feasibility report 010219 - city of st. stephen · patches, and thin bituminous overlays in 2003...

Feasibility Report 2019 6th Avenue SE Street Improvements St Stephen, MN STSTE 147974 | February 6, 2019

Engineers | Architects | Planners | Scientists

Short Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717

SEH is 100% employee-owned | sehinc.com | 320.229.4300 | 800.572.0617 | 888.908.8166 fax

February 6, 2019 RE: 2019 6th Avenue SE Street Improvements Feasibility Report St Stephen, MN SEH No. STSTE 147974 4.00

Honorable Mayor and Members of the City Council City of St. Stephen 2 Sixth Avenue South East St. Stephen, MN 56375

Dear Mayor and Members of the Council:

Enclosed is the Feasibility Report for the above referenced improvements. The study includes recommendations for proposed pavement improvements, opinions of probable cost, and preliminary special assessments.

Please contact me if you have questions.

Sincerely,

Bill Zidon, PE Project Engineer

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Feasibility Report

2019 6th Avenue SE Street Improvements St Stephen, MN

SEH No. STSTE 147974

February 6, 2019

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.

Bill Zidon, PE

Date: February 6, 2019 License No.: 55503

Reviewed By: Randy Sabart, PE Date: February 6, 2019

Short Elliott Hendrickson Inc. 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 320.229.4300

SEH is a registered trademark of Short Elliott Hendrickson Inc.

FEASIBILITY REPORT STSTE 147974 i

Table of Contents

Letter of Transmittal Certification Page Contents

1 Scope ......................................................................... 1

2 Feasibility ................................................................... 1

3 Background and Existing Conditions .......................... 1

4 Proposed Improvements ............................................ 2

5 Probable Costs ........................................................... 3

6 Special Assessments ................................................. 3

List of Tables Table 1 – Opinion of Probable Cost ........................................................................... 3

Table 2 – Project Funding .......................................................................................... 3

Table 3 – Preliminary Special Assessment Rates ...................................................... 4

List of Figures Figure 1 – Project Location

Figure 2 – Typical Section

Figure 3 – Parcel Map

List of Appendices Appendix A Opinion of Probable Costs

Appendix B Preliminary Assessment Worksheet

Appendix C 2015 St. Cloud Area Planning Organization’s (APO) Pavement Condition Evaluation

STSTE 147974 Page 1

Feasibility Report 2019 6th Avenue SE Street Improvements

Prepared for City of St. Stephen, Minnesota

1 Scope This report addresses the proposed improvements for 6th Avenue SE from County State Aid Highway (CSAH) 5 (Main Street E) south to the St. Stephen city limits. Included in the report is an explanation of the existing conditions, recommendations for construction, and the Opinion of Probable Cost. This report has been developed based on preliminary field observations and discussions with City Council. The project location is shown on Figure 1.

2 Feasibility Having investigated the facts relating to construction of the proposed improvements, it is in my opinion, that this project is feasible and cost-effective from an engineering standpoint. The project is necessary in order to replace deteriorating pavements, and improve safety of the traveling public.

3 Background and Existing Conditions 6th Avenue SE is functionally classified as a Minor Collector, and therefore, is a route of regional significance for the St. Stephen community. 6th Avenue SE carries commuter traffic from the St. Stephen area to and from the City of Sartell and greater St. Cloud areas. Recent Minnesota Department of Transportation (MnDOT) traffic counts at the north end of the 6th Avenue SE have measured Annual Average Daily Traffic (AADT) to be approximately 1,000 vehicles per day.

The land use in St. Stephen and surrounding townships is predominately agricultural in nature. According to the City’s 2005 Comprehensive Plan, approximately 52 percent of the City’s land use is agricultural. As such, 6th Avenue SE serves as an important farm-to-market route.

