PowerpointeCouncil Workshop
uary 23, 2017 at 7:00 p.m.
Feasibility Report
for
d Street Utility Improvement for
r Avenue from 70th Street to '/2
Mile North
PROJECT LOCATION
S '21 OF SECT 26, T1121, R23 0 CUTY OF'
S OF SECT 27, T1121, R23 MIMI
Hakanson
Andersen
*0 off 0.1 MWE
fide Gravel Road
Soils
rmain at 70th Street/Kadler Avenue Intersection
nned to Extend Through Project Via Separate
pct
:ary Sewer - Currently Installed Within Area
n Sewer- South % Drains to Wetlands & South
Albertville
- Existing 33' Prescription on east side with
f Dedication on West side with Platting
TYPICAL SECTIONS
)6111TY0 IF. 0
H
'A, UNINIEST9
m
46' 8 - B
12'
1----1 . .............. 0
SHOULDER _fHRb LAME FTHRU LANE SHOULDER
Sd OPE 1 f4' PER FT. 2% ALNc- --
TYPIrCA
--
S1618 CONCRETE
CURB & GUTTER
PLACED ON APPROVED
SUBGRADE
A & 8 BITUMINOUS MAT
C CLASS 5 GRAVEL BASE (MODIFIED) 47' WIDTH
SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER
MINIMUM ALLOWABLE DESIGN THICKNESS
NOTES:
R VALUE IS A MEASURE OF EMBANKMENT SOIL
RESISTANCE STRENGTH AS DETERMIINIED BY THE
HVEEM STABILOMIETER METHOD
SIGMA N18 VALUE IS THE CUMULATIVE DAMAGE
EFFECT OF VEHICLES DURING THE DESIGN LIFE
OF A FLEXIBLE PAVEMENT,
LOCAL INDUSTRIAL
URBAN STREET SECTION - 10 TON
Hakanson NO SCALE EXHIBIT B
11—IllAnderson
nlr�q
D APPROVED SUBGRADE
48' WIDTH
LEGEND
AASHTP
R VALUE SIGMA NIS
BITUMINOUS SURFACE
AGGREGATE BASE
SUBGRADE
WEAR NON -WEAR
CLASS 5 OR 6
CLASS 3 OR 4
SOIL CLASS
,,,,,A-3,,,,,,,
2350 2350
LVWE450308 LVNW550308
3138
C.
3138
D.
-3
2" 2 1/2"
5.1
A-4
R-2. SIG:=
l:: 2 1�2"
5"
-
A-6
R-
I
2 2 1/2""
5"'12,"
A-7
R_
2""
6^1
18" ..............
< mol"w)
.... ............
?^^,,,,,, 2 1/2"'
24"
SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER
MINIMUM ALLOWABLE DESIGN THICKNESS
NOTES:
R VALUE IS A MEASURE OF EMBANKMENT SOIL
RESISTANCE STRENGTH AS DETERMIINIED BY THE
HVEEM STABILOMIETER METHOD
SIGMA N18 VALUE IS THE CUMULATIVE DAMAGE
EFFECT OF VEHICLES DURING THE DESIGN LIFE
OF A FLEXIBLE PAVEMENT,
LOCAL INDUSTRIAL
URBAN STREET SECTION - 10 TON
Hakanson NO SCALE EXHIBIT B
11—IllAnderson
nlr�q
Table II
City of Otsego
Kadler Avenue Street and Utility Improvements
Preliminary Cost Estimate - Rural Section
BENEFITING PROPERTIES (111)
�96 TY 01P 0
P1V1I IN 1111.3 DlfAlg
o
EWQl—?'794:2,'�"
iii 11Vc. : ik.�", CV9
01r�...800--274 1 Ci�ll
7423
11V�E:—:5L. 26520a
1 u r�—�J'7iC1.,.27.✓ U I� I �
17 .`�'�i. -
� a .';i
r
f �;� ✓ fir/"
'e'
r��
Jn qn
l
4J ra
v
_____ ____ , s------------- .
_..„,,,,,.__ ,,,,,,,,..... ..............�I_..
OF ALBERTVILLE
LEGEND
PROPOSFD ASSESSFD PROPERTY
Hak1�anson EXHIBIT C
nide sig n SC'e6tR uPo GSEf
Assessments (Option 1)
4e"Nk I' y 0 F:
U6,
0
MIINNESO'"fg
n7f0-
nMMMMz]N,=
--- 41-1 -a-
Estimated Total Project Cost = $1,202,334.00
1
118-8100-274101
Signature Bank
12.5%
$ 150,291.75
2 .............
118-800-274100
Signature Bank
12.5%
..............................
$ 150,291,75
............................
i.�.
118-238-002030
-i3w
SHB Investors LLC
4
118,-238-002040
SHB Investors LLC
5
118-800-263200
Kenneth & Margaret Zachrnm I
$
6�11�8-800-2�61:i0
1
Michael Zachrrnan
$ -
Totals
$ 300,583.50
TOTAL PROJECT FUNDING $ 1,202,334.00
Assessments (Option 2)
4e"Nk I' Y 0 F:
U6,
0
MIINNESO'"fg
Kadler Avenue Improvement Project
EsUrnated Total Project Cost = $1,202,334.00
'SAF = Street Access Fee
SAF for Signature Bank based on General Light Industrial at 63 ADT per Acre (ITE Manual)
SAF for Zachman Parcels based on 3 REC per Acre for Single Family Residential and 10 ADT per REC (ITE Manual) represents 105 SAF or miinimum future
SAF of $189,475 in 2017
Assessments (Option 3)
4e"Nk I' y 0 F:
U6,
0
MIINNESO'"fg
n7f0-
nMMMMz]N,=
--- 41-1 -a-
Estimated Total Project Cost = $1,202,334.00
1
118-8100-274101
Signature Bank
25.0%
$ 300,5813.50
2 .............
118-800-274100
Signature Bank
25.0%
..............................
$ 300,583,50
............................
i.�.
118-238-002030
-i3w
SHB Investors LLC
4
118,-238-002040
SHB Investors LLC
5
118-800-263200
Kenneth & Margaret Zachrnm I
$
6�11�8-800-2�61:i0
1
Michael Zachrrnan
$ -
Totals
$ 601,167.00
TOTAL PROJECT FUNDING $ 1,202,334.00