2004-01-13 Feasibility Report
.,
Feasibility Report
2004 Prairie Run Improvements
Albertville, MN
SEH No. A-ALBEV 0409
January 13, 2004
SHORT ELLIOTT HENDRICKSON INC
Multidisciplined.
Single Source.
"'SeJ
1200 25th Avenue South, P.O. Box 1717, SI. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX
architecture engineering environmental transportation
January 13,2004
RE: Albertville, Minnesota
2004 Prairie Run Improvements
SEH No. A-ALBEV 0409
Honorable Mayor and City Council
c/o Mr. Larry Kruse, Administrator
City of Albertville
5975 Main Avenue NE
P.O. Box 9
Albertville, MN 55301-0009
Dear Honorable Mayor and City Council:
Enclosed is the Feasibility Report for the above referenced improvement. It includes
recommendations with probable costs.
Please contact me if you have any questions.
Short Elliott Hendrickson Inc.@ (SEH)
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u:\alalbev\0409OO\report\report deb. doc
Short Elliott Hendrickson Inc.
Your Trusted Resource
Equal Opportunity Employer
2004 Prairie Run Improvements
Feasibility Report
Albertville, MN
SEH No. A-ALBEV 0409
January 13, 2004
I hereby certify that this report was prepared by me or under my direct
supervision, and that I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
~w~
Steve Windingland, E
Date: I 11:5 /
Reviewed by:
01/13/04
Lie. No.:
Short Elliott Hendrickson Inc.
1200 25th Avenue South
P.O. Box 1717
St. Cloud, MN 56302-1717
320.229.4300
42721
Table of Contents
Letter of Transmittal
Certification Page
Table of Contents
Page
1.0 Conclusions and Recommendations .......................................................... 1
2.0 I ntrod uction ....:..................................................................................... ......... 1
2.1 Background ............ .......... ............ ............ ............. ................... ...... ......... 1
3.0 Existing Conditions............. ......... ... ........... ....... ..... ............ ........... ................ 2
3.1 Property.... ............................................. ............................. ....... ..............2
3.2 Utilities... ...... ................................................ .......... ...... ................... .........2
4.0 Proposed 1m provements ............... .......... ............. .......... ....... .......... ............. 2
4.1 Streets... ............... .......... ........... ................... .................................. ......... 2
4.2 Utilities.................. ........... ............ ....... .................... .............. ................... 2
4.3 Storm Water ........ .................................. ...... ........ ................ ........ ............ 3
5.0 Alternatives. ........... ......... .... ..... ....... .... ..... .......... ..... ... ....... ... ...... ....... ............. 3
6.0 Selected Alternatives ........... ............ ........ ....... ........ ........... .... ...... ................. 3
7.0 Probable Costs ...... ............ ..... .................... ................ ........ ............. ........ ...... 3
8.0 Proposed Assessments..... ............ .......... ............... ..................... ..... ...... ...... 3 .
8.1 Other Assumptions.............................. ......................... .............. .............4
List of Figures
Figure 1 - Location Map
Figure 2 - Proposed Street Locations
Figure 3 - Proposed Water Main Locations
Figure 4 - Proposed Sanitary Sewer Locations
Figure 5 - Proposed Stonn Sewer Locations
SEH is a registered trademark of Short Elliott Hendrickson Inc.
Feasibility Report
City of Albertville
A-ALBEV 0409
Page i
Appendix A
Appendix B
Appendix C
Table 1
Table 2
Table 3
Table 4
Table of Contents (Continued)
List of Appendices
Opinion of Probable Cost - Prairie Run
Opinion of Probable Cost - Settlers Path & Kyler Avenue Extension
Opinion of Probable Cost - Lift Station Improvements
List of Tables
Summary of Opinion of Probable Costs
Acreage of Affected Properties
Individual Assessment Totals
Assessment Schedule/Debt Service
Feasibility Report
City of Albertville
A-ALBEV 0409
Page ii
January 13, 2003
Feasibility Report
2004 Prairie Run Improvements
Prepared for City of Albertville
1.0 Conclusions and Recommendations
Having investigated the facts relating to construction of the proposed
improvements, the project is feasible, cost-effective, and necessary.
Based on information presented in this report, the following
. recommendations are presented:
1. Construct sanitary sewer, water main, storm sewer, and bituminous
streets consistent with Albertville City standards to accommodate
the Prairie Run Development.
