FEASIBILITY REPORT for 2013 Street Improvements ... - West St. Paul

FEASIBILITY REPORT for 

2013 Street Improvements Project 

City of West Saint Paul, MN 

City Project No. 13-1 

BMI Project No. T18.105901 

January 2013 

Submitted by: 

Bolton & Menk, Inc. 

12224 Nicollet Avenue 

Burnsville, MN 55337-1649 

P: 952-890-0509 

F: 952-890-8065

FEASIBILITY REPORT 

TABLE OF CONTENTS 

TABLE OF CONTENTS ............................................................................................................................................... i 

CERTIFICATION ........................................................................................................................................................iii 

1.0 INTRODUCTION ................................................................................................................................................... 1 

2.0 FULL STREET RECONSTRUCTION ................................................................................................................... 2 

2.1 BIDWELL STREET ........................................................................................................................................ 2 

2.2 DUCK POND DRIVE & WINSLOW COURT ............................................................................................... 5 

2.3 STRYKER AVENUE ...................................................................................................................................... 9 

2.4 FOX RIDGE ROAD & FOX RIDGE COURT .............................................................................................. 12 

2.5 STANLEY STREET ...................................................................................................................................... 15 

3.0 STREET REHABILITATION (EDGE MILL & FULL-WIDTH OVERLAY) .................................................... 18 

3.1 SPERL STREET ............................................................................................................................................ 18 

3.2 ARION STREET ............................................................................................................................................ 21 

4.0 INTERSECTION REALIGNMENT ..................................................................................................................... 24 

4.1 EMERSON AVENUE & IMPERIAL DRIVE ............................................................................................... 24 

5.0 POND EXCAVATION ......................................................................................................................................... 26 

5.1 DUCK POND ................................................................................................................................................. 26 

6.0 ESTIMATED COSTS / FINANCING .................................................................................................................. 27 

6.1 STREET RECONSTRUCTION COST ESTIMATE ..................................................................................... 27 

6.2 STREET REHABILITATION COST ESTIMATE ....................................................................................... 28 

6.3 INTERSECTION REALIGNMENT COST ESTIMATE .............................................................................. 29 

6.4 DUCK POND EXCAVATION COST ESTIMATE ...................................................................................... 29 

6.5 TOTAL PROJECT COST ESTIMATE ......................................................................................................... 30 

7.0 PROJECT SCHEDULE......................................................................................................................................... 31 

8.0 EASEMENTS AND PERMITS ............................................................................................................................ 32 

9.0 CONCLUSION ..................................................................................................................................................... 33 

Prepared by: Bolton & Menk, Inc. 


2013 Street Improvements Project, City of West St. Paul, MN Page i


APPENDICES 

APPENDIX A – FIGURES 

FIGURE 1 – LOCATION MAP 

FIGURE 2 – PROJECT LOCATION MAP 

FIGURE 3 – TYPICAL STREET SECTIONS 

FIGURE 4 – BIDWELL STREET 

FIGURE 5 – DUCK POND DRIVE 

FIGURE 6 – STRYKER AVENUE & WINSLOW COURT 

FIGURE 7 – FOX RIDGE ROAD & COURT 

FIGURE 8 – SPERL STREET 

FIGURE 9 – ARION & STANLEY STREET 

FIGURE 10 – EMERSON AVENUE & IMPERIAL DRIVE 

FIGURE 11 – WHAT’S UNDER MY STREET 

APPENDIX B – PRELIMINARY COST ESTIMATES 

APPENDIX C – PRELIMINARY ASSESSMENT ROLLS & MAPS 

APPENDIX D – PUBLIC FACILITIES & SPECIAL ASSESSMENT POLICY 

APPENDIX E – GEOTECHNICAL REPORTS 



2013 Street Improvements Project, City of West St. Paul, MN Page ii


1.0 INTRODUCTION 

This report examines the proposed street and utility improvements for the City of West Saint 

Paul’s 2013 Street Improvements Project (Project #13-1). This project is part of the City’s 

ongoing annual street improvement program. 

This report presents street improvements consisting of two methods: full street reconstruction 

(with limited water main replacement, sanitary sewer rehabilitation, and storm sewer 

improvements) and street rehabilitation consisting of an edge mill & full-width overlay. 

The following streets are proposed for full street reconstruction and utility improvements: 

• Bidwell Street between Marie Avenue and Crusader Avenue 

• Duck Pond Drive between Marie Avenue and Stryker Avenue 

• Winslow Court 

• Stryker Avenue between Marie Avenue and Crusader Avenue 

• Fox Ridge Road between Livingston Avenue N and Livingston Avenue S 

• Fox Ridge Court 

• Stanley Street between Sperl Street and Felix Street 

The following streets are proposed for street rehabilitation (edge mill & full-width overlay): 

• Sperl Street between Butler Avenue (CR 4) and Bernard Street 

• Arion Street E between Sperl Street and Felix Street 

This report also presents the proposed realignment of the intersection of Imperial Drive and 

Emerson Avenue and the proposed investigation of Duck Pond. 

See Figure 1 & 2 in Appendix A for proposed project location and improvements map. 

This report will review the existing conditions in the project area and discuss in detail the 

proposed improvements. It will also provide preliminary cost estimates for the proposed 

improvements with financing for the project coming from a combination of assessments, the 

City’s Stormwater Utility Fund, St. Paul Water Funds, and the City bond sale process. 

If the City decides to proceed with the proposed street and utility improvements described in 

this report, it is anticipated construction would begin in 2013 as shown in the included project 

schedule found on page 31. 


1.0 INTRODUCTION 

2013 Street Improvements Project, City of West St. Paul, MN Page 1


2.0 FULL STREET RECONSTRUCTION 

2.1 BIDWELL STREET 

Existing Conditions 

Bidwell Street, from Marie Avenue to Crusader Avenue, is a local residential road in West Saint 

Paul. The road runs north/south in the south portion of the City and serves the residential 

single family homes with direct access to it. 

Bidwell Street exists as a 34-foot wide bituminous roadway delineated by concrete curb and 

gutter on both sides. Pavement width is measured curb face to curb face. There are no 

sidewalks or trails in place along Bidwell Avenue and mature trees are found within the 

boulevard on both sides of the street for the entire length. There are three existing street lights 

within the street corridor of Bidwell Street: at the intersection of Marie Avenue, at the 

intersection of Oakview Road, and at the intersection of Crusader Avenue. City records show 

watermain and sanitary sewer improvements were completed in 1970. Records show storm 

sewer and roadway improvements were completed in 1979. 

The bituminous pavement within the study area 

exhibits wear and distress due to traffic loadings as 

well as typical weathering effects experienced with 

aged asphalt pavement. The existing pavement 

contains large transverse cracking (cracks running 

perpendicular across the roadway) and significant 

alligator-type cracking. Alligator cracking in 

pavement is a tell-tale sign of subgrade problems. 

Soil borings were completed along Bidwell Street 

by Braun Intertec to determine the existing 

roadway section. The existing bituminous 

pavement thickness ranges from 4.0 to 8.5 inches and aggregate base thickness ranges from 2.0 

to 24.0 inches. Existing subgrade soils found beneath the aggregate base consisted of clayey 

sand and were found to be in either a wet or moist condition. 

In 2006 the City of West Saint Paul began a Pavement Management System which included a 

site survey of every street in the City. Each site survey gathered road distress data such as the 

number of potholes, the number and size of cracks, and other statistics which describe the 

condition of the pavement. This information was then used to compute a Pavement Condition 

Index (PCI) for each street section. The PCI is a tool for comparing streets when considering 

where roadway improvements are most needed within the City. The street PCI is a number 

between 0-100, with 100 being the best or signifying a newly paved street and 0 being the 

worst. In the pavement industry, it’s generally agreed that streets with a PCI ≤ 65 need some 

improvement. Streets in need of a mill and overlay or other form of rehabilitation generally 

have a PCI in the range of 45-65, while streets with a PCI ≤ 45 usually require a complete 

reconstruction. 





Proposed Street Light Improvements 

An additional street light is recommended on the east side of Bidwell Street at mid-block point 

between Oakview Road and Crusader Avenue. There is approximately a 950-foot gap between 

existing street lights in this location. Typical street light spacing is every 300- to 350-feet. 

Proposed Sanitary Sewer Improvements 

Based on the sewer pipe age, material type, and televising results, the proposed improvements 

for the existing sanitary sewer along Bidwell Street will be full length lining of the existing main 

with a cured-in-place pipe (CIPP) and spot repair of any sags. A limited number of existing 

sanitary sewer manholes will be removed and replaced and all remaining existing sanitary 

sewer manholes will have the casting/cover replaced. 

Bidwell Street sanitary sewer system is within a City sewershed where the City still has an I/I 

(Inflow/Infilitration) surcharge amount to spend on sewer system repairs. The I/I surcharge is a 

Met Council calculated charge for excess I/I based on sewer flow metering from prior storm 

events. A meeting was held in October 2012 to inform residents of the need to complete 

televised inspection of their private service lines draining to Bidwell Street sewer system. The 

private service line consists of any pipe between the residence and the sewer main. Any 

private service lines that need repairs can be coordinated and completed with the street 

project. The City currently has an I/I ordinance allowing for the inspection of private service 

lines. 

Proposed Watermain Improvements 

St. Paul Regional Water Services completed a review of the existing water system in Bidwell 

Street and determined a complete replacement of the existing watermain with new 8-inch 

ductile iron pipe is recommended as part of the proposed project. 

Proposed Storm Sewer Improvements 

Existing catchbasins along Bidwell Street are recommended to be removed and replaced with 

new catchbasins meeting current City standards. The existing manholes and storm sewer pipe 

network will be analyzed based on hydraulic performance and structural condition during final 

design. After analysis, any existing manhole or storm sewer pipe determined under sized or a 

risk for failure is recommended to be removed and replaced with new as part of the proposed 

project. 

See Figure 4 in Appendix A for layout illustrating existing conditions and proposed 

improvements for Bidwell Street. 





2.2 DUCK POND DRIVE & WINSLOW COURT 


Duck Pond Drive, from Marie Avenue to Stryker Avenue, is a local residential road in West Saint 

Paul. The road runs both north/south and east/west in the south portion of the City and 

contains the small cul-de-sac of Winslow Court. Duck Pond Drive and Winslow Court serve the 

residential single family homes with direct access to them. 

Duck Pond Drive exists as a 36-foot wide bituminous roadway delineated by concrete curb and 


sidewalks or trails in place along Duck Pond Drive and mature trees are found within the 

boulevard on both sides of the street. There are four existing street lights within the street 

corridor of Duck Pond Drive: at the intersection of Marie Avenue, at the mid-block of the 

north/south portion of Duck Pond Drive, at the horizontal curve at the start of the east/west 

portion of Duck Pond Drive, and at the intersection of Winslow Court. Winslow Court exists as 

a 48-foot radius cul-de-sac with concrete curb and gutter. The radius is measured to face of 

curb. City records show sanitary sewer, watermain, storm sewer, and roadway improvements 

were completed for both Duck Pond Drive and Winslow Court around 1980. 

The bituminous pavement within the study 

area exhibits wear and distress due to traffic 

loadings as well as typical weathering 

effects experienced with aged asphalt 

pavement. The existing pavement contains 

large transverse cracking, significant 

alligator-type cracking, rutting, and potholes 

with Winslow Court cul-de-sac being in 

particularly poor condition. Alligator 

cracking in pavement is a tell-tale sign of 

subgrade problems. Soil borings were 

completed along Duck Pond Drive and Winslow Court by Braun Intertec to determine the 

existing roadway section. The existing bituminous pavement thickness ranges from 4.5 to 4.75 

inches and aggregate base thickness ranges from 9.0 to 9.5 inches for Duck Pond Drive. The 

existing bituminous pavement thickness is 3.75 inches and aggregate base thickness is 6.5 

inches for Winslow Court. Existing subgrade soils found beneath the aggregate base consisted 

of clayey sand and were found to be in either a wet or moist condition. 
