Over the years, the City of St. Stephen has performed several pavement preservation activities on 6th Avenue SE. These activities included aggregate shouldering, numerous bituminous patches, and thin bituminous overlays in 2003 (1,100 feet from 1st Street SE to the south), 2004 (1,445 feet at 9th Street SE), and in 2005 (1,333 feet north of 15th Street SE). Despite these maintenance activities, the condition of the pavement had deteriorated to the point where preventative maintenance activities are no longer cost effective.

FEASIBILITY REPORT STSTE 147974 Page 2

The existing road is a narrow (22-23 feet wide), rural road with no paved shoulders and, in areas, steep inslopes. The road surface was identified as being in “Poor” condition in the 2015 St. Cloud Area Planning Organization’s (APO) Pavement Condition Evaluation (Appendix C). The study concluded that with the exception of the northern most 235 feet of street, the Overall Condition Index (OCI) varied between 36.34 to 42.79. OCI ratings between 25 and 50 are considered pavements in “Poor” condition and are candidates for rehabilitation or reconstruction. The study also concluded that this segment of street within the City of St. Stephen is a “high priority” area, considered “failed or close to failing,” and is a candidate for pavement reconstruction.

The pavement structure varies between 3 to 8 inches of bituminous overlying 3 to 15 inches of aggregate base material. The bituminous pavement thickness varies due to the multiple sections of overlays throughout the years. The narrow pavement width provides limited shared lane space for bicyclists or refuge for pedestrians, particularly in the residential areas along the road. 6th Avenue SE is further deficient in pavement structural capacity that is needed to support the agricultural traffic loads imposed upon it.

There are several corrugated metal pipe (CMP) culverts crossing centerline and driveways along 6th Avenue SE ranging from 18 to 36 inches in diameter. The centerline CMP culverts are believed to be original pipe materials, and several have deteriorated.

4 Proposed Improvements The proposed improvements to 6th Avenue SE include reconstruction to a 30 foot-wide or a 32 foot-wide rural road consisting of two 11 or 12 foot-wide driving lanes and two 4 foot-wide paved shoulders. Improvements also include grading, where possible, to flatten the inslopes and to better manage ditch drainage, and the replacement of the deteriorated CMP driveway and centerline culverts.

The proposed full-depth reconstruction of the bituminous layers and the aggregate base would be accomplished by reclaiming (pulverizing) and blending in-place bituminous pavement and a portion of the underlying aggregate material (5 – 15 inches thick) to produce a uniform graded aggregate base. The blended aggregate base will then be removed and salvaged in order to excavate a portion of the subgrade material beneath the aggregate base. Subgrade excavation will allow for a thicker structural pavement section to be reconstructed and to remove marginal subgrade materials. The marginal subgrade materials are known to be frost-susceptible, may be unstable if wet, and can include organic soils. A new layer of select granular material will replace the unsuitable subgrade soils. The subgrade will be compacted and the salvaged aggregate base, together with the addition of virgin aggregate, will be spread evenly across the subgrade and compacted. Two new layers of bituminous pavement will then be paved.

The proposed typical section, as depicted in Figure 2, will consist of 4 inches of bituminous pavement overlying an 8 inch aggregate base. The aggregate base will contain approximately 6 inches of salvaged reclaimed material along with 2 inches of added virgin aggregate. Areas where marginal subgrade materials exist, the subgrade will be excavated approximately up to 2 feet deep and replaced with imported select granular material. The proposed structural design section meets the structural capacity of a 9 ton roadway.


5 Probable Costs The probable costs for the improvements are summarized in Table 1. A detailed Opinion of Probable Costs appears in Appendix A.