2. Construct a storm water pond to allow treatment of runoff from the
street area.
3. Construct a lift station on northeast corner of the property
bordering the Prairie Run development to the east, owned by Bob
Heuring, to provide adequate sanitary sewer availability for Prairie
Run and future development.
2.0 Introduction
This report covers the proposed utility and street construction for the
2004 Prairie Run Development in Albertville, Minnesota. A project
location map (Figure 1) is included in the Appendix. Construction is
proposed for the early summer of 2004.
2.1 Background
The 2004 Prairie Run development is to consist of 52 single-family
residential lots. It is located on the northwest corner of Jason Avenue
and La Beaux Avenue NE on the property formerly owned by Bob
Heuring, now Dean R. Johnson Construction. This property's historic
use has been pastureland, but it has recently been rezoned to a Planned
Urban Development (PUD) residential. The property along Kyler
Avenue is zoned Commercial.
A-ALBEV 0409
Page 1
3.0 Existing Conditions
3.1 Property
This will be a new residential development located on an area
currently undeveloped. The area has been used as pastureland for
many years. The property's east border is La Beaux Ave NE (CR 19),
southern border is NE J ason Avenue, and the north and west borders
are existing residential properties.
3.2 Utilities
Sanitary sewer and water main exist on the western border of the plat.
There is a gravity sewer stub at this border that does not provide
enough depth to serve the proposed property without implementation
of a new lift station. There are also sanitary sewer and water main
stubs on the north end of the property bordering Prairie Run to the east
under Kyler Avenue. This gravity sewer stub is also too shallow to
provide depth adequate to serve the entire development.
4.0 Proposed Improvements
4.1 Streets
Street improvements (Figure 2) will consist of a 34-foot and 38-foot
wide street sections on Settlers Path, Kyler Avenue, Prairie Court,
Meadow Court, and Trappers Pass. A surmountable curb and gutter
will be used to allow flexibility in placement of future driveways.
Prairie Court, Meadow Court, and Trappers Pass each terminate in a
cul-de-sac with a radius of 46-feet. The private drive at the west end of
Settlers Path will be a 28-foot wide street section and will terminate in
a cul-de-sac which will have a radius of 36-feet.
A right-turn/bypass lane configuration should be constructed at the
new intersection of CSAH 18 and Underwood Drive as required by the
County.
4.2 Utilities
Water main improvements (Figure 3) will consist of connecting to an
existing 8-inch water main on the southwest comer of the plat and
extending it along Settlers Path to the east edge of the plat, then north
along Kyler Avenue to connect to the other water main stub on the
northeast comer of the property. Six-inch water main will extend from
Settlers Path to the end of the cul-de-sacs on Prairie Court, Meadow
Court, and Trappers Pass. Fire hydrants will be placed approximately
SOD-feet apart for fire protection and flushing purposes.
Gravity sanitary sewer pipe will be constructed under each of the
proposed streets (Figure 4). A lift station will be constructed on
northeast comer of the property to provide adequate depth for Prairie
Run and future development.
2004 Prairie Run Improvements
Albertville, MN
A-ALBEV 0409
Page 2
4.3 Storm Water
Drainage will be accomplished through use of a storm sewer system
(Figure 5). The storm water will be drained to a sedimentation pond on
the north side of the proposed plat. Once treated, the storm water will
eventually enter the exiting drainage ditch that runs east and west
along the north side of the property.
5.0 Alternatives
The following alternatives were evaluated for sanitary sewer, water
main, and storm sewer needs of Prairie Run:
1. No build.
2. Construct sanitary sewer, water main, storm sewer, and bituminous
streets consistent with Albertville City standards to accommodate
the Prairie Run Development.
6.0 Selected Alternatives
The selected alternative is to construct sanitary sewer, water main,
storm sewer, and bituminous streets. 'No Build' was not an option
because the property has been sold with the intent to develop into a
residential community and it meets all of the zoning requirements.
7.0 Probable Costs
See attached Appendix A, B & C.
8.0 Proposed Assessments
The attached Table 1 summarizes the costs from the Engineer's
Opinion of Probable Costs. The costs associated with Prairie Run,
Settlers Path and Kyler Avenue would be paid for by a bond and
repaid over a 5-year period by the individuals who's property is
affected. The City's trunk sanitary sewer fund would pay for the costs
associated with the lift station.