A pavement condition survey for Duck Pond Drive and Winslow Court were completed in 2012 

and from the survey a PCI was generated: 

Existing PCI for Duck Pond Drive 

From Street To Street PCI 

Marie Ave Winslow Ct 19 

Winslow Ct Stryker Ave 20 

Existing PCI for Winslow Court 


Duck Pond Dr North End 6 

There is an existing 6-inch diameter ductile iron watermain which runs the entire length of Duck 

Pond Drive. An existing 6-inch diameter ductile iron watermain serves Winslow Court 

connecting into the Duck Pond Drive watermain. The water system in the study area is owned 

and operated by St. Paul Regional Water Services. 

There is an existing 8-inch diameter vitrified clay pipe (VCP) sanitary sewer main which runs 

north to south along Duck Pond Drive starting upstream at a manhole near Marie Avenue and 

ending downstream at a manhole at Stryker Avenue. An existing 8-inch diameter VCP sanitary 

sewer main serves Winslow Court connecting into the Duck Pond Drive sewer main. The 

existing condition of the sanitary sewer system was documented by videotaping of the sewer 

main and televising revealed the presence of significant inflow and/or infiltration at specific 

locations along Duck Pond Drive, with area of particular concern being the east/west portion. 

This appears to be primarily due to poor pipe joints as well as cracks and root growth in the 

sewer pipe. The televising also documented sags in the sewer pipe at some locations. These 

conditions can lead to significant decrease in capacity and cause sewage backups if left 

untreated. 

There is an existing storm sewer system within Duck Pond Drive consisting of catchbasin 

structures at each roadway intersection and at the roadway low point located 300 feet west of 

Winslow Court. Duck Pond Drive is split into three different drainage basins. The north portion 

surface drains to the north towards Marie Avenue. The central and largest portion surface 

drains south and west towards the roadway low point. The east portion surface drains to the 

east towards Stryker Avenue. Winslow Court surface drains south towards Duck Pond Drive. 

From the low point, the collected storm water flows within the storm sewer east to Stryker 

Avenue then flows south in Stryker Avenue with final discharge into the school pond. 





Proposed Street Improvements 

Based on the roadway age, surface deterioration, PCI rating, and sub-soils, the proposed 

improvements for Duck Pond Drive and Winslow Court is a complete reconstruction of the 

existing road section. The new roadway width is proposed to match the existing width of 36- 

feet curb face to curb face. The new roadway horizontal alignment and vertical profile is 

expected to remain similar to the existing roadway. The street will be reconstructed to a 

minimum 7-ton design requirement. Based on geotechnical recommendations the proposed 

road section will include 4.0-inches of bituminous pavement (2 layers of 2-inches each) over 

8.0-inches of aggregate base over 12.0-inches of select granular, for a total thickness of 24.0- 

inches. Subsurface drain tile would be installed at the bottom of the street section under the 

curb line to help ensure the new roadway section will remain free draining, helping to reduce 

stress on pavement from freeze thaw action. The existing concrete curb and gutter and existing 

driveway aprons will be removed and replaced with new concrete. All disturbed boulevard 

areas will be restored with 5.0-inches of topsoil and new sod. 

See Figure 3 in Appendix A for the proposed typical section for Duck Pond Drive and Winslow 

Court. 


No improvements are recommended as part of the proposed project. 



for the existing sanitary sewer along Duck Pond Drive will be lining of the majority of the 

existing main with a cured-in-place pipe (CIPP) and spot repair of any sags. A limited number of 

existing sanitary sewer manholes will be removed and replaced and all remaining existing 

sanitary sewer manholes will have the casting/cover replaced. 

Duck Pond Drive and Winslow Court sanitary sewer system is within a City sewershed where 

the City still has an I/I (Inflow/Infilitration) surcharge amount to spend on sewer system repairs. 

The I/I surcharge is a Met Council calculated charge for excess I/I based on sewer flow metering 

from prior storm events. A meeting was held in October 2012 to inform residents of the need to 

complete televised inspection of their private service lines draining to Duck Pond Drive sewer 

system. The private service line consists of any pipe between the residence and the sewer 

main. Any private service lines that need repairs can be coordinated and completed with the 

street project. The City currently has an I/I ordinance allowing for the inspection of private 

service lines. 


St. Paul Regional Water Services completed a review of the existing water system in Duck Pond 

Drive and Winslow Court and determined no improvements are necessary as part of the 

proposed project. 






Existing catchbasins along Duck Pond Drive are recommended to be removed and replaced with 





project. 

See Figure 5 and 6 in Appendix A for layout illustrating existing conditions and proposed 

improvements for Duck Pond Drive and Winslow Court, respectively. 





2.3 STRYKER AVENUE 


Stryker Avenue, from Marie Avenue to Crusader Avenue, is a collector street in West Saint Paul. 

The road runs north/south in the south portion of the City and serves both single and multiple 

family residential homes. 

Stryker Avenue exists as a 36-foot wide bituminous roadway delineated by concrete curb and 


sidewalks or trails in place along Stryker Avenue. There are three existing street lights within 

the street corridor of Stryker Avenue: at the intersection of Marie Avenue, at a location just 

north of Shields Lane, and at the intersection of Crusader Avenue. City records show sanitary 

sewer, watermain, storm sewer, and roadway improvements were completed for Stryker 

Avenue around 1980. 


area exhibits wear and distress due to traffic 

loadings as well as typical weathering effects 

experienced with aged asphalt pavement. 

The existing pavement contains large 

transverse cracking, longitudinal cracking, 

alligator-type cracking, and potholes. Soil 

borings were completed along Stryker Avenue 

by Braun Intertec to determine the existing 

roadway section. The existing bituminous 

pavement thickness ranges from 6.0 to 8.0 

inches and aggregate base thickness ranges from 7.0 to 9.5 inches. Existing subgrade soils 

found beneath the aggregate base consisted of clayey sand and were found to be in either a 

wet or moist condition. 
















A pavement condition survey for Stryker Avenue was completed in 2012 and from the survey a 

PCI was generated: 

Existing PCI for Stryker Avenue 


Marie Ave Shields Ln 47 

Shields Ln Duck Pond Dr 21 

Duck Pond Dr Crusader Ave 38 

There is an existing 8-inch cast iron watermain which runs the entire length of Stryker Avenue. 

The water system in the study area is owned and operated by St. Paul Regional Water Services. 


north to south along the majority of Stryker Avenue starting upstream at a manhole located 

320 feet south of Marie Avenue and ending downstream at a manhole at Crusader Avenue. 

The existing condition of the sanitary sewer system was documented by videotaping of the 

sewer main and televising revealed the presence of inflow and/or infiltration along the majority 

of Stryker Avenue. This appears to be primarily due to poor pipe joints as well as cracks and 

root growth in the sewer pipe. These conditions can lead to a significant decrease in capacity 

and cause sewage backups if left untreated. 

There is an existing storm sewer system within Stryker Avenue consisting of catchbasin 

structures at each roadway intersection and along the roadway segment. Stryker Avenue 

surface drains within the study area from both the north and south end to the roadway low 

point located approximately 250 feet north of Crusader Avenue. An existing pond outlet pipe 

from Duck Pond also connects to the Stryker Avenue storm sewer system with connection point 

located 250 feet south of Marie Avenue. From the low point the collected storm water flows 

within storm sewer south to Crusader Avenue then flows west along Crusader Avenue and is 

discharged into the school pond. 



improvements for Stryker Avenue is a complete reconstruction of the existing road section. 

The new roadway width is proposed to match the existing width of 36-feet measured curb face 

to curb face. The new roadway horizontal alignment and vertical profile is expected to remain 

similar to the existing roadway. The street will be reconstructed to a minimum 9-ton design 

requirement. Based on geotechnical recommendations the proposed road section will include 

4.0-inches of bituminous pavement (2 layers of 2-inches each) over 8.0-inches of aggregate 

base over 12.0-inches of select granular, for a total thickness of 24.0-inches. Subsurface drain 

tile would be installed at the bottom of the street section under the curb line to help ensure the 

new roadway section will remain free draining, helping to reduce stress on pavement from 

freeze thaw action. The existing concrete curb and gutter and existing driveway aprons will be 

removed and replaced with new concrete. All disturbed boulevard areas will be restored with 

5.0-inches of topsoil and new sod. 

See Figure 3 in Appendix A for the proposed typical section for Stryker Avenue. 





Proposed Street Lighting Improvements 

Additional street lighting is recommended along the east side of Stryker Avenue at two midblock 

points. The first is the mid-block point between Marie Avenue and Duck Pond Drive and 

the second is the mid-block point between Duck Pond Drive and Crusader Avenue. There are 

approximately 600-foot gaps between the existing street lights along Stryker Avenue. Typical 

street light spacing is every 300- to 350-feet. 



for the existing sanitary sewer along Stryker Avenue will be lining of the majority of the existing 

main with a cured-in-place pipe (CIPP). Half of the existing sanitary sewer manholes will be 

removed and replaced and all remaining existing sanitary sewer manholes will have the 

casting/cover replaced. 

Stryker Avenue sanitary sewer system is within a City sewershed where the City still has an I/I 

(Inflow/Infilitration) surcharge amount to spend on sewer system repairs. The I/I surcharge is a 

Met Council calculated charge for excess I/I based on sewer flow metering from prior storm 

events. A meeting was held in October 2012 to inform residents of the need to complete 

televised inspection of their private service lines draining to Stryker Avenue sewer system. The 

private service line consists of any pipe between the residence and the sewer main. Any 

private service lines that need repairs can be coordinated and completed with the street 

project. The City currently has an I/I ordinance allowing for the inspection of private service 

lines. 


St. Paul Regional Water Services completed a review of the existing water system in Stryker 

Avenue and determined a complete replacement of the existing watermain with new 8-inch 

ductile iron pipe is recommended as part of the proposed project. 


Existing catchbasins along Stryker Avenue are recommended to be removed and replaced with 





project. 


improvements for Stryker Avenue. 





2.4 FOX RIDGE ROAD & FOX RIDGE COURT 


Fox Ridge Road, from Livingston Avenue N to Livingston Ave S, is a local residential road in West 

Saint Paul. The roadway alignment is shaped like the letter ‘C’ connecting to Livingston Avenue 

on both ends and contains the cul-de-sac of Fox Ridge Court. Fox Ridge Road and Court serve 

both single and multiple family residential homes with direct access to them. 

Fox Ridge Road exists as a 36-foot wide bituminous roadway delineated by concrete curb and 

gutter on both sides. Pavement width is measured curb face to face. There are no sidewalks or 

trails in place along Fox Ridge Road and trees are found within the boulevard on both sides of 

the street. There are four existing street lights within the street corridor of Fox Ridge Road: at 

the intersection of Livingston Avenue N, at the intersection of Fox Ridge Court, at the mid-block 

between Fox Ridge Court and Livingston Avenue S, and at the intersection of Livingston Avenue 

S. Fox Ridge Court exists as a 36-foot wide bituminous roadway delineated by concrete curb 

and gutter on both sides ending with a 48-foot radius cul-de-sac with concrete curb and gutter. 

The radius is measured to face of curb. There is one existing street light within the street 

corridor of Fox Ridge Court and it is located at the beginning of the cul-de-sac. City records 

show sanitary sewer, watermain, storm sewer, and roadway improvements were completed for 

both Fox Ridge Road and Court in 1982. 

The bituminous pavement within 

the study area exhibits wear and 

distress due to traffic loadings as 

well as typical weathering effects 

experienced with aged asphalt 

pavement. The existing pavement 

contains large transverse cracking, 

significant alligator-type cracking, 

rutting, and potholes. Alligator 

cracking in pavement is a tell-tale 

sign of subgrade problems. Soil 

borings were completed along Fox Ridge Road and Court by Braun Intertec to determine the 

existing roadway section. The existing bituminous pavement thickness ranges from 4.5 to 4.75 

inches and aggregate base thickness ranges from 4.0 to 6.5 inches for Fox Ridge Road. The 

existing bituminous pavement thickness ranges from 4.5 to 4.75 inches and aggregate base 

thickness ranges from 5.0 to 9.0 inches for Fox Ridge Court. Existing subgrade soils found 

beneath the aggregate base consisted of clayey sand and were found to be in either a wet or 

moist condition. 
