Table 1 – Opinion of Probable Cost

Item Cost

Subtotal - Construction $1,501,300.00

Contingency $150,100.00

Feasibility Report $20,800.00

Design & Construction Engineering $300,300.00

Geotechnical Investigation $6,150.00

Construction Material Testing $18,000.00

Legal, Fiscal, & Administrative $150,100.00

Estimated R.O.W. Acquisition $230,000.00

Grand Total $2,376,750.00

6 Special Assessments For surface improvements, the City’s Special Assessment Policy prescribes the assessment methodology to be on a basis of adjusted front footage, unless the assessable costs would be more equitably distributed on a different basis. Since most of the lots abutting the project are regular shaped, we anticipate the adjusted front footage methodology will be applicable. The City’s Special Assessment Policy describes the assessment computation for reconstruction improvements as being assessed up to 60% of the project costs to benefitting properties. Figures for special assessment revenues for 25%, 35%, and 60% are referenced below and in the Appendix.

For adjusted front footage assessments, the cost per adjusted front foot shall be based on the quotient of the assessable cost divided by the total assessable frontage benefiting from the improvement. For rectangular interior lots, the frontage shall be equal to the dimensions of the side of the lot abutting the improvement. Irregularly shaped lots shall have the frontage equal to the average width of the lot. Non-abutting, but benefitting lots would be treated similarly to interior lots, where the non-abutting lots derive their principal access from 6th Avenue SE.

Table 2 summarizes the projected project funding.

Table 2 – Project Funding

Preliminary Assessment Percentage

Estimated Assessment

Estimated City Cost

State Local Road Improvement

Program (LRIP) Total

60% $597,121 $1,029,629 $750,000 $2,376,750

35% $348,321 $1,278,429 $750,000 $2,376,750

25% $248,800 $1,377,950 $750,000 $2,376,750


Figure 3 illustrates the parcels affected by the proposed Improvements. Table 3 summarizes the preliminary special assessment rates. A preliminary special assessment worksheet appears in Appendix B.

Table 3 – Preliminary Special Assessment Rates

Percentage Reconstruct per LF

60% $101.41

35% $59.16

25% $42.25

Figures Figure 1 – Project Location

Figure 2 – Typical Section

Figure 3 – Parcel Map

MAIN STREET E

CSAH 5

15TH STREET SE

1ST STREET SE

6TH AVENUE SE

CITY OF ST. STEPHEN

ST STEPHEN

CITY LIMITS

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PHONE: 320.229.4300

1200 25TH AVENUE SOUTH

P.O. BOX 1717

ST. CLOUD, MN 56302-1717

www.sehinc.com

FILE NO.

DATE:

STSTE 147974

01/02/2019

PROJECT LOCATION

2019 6TH AVENUE SE STREET

IMPROVEMENTS

ST. STEPHEN, MN

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PHONE: 320.229.4300

1200 25TH AVENUE SOUTH

P.O. BOX 1717

ST. CLOUD, MN 56302-1717

www.sehinc.com

FILE NO.

DATE:

STSTE 147974

01/02/2019

TYPICAL SECTION

2019 6TH AVENUE SE STREET

IMPROVEMENTS

ST. STEPHEN, MN

R/W

11 - 11.5' THRU LANES

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1.5" TYPE SP9.5 BITUMINOUS WEARING COURSE (3,C)

BITUMINOUS TACK COAT

2.5" TYPE SP12.5 BITUMINOUS WEARING COURSE (3,C)

6" RECLAIMED MATERIAL AND 2" CLASS V AGGREGATE BASE

24" SELECT GRANULAR BORROW

GEOTEXTILE FABRIC, MNDOT TYPE 5

INSET A

11 - 11.5' THRU LANES R/W

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Project: STSTE147974

Figure3

1200 25th Avenue SouthP.O. Box 1717

St. Cloud, MN 56302-1717320.229.4300 phone

888.908.8166 faxwww.sehinc.com

2019 6TH AVE SE STREET IMPROVEMENTSMap by: jschmitzProjection:Source:

Print Date: 1/2/2019

St. Stephen, MinnesotaThis map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the GeographicInformation System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of thismap acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

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Appendix A Opinion of Probable Costs

2019 6TH AVENUE SE IMPROVEMENTS 1/2/2019

ST. STEPHEN, MN

SEH NO. STSTE 147974

ITEM NO.