Table 2 includes the areas of each property bordering the Settlers Path
and Kyler Avenue Extension hnprovements. The percentages of the
acreages of the properties benefiting by these improvements are what
was used to divide the street and utility costs associated. Table 3 uses
these percentages and shows the total costs for each property that is
used to determine the proposed assessments.
An Assessment Schedule is included as Table 4 that shows how the
properties are to be assessed based on a 5-year bond for the amount of
the Engineers Opinion of Probable Cost.
2004 Prairie Run Improvements
Albertville, MN
A-ALBEV 0409
Page 3
8.1 Other Assumptions
· Site grading paid by developer.
· Utilities including streets, storm sewer, sanitary sewer, and
water main within the development to be paid by developer.
These utilities outside of the plat's boundary to be paid by
adjoining property owners. Construction cost of improvements
made outside the plat is based on the acreage of the benefiting
parcels.
· The lift station should be sized to serve this development area
only. The cost for the lift station would be paid by the City's
Trunk Sanitary Sewer fund.
· The adjoining properties benefiting from these improvements
are proposed to have their assessments deferred 2 years,
although interest will accrue. The Prairie Run development
would have its payments frontloaded for the first 2 years and
reduced for the remaining 3 years.
2004 Prairie Run Improvements A-ALBEV 0409
Albertville, MN Page 4
List of Figures
Figure 1 - Location Map
Figure 2 - Proposed Street Locations
Figure 3 - Proposed Water Main Locations
Figure 4 - Proposed Sanitary Sewer Locations
Figure 5 - Proposed Storm Sewer Locations
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FIGURE
NO.1
PRAIRIE RUN
LOCATION MAP
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Appendix A
Opinion of Probable Cost - Prairie Run Construction
Opinion of Probable Cost - Settlers Path and Kyler Avenue Extension
Opinion of Probable Cost - Lift Station Improvements
"'SeJ 1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX
architecture engineering environmental transportation
2004 PRAIRIE RUN IMPROVEMENTS 01/12/04
ALBERTVILLE, MN
A-ALBEV 0409
PRAIRIE RUN CONSTRUCTION
OPINION OF PROBABLE COST
ITEM UNIT OF UNIT
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT
STANDARD SILT FENCE LF 4,500.00 $1.40 $6,300.00
2 CLEAR/GRUB AC 5.00 $3,500.00 $17,500.00
3 EXCAVATION CY 68,000.00 $1.60 $108,800.00
4 IMPORT CY 18,000.00 $6.63 $119,340.00
5 TOPSOIL REPLACEMENT CY 18,500.00 $1.20 $22,200.00
6 6" SUBGRADE PREPARATION LF 2,892.00 $1.50 $4,338.00
7 RAISE STRUCTURES MH'S - TWICE EA 12.00 $400.00 $4,800.00
8 RAISE STRUCTURES GV'S - TWICE EA 5.00 $300.00 $1,500.00
9 AGGREGATE BASE 8" CL V -100% CRUSHED TONS 7,000.00 $10.65 $74,550.00
10 BITUMINOUS MN/DOT 2.5" 2331 BASE TONS 1,750.00 $29.75 $52,062.50
11 TACK COAT (.05 GAUSQ YD) GAL 620.00 $2.20 $1,364.00