A pavement condition survey for Fox Ridge Road and Court were completed in 2012 and from 

the survey a PCI was generated: 

Existing PCI for Fox Ridge Road 


Livingston Ave N Fox Ridge Ct 46 

Fox Ridge Ct Livingston Ave S 42 

Existing PCI for Fox Ridge Court 


Fox Ridge Road West End 29 

There is an existing 6-inch diameter ductile iron watermain which runs the entire length of Fox 

Ridge Road. An existing 6-inch diameter ductile iron watermain serves Fox Ridge Court 

connecting into the Fox Ridge Road watermain. The water system is owned and operated by St. 

Paul Regional Water Services. 


north to south along Fox Ridge Road starting upstream at a manhole at Fox Ridge Court and 

ending downstream at a manhole at Livingston Ave S. An existing 8-inch diameter VCP sanitary 

sewer main serves Fox Ridge Court connecting into the Fox Ridge Road sewer main. The 

existing condition of the sanitary sewer system was documented by videotaping of the sewer 

main and televising revealed the existing condition is good. 

There is an existing storm sewer system within Fox Ridge Road and Court consisting of 

catchbasin structures at only the roadway low point. The roadway low point is located 300 feet 

west of Livingston Avenue S. Fox Ridge Road is split into two different drainage basins. The 

north and central portion surface drain to the south towards the roadway low point. The south 

portion surface drains to the east towards Livingston Avenue S. Fox Ridge Court surface drains 

to the east towards Fox Ridge Road. From the low point the collected storm water flows within 

storm sewer southwest to final discharge in low area north of Humboldt Ave cul-de-sac. 







improvements for Fox Ridge Road and Court is a complete reconstruction of the existing road 

section. The new roadway width is proposed to match the existing width of 36-feet curb face 

to curb face. The new roadway horizontal alignment and vertical profile is expected to remain 

similar to the existing roadway. The street will be reconstructed to a minimum 7-ton design 

requirement. Based on geotechnical recommendations the proposed road section will include 

4.0-inches of bituminous pavement (2 layers of 2-inches each) over 8.0-inches of aggregate 

base over 12.0-inches of select granular, for a total thickness of 24.0-inches. Subsurface drain 

tile would be installed at the bottom of the street section under the curb line to help ensure the 

new roadway section will remain free draining, helping to reduce stress on pavement from 

freeze thaw action. The existing concrete curb and gutter and existing driveway aprons will be 



See Figure 3 in Appendix A for the proposed typical section for Fox Ridge Road and Fox Ridge 

Court. 




Based on the televising results of the existing sanitary sewer main no improvements are 

recommended to the sewer pipe as part of the proposed project. All existing sanitary sewer 

manholes will have the casting/cover replaced. 


St. Paul Regional Water Services completed a review of the existing water system in Fox Ridge 

Road and Court and determined no improvements are necessary as part of the proposed 

project. 


Existing catchbasins located at low point in Fox Ridge Road are recommended to be removed 

and replaced with new catchbasins meeting current City standards. The existing manholes and 

storm sewer pipe network will be analyzed based on hydraulic performance and structural 

condition during final design. After analysis, any existing manhole or storm sewer pipe 

determined under sized or a risk for failure is recommended to be removed and replaced with 

new as part of the proposed project 


improvements for Fox Ridge Road and Court. 





2.5 STANLEY STREET 


Stanley Street, from Sperl Street to Felix Street, is a local residential road in West Saint Paul. 

The road runs east/west in the northeast portion of the City and serves the residential single 

family homes on and around it. 

Stanley Street exists as a 36-foot wide bituminous roadway delineated by concrete curb and 


sidewalks or trails in place along Stanley Street and trees are found within the boulevard on 

both sides of the street. City records show sanitary sewer and watermain improvements were 

completed in 1964 and roadway improvements were completed in 1973 for Stanley Street. 


exhibits wear and distress due to traffic loadings 

as well as typical weathering effects experienced 

with aged asphalt pavement. The existing 

pavement contains large major transverse 

cracking, longitudinal cracking, and block-type 

cracking. Additionally, there is visible edge 

raveling of the bituminous pavement along the 

gutter line on both sides of the street. A soil 

boring was completed along Stanley Street by 

Braun Intertec to determine the existing roadway 

section as part of the 2012 Street Improvements Project. The existing bituminous pavement 

thickness is 5.0-inches and aggregate base thickness is 4.0-inches. Existing subgrade soils found 

beneath the aggregate base consisted of poorly graded sand with silt and clayey sand. 












A pavement condition survey for Stanley Street was completed in 2011 and from the survey a 

PCI was generated: 

Existing PCI for Stanley Street 


Sperl St Felix St 64 





There is an existing 6-inch diameter cast iron watermain which runs the entire length of Stanley 

Street. The water system in the study area is owned and operated by St. Paul Regional Water 

Services. 


east to west along Stanley Street starting upstream at a manhole near Felix Street and ending 

downstream at a manhole at Sperl Street. The existing condition of the sanitary sewer system 

was documented by videotaping of the sewer main and televising revealed the presence of 

poor pipe joints, cracks, and root growth in the sewer pipe. These conditions can lead to a 

significant decrease in capacity and cause sewage backups if left untreated. 

There is no existing storm sewer system within Stanley Street. Stanley Street surface drains 

within the study area from east to west starting at high point at Felix Street draining towards 

Sperl Street then south down Sperl Street until collection within storm sewer system located at 

Butler intersection. There are signs of poor drainage of the pavement surface at the 

intersection of Stanley and Sperl Street. 


Based on the roadway age, surface deterioration, and sub-soils, the proposed improvements 

for Stanley Street is a complete reconstruction of the existing road section. Even though the 

PCI is within the typical range for a mill and overlay, the existing condition as observed in the 

field is a better fit for a full reconstruction. The new roadway width is proposed to match the 

existing width of 36-feet curb face to curb face. The new roadway horizontal alignment and 

vertical profile is expected to remain similar to the existing roadway. The street will be 

reconstructed to a minimum 7-ton design requirement. Based on geotechnical 

recommendations the proposed road section will include 4.0-inches of bituminous pavement (2 

layers of 2-inches each) over 8.0-inches of aggregate base over 12.0-inches of select granular, 

for a total thickness of 24.0-inches. Subsurface drain tile would be installed at the bottom of 

the street section under the curb line to help ensure the new roadway section will remain free 

draining, helping to reduce stress on pavement from freeze thaw action. The existing concrete 

curb and gutter and existing driveway aprons will be removed and replaced with new concrete. 

All disturbed boulevard areas will be restored with 5.0-inches of topsoil and new sod. 

See Figure 3 in Appendix A for the proposed typical section for Stanley Street. 



for the existing sanitary sewer along Stanley Street will be full length lining of the existing main 

with a cured-in-place pipe (CIPP). All existing sanitary sewer manholes will have the 



St. Paul Regional Water Services completed a review of the existing water system in Stanley 

Street and determined no improvements are necessary as part of the proposed project. 






The existing poor drainage condition at the intersection of Stanley and Sperl Street will be 

further investigated during final design and the construction of a concrete valley gutter may be 

needed to alleviate the ponding water. 


improvements for Stanley Street. 





3.0 STREET REHABILITATION (EDGE MILL & FULL-WIDTH OVERLAY) 

3.1 SPERL STREET 


Sperl Street, from Butler Avenue (County Road 4) to Bernard Street, is a local residential road in 

West Saint Paul. The road runs north/south in the northeast portion of the City and serves the 

residential single family homes on and around it. 

Sperl Street exists as a 34-foot wide bituminous roadway delineated by concrete curb and 

gutter on both sides. Pavement width is measured curb face to curb face. There is an existing 

sidewalk located along the east side of Sperl Street from Arion Street north to Bernard Street. 

Mature trees are found within the boulevard on both sides of the street. There are four 

existing street lights within the street corridor of Sperl Street: at the intersection of Bernard 

Street, at the intersection of Arion Street, at the intersection of Stanley Street, and at the 

intersection of Butler Avenue. City records show roadway improvements were completed in 

1988. 


exhibits wear and distress due to traffic loadings 

as well as typical weathering effects experienced 

with aged asphalt pavement. The existing 

pavement contains large transverse cracking, 

longitudinal cracking, block-type cracking, and 

potholes. Additionally, there is visible edge 

raveling of the bituminous pavement along the 

gutter line on both sides of the street. Soil 

borings were completed along Sperl Street by 

Braun Intertec to determine the existing roadway 

section as part of the 2012 Street Improvements Project. The existing bituminous pavement 

thickness ranges from 4.0 to 5.5 inches and aggregate base thickness ranges from 6.0 to 7.0 

inches. Existing subgrade soils found beneath the aggregate base consisted of clayey sand, silty 

clay, lean clay, clayey silt, and silty sand. 
















A pavement condition survey for Sperl Street was completed in 2011 and from the survey a PCI 

was generated: 

Existing PCI for Sperl Street 


Butler Ave Stanley St 52 

Stanley St Arion St E 55 

Arion St E Bernard St 62 

There is an existing 6-inch diameter cast iron watermain which runs the entire length of Sperl 


Services. 

There are two existing sanitary sewer mains within Sperl Street. The first is an existing 8-inch 

diameter vitrified clay pipe (VCP) sanitary sewer main which runs north to south along Sperl 

Street starting upstream at a manhole at alley located north of Stanley Street and ending 

downstream at a manhole at Butler Avenue. The second is an existing 8-inch diameter VCP 

sanitary sewer main which runs south to north along Sperl Street starting upstream at a 

manhole at Arion Street and ending downstream at a manhole at Bernard Street. The existing 

condition of the sanitary sewer system was documented by videotaping of the sewer main and 

televising revealed the presence of poor pipe joints, cracks, and root growth in the sewer pipe. 

These conditions can lead to a significant decrease in capacity and cause sewage backups if left 

untreated. 

There is an existing storm sewer system within Sperl Street consisting of catchbasin structures 

at the intersection of Bernard Street and the intersection of Butler Avenue. Sperl Street is split 

into two different drainage basins. The north portion surface drains from high point at Arion 

Street to the north towards Bernard Street. From Bernard Street the collected storm water 

flows within storm sewer west to Oakdale Avenue then north into the City of Saint Paul. The 

south portion surface drains from high point at Arion Street to the south towards Butler 

Avenue. From Butler Avenue the collected storm water flows within storm sewer to the south 

to final discharge into Thompson Lake. 



improvements for Sperl Street is a 2.0-inch edge mill and 2.0-inch full width overlay across the 

entire road section. The edge mill will remove 2.0-inches of the existing bituminous pavement 

for a 6 foot wide section (measured from the gutter line) on each side of the roadway for the 

entire roadway length. After the edge milling operation any cracks still encountered within the 

milled areas and un-milled roadway center will be routed and filled with asphalt crack sealer. 

Any large transverse cracks and other soft spots will be removed, excavated to 24.0-inch depth, 

and replaced with a roadway section per the minimum 7-ton design requirement; consisting of 

12.0-inches of select granular layer, 8.0-inches of aggregate base layer, and 2.0-inches of 

bituminous base patch layer. Additionally, any cracked/damaged/heaved existing concrete 





curb and gutter and driveway aprons will be removed and replaced with new concrete. 

Following the completion of all bituminous base patching and concrete work, a final 2.0-inch 

full width bituminous pavement overlay for the entire length of Sperl Street will be completed. 

The increased bituminous section at the center of the roadway will increase the “crown” of the 

street and improve the cross-slope drainage. 

See Figure 3 in Appendix A for the proposed typical section for Sperl Street. 

Proposed Street Lighting Improvements 

An additional street light is recommended on the east side of Sperl Street at the mid-block 

point between Arion and Bernard Street. There is approximately a 650-foot gap between 

existing street lights in this location. Typical street lighting spacing is every 300- to 350-feet. 



for the existing sanitary sewer along Sperl Street will be full length lining of the existing main 

with a cured-in-place pipe (CIPP). A limited number of existing sanitary sewer manholes will be 

removed and replaced and all remaining existing sanitary sewer manholes will have the 



St. Paul Regional Water Services completed a review of the existing water system in Sperl Street 

and determined no improvements are necessary as part of the proposed project. 