MN/DOT NO. ITEM DESCRIPTION

UNIT OF MEASUREMENT

APPROXIMATE QUANTITY UNIT PRICE COST TOTAL

GENERAL

1 2021.501 MOBILIZATION LUMP SUM 1.00 $47,000.00 $47,000.00

2 2563.601 TRAFFIC CONTROL LUMP SUM 1.00 $15,000.00 $15,000.00

3 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1.00 $1,500.00 $1,500.00

4 2573.503 SILT FENCE, TYPE MS LIN FT 3,300.00 $2.50 $8,250.00

5 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 500.00 $3.50 $1,750.00

6 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 130.00 $8.00 $1,040.00

7 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 1,150.00 $4.50 $5,175.00

8 2104.502 REMOVE TRAFFIC SIGN EACH 21.00 $35.00 $735.00

9 2104.503 REMOVE PIPE CULVERTS LIN FT 320.00 $8.00 $2,560.00

10 2104.503 SAWING CONCRETE PAVEMENT LIN FT 50.00 $6.00 $300.00

11 2104.503 SAWING BITUMINOUS PAVEMENT LIN FT 450.00 $5.00 $2,250.00

12 2104.618 SALVAGE BRICK PAVERS SQ FT 515.00 $10.00 $5,150.00

13 2104.502 SALVAGE MAILBOX SUPPORT EACH 20.00 $250.00 $5,000.00

14 2540.602 MAILBOX SUPPORT EACH 20.00 $160.00 $3,200.00 $98,910.00

STREET

15 2105.507 COMMON EXCAVATION (P) CU YD 7,500.00 $12.00 $90,000.00

16 2105.507 SUBGRADE EXCAVATION CU YD 21,520.00 $8.00 $172,160.00

17 2105.507 SELECT GRANULAR BORROW (LV) CU YD 27,225.00 $12.00 $326,700.00

18 2112.519 SUBGRADE PREPARATION ROAD STA 66.00 $200.00 $13,200.00

19 2130.523 WATER M GAL 50.00 $40.00 $2,000.00

20 2211.509 AGGREGATE BASE CLASS 5 TON 4,850.00 $16.00 $77,600.00

21 2221.507 SHOULDER BASE AGGREGATE (CV) CLASS 1 CU YD 250.00 $50.00 $12,500.00

22 2215.504 FULL DEPTH RECLAMATION SQ YD 17,240.00 $2.00 $34,480.00

23 2360.504 TYPE SP 9.5 WEAR COURSE MIXTURE (3,C) TON 2,310.00 $64.00 $147,840.00

24 2360.504 TYPE SP 12.5 WEAR COURSE MIXTURE (3,C) TON 3,620.00 $62.00 $224,440.00

25 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,190.00 $3.00 $3,570.00

26 2104.607 SALVAGE AGGREGATE (LV) CU YD 3,800.00 $10.00 $38,000.00

27 2105.504 GEOTEXTILE FABRIC TYPE 5 SQ YD 36,000.00 $1.00 $36,000.00

27 2501.503 18" RC PIPE CULVERT LIN FT 330.00 $60.00 $19,800.00

28 2501.503 36" RC PIPE CULVERT LIN FT 60.00 $130.00 $7,800.00

29 2501.502 18" RC PIPE APRON EACH 12.00 $1,100.00 $13,200.00

30 2501.502 36" RC PIPE APRON EACH 2.00 $1,850.00 $3,700.00

31 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 100.00 $65.00 $6,500.00

32 2231.604 BITUMINOUS PATCH SPECIAL SQ YD 855.00 $35.00 $29,925.00

33 2105.602 GRAVEL ENTRANCE RESTORATION SQ YD 1,090.00 $16.00 $17,440.00

34 2540.618 INSTALL BRICK PAVERS SQ FT 380.00 $12.00 $4,560.00

OPINION OF PROBABLE COST

1 1/2/2019

2019 6TH AVENUE SE IMPROVEMENTS 1/2/2019

ST. STEPHEN, MN

SEH NO. STSTE 147974

ITEM NO.