12 BITUMINOUS MN/DOT 1.5" 2341 WEAR TONS 1,300.00 $35.10 $45,630.00
13 B618 CONCRETE C & G - PEDS INCIDENTAL LF 6,300.00 $11.00 $69,300.00
14 5' WIDE 4" THICK SIDEWALK (6" @ DW INCIDENTAL) SQYD 700.00 $26.00 $18,200.00
15 CL 5 FOR SIDEWALK 6" TONS 223.00 $12.00 $2,676.00
16 BYPASS & TURN LANES SQYD 1,000.00 $16.00 $16,000.00
17 STREET SIGNS EA 4.00 $250.00 $1,000.00
18 STOP SIGNS EA 4.00 $330.00 $1,320.00
19 STREET LIGHTS EA 7.00 $1,800.00 $12,600.00
20 12" RCP CL V LF 1,002.00 $17.00 $17,034.00
21 15" RCP CL V LF 675.00 $20.00 $13,500.00
22 18" RCP CL V LF 613.00 $22.00 $13,486.00
23 21" RCP CL 4 LF 264.00 $26.45 $6,982.80
24 24" RCP CL III LF 136.00 $29.80 $4,052.80
25 27" RCP CL III LF 90.00 $36.70 $3,303.00
26 30" RCP CL III LF 135.00 $43.15 $5,825.25
27 36" RCP CL III LF 108.00 $55.00 $5,940.00
28 CATCH BASIN 27" (W/CASTING ASSEMBLY) EA 7.00 $785.00 $5,495.00
29 CATCH BASIN 2'X3' (W/CASTING ASSEMBLY) EA 8.00 $1,300.00 $10,400.00
30 CBMH & STMH (W/CASTING ASSEMBLY) EA 14.00 $1,350.00 $18,900.00
31 12" FES W/TRASH GUARD EA 1.00 $625.00 $625.00
32 15" FEES W/TRASH GUARD EA 2.00 $650.00 $1,300.00
1/13/2004
Short Elliott Hendrickson Inc. Your Trusted Resource Equal Opportunity Employer
2004 PRAIRIE RUN IMPROVEMENTS
ALBERTVILLE, MN
A-ALBEV 0409
01/12/04
PRAIRIE RUN CONSTRUCTION
OPINION OF PROBABLE COST
ITEM UNIT OF UNIT
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT
33 24" FES WIT RASH GUARD EA 2.00 $1,000.00 $2,000.00
34 36" FES WIT RASH GUARD EA 3.00 $2,150.00 $6,450.00
33 8" PVC SDR 35 (OR EQUIVALENT) LF 335.00 $17 .40 $5,829.00
34 8" PVC SDR 35 (OR EQUIVALENT) LF 367.00 $20.00 $7,340.00
35 8" PVC SDR 35 (OR EQUIVALENT) LF 313.00 $22.00 $6,886.00
36 8" PVC SDR 26 (OR EQUIVALENT) LF 304.00 $24.00 $7,296.00
37 8" PVC SDR 26 (OR EQUIVALENT) LF 308.00 $26.00 $8,008.00
38 8" PVC SDR 26 (OR EQUIVALENT) LF 333.00 $29.00 $9,657.00
39 8" PVC SDR 26 (OR EQUIVALENT) LF 346.00 $35.00 $12,110.00
40 8" PVC SDR 26 (OR EQUIVALENT) LF 321.00 $40.00 $12,840.00
41 STANDARD MANHOLES (8 FT) (W/MH CASTING) EA 12.00 $2,150.00 $25,800.00
42 MH OVERDEPTH > 8' LF 95.00 $90.00 $8,550.00
43 6" PVC SERVICES LF 2,133.00 $24.00 $51,192.00
44 8" X 6" WYES EA 53.00 $75.00 $3,975.00
45 8" DIP LF 1,719.00 $18.15 $31,199.85
46 6"DIP LF 195.00 $16.10 $3,139.50
47 8" RW GATE VALVE & BOX EA 5.00 $800.00 $4,000.00
48 HYDRANT & GATE VALVE EA 7.00 $2,600.00 $18,200.00
49 FITTINGS LBS 2,250.00 $1.80 $4,054.50
50 1" COPPER SERVICE LF 2,081.00 $11.00 $22,891.00
51 1" CORP & CURB STOP EA 53.00 $160.00 $8,480.00
52 CONNECT TO EXISTING WATER MAIN EA 1.00 $1,000.00 $1,000.00
SUBTOTAL - CONSTRUCTION $947,222.20
CONTINGENCY $189,444.44
ENGINEERING $170,500.00
LEGAL, FISCAL, AND ADMINISTRATIVE $113,666.66
GRAND TOTAL $1,420,833.30
U:\A\albav\0409OO\report\(Estmata raport.x1sJSETTLER
2
1/13/2004
.....seJ
1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300
architecture engineering environmental
320.229.4301 FAX
transportation