Existing catchbasins and storm sewer manholes within Sperl Street will be evaluated for 

potential improvement needs during project final design. After review if recommendation is 

removal and replacement of any existing catchbasin or manhole structure all new structures 

will meet current City standards. The existing poor drainage condition at the intersection of 

Stanley and Sperl Street will also be investigated and construction of a concrete valley gutter 

may be needed to alleviate the ponding water. 


improvements for Sperl Street. 





3.2 ARION STREET 


Arion Street, from Sperl Street to Felix Street, is a local residential road in West Saint Paul. The 

road runs east/west in the northeast portion of the City and serves the residential single family 

homes on and around it. 

Arion Street exists as a 32-foot bituminous roadway delineated by concrete curb and gutter on 

both sides. Pavement width is measured curb face to curb face. There are no sidewalks or 

trails in place along Arion Street and trees are found within the boulevard on both sides of the 

street. City records show sanitary sewer and watermain were originally installed in 1948. They 

also show that watermain and roadway improvements were completed in 1989. 


area exhibits wear and distress due to 

traffic loadings as well as typical 

weathering effects experienced with aged 

asphalt pavement. The existing pavement 

contains transverse cracking, some 

longitudinal cracking, and block-type 

cracking. A soil boring was completed 

along Arion Street to determine the 

existing roadway section by Braun Intertec 

as part of the 2012 Street Improvements 

Project. The existing bituminous pavement thickness is 4.0-inches and aggregate base thickness 

is 4.0-inches. Existing subgrade soils found beneath the aggregate base consisted of poorly 

graded sand, silt, and silty sand. 












A pavement condition survey for Arion Street was completed in 2011 and from the survey a PCI 

was generated: 

Existing PCI for Arion Street 


Sperl St Felix St 61 





There is an existing 6-inch diameter cast iron watermain which runs the entire length of Arion 


Services. 


east to west along Arion Street starting upstream at a manhole near Felix Street and ending 

downstream at a manhole at Sperl Street. The existing condition of the sanitary sewer system 

was documented by videotaping of the sewer main and televising revealed the presence of 

poor pipe joints, cracks, and root growth in the sewer pipe. These conditions can lead to a 

significant decrease in capacity and cause sewage backups if left untreated. 

There is no existing storm sewer system within Arion Street. Arion Street surface drains within 

the study area from east to west starting at high point at Felix Street draining towards Sperl 

Street then south down Sperl Street until collection within storm sewer system located at 

Butler intersection. 



improvements for Arion Street is a 2.0-inch edge mill and 2.0-inch full width overlay across the 

entire road section. The edge mill will remove 2.0-inches of the existing bituminous pavement 

for a 6 foot wide section (measured from the gutter line) on each side of the roadway for the 

entire roadway length. After the edge milling operation any cracks still encountered within the 

milled areas and un-milled roadway center will be routed and filled with asphalt crack sealer. 

Any large transverse cracks and other soft spots will be removed, excavated to 24.0-inch depth, 

and replaced with a roadway section per the minimum 7-ton design requirement; consisting of 

12.0-inches of select granular layer, 8.0-inches of aggregate base layer, and 2.0-inches of 

bituminous base patch layer. Additionally, any cracked/damaged/heaved existing concrete 

curb and gutter and driveway aprons will be removed and replaced with new concrete. 

Following the completion of all bituminous base patching and concrete work, a final 2.0-inch 

full width bituminous pavement overlay for the entire length of Arion Street will be completed. 

The increased bituminous section at the center of the roadway will increase the “crown” of the 

street and improve the cross-slope drainage. 

See Figure 3 in Appendix A for the proposed typical section for Arion Street. 



for the existing sanitary sewer along Arion Street will be full length lining of the existing main 

with a cured-in-place pipe (CIPP). All existing sanitary sewer manholes will have the 



St. Paul Regional Water Services completed a review of the existing water system in Arion 

Street and determined no improvements are necessary as part of the proposed project. 








improvements for Arion Street. 





4.0 INTERSECTION REALIGNMENT 

4.1 EMERSON AVENUE & IMPERIAL DRIVE 


Emerson Avenue is a collector street in West Saint Paul. The road runs east/west in the center 

of the City, connecting to Delaware Avenue (County Road 63) on its west end and Robert Street 

(Trunk Highway 952) on its east end. The east end of Emerson Avenue serves a mix of multiple 

family residential homes and commercial properties, including the West Saint Paul ice arena. 

The west end serves single family residential homes solely. Emerson Avenue exists as a 40-foot 

bituminous roadway delineated by concrete curb and gutter on both sides. Pavement width is 

measured curb face to curb face. There are no sidewalks or trails in place along Emerson 

Avenue and mature trees are found along the roadway on both sides of the street. City records 

show the area of Emerson Avenue from Aspen Court to the south side of the Imperial Drive 

intersection had storm sewer improvements and 2.0-inch edge mill & full width overlay 

completed in 2008. They also show that Emerson Avenue from the west side of the Imperial 

Drive intersection to the west side of the Robert Street intersection had full sanitary sewer 

main and roadway reconstruction completed in 2008. 

Imperial Drive is a local residential road in West Saint Paul. The road runs east/west in the 

center of the City, connecting to Emerson Avenue on it east end. The east end of Imperial Drive 

serves a mix of single and multi-family residential homes. Imperial Drive exists as a 40-foot 

bituminous roadway delineated by concrete curb and gutter on both sides. Pavement width is 

measured curb face to curb face. There are no sidewalks or trails in place along Imperial Drive 

and mature trees are found along the roadway on both sides of the street. 

The existing intersection of Emerson Avenue and Imperial Drive is a long skewed ‘Y’ shaped 

intersection. In the short distance between Imperial Drive and Robert Street there are three 

commercial driveways that connect directly to Emerson. The first driveway is located within 

the Emerson and Imperial intersection connecting to Emerson on the north side of the roadway 

and serves an apartment building. The second driveway is the middle driveway connecting to 

Emerson on the north side of the roadway and serves an office building parking lot. The third 

and final driveway is located directly adjacent to Robert Street connecting to Emerson on the 

south side of the roadway and serves Perkins Restaurant. 

The existing intersection alignment and skewed configuration makes traveling through the 

intersection a safety issue as motorist movements through the intersection are not clearly 

defined. There is also poor sight distance from the existing stop sign at Imperial Drive looking 

south on Emerson Avenue for oncoming eastbound traffic. The location of a private apartment 

building driveway within a City street intersection involving a collector street also poses a 

significant safety concern and hazard. 





Additionally, Robert Street (Trunk Highway 952) is scheduled to undergo roadway 

improvements in 2014 which will include the construction of a centerline concrete median 

dividing north and south bound traffic. As part of the Robert Street improvement project, the 

existing driveway for Perkins at the southwest corner of the Emerson Avenue and Robert Street 

(Trunk Highway 952) intersection will be removed due to its close proximity to a trunk highway 

intersection. The removal of the driveway to Emerson Avenue at the Robert Street (Trunk 

Highway 952) intersection paired with construction of the concrete median will limit Perkins 

Restaurant customers to only a right in/right out driveway from southbound Robert Street. 

Proposed Street Realignment 

The above outlined existing intersection safety concerns and long term impact from proposed 

construction work on Robert Street has created the need for the realignment of the Emerson 

Avenue and Imperial Drive intersection. As part of the intersection realignment, a new 

driveway access for Perkins off of Emerson Avenue would be recommended to reestablish a 

safe restaurant access from all directions within the City. Additionally, the apartment building 

driveway located within the existing Emerson Avenue and Imperial Drive intersection on the 

north side would be realigned as part of the proposed intersection realignment to connect into 

Imperial Drive outside of the main intersection with Emerson. Connecting into Imperial Drive is 

desirable from a safety standpoint since it is the less traveled local street. 

The final layout showing the intersection realignment including the new driveway locations 

mentioned above will be determined during final design. The new roadway width is proposed 

to match the existing width of 40-feet measured curb face to curb face. The new roadway 

horizontal alignment will be revised and vertical profile is expected to remain similar to the 

existing roadway. The street will be reconstructed to a minimum 9-ton design requirement. 

Based on geotechnical recommendations the proposed road section will include 4.0-inches of 

bituminous pavement (2 layers of 2-inches each) over 8.0-inches of aggregate base over 12.0- 

inches of select granular, for a total thickness of 24.0-inches. Subsurface drain tile would be 

installed at the bottom of the street section under the curb line to help ensure the new 

roadway section will remain free draining, helping to reduce stress on pavement from freeze 

thaw action. The existing concrete curb and gutter and existing driveway aprons will be 



See Figure 10 in Appendix A for a layout illustrating the existing intersection condition. 

During final design City staff will be reviewing and completing title work for the property at the 

SW corner of the intersection because additional City right-of-way is expected to be necessary 

for the completion of the intersection realignment. 





5.0 POND EXCAVATION 

5.1 DUCK POND 

Duck Pond is a 46,093 square-foot (1.06 acres) existing wetland located in the south portion of 

the City. It is land locked by Duck Pond Drive to the west, Winslow Court to the south, Stryker 

Avenue to the east, and Marie Avenue to the north. Drainage into the pond consists of 

overland surface runoff from existing residential properties located on the west, south, and 

east sides. There is an existing pond inlet pipe consisting of a 21-inch reinforced concrete pipe 

(RCP) storm sewer pipe that flows from the west from Marie Avenue and discharges into the 

pond on the north side. There is also an existing pond outlet pipe consisting of a 15-inch RCP 

storm sewer pipe located on the east side that flows into the existing storm sewer system in 

Stryker Avenue. 

During final design, the existing storm water drainage basin of Duck Pond will be analyzed with 

particular emphasis on the required dead storage volume. Dead storage volume is designed to 

primarily treat storm water runoff by allowing sediment settling, biological, and chemical 

activity. The calculated required volume based on Nationwide Urban Runoff Program (NURP) 

standards will then be compared to the actual volume of Duck Pond (determined by a survey of 

the existing pond). Surveyed pond features include perimeter water edge, water depth, 

elevation of bottom, and pipe invert elevations. 

The comparison of the required dead storage volume and actual dead storage volume will 

conclude whether proposed improvements are necessary. If existing dead storage volume is 

determined adequate, then no proposed improvements to Duck Pond are necessary as part of 

this project. However, if additional storage volume is determined necessary, then proposed 

improvements to Duck Pond are recommended to be investigated as part of this project. The 

investigation would include viable options for sediment removal within existing Duck Pond, 

with muck excavation of the pond bottom one of the options. Soil borings were completed 

within the pond and based on analytical results from soil sampling and testing, excavated 

sediment from within Duck Pond is suitable for unrestricted re-use. Duck Pond is registered 

within the National Wetlands Inventory (NWI) database. As a registered wetland, any 

disturbance of the wetland including muck excavation may require approval from the governing 

agency and approval is not guaranteed based on increasing strictness of wetland preservation 

guidelines. 


5.0 POND EXCAVATION 



6.0 ESTIMATED COSTS / FINANCING 

The estimated project cost to complete the improvements proposed herein are presented 

below. These costs include estimated construction costs, a 10% contingency and 16% overhead 

costs: financial (2%), legal (2%), administrative (2%), and engineering (10%). This estimate does 

not include easement acquisition costs. 