MN/DOT NO. ITEM DESCRIPTION

UNIT OF MEASUREMENT

APPROXIMATE QUANTITY UNIT PRICE COST TOTAL

OPINION OF PROBABLE COST

35 2564.531 SIGN PANELS TYPE C SQ FT 155.00 $44.00 $6,820.00

36 2564.602 SIGN PANELS TYPE SPECIAL EACH 4.00 $450.00 $1,800.00

37 2582.503 4" BROKEN LINE MULTI COMP GR IN LIN FT 530.00 $0.65 $344.50

38 2582.503 4" SOLID LINE MULTI COMP GR IN LIN FT 15,435.00 $0.65 $10,032.75

39 2582.503 4" DBLE SOLID LINE MULTI COMP GR IN LIN FT 3,960.00 $1.50 $5,940.00 $1,306,352.25

TURF RESTORATION

40 2574.507 COMMON TOPSOIL BORROW (LV) CU YD 2,750.00 $20.00 $55,000.00

41 2515.504 ARTICULATED BLOCK MAT OPEN CELL TYPE C SQ YD 25.00 $100.00 $2,500.00

42 2573.502 STORM DRAIN INLET PROTECTION EACH 1.00 $200.00 $200.00

43 2574.508 FERTILIZER TYPE 1 POUND 2,800.00 $0.90 $2,520.00

44 2575.508 SEED MIXTURE 22-11 POUND 480.00 $2.75 $1,320.00

45 2575.508 SEED MIXTURE 25-141 POUND 475.00 $4.75 $2,256.25

46 2575.504 EROSION CONTROL BLANKETS 3N SQ YD 3,000.00 $2.00 $6,000.00

47 2575.508 HYDRAULIC MULCH MATRIX POUND 20,000.00 $0.85 $17,000.00

48 2575.605 SEEDING SPECIAL ACRE 8.00 $400.00 $3,200.00

49 2575.605 SEEDING ACRE 8.00 $750.00 $6,000.00 $95,996.25

SUBTOTAL - CONSTRUCTION $1,501,300.00 $1,501,258.50

CONTINGENCY $150,100.00

FEASIBILTY REPORT $20,800.00

DESIGN & CONSTRUCTION ENGINEERING $300,300.00

GEOTECHNICAL INVESTIGATION $6,150.00

CONSTRUCTION MATERIAL TESTING $18,000.00

LEGAL, FISCAL, & ADMINISTRATIVE $150,100.00

ESTIMATED R.O.W. ACQUISITION $230,000.00

GRAND TOTAL $2,376,750.00

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2 1/2/2019

Appendix B Preliminary Assessment Worksheet

PRELIMINARY SPECIAL ASSESSMENT WORKSHEET 1/2/2019

6th Avenue SE Street ImprovementsSt. Stephen, Minnesota $42.25SEH No. STSTE 147974

ITEM NO. PARCEL ID NO.GREENACRES PROPERTY DESCRIPTION PROPERTY OWNER PROPERTY ADDRESS MAILING ADDRESS

LONG SHORT50%

LONG100%

SHORT

1 90.55808.0000 YES20.29 A. N 745' OF NW4NW4 LESS S 431' OF N 651' OF W 241' LESS W 396' OF N 220' LESS E 48.59' OF N 208' THEREOF BENEDICT J SUPAN REV TRUST