2004 PRAIRIE RUN IMPROVEMENTS 01/13/04
ALBERTVILLE, MN
A-ALBEV 0409
SETTLERS PATH AND KYLER AVENUE EXTENSION
OPINION OF PROBABLE COST
ITEM UNIT OF UNIT
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT
1 COMMON EX (PO) CY 5,000.00 $4.00 $20,000.00
2 AGGREGATE BASE CLASS 5, 100% CRUSHED ROCK (PO) CY 1,000.00 $18.00 $18,000.00
3 SELECT GRANULAR BORROW (PO) CY 3,200.00 $8.00 $25,600.00
4 WEARING COURSE MIXTURE TYPE MV3 TN 600.00 $34.00 $20,400.00
5 NON WEARING COURSE MIXTURE TYPE MV3 TN 800.00 $33.00 $26,400.00
6 BITUMINOUS MATERIAL FOR TACK COAT GA 176.00 $1.50 $264.00
7 CONC CURB & GUTTER DES D418 LF 2,300.00 $8.00 $18,400.00
8 GEOTEXTILE FABRIC SY 5,000.00 $1.25 $6,250.00
9 4" PERF CORR PE PIPE DRAIN WISOCK LF 2,000.00 $4.00 $8,000.00
10 COARSE FILTER AGGREGATE TN 150.00 $18.00 $2,700.00
11 ROCK CONSTRUCTION ENTRANCE, MAINTAINED EA 1.00 $500.00 $500.00
12 SEEDING AC 1.00 $1,500.00 $1,500.00
13 STREET SIGNS EA 4.00 $300.00 $1,200.00
14 DES H DRAINAGE STRUCTURE EA 2.00 $1,300.00 $2,600.00
15 DES 4020 DRAINAGE STRUCTURE EA 2.00 $1,350.00 $2,700.00
16 12" RC PIPE SEWER DES 3006 CLV LF 44.00 $17.00 $748.00
17 15" RC PIPE SEWER DES 3006 CLV LF 50.00 $20.00 $1,000.00
18 18" RC PIPE SEWER DES 3006 CLV LF 36.00 $22.00 $792.00
19 21" RC PIPE SEWER DES 3006 CL4 LF 40.00 $26.45 $1,058.00
20 15" RC APRON EA 1.00 $650.00 $650.00
21 21" RC APRON EA 1.00 $750.00 $750.00
22 RANDOM RIP RAP CL III WI GEO-TEX FILTER BLANKET CY 50.00 $50.00 $2,500.00
23 8" PVC SDR 35 (OR EOUIV ALENT) LF 701.00 $17.40 $12,197.40
24 8" PVC SDR 28 (OR EOUIV ALENT) LF 370.00 $40.00 $14,800.00
25 STANDARD MANHOLES (8FT) (W/MH CASTING) EA 5.00 $2,150.00 $10,750.00
26 MH OVERDEPTH > 8' LF 75.00 $90.00 $6,750.00
27 8"x4" WYE & BEND EA 10.00 $75.00 $750.00
28 4" PVC SERVICE, SOR 26 LF 333.00 $12.00 $3,996.00
27 MANHOLE OVER EXIST 8" PVC EA 1.00 $2,650.00 $2,650.00
28 8" PLUG EA 1.00 $25.00 $25.00
1/13/2004
Short Elliott Hendrickson Inc.
Your Trusted Resource
Equal Opportunity Employer
2004 PRAIRIE RUN IMPROVEMENTS
ALBERTVILLE, MN
A-ALBEV 0409
01/13/04
SETTLERS PATH AND KYLER AVENUE EXTENSION
OPINION OF PROBABLE COST
ITEM UNIT OF UNIT
NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT
29 8" DIP LF 1,188.00 $18.15 $21,562.20
30 6" DIP LF 47.00 $16.10 $756.70
31 8" RW GATE VALVE & BOX EA 3.00 $800.00 $2,400.00
32 HYDRANT & GATE VALVE EA 3.00 $2,600.00 $7,800.00
33 1" CORPORATION EA 10.00 $70.00 $700.00
34 1" TYPE K COPPER PIPE LF 333.00 $10.00 $3,330.00
35 1" CURB STOP & BOX EA 10.00 $110.00 $1,100.00
36 3. INSULATION SY 50.00 $15.00 $750.00
37 FITTINGS LBS 885.00 $1.80 $1,593.00
38 CONNECT TO EXISTING WATER MAIN EA 1.00 $1,000.00 $1,000.00
SUBTOTAL-CONSTRUCTION $254,922.30
CONTINGENCY $25,492.23
ENGINEERING $43,336.79
LEGAL, FISCAL, AND ADMINISTRATIVE $25,492.23
GRAND TOTAL $349,243.55
U:\A\albev\040900\report{Estimate reportxls)SETTLER
2
1/13/2004
~SeJ
2004 PRAIRIE RUN IMPROVEMENTS
ALBERTVILLE, MN
A-ALBEV 0409
ITEM
NO.