6.1 STREET RECONSTRUCTION COST ESTIMATE 

DUCK POND DR, WINSLOW CT, STRYKER AVE, & STANLEY ST 

Table 1 – Estimated Cost Summary 

(See Appendix B for Detailed Cost Estimate) 

LOCATION CONSTRUCTION 

COST 

CONTINGENCY 

COST (10%) 

OVERHEAD COST 

(16%) 

TOTAL ESTIMATED 

COST 

Duck Pond Drive $442,722.00 $44,272.20 $77,919.07 $564,913.27 

Winslow Court $80,391.80 $8,039.18 $14,148.96 $102,579.94 

Stryker Avenue $502,812.00 $50,281.20 $88,494.91 $641,588.11 

Stanley Street $83,263.50 $8,326.35 $14,654.38 $106,244.23 

TOTAL $1,109,189.30 $110,918.93 $195,217.32 $1,415,325.55 

ITEM 

TOTAL 

ESTIMATED 

COST 

Table 2 – Funding Summary 

ASSESSMENTS CITY SHARE ST. PAUL 

REGIONAL 

WATER 

Sanitary Sewer $132,719.88 $0 $132,719.88 $0 

Watermain $127,833.95 $0 $0 $127,833.95 

Storm Sewer $231,084.63 $0 $231,084.63 $0 

Street $923,687.09 $230,921.77 $692,765.32 $0 

TOTAL $1,415,325.55 $230,921.77 $1,056,569.83 $127,833.95 

A portion of the costs associated with the street improvements will be assessed per the City’s 

Public Facilities & Special Assessment Policy as found in Appendix D. All properties that are 

adjacent to Duck Pond Drive, Stryker Avenue, and Stanley Street along with the adjacent cul-desac 

of Winslow Court are proposed to be assessed at the calculated street assessment rate of 

$40.38 per foot. The street assessments are proposed to be assessed over a 10-year period at 

approximately 5.0% interest. 





Assessments are proposed for the benefited properties as shown on the assessment maps and 

preliminary assessment roll found in Appendix C. The proposed assessments herein are 

consistent with past practice and current Public Facilities & Special Assessment Policy. The 

proposed project assessments and funding summary are based on preliminary estimated 

project costs and may be revised at the time of final assessment hearing. 

6.2 STREET REHABILITATION COST ESTIMATE 

SPERL STREET & ARION STREET 



LOCATION CONSTRUCTION 

COST 

CONTINGENCY 

COST (10%) 

OVERHEAD COST 

(16%) 

TOTAL ESTIMATED 

COST 

Sperl Street $175,715.75 $17,571.58 $30,925.97 $224,213.30 

Arion Street $36,141.50 $3,614.15 $6,360.90 $46,116.55 

TOTAL $211,857.25 $21,185.73 $37,286.87 $270,329.85 

ITEM 

TOTAL 

ESTIMATED 

COST 



REGIONAL 

WATER 


Watermain $2,552.01 $0 $0 $2,552.01 


Street $174,101.58 $43,525.40 $130,576.18 $0 

TOTAL $270,329.85 $43,525.40 $224,252.44 $2,552.01 

A portion of the costs associated with the street improvements will be assessed per the City’s 

Public Facilities & Special Assessment Policy as found in Appendix D. All properties that are 

adjacent to Sperl Street and Arion Street are proposed to be assessed at the calculated 

rehabilitation assessment rate of $17.28 per foot. The street assessments are proposed to be 

assessed over a 10-year period at approximately 5.0% interest. 

Assessments are proposed for the benefited properties as shown on the assessment maps and 

preliminary assessment roll found in Appendix C. The proposed assessments herein are 

consistent with past practice and current Public Facilities & Special Assessment Policy. The 

proposed project assessments and funding summary are based on preliminary estimated 

project costs and may be revised at the time of final assessment hearing. 





6.3 INTERSECTION REALIGNMENT COST ESTIMATE 

EMERSON AVENUE & IMPERIAL DRIVE 



LOCATION CONSTRUCTION CONTINGENCY OVERHEAD COST TOTAL ESTIMATED 

COST COST (10%) (16%) 

COST 

Emerson Avenue $165,468.00 $16,546.80 $29,122.37 $211,137.17 

ITEM 

TOTAL 

ESTIMATED 

COST 



REGIONAL 

WATER 

Sanitary Sewer $969.76 $0 $969.76 $0 

Watermain $1,977.80 $0 $0 $1,977.80 


Street $203,997.95 $0 $203,997.95 $0 

TOTAL $211,137.17 $0.00 $209,159.37 $1,977.80 

6.4 DUCK POND EXCAVATION COST ESTIMATE 

DUCK POND 



LOCATION CONSTRUCTION CONTINGENCY OVERHEAD COST TOTAL ESTIMATED 

COST COST (10%) (16%) 

COST 

Duck Pond $69,500 $6,950.0 $12,232.0 $88,682.00 

ITEM 

TOTAL 

ESTIMATED 

COST 



REGIONAL 

WATER 

Street $3,828.00 $0 $3,828.00 $0 

Muck Excavation $84,854.00 $0 $84,854.00 $0 

TOTAL $88,682.00 $0.00 $88,682.00 $0.00 





6.5 TOTAL PROJECT COST ESTIMATE 

ITEM 

Table 9 – Funding Summary for TOTAL PROJECT 

TOTAL 

ESTIMATED 

COST 


REGIONAL 

WATER 


Watermain $132,363.76 $0 $0 $132,363.76 


Street $1,305,614.62 $274,447.17 $1,031,167.45 $0 

Muck Excavation $84,854.00 $0 $84,854.00 $0 

TOTAL $1,985,474.57 $274,447.17 $1,578,663.64 $132,363.76 





7.0 PROJECT SCHEDULE 

The proposed project schedule is shown below: 

Receive Feasibility (Preliminary Engineering) Report*………………. January 28, 2013 

Call for Public Improvement Hearing*………………….…………………… January 28, 2013 

Hold Neighborhood Meeting………………………………………………….. February 12, 2013 

Conduct Public Improvement Hearing*…………………………….……. February 25, 2013 

Order Improvement Project and Preparation 

of Final Plans & Specifications*.…………….….……………..…...…..….. February 25, 2013 

Approve Final Plans &Specifications*…………………………………..…….. March 25, 2013 

Authorize Advertisement for Bids*.……………………………………………. March 25, 2013 

Order Preparation of Proposed Special Assessment*...………..…….. March 25, 2013 

Open Bids…………………………………………………………………….………………… April 18, 2013 

Call for Special Assessment Hearing*.…….…………………….……………….. April 22, 2013 

Conduct Special Assessment Hearing*…………………..………………………. May 13, 2013 

Accept Bids and Award Contract*.................……………………….………… May 13, 2013 

Construction Start………………………………………………………………………..… May 28, 2013 

* City Council Meeting 


7.0 PROJECT SCHEDULE 



8.0 EASEMENTS AND PERMITS 

It is expected that all of the proposed improvements will be limited to the existing street rightof-way 

and easements, except for the proposed Emerson Avenue and Imperial Drive 

intersection realignment where additional City right-of-way will be required. 

Permits and approvals may be required from the following: 

• Minnesota Pollution Control Agency (MPCA) – General Storm Water Permit for 

Construction Activities under the National Pollutant Discharge Elimination System 

(NPDES) program. 

• Minnesota Department of Health – Division of Environmental Health permit for water 

main construction activities. 

• Mn/DOT – work within right-of-way permit at Robert Street (Trunk Highway 952) as part 

of proposed intersection realignment. 

• Minnesota Local/State/Federal Application Forms for Water/Wetland Project – permit 

for construction activities within wetlands. 

• Dakota County – work within right-of-way permit at Butler Avenue (County Road 4) as 

part of Sperl Street improvements. 


8.0 EASEMENTS AND PERMITS 



9.0 CONCLUSION 

From an engineering standpoint, this project, as proposed, is feasible, cost effective, and 

necessary. It can best be accomplished by letting competitive bids for the work under one 

contract in order to complete the work in an orderly and efficient manner. The City, its 

financial consultant, and the persons assessed will have to determine the economic feasibility 

of the proposed improvements. 


9.0 CONCLUSION 



APPENDIX A 

APPENDIX A – FIGURES 


2013 Street Improvements Project, City of West St. Paul, MN

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2013 STREET 

IMPROVEMENTS 

PROJECT 

CITY PROJECT 

NO. 13-1 

Ramsey County 

Dakota County 

Ramsey County 

Dakota County 

Lilydale 

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Dakota County 

Ramsey County 

Legend 

Map Document: \\Arcserver1\gis\WSTP\T18105901\ESRI\Maps\105901-Large Scale Location Map 11x17.mxd 

Date Saved: 1/18/2013 10:27:10 AM 

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Heights 

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Inver 

Grove 

Heights 

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South 

Saint 

Paul 

GnWX 

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Project Area 

I 0 2,000 

Feet 

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Location Map 

January, 2013 

Realignment 

Reconstruction 

Mill & Overlay 

Duck Pond Project Area 

Grid 

Protected Waters - Basins 

Protected Waters - Watercourses 

City Limits 

Figure 1 

County Boundary 

Source: Dakota County, MnDNR, MnDOT

RECONSTRUCTION 

GARLOUGH 

PARK 

MARIE AVE W 

MARIE AVE E 

CRESTWAY LN 

OAKVIEW RD 

OAKVIEW RD 

BIDWELL ST 

WINSLOW 

CT 

DUCK 

POND 

DUCK POND DR 

CRUSADER AVE W 

STRYKER AVE 

SHIE LDS L N 

HUMBOLDT AVE 

FOX RIDGE CT 

F 

FOX RIDGE RD 

O X RIDGE DR 

LIVINGSTON AVE 

CRUSADER AVE E 

MURIEL BLVD 

ROBERT ST S 

?§A@ 

CAROL LN 

Legend 

Project Area 

Realignment 

Reconstruction 

Mill & Overlay 

2013 STREET 

IMPROVEMENTS 

PROJECT 

CITY PROJECT 

NO. 13-1 

Duck Pond Project Area 

E E 

Map Document: \\Arcserver1\gis\WSTP\T18105901\ESRI\Maps\105901-Project Location Map 11x17.mxd 

Date Saved: 1/18/2013 10:27:57 AM 

ST E 

MILL & OVERLAY 

CARRIE ST 

LILY 

LAKE 

BUTLER AVE E 

SPERL ST 

BERNARD ST E 

THOMPSON 

COUNTY PARK 

FELIX ST 

STANLEY ST E 

CHRISTENSEN AVE 

ARION ST E 

ROELLER AVE 

WATERLOO AVE 

VALLEY VIEW CT 

REALIGNMENT 

RIDGE 

WAY DR 

EM ERSON AVE E 

AMELIA AVE 

IMPERIAL DR E 



ROBERT ST S 

LOGAN AVE E 

KRUSE ST 

EMERSON AVE E 

MACARTHUR AVE 

Source: Dakota County, MnDNR, ESRI, Bing Maps 

I 0 300 Feet 

Project Location 

Map 

Figure 2 

January, 2013 

Parks 

Parcels 

Protected Waters - Basins 

Protected Waters - Watercourses

What’s under my street? 

DD 

City of West Saint Paul 

Z 

Street 

A 

B 

C 

D 

E 

Concrete Curb & Gutter 

Bituminous Pavement (Asphalt) 

Gravel Base 

Granular Material (Optional) 

Geotextile Fabric 

Z 

Z 

BB 

CC 

Property Line (R.O.W.) 

M 

AA 

I 

B 

I 

Property Line (R.O.W.) 

