3,000 $27 $81,000
2 12" Butterfly Valve & Box EACH 3 $1,350 $4,050
3 01 Water Main Fittings LB 350 $2 $700
4 Pipe Bedding TON 700 $6 $4,200
5 Jack/Bore Steel Casing LF 60 $150 $9,000
6 Connect to Existing Water Main EA 1 $700 $700
Subtotal $99,650
Contingency $9,500
Engineering $15,400
LegaVAdministrative $2,000
Financing $13,450
PROJECT TOTAL $140,000
Lateral Benefit
8" DIP Water Main
2 8" Gate Valve and Box
3 01 Water Main Fittings
4 Pipe Bedding
LF
EA
LB
TON
2,250 $20 $45,000
2 $800 $1,600
200 $2 $400
500 $6 $3,000
Subtotal $50,000
Contingency $4,800
Engineering $7,700
LegaVAdministrative $1,000
Financing=_=~~",,7Q9~
PROJECT TOTAL ~,= ~J~2~_0_
SHORT ELLIOTT
HENDRICKSON INC.
ST. PAUL, MN
MINNEAPOLIS, MN CHIPPEWA FALLS, WI
EQUAL OPPORTUNITY EMPLOYER
MADISON, WI
LAKE COUNTY, IN
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"'SeJ
113 S. RFTHAVENUE, P. O. BOX 1717, ST. CLOUD. MN 56302-1717320252-4740 800572-0617 320251-8760 FAX
ARCHITECTUFfE ENGINEERING ENVIRONMENTAL TRANSPORTATION
1997 Center Oaks Industrial Park
Albertville, MN
Proj. No. ALBEV 9702.00
04/01/97
STATEMENT OF PROBABLE COST
Sanitary Sewer - Option 2
ITEM UNIT OF APPROXIMATE
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE AMOUNT
1 10" PVC Pipe Sewer LF 1,700 $30 $51,000
2 Standard Manhole EACH 5 $1,500 $7,500
3 Extra Manhole Depth LF 12 $100 $1,200
4 Pipe Bedding TON 400 $5 $2,000
5 Connect to Existing Manhole EA 1 $500 $500
Subtotal $62,200
Contingency $5,900
Engineering $9,600
Legal/Administrative $1,300
Financing $8.400
PROJECT TOTAL $87,400
Lateral Benefit
1 8" PVC Pipe Sewer
2 Standard Manhole
3 Pipe Bedding
LF
EA
TON
1,700 $17 $28,900
5 $1,500 $7.500
400 $5 $2.000
Subtotal $38,400
Contingency $3,600
Engineering $6.000
Legal/Administrative $800
Financing,==.~~Q[
PROJECT TOTAL co= $54~9JL
SHORT ELLIOTT
HENDRICKSON INC.
ST. PAUL, MN
MINNEAPOLIS, MN CHIPPEWA FALLS. WI
EQUAL OPPORTUNITY EMPLOYER
MADISON, WI
LAKE COUNTY, IN