ITEM DESCRIPTION
$80,000.00
$18,000.00
LIFT STATION IMPROVEMENTS
2 4" DIP FORCEMAIN
U:\A\albev\040900\report\(Estinate report.x2s}SETTLER
1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300
architecture engineering environmental
TRUNK SANITARY SEWER
OPINION OF PROBABLE COST
UNIT OF
MEASUREMENT QUANTITY
LS
LF
UNIT
PRICE
1.00 $80.000.00
900.00 $20.00
SUBTOTAL - CONSTRUCTION
CONTINGENCY
ENGINEERING
LEGAL, FISCAL, AND ADMINISTRATIVE
GRAND TOTAL
Short Elliott Hendrickson Inc.
Your Trusted Resource
Equal Opportunity Employer
320.229.4301 FAX
transportation
01/13/04
TOTAL AMOUNT
$98,000.00
$9,800.00
$14,700.00
$9,800.00
$132,300.00
1/13/2004
Tables
Table 1
Table 2
Table 3
Table 4
Summary of Opinion of Probable Costs
Acreage of Affected Properties
Individual Assessment Totals
Assessment Schedule/Debt Service
2004 Prairie Run Improvements
Albertville, MN
A-ALBEV 0409
01/13/04
Table 1 - Summary of Opinion of Probable Costs
Settlers Path & Trunk Sanitary
Prairie Run Kyler Ave. Sewer
Site Grading $274,140
Streets $305,341 $149,214
Storm Sewer $115,293 $12,798
Sanitary Sewer $159,483 $51,918
Water Main $92,965 $40,992
Lift Station & FM $98,000
Total Construction $947,222 $254,922 $98,000
Contingency $189,444 $25,492 $9,800
Engineering $170,500 $43,337 $14,700
Legal, Fiscal, Admin $113,667 $25,492 $9,800
Grand Total $1,420,833 $349,243 $132,300
U:\A \albev\040900\report\[ assess steve.xls]individual
2004 Prairie Run Improvements
Albertville, MN
A-ALBEV 0409
Table 2 - Acreage of Bordering Properties
Acres Percent of Total
10.94 64.2%
4.55 26.7%
1.56 9.1%
17.05 100%
Bob Heuring
Tom Finken
City Truck Station
Total
U:\A \albev\040900\report\[ assess steve.xls ]individual
01/13/04
2004 Prairie Run Improvements
Albertville, MN
A-ALBEV 0409
01/13/04
Table 3 -Individual Assessment Totals
Prairie Run
Site GradinQ, Streets & Utilities $947,222
Sub Total $947,222
Soft Costs* $473,611
Total $1,420,833
Bob Heuring
Street & Utilities (64.2% of Total) $163,660
Sub Total $163,660
Soft Costs* $60,554
Total $224,214
Tom Finken
Street & Utilities (26.7% of Total) $68,064
Sub Total $68,064
Soft Costs * $25,184
Total $93,248
City Truck Station
Street & Utilities (9.1 % of Total) $23,198
Sub Total $23,198
Soft Costs * $8,583
Total $31,781
Grand Total $1,770,076
*Soft Costs include Engineering, Legal, Fiscal, Admin and Contingency
2004 Prairie Run Improvements
Albertville, MN
A-ALBEV 0409
01/13/04
Table 4 - Assessment Schedulel Debt Service
2005 2006 2007 2008 2009
Prairie Run $403,209 $403,209 $264,472 $264,472 $264,472
Bob Heuring $89,069 $89,069 $89,069
Tom Finken $37,043 $37,043 $37,043
City Truck Station $12,625 $12,625 $12,625
Totals $403,209 $403,209 $403,209 $403,209 $403,209
* Assessment Schedule is based on a 5 year bond @ 4.5 % interest of the Engineer's Opinion
of Probable Cost ($1,770,076)