T 

C 

D U 

A 

E 

X 

Y 

V 

W 

N 

L 

R 

J 

K 

S 

N 

To Residence 

Q 

P 

H 

O 

From Residence 

Sanitary 

Storm Sewer Sewer 

F 

G 

H 

I 

J 

K 

L 

M 

N 

G 

Sanitary Sewer Main Pipe (10 ft. Depth) 

Sanitary Sewer Service 

Sanitary Sewer Manhole 

Ring & Casting 

Storm Sewer Manhole 

Reinforced Concrete Storm Sewer Pipe (4-10 ft. Depth) 

Storm Sewer Catch Basin 

Storm Sewer Casting and Grate 

Perforated Subdrain 

F 

Water 

Boulevard 

Other 

O 

P 

Q 

R 

S 

T 

U 

V 

W 

X 

Y 

Z 

AA 

BB 

CC 

DD 

Water Main Pipe (7 ft. Depth) 

Water Service Pipe 

Water Service Shut-Off Valve 

Curb Stop & Valve Box 

Gate Valve & Box 

Hydrant 

Boulevard 

Sod 

Topsoil 

Sidewalk (Width depends on site condtionst) 

Gravel Base 

Boulevard Trees (City - ornamental under suspended utilities) 

Natural Gas Pipe (Private) 

Natural Gas Service (Private) 

Private Utilities: Cable TV, Telephone, Electrical (2-5 ft. Depth) 

Private Utilities (Suspended)


APPENDIX B 

APPENDIX B – PRELIMINARY COST ESTIMATES 



CITY OF WEST ST.PAUL 

2013 STREET IMPROVEMENTS - PRELIMINARY ENGINEER'S ESTIMATE 

BMI PROJECT NO. T18.105901 

ITEM 

ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 

WINSLOW COURT 

ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 

STRYKER AVENUE 

ESTIMATE OF 

PROJECT 

FOX RIDGE ROAD FOX RIDGE COURT IMPERIAL DR./EMERSON AVE. SPERL STREET ARION STREET EAST 

ESTIMATE OF ESTIMATE OF ESTIMATE OF ESTIMATE OF ESTIMATE OF ESTIMATE OF ESTIMATE OF ESTIMATE OF 

PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT 

DUCK POND EXCAVATION 

ESTIMATE OF ESTIMATE OF 

PROJECT PROJECT 

NUMBER DESCRIPTION UNITS QUANTITIES COST COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST QUANTITIES COST 

1 2021.501 MOBILIZATION LS 1.0 $100,000.00 $100,000.00 0.24 $24,000.00 0.18 $18,000.00 0.03 $3,000.00 0.20 $20,000.00 0.10 $10,000.00 0.05 $5,000.00 0.06 $6,000.00 0.07 $7,000.00 0.01 $1,000.00 0.03 $3,000.00 0.03 $3,000.00 

2 2101.502 CLEARING TREE 5 $210.00 $1,050.00 $0.00 $0.00 1 $210.00 $0.00 $0.00 $0.00 4 $840.00 $0.00 $0.00 $0.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $500.00 $0.00 $0.00 1 $100.00 $0.00 $0.00 $0.00 4 $400.00 $0.00 $0.00 $0.00 $0.00 

4 2101.610 TREE TRIMMING HOUR 14 $75.00 $1,050.00 2 $150.00 2 $150.00 1 $75.00 3 $225.00 3 $225.00 2 $150.00 1 $75.00 $0.00 $0.00 $0.00 $0.00 

5 2104.501 REMOVE SEWER PIPE (STORM) LF 1824 $7.00 $12,768.00 508 $3,556.00 547 $3,829.00 36 $252.00 670 $4,690.00 63 $441.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

6 2104.501 REMOVE SEWER PIPE (SANITARY) LF 120 $10.00 $1,200.00 100 $1,000.00 20 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

7 2104.501 REMOVE CURB AND GUTTER LF 13846 $1.75 $24,230.50 2900 $5,075.00 3000 $5,250.00 510 $892.50 2580 $4,515.00 1946 $3,405.50 885 $1,548.75 890 $1,557.50 385 $673.75 120 $210.00 630 $1,102.50 $0.00 

8 2104.503 REMOVE CONCRETE PAVEMENT (VALLEY GUTTER) SY 57 $10.00 $570.00 $0.00 $0.00 $0.00 $0.00 57 $570.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 2270 $9.00 $20,430.00 143 $1,287.00 640 $5,760.00 150 $1,350.00 470 $4,230.00 375 $3,375.00 185 $1,665.00 20 $180.00 200 $1,800.00 45 $405.00 42 $378.00 $0.00 

10 2104.507 REMOVE CONCRETE STEPS SY 15 $4.00 $60.00 $0.00 $0.00 $0.00 $0.00 $0.00 4 $16.00 11 $44.00 $0.00 $0.00 $0.00 $0.00 

11 2104.509 REMOVE CATCH BASIN EACH 31 $175.00 $5,425.00 11 $1,925.00 8 $1,400.00 2 $350.00 7 $1,225.00 3 $525.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

12 2104.509 REMOVE MANHOLE (STORM) EACH 7 $420.00 $2,940.00 1 $420.00 2 $840.00 $0.00 4 $1,680.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

13 2104.509 REMOVE MANHOLE (SANITARY) EACH 6 $500.00 $3,000.00 2 $1,000.00 1 $500.00 $0.00 2 $1,000.00 $0.00 $0.00 $0.00 1 $500.00 $0.00 $0.00 $0.00 

14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 1179 $3.50 $4,126.50 40 $140.00 380 $1,330.00 70 $245.00 192 $672.00 $0.00 22 $77.00 45 $157.50 350 $1,225.00 60 $210.00 20 $70.00 $0.00 

15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 2265 $3.00 $6,795.00 380 $1,140.00 280 $840.00 25 $75.00 325 $975.00 500 $1,500.00 165 $495.00 320 $960.00 150 $450.00 $0.00 120 $360.00 $0.00 

16 2105.501 COMMON EXCAVATION (P) CY 20205 $16.00 $323,280.00 4185 $66,960.00 4310 $68,960.00 920 $14,720.00 3780 $60,480.00 2960 $47,360.00 1580 $25,280.00 1520 $24,320.00 $0.00 $0.00 950 $15,200.00 $0.00 

17 2105.505 MUCK EXCAVATION (P) CY 1900 $35.00 $66,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1900 $66,500.00 

18 2105.507 SUBGRADE EXCAVTION (EV) CY 1909 $14.00 $26,726.00 355 $4,970.00 365 $5,110.00 184 $2,576.00 320 $4,480.00 260 $3,640.00 130 $1,820.00 150 $2,100.00 $0.00 $0.00 145 $2,030.00 $0.00 

19 2105.507 SUBGRADE CORRECTION TON 3445 $9.00 $31,006.80 639 $5,751.00 657 $5,913.00 331 $2,980.80 576 $5,184.00 468 $4,212.00 234 $2,106.00 270 $2,430.00 $0.00 $0.00 270 $2,430.00 $0.00 

20 2105.522 SELECT GRANULAR BORROW (CV) (P) CY 9900 $8.00 $79,200.00 2100 $16,800.00 2160 $17,280.00 360 $2,880.00 1900 $15,200.00 1400 $11,200.00 750 $6,000.00 760 $6,080.00 $0.00 $0.00 470 $3,760.00 $0.00 

21 2105.523 COMMON BORROW (CV) (P) CY 1000 $18.00 $18,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1000 $18,000.00 $0.00 $0.00 $0.00 $0.00 

22 2105.604 GEOTEXTILE FABRIC TYPE V SY 29790 $1.50 $44,685.00 6275 $9,412.50 6465 $9,697.50 1380 $2,070.00 5670 $8,505.00 4200 $6,300.00 2210 $3,315.00 2190 $3,285.00 $0.00 $0.00 1400 $2,100.00 $0.00 

23 2118.501 AGGREGATE SURFACING CLASS 2 (TEMP DWY) TON 170 $16.00 $2,720.00 20 $320.00 40 $640.00 10 $160.00 20 $320.00 30 $480.00 20 $320.00 20 $320.00 $0.00 $0.00 10 $160.00 $0.00 

24 2211.501 AGGREGATE BASE CLASS 5 TON 14870 $9.00 $133,830.00 3100 $27,900.00 3180 $28,620.00 680 $6,120.00 2795 $25,155.00 1955 $17,595.00 1150 $10,350.00 1325 $11,925.00 $0.00 $0.00 685 $6,165.00 $0.00 

25 2232.501 MILL BITUMINOUS SURFACE (2.0") SY 5620 $2.00 $11,240.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 4660 $9,320.00 960 $1,920.00 $0.00 $0.00 

26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1700 $2.30 $3,910.00 290 $667.00 275 $632.50 65 $149.50 240 $552.00 200 $460.00 125 $287.50 130 $299.00 260 $598.00 55 $126.50 60 $138.00 $0.00 

27 2360.501 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 3920 $69.00 $270,480.00 640 $44,160.00 660 $45,540.00 145 $10,005.00 580 $40,020.00 425 $29,325.00 230 $15,870.00 285 $19,665.00 690 $47,610.00 125 $8,625.00 140 $9,660.00 $0.00 

28 2360.501 TYPE SP 12.5 NON WEARING COURSE MIX (3,C) TON 3105 $67.00 $208,035.00 640 $42,880.00 660 $44,220.00 145 $9,715.00 580 $38,860.00 425 $28,475.00 230 $15,410.00 285 $19,095.00 $0.00 $0.00 140 $9,380.00 $0.00 

29 FULL DEPTH PATCH (2' SECTION) SY 430 $75.00 $32,250.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 350 $26,250.00 80 $6,000.00 $0.00 $0.00 

30 ROUT & SEAL CRACKS LF 2530 $2.00 $5,060.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 2100 $4,200.00 430 $860.00 $0.00 $0.00 

31 2411.607 CONCRETE STEPS CY 4 $700.00 $3,033.33 $0.00 $0.00 $0.00 $0.00 $0.00 1.3 $933.33 3 $2,100.00 $0.00 $0.00 $0.00 $0.00 

32 2411.618 MODULAR BLOCK RETAINING WALL SF 950 $18.00 $17,100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 950 $17,100.00 $0.00 $0.00 $0.00 $0.00 

33 2504.602 REPAIR SERVICE STOP BOX EACH 8 $500.00 $4,000.00 4 $2,000.00 $0.00 $0.00 4 $2,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

34 2504.602 REPAIR VALVE BOX EACH 5 $750.00 $3,750.00 2 $1,500.00 $0.00 $0.00 2 $1,500.00 $0.00 $0.00 1 $750.00 $0.00 $0.00 $0.00 $0.00 

35 2504.602 ADJUST VALVE BOX EACH 55 $200.00 $11,000.00 8 $1,600.00 4 $800.00 2 $400.00 8 $1,600.00 14 $2,800.00 4 $800.00 4 $800.00 7 $1,400.00 3 $600.00 1 $200.00 $0.00 

36 2504.602 WATER UTILITY HOLE EACH 2 $1,000.00 $2,000.00 1 $1,000.00 $0.00 $0.00 1 $1,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

37 2504.602 EXCAVATION WATERMAIN OFFSET/REPLACEMENT EACH 2 $1,500.00 $3,000.00 1 $1,500.00 $0.00 $0.00 1 $1,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

38 2504.603 WATER MAIN TRENCH (EXCAVATE/BACKFILL) LF 2670 $26.00 $69,420.00 1350 $35,100.00 $0.00 $0.00 1320 $34,320.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

39 2504.602 F&I 2" WATERMAIN INSULATION SY 30 $28.00 $840.00 15 $420.00 $0.00 $0.00 15 $420.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

40 GRANULAR TRENCH BACKFILL (WATERMAIN) CY 5850 $17.00 $99,450.00 3200 $54,400.00 $0.00 $0.00 2650 $45,050.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

41 AGGREGATE PIPE BEDDING (WATERMAIN) CY 800 $25.00 $20,000.00 400 $10,000.00 $0.00 $0.00 400 $10,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

42 8" PVC PIPE SEWER-SDR 35 LF 120 $40.00 $4,800.00 100 $4,000.00 20 $800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

43 8" SANITARY SEWER LINER LF 4598 $46.00 $211,508.00 1622 $74,612.00 677 $31,142.00 $0.00 665 $30,590.00 $0.00 $0.00 $0.00 1124 $51,704.00 270 $12,420.00 240 $11,040.00 $0.00 

44 8" SANITARY SEWER SHORT LINER (0-10') LF 10 $645.00 $6,450.00 $0.00 10 $6,450.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

45 CONNECT TO EXISTING SANITARY PIPE EACH 5 $400.00 $2,000.00 3 $1,200.00 2 $800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

46 CONSTRUCT SANITARY SEWER MANHOLE 48" EACH 6 $2,800.00 $16,800.00 2 $5,600.00 1 $2,800.00 $0.00 2 $5,600.00 $0.00 $0.00 $0.00 1 $2,800.00 $0.00 $0.00 $0.00 

47 F&I SANITARY MANHOLE CASTING & LID EACH 28 $760.00 $21,280.00 6 $4,560.00 5 $3,800.00 1 $760.00 4 $3,040.00 3 $2,280.00 2 $1,520.00 1 $760.00 4 $3,040.00 1 $760.00 1 $760.00 $0.00 

48 GRANULAR TRENCH BACKFILL (SANITARY SEWER) CY 350 $17.00 $5,950.00 300 $5,100.00 50 $850.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