710 MAIN ST E ST STEPHEN MN 56375

710 MAIN ST E ST STEPHEN MN 56375 924.43 431.03 431.03 200.00 200.00 $8,450.79 YES

2 90.55808.0010 YES57.42 A. SW4NW4 & THAT PART OF NW4NW4 WHICH LIES S OF N 745' THEREOF GREG A SUPAN

530 6TH AVE SE ST STEPHEN MN 56375

530 6TH AVE SE ST STEPHEN MN 56375-9616 1353.53 1353.53 200.00 200.00 $8,450.79 YES

3 90.55808.0500 2.00A W396' OF N220' OF W1/2 NW1/4 CITY OF ST STEPHEN CITY OF ST STEPHEN2 6TH AVE SE ST STEPHEN MN 56375

2 6TH AVE SE ST STEPHEN MN 56375 396.07 220.04 220.04 220.04 220.04 $9,297.38 NO

4 90.55809.00002.38 A. S431' OF N651' OF W 241' OF W2 NW4 CITY OF ST STEPHEN RUTH A SUPAN REVOCABLE TRUST


22 6TH AVE SE ST STEPHEN MN 56375 431.02 431.02 200.00 200.00 $8,450.79 NO

5 90.55811.0000 YES 40.00 A. NW4SW4 CITY OF ST STEPHEN JEROME C & DOLORES M SUPAN820 6TH AVE SE ST STEPHEN MN 56375


6 90.55812.0000 YES37.09A SW4SW4 LESS SE 1.91A & LESS S 209' OF W 209' THEREOF CITY OF ST STEPHEN KENNETH L & DANITA J TRAUT



7 90.55812.00041.91 A BEG SE COR SW4SW4 TH N197.79' TH W440.93' TH S180.92' TH E TO BEG. CITY OF ST. STEPHEN KEVIN H & HELEN M TADYCH


1206 6TH AVE SE ST STEPHEN MN 56375-9620 181.00 181.00 181.00 $7,647.99 NO

8 90.55812.0020 1.00 A. W 209' OF S 209' OF SW4SW4 KENNETH L & DANITA J TRAUT1202 6TH AVE SE ST STEPHEN MN 56375

1202 6TH AVE SE ST STEPHEN MN 56375-9620 208.99 208.99 200.00 200.00 $8,450.79 NO

9 90.55813.0000 YES22.99A NW4NW4 LESS W489.44' OF S890' OF N1292.73' & LESS NE'LY 6.53A TO TRAUT CITY OF ST. STEPHEN KENNETH L & DANITA J TRAUT



10 90.55813.00011.00 A S148.33' OF N995.56' OF W293.66' OF NW4NW4 CITY OF ST STEPHEN JOSHUA POLMAN


1408 6TH AVE SE ST STEPHEN MN 56375 152.37 152.37 152.37 $6,438.44 NO

11 90.55813.00021.00 A S148' OF N1292' OF W 293' OF NW4NW4 CITY OF ST STEPHEN MATTHEW P BINSFELD



12 90.55813.00031.00A S148.89' OF N1143.89' OF W293.66' OF NW4NW4 CITY OF ST STEPHEN ADAM KREMERS



13 90.55813.0016

5.00A PT OF NW4NW4 BEG 150' S OF NE COR - S 507' - W 430' - N 490' - E 437' TO POB (TRACTS A & B) OF WALTER TRAUT SURVEY CITY OF ST. STEPHEN DUKE L & LEANN J STILLWELL



14 90.55813.0017

1.53 A PT OF NW4NW4 BEG AT NE COR - S 150' - W 437' - N 154' - E 438' TO POB (TRACT C) WALTER TRAUT SURVEY CITY OF ST STEPHEN KEVIN H & HELEN M TADYCH