49 AGGREGATE PIPE BEDDING (SANITARY SEWER) CY 75 $25.00 $1,875.00 50 $1,250.00 25 $625.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

50 2501.511 12" RC PIPE SEWER CLASS V LF 448 $27.00 $12,096.00 173 $4,671.00 97 $2,619.00 36 $972.00 142 $3,834.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

51 2501.511 15" RC PIPE SEWER CLASS V LF 207 $29.00 $6,003.00 55 $1,595.00 95 $2,755.00 $0.00 $0.00 57 $1,653.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

52 2501.511 18" RC PIPE SEWER CLASS V LF 166 $39.00 $6,474.00 100 $3,900.00 50 $1,950.00 $0.00 $0.00 16 $624.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

53 2501.511 21" RC PIPE SEWER CLASS IV LF 682 $40.00 $27,280.00 100 $4,000.00 305 $12,200.00 $0.00 277 $11,080.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

54 2501.511 24" RC PIPE SEWER CLASS III LF 331 $41.00 $13,571.00 80 $3,280.00 $0.00 $0.00 251 $10,291.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

55 2502.541 4" PERF PE PIPE DRAIN W/ SOCK LF 12451 $7.00 $87,157.00 2900 $20,300.00 3000 $21,000.00 510 $3,570.00 2580 $18,060.00 1946 $13,622.00 885 $6,195.00 $0.00 $0.00 $0.00 630 $4,410.00 $0.00 

56 2506.502 CONSTRUCT STORM MANHOLE 48" EACH 7 $2,200.00 $15,400.00 1 $2,200.00 2 $4,400.00 $0.00 4 $8,800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

57 2506.502 CONSTRUCT CATCHBASIN 2'X3' BOX EACH 25 $1,550.00 $38,750.00 7 $10,850.00 6 $9,300.00 2 $3,100.00 7 $10,850.00 3 $4,650.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

58 2506.502 CONSTRUCT CATCHBASIN MANHOLE 48" EACH 7 $1,800.00 $12,600.00 4 $7,200.00 2 $3,600.00 $0.00 $0.00 1 $1,800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

59 2506.516 F&I STORM MANHOLE CASTING & LID EACH 1 $760.00 $760.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $760.00 $0.00 $0.00 $0.00 $0.00 

60 2506.522 ADJUST FRAME & CASTING EACH 8 $300.00 $2,400.00 $0.00 2 $600.00 $0.00 $0.00 $0.00 $0.00 4 $1,200.00 2 $600.00 $0.00 $0.00 $0.00 

61 GRANULAR TRENCH BACKFILL (STORM SEWER) CY 300 $17.00 $5,100.00 100 $1,700.00 100 $1,700.00 $0.00 100 $1,700.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

62 AGGREGATE PIPE BEDDING (STORM SEWER) CY 275 $25.00 $6,875.00 100 $2,500.00 75 $1,875.00 $0.00 100 $2,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

63 2521.501 4" CONCRETE WALK SF 72 $6.00 $432.00 $0.00 2 $12.00 $0.00 $0.00 $0.00 $0.00 40 $240.00 30 $180.00 $0.00 $0.00 $0.00 

64 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LF 14223 $10.00 $142,230.00 2900 $29,000.00 3000 $30,000.00 510 $5,100.00 2580 $25,800.00 1946 $19,460.00 885 $8,850.00 1267 $12,670.00 385 $3,850.00 120 $1,200.00 630 $6,300.00 $0.00 

65 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 2355 $37.00 $87,135.00 195 $7,215.00 680 $25,160.00 160 $5,920.00 480 $17,760.00 375 $13,875.00 185 $6,845.00 $0.00 200 $7,400.00 45 $1,665.00 35 $1,295.00 $0.00 

66 2531.604 6" CONCRETE VALLEY GUTTER SY 80 $45.00 $3,600.00 $0.00 $0.00 $0.00 $0.00 40 $1,800.00 $0.00 20 $900.00 $0.00 $0.00 20 $900.00 $0.00 

67 2545.602 INSTALL LIGHTING UNIT (STREET LIGHT) EACH 4 $3,000.00 $12,000.00 1 $3,000.00 $0.00 $0.00 2 $6,000.00 $0.00 $0.00 $0.00 1 $3,000.00 $0.00 $0.00 $0.00 

68 2557.603 INSTALL FENCE (4') LF 235 $18.00 $4,230.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 235 $4,230.00 $0.00 $0.00 $0.00 $0.00 

69 2573.502 SILT FENCE, TYPE HEAVY DUTY LF 400 $3.30 $1,320.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 400 $1,320.00 $0.00 $0.00 $0.00 $0.00 

70 2573.530 STORM DRAIN INLET PROTECTION EACH 43 $265.00 $11,395.00 11 $2,915.00 8 $2,120.00 2 $530.00 7 $1,855.00 4 $1,060.00 $0.00 5 $1,325.00 6 $1,590.00 $0.00 $0.00 $0.00 

71 CLEAN SANITARY & STORM SEWER LF 4592 $2.00 $9,184.00 1107 $2,214.00 1576 $3,152.00 212 $424.00 1587 $3,174.00 110 $220.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 

72 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 8 $500.00 $4,000.00 1 $500.00 1 $500.00 1 $500.00 1 $500.00 1 $500.00 1 $500.00 1 $500.00 $0.00 $0.00 1 $500.00 $0.00 

73 2575.505 SODDING W/5" TOPSOIL & WATERING (LAWN TYPE) SY 9501 $3.50 $33,252.33 1933 $6,766.67 2000 $7,000.00 340 $1,190.00 1720 $6,020.00 1297 $4,540.67 590 $2,065.00 880 $3,080.00 150 $525.00 40 $140.00 550 $1,925.00 $0.00 

ENGINEERS ESTIMATED CONSTRUCTION TOTALS 

10% CONTINGENCY 

SUB TOTAL 

16% OVERHEAD COSTS 

ENGINEERS ESTIMATED TOTAL PROJECT COST 

ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATED 

PROJECT 

ESTIMATE OF 

PROJECT 

BIDWELL STREET 

ESTIMATE OF 

PROJECT 

DUCK POND DRIVE 

ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 

$2,488,568.47 $577,162.17 $442,722.00 $80,391.80 $502,812.00 $237,973.17 $117,418.58 $165,468.00 $175,715.75 $36,141.50 $83,263.50 $69,500.00 

$248,856.85 $57,716.22 $44,272.20 $8,039.18 $50,281.20 $23,797.32 $11,741.86 $16,546.80 $17,571.58 $3,614.15 $8,326.35 $6,950.00 

$2,737,425.31 $634,878.38 $486,994.20 $88,430.98 $553,093.20 $261,770.48 $129,160.44 $182,014.80 $193,287.33 $39,755.65 $91,589.85 $76,450.00 

$437,988.05 $101,580.54 $77,919.07 $14,148.96 $88,494.91 $41,883.28 $20,665.67 $29,122.37 $30,925.97 $6,360.90 $14,654.38 $12,232.00 

$3,175,413.36 $736,458.92 $564,913.27 $102,579.94 $641,588.11 $303,653.76 $149,826.11 $211,137.17 $224,213.30 $46,116.55 $106,244.23 $88,682.00 

ESTIMATE OF 

PROJECT 

STANLEY STREET 

ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 

City of West St.Paul 

1 

1/23/2013 

Preliminary Engineer's Estimate





ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATE OF 

PROJECT 


ESTIMATE OF 

PROJECT 

ITEM NUMBER DESCRIPTION UNITS QUANTITIES COST QUANTITIES COST 

1 2021.501 MOBILIZATION LS 1 $100,000.00 0.24 $24,000.00 

2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 

4 2101.610 TREE TRIMMING HOUR 14 $75.00 2 $150.00 

5 2104.501 REMOVE SEWER PIPE (STORM) LF 1824 $7.00 508 $3,556.00 

6 2104.501 REMOVE SEWER PIPE (SANITARY) LF 120 $10.00 100 $1,000.00 

7 2104.501 REMOVE CURB AND GUTTER LF 13846 $1.75 2900 $5,075.00 

8 2104.503 REMOVE CONCRETE PAVEMENT (VALLEY GUTTER) SY 57 $10.00 $0.00 

9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 2270 $9.00 143 $1,287.00 

10 2104.507 REMOVE CONCRETE STEPS SY 15 $4.00 $0.00 

11 2104.509 REMOVE CATCH BASIN EACH 31 $175.00 11 $1,925.00 

12 2104.509 REMOVE MANHOLE (STORM) EACH 7 $420.00 1 $420.00 

13 2104.509 REMOVE MANHOLE (SANITARY) EACH 6 $500.00 2 $1,000.00 

14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 1179 $3.50 40 $140.00 

15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 2265 $3.00 380 $1,140.00 

16 2105.501 COMMON EXCAVATION CY 20205 $16.00 4185 $66,960.00 

17 2105.505 MUCK EXCAVATION CY 1900 $35.00 $0.00 

18 2105.507 SUBGRADE EXCAVTION CY 1909 $14.00 355 $4,970.00 

19 2105.507 SUBGRADE CORRECTION TON 3445 $9.00 639 $5,751.00 

20 2105.522 SELECT GRANULAR BORROW CY 9900 $8.00 2100 $16,800.00 

21 2105.523 COMMON BORROW CY 1000 $18.00 $0.00 

22 2105.604 GEOTEXTILE FABRIC TYPE V SY 29790 $1.50 6275 $9,412.50 

23 2118.501 AGGREGATE SURFACING CLASS 2 (TEMP DWY) TON 170 $16.00 20 $320.00 

24 2211.501 AGGREGATE BASE CLASS 5 TON 14870 $9.00 3100 $27,900.00 

25 2232.501 MILL BITUMINOUS SURFACE (2.0") SY 5620 $2.00 $0.00 

26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1700 $2.30 290 $667.00 

27 2360.501 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 3920 $69.00 640 $44,160.00 