15 90.55813.0030.50 A E195.78' OF W489.44' OF S 111.25' OF N 1069.73' OF NW4NW4 CITY OF ST STEPHEN DONNA M MESSER

617 15TH ST SE ST STEPHEN MN 56375

617 15TH ST SE ST STEPHEN MN 56375 107.42 107.42 107.42 $4,538.77 NO

16 90.55813.0032.50A E195.78' OF W489.44' OF S111.25' OF N1292.23' OF NW4NW4 US BANK NA


4801 FREDERICA ST OWENSBORO KY 42301 148.01 148.01 148.01 $6,254.18 NO

17 90.55813.0034.50A E195.78' OF W489.44' OF S111.25' OF N1180.98' OF NW4NW4 BRENT W BEYER



18 90.55813.0040.50 A. E 195.78' OF W 489.44' OF N 111.25' OF S 222.50' OF N 1069.73' OF NW4NW4 CHARLES A & LISA A CHENEY


619 15TH ST SE ST STEPHEN MN 56375-9641 111.25 111.25 111.25 $4,700.54 NO

19 90.55814.00003.01A S 267' OF N847.23' OF W489.44' OF NW4NW4 CITY OF ST STEPHEN ROD HOST



20 90.55814.00052.00A S 178' OF N 580.23' OF W 489.44' OF NW4NW4 CITY OF ST STEPHEN KENDRA M FRANK



21 90.55875.0000 YES 119.00 A. SE4NE4 & N2SE4 LESS 1 A. CITY OF ST STEPHEN ROBERT J FERCHE TRUST823 6TH AVE SE ST STEPHEN MN 56375


22 90.55876.0000 1.00 A. S208.74' OF E208.74' NE4SE4 CITY OF ST STEPHEN DIANE L HINKEMEYER825 6TH AVE SE ST STEPHEN MN 56375


23 90.55877.0000.58A S105' OF N686.95' OF E242' OF NE4NE4 CITY OF ST STEPHEN BRIAN J QUAAL



24 90.55877.0001.77 A. S 138' OF N 400' OF E 242' OF NE4NE4 CITY OF ST STEPHEN HOLT RENTALS LLC


PO BOX 91 BOWLUS MN 56314 241.93 137.99 137.99 137.99 $5,830.75 NO

25% SPECIAL ASSESSMENT RATE

DEFERRED SPECIAL

ASSESSMENT Y/N

STREET RECONSTRUCTION PER LF

ABUTTING FOOTAGE ADJUSTED FOOTAGEASSESSED FOOTAGE

TOTAL SPECIAL ASSESSMENT

FOOTAGE CAP

P:\PT\S\STSTE\147974\2-proj-mgmt\25-cost-est\Assessments\PAW.xlsx 1/2/2019 Page 1




LONG SHORT50%

LONG100%

SHORT

25% SPECIAL ASSESSMENT RATE

DEFERRED SPECIAL

ASSESSMENT Y/N

STREET RECONSTRUCTION PER LF

ABUTTING FOOTAGE ADJUSTED FOOTAGEASSESSED FOOTAGE


FOOTAGE CAP

25 90.55877.0004.55 A S99' OF N785.95' OF E 242' OF NE4NE4 CITY OF ST STEPHEN BRIAN J & TERESA A QUAAL



26 90.55877.0006.64A S115.95' OF N581.95' OF E242' OF NE4NE4 CITY OF ST STEPHEN KENNETH D & LINDA M LAHR

508 1ST ST SE ST STEPHEN MN 56375

508 1ST ST SE ST STEPHEN MN 56375-9614 241.93 105.00 105.00 105.00 $4,436.52 NO

27 90.55878.0000 1.45 A. N 262' OF E 242' OF NE4NE4 CITY OF ST STEPHEN TERRENCE THELL528 MAIN ST E ST STEPHEN MN 56375

528 MAIN ST ST STEPHEN MN 56375 262.03 241.91 131.01 0.00 $0.00 NO

28 90.55880.00001.00 A. S180' OF N965.95' OF E242' OF NE4NE4 CITY OF ST STEPHEN RONALD E KLUG



29 90.55881.00002.00 A. S180' OF N1325' OF E 484' OF NE4NE4 CITY OF ST STEPHEN SYLVESTOR L & A MAJERUS



30 90.55882.00002.00 A. S180' OF N1145' OF E 484' OF NE4NE4 CITY OF ST STEPHEN PETER KROLL ETAL



31 90.55910.0000 25-126-29 10.01A S 531.60' OF N 805.50' OF E 820.50' OF SE4SE4 GERALD R SNIDER



32 90.55910.0001

1.50 A THE S221.86' OF E 184.64' OF SE4SE4 SEC 25 & N 132.02' OF E184.64' NE4NE4 IN SEC 36 CITY OF ST STEPHEN RAYMOND A & ANITA M SMOLEY



33 90.55910.0003 25-126-29 25.58A SE4SE4 LESS W 98.50' & LESS S 221.86' OF E 184.64' & LESS S 531.60' OF N 805.50' OF E 820.50' SMOLEY PROPERTY LLC

6TH AVE SE ST STEPHEN MN 56375

419 CENTRAL AVE N ST STEPHEN MN 56375 573.96 573.96 200.00 200.00 $8,450.79 NO

34 90.55916.000013.72 A NW 14 A OF NE4NE4 LESS .28 A CITY OF ST STEPHEN SMOLEY PROPERTY LLC



35 90.55917.0000 YES17.72 A N 18 A OF SE 26 A OF NE4NE4 LESS .28 A CITY OF ST STEPHEN AARON J BRETH


42700 125TH AVE HOLDINGFORD MN 56340 534.43 534.43 0.00 0.00 $0.00 YES

36 90.55918.0000 8.00 A. S 8 A. OF SE 26 A. OF NE4NE4 CITY OF ST STEPHEN NICHOLAS E JAEGER1417 6TH AVE SE ST STEPHEN MN 56375


TOTAL 2066.38 14173.19 131.01 13931.28 5888.22 $248,800.46





LONG SHORT50%

LONG100%

SHORT


































13 90.55813.0016




14 90.55813.0017
































35% SPECIAL ASSESSMENT RATESTREET RECONSTRUCTION PER LF

ABUTTING FOOTAGE ADJUSTED FOOTAGEFOOTAGE

CAPASSESSED FOOTAGE


DEFERRED SPECIAL

ASSESSMENT Y/N





LONG SHORT50%

LONG100%

SHORT



CAPASSESSED FOOTAGE


DEFERRED SPECIAL

ASSESSMENT Y/N





















32 90.55910.0001















TOTAL 2066.38 14173.19 131.01 13931.28 5888.22 $348,320.64





LONG SHORT50%

LONG100%

SHORT


































13 90.55813.0016




14 90.55813.0017


































CAPASSESSED FOOTAGE


DEFERRED SPECIAL

ASSESSMENT Y/N





LONG SHORT50%

LONG100%

SHORT



CAPASSESSED FOOTAGE


DEFERRED SPECIAL

ASSESSMENT Y/N





















32 90.55910.0001















TOTAL 2066.38 14173.19 131.01 13931.28 5888.22 $597,121.10


Appendix C 2015 St. Cloud Area Planning Organization’s (APO) Pavement Condition Evaluation

LESAUK TOWN LINE ROAD Page 47 ST. CLOUD APO WSB PROJECT NO. 3049-000


Cartegraph ID OCI Length (ft)

Pavement Area (ft2)

30 36.79 321.26 7067.72



Pavement Area (ft2)

31 36.97 637.29 14020.38



Pavement Area (ft2)

32 42.79 1221.99 28105.77



Pavement Area (ft2)

33 37.09 1200.1 27602.3



Pavement Area (ft2)

34 37.8 583.96 12847.12



Pavement Area (ft2)

35 41.6 1132.02 24904.44



Pavement Area (ft2)

36 40.28 1039.65 22872.3



Pavement Area (ft2)

37 36.34 214.47 4932.81

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feasibility report 010219 - city of st. stephen · patches, and thin bituminous overlays in 2003...

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