28 2360.501 TYPE SP 12.5 NON WEARING COURSE MIX (3,C) TON 3105 $67.00 640 $42,880.00 

29 FULL DEPTH PATCH (2' SECTION) SY 430 $75.00 $0.00 

30 ROUT & SEAL CRACKS LF 2530 $2.00 $0.00 

31 2411.607 CONCRETE STEPS CY 4 $700.00 $0.00 

32 2411.618 MODULAR BLOCK RETAINING WALL SF 950 $18.00 $0.00 

33 2504.602 REPAIR SERVICE STOP BOX EACH 8 $500.00 4 $2,000.00 

34 2504.602 REPAIR VALVE BOX EACH 5 $750.00 2 $1,500.00 

35 2504.602 ADJUST VALVE BOX EACH 55 $200.00 8 $1,600.00 

36 2504.602 WATER UTILITY HOLE EACH 2 $1,000.00 1 $1,000.00 

37 2504.602 EXCAVATION WATERMAIN OFFSET/REPLACEMENT EACH 2 $1,500.00 1 $1,500.00 

38 2504.603 WATER MAIN TRENCH (EXCAVATE/BACKFILL) LF 2670 $26.00 1350 $35,100.00 

39 2504.602 F&I 2" WATERMAIN INSULATION SY 30 $28.00 15 $420.00 

40 GRANULAR TRENCH BACKFILL (WATERMAIN) CY 5850 $17.00 3200 $54,400.00 

41 AGGREGATE PIPE BEDDING (WATERMAIN) CY 800 $25.00 400 $10,000.00 

42 8" PVC PIPE SEWER-SDR 35 LF 120 $40.00 100 $4,000.00 

43 8" SANITARY SEWER LINER LF 4598 $46.00 1622 $74,612.00 

44 8" SANITARY SEWER SHORT LINER (0-10') LF 10 $645.00 $0.00 

45 CONNECT TO EXISTING SANITARY PIPE EACH 5 $400.00 3 $1,200.00 

46 CONSTRUCT SANITARY SEWER MANHOLE 48" EACH 6 $2,800.00 2 $5,600.00 

47 F&I SANITARY MANHOLE CASTING & LID EACH 28 $760.00 6 $4,560.00 

48 GRANULAR TRENCH BACKFILL (SANITARY SEWER) CY 350 $17.00 300 $5,100.00 

49 AGGREGATE PIPE BEDDING (SANITARY SEWER) CY 75 $25.00 50 $1,250.00 

50 2501.511 12" RC PIPE SEWER CLASS V LF 448 $27.00 173 $4,671.00 



53 2501.511 21" RC PIPE SEWER CLASS IV LF 682 $40.00 100 $4,000.00 

54 2501.511 24" RC PIPE SEWER CLASS III LF 331 $41.00 80 $3,280.00 

55 2502.541 4" PERF PE PIPE DRAIN W/ SOCK LF 12451 $7.00 2900 $20,300.00 


1 

1/23/2013 Engineer Estimate





ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 

ESTIMATE OF 

PROJECT 

QUANTITIES 


ESTIMATE OF 

PROJECT 

COST 

ITEM NUMBER DESCRIPTION UNITS 

56 2506.502 CONSTRUCT STORM MANHOLE 48" EACH 7 $2,200.00 1 $2,200.00 

57 2506.502 CONSTRUCT CATCHBASIN 2'X3' BOX EACH 25 $1,550.00 7 $10,850.00 

58 2506.502 CONSTRUCT CATCHBASIN MANHOLE 48" EACH 7 $1,800.00 4 $7,200.00 

59 2506.516 F&I STORM MANHOLE CASTING & LID EACH 1 $760.00 $0.00 

60 2506.522 ADJUST FRAME & CASTING EACH 8 $300.00 $0.00 

61 GRANULAR TRENCH BACKFILL (STORM SEWER) CY 300 $17.00 100 $1,700.00 

62 AGGREGATE PIPE BEDDING (STORM SEWER) CY 275 $25.00 100 $2,500.00 

63 2521.501 4" CONCRETE WALK SF 72 $6.00 $0.00 

64 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LF 14223 $10.00 2900 $29,000.00 

65 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 2355 $37.00 195 $7,215.00 

66 2531.604 6" CONCRETE VALLEY GUTTER SY 80 $45.00 $0.00 

67 2545.602 INSTALL LIGHTING UNIT (STREET LIGHT) EACH 4 $3,000.00 1 $3,000.00 

68 2557.603 INSTALL FENCE (4') LF 235 $18.00 $0.00 

69 2573.502 SILT FENCE, TYPE HEAVY DUTY LF 400 $3.30 $0.00 

70 2573.530 STORM DRAIN INLET PROTECTION EACH 43 $265.00 11 $2,915.00 

71 CLEAN SANITARY & STORM SEWER LF 4592 $2.00 1107 $2,214.00 

72 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 8 $500.00 1 $500.00 

73 2575.505 SODDING W/5" TOPSOIL & WATERING (LAWN TYPE) SY 9501 $3.50 1933 $6,766.67 

BIDWELL STREET- ESTIMATED CONSTRUCTION COSTS TOTAL = 


SUB TOTAL 



$577,162.17 

$57,716.22 

$634,878.38 

$101,580.54 

$736,458.92 


2 

1/23/2013 Engineer Estimate





ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 


ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 



6 2104.501 REMOVE SEWER PIPE (SANITARY) LF 120 $10.00 20 $200.00 






12 2104.509 REMOVE MANHOLE (STORM) EACH 7 $420.00 2 $840.00 

13 2104.509 REMOVE MANHOLE (SANITARY) EACH 6 $500.00 1 $500.00 

14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 1179 $3.50 380 $1,330.00 

15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 2265 $3.00 280 $840.00 


















33 2504.602 REPAIR SERVICE STOP BOX EACH 8 $500.00 $0.00 

34 2504.602 REPAIR VALVE BOX EACH 5 $750.00 $0.00 

35 2504.602 ADJUST VALVE BOX EACH 55 $200.00 4 $800.00 

36 2504.602 WATER UTILITY HOLE EACH 2 $1,000.00 $0.00 

37 2504.602 EXCAVATION WATERMAIN OFFSET/REPLACEMENT EACH 2 $1,500.00 $0.00 

38 2504.603 WATER MAIN TRENCH (EXCAVATE/BACKFILL) LF 2670 $26.00 $0.00 

39 2504.602 F&I 2" WATERMAIN INSULATION SY 30 $28.00 $0.00 

40 GRANULAR TRENCH BACKFILL (WATERMAIN) CY 5850 $17.00 $0.00 

41 AGGREGATE PIPE BEDDING (WATERMAIN) CY 800 $25.00 $0.00 

42 8" PVC PIPE SEWER-SDR 35 LF 120 $40.00 20 $800.00 


44 8" SANITARY SEWER SHORT LINER (0-10') LF 10 $645.00 10 $6,450.00 

45 CONNECT TO EXISTING SANITARY PIPE EACH 5 $400.00 2 $800.00 



48 GRANULAR TRENCH BACKFILL (SANITARY SEWER) CY 350 $17.00 50 $850.00 

49 AGGREGATE PIPE BEDDING (SANITARY SEWER) CY 75 $25.00 25 $625.00 





54 2501.511 24" RC PIPE SEWER CLASS III LF 331 $41.00 $0.00 



1 

1/23/2013 Engineers Estimate





ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 


ESTIMATE OF 

PROJECT 

QUANTITIES 

ESTIMATE OF 

PROJECT 

COST 






60 2506.522 ADJUST FRAME & CASTING EACH 8 $300.00 2 $600.00 



63 2521.501 4" CONCRETE WALK SF 72 $6.00 2 $12.00 




67 2545.602 INSTALL LIGHTING UNIT (STREET LIGHT) EACH 4 $3,000.00 $0.00 







DUCK POND DRIVE- ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$442,722.00 

$44,272.20 

$486,994.20 

$77,919.07 

$564,913.27 


2 




WINSLOW COURT 


ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATE OF 

PROJECT 

WINSLOW COURT 

ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 1 $210.00 

3 2101.507 GRUBBING TREE 5 $100.00 1 $100.00 


5 2104.501 REMOVE SEWER PIPE (STORM) LF 1824 $7.00 36 $252.00 

6 2104.501 REMOVE SEWER PIPE (SANITARY) LF 120 $10.00 $0.00 

7 2104.501 REMOVE CURB AND GUTTER LF 13846 $1.75 510 $892.50 




11 2104.509 REMOVE CATCH BASIN EACH 31 $175.00 2 $350.00 

12 2104.509 REMOVE MANHOLE (STORM) EACH 7 $420.00 $0.00 

13 2104.509 REMOVE MANHOLE (SANITARY) EACH 6 $500.00 $0.00 





























42 8" PVC PIPE SEWER-SDR 35 LF 120 $40.00 $0.00 

43 8" SANITARY SEWER LINER LF 4598 $46.00 $0.00 


45 CONNECT TO EXISTING SANITARY PIPE EACH 5 $400.00 $0.00 

46 CONSTRUCT SANITARY SEWER MANHOLE 48" EACH 6 $2,800.00 $0.00 

47 F&I SANITARY MANHOLE CASTING & LID EACH 28 $760.00 1 $760.00 

48 GRANULAR TRENCH BACKFILL (SANITARY SEWER) CY 350 $17.00 $0.00 

49 AGGREGATE PIPE BEDDING (SANITARY SEWER) CY 75 $25.00 $0.00 

50 2501.511 12" RC PIPE SEWER CLASS V LF 448 $27.00 36 $972.00 

51 2501.511 15" RC PIPE SEWER CLASS V LF 207 $29.00 $0.00 


53 2501.511 21" RC PIPE SEWER CLASS IV LF 682 $40.00 $0.00 




1 




WINSLOW COURT 


ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 

ESTIMATE OF 

PROJECT 

QUANTITIES 

WINSLOW COURT 

ESTIMATE OF 

PROJECT 

COST 


56 2506.502 CONSTRUCT STORM MANHOLE 48" EACH 7 $2,200.00 $0.00 


58 2506.502 CONSTRUCT CATCHBASIN MANHOLE 48" EACH 7 $1,800.00 $0.00 



61 GRANULAR TRENCH BACKFILL (STORM SEWER) CY 300 $17.00 $0.00 

62 AGGREGATE PIPE BEDDING (STORM SEWER) CY 275 $25.00 $0.00 








70 2573.530 STORM DRAIN INLET PROTECTION EACH 43 $265.00 2 $530.00 

71 CLEAN SANITARY & STORM SEWER LF 4592 $2.00 212 $424.00 



WINSLOW COURT - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$80,391.80 

$8,039.18 

$88,430.98 

$14,148.96 

$102,579.94 


2 






ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATE OF 

PROJECT 


ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 









12 2104.509 REMOVE MANHOLE (STORM) EACH 7 $420.00 4 $1,680.00 

13 2104.509 REMOVE MANHOLE (SANITARY) EACH 6 $500.00 2 $1,000.00 




















33 2504.602 REPAIR SERVICE STOP BOX EACH 8 $500.00 4 $2,000.00 

34 2504.602 REPAIR VALVE BOX EACH 5 $750.00 2 $1,500.00 


36 2504.602 WATER UTILITY HOLE EACH 2 $1,000.00 1 $1,000.00 

37 2504.602 EXCAVATION WATERMAIN OFFSET/REPLACEMENT EACH 2 $1,500.00 1 $1,500.00 

38 2504.603 WATER MAIN TRENCH (EXCAVATE/BACKFILL) LF 2670 $26.00 1320 $34,320.00 

39 2504.602 F&I 2" WATERMAIN INSULATION SY 30 $28.00 15 $420.00 

40 GRANULAR TRENCH BACKFILL (WATERMAIN) CY 5850 $17.00 2650 $45,050.00 

41 AGGREGATE PIPE BEDDING (WATERMAIN) CY 800 $25.00 400 $10,000.00 













54 2501.511 24" RC PIPE SEWER CLASS III LF 331 $41.00 251 $10,291.00 



1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 

ESTIMATE OF 

PROJECT 

QUANTITIES 


ESTIMATE OF 

PROJECT 

COST 




















STRYKER AVENUE - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$502,812.00 

$50,281.20 

$553,093.20 

$88,494.91 

$641,588.11 


2 




FOX RIDGE ROAD 


ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATE OF 

PROJECT 


ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 


5 2104.501 REMOVE SEWER PIPE (STORM) LF 1824 $7.00 63 $441.00 



8 2104.503 REMOVE CONCRETE PAVEMENT (VALLEY GUTTER) SY 57 $10.00 57 $570.00 



11 2104.509 REMOVE CATCH BASIN EACH 31 $175.00 3 $525.00 



14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 1179 $3.50 $0.00 

15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 2265 $3.00 500 $1,500.00 





































52 2501.511 18" RC PIPE SEWER CLASS V LF 166 $39.00 16 $624.00 





1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 

ESTIMATE OF 

PROJECT 

QUANTITIES 


ESTIMATE OF 

PROJECT 

COST 












66 2531.604 6" CONCRETE VALLEY GUTTER SY 80 $45.00 40 $1,800.00 





71 CLEAN SANITARY & STORM SEWER LF 4592 $2.00 110 $220.00 



FOX RIDGE ROAD - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$237,973.17 

$23,797.32 

$261,770.48 

$41,883.28 

$303,653.76 


2 




FOX RIDGE COURT 


ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 


ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 


5 2104.501 REMOVE SEWER PIPE (STORM) LF 1824 $7.00 $0.00 





10 2104.507 REMOVE CONCRETE STEPS SY 15 $4.00 4 $16.00 

11 2104.509 REMOVE CATCH BASIN EACH 31 $175.00 $0.00 




















31 2411.607 CONCRETE STEPS CY 4 $700.00 1.3 $933.33 


























1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 


ESTIMATE OF 

PROJECT 

QUANTITIES 

ESTIMATE OF 

PROJECT 

COST 



57 2506.502 CONSTRUCT CATCHBASIN 2'X3' BOX EACH 25 $1,550.00 $0.00 













70 2573.530 STORM DRAIN INLET PROTECTION EACH 43 $265.00 $0.00 

71 CLEAN SANITARY & STORM SEWER LF 4592 $2.00 $0.00 



FOX RIDGE COURT - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$117,418.58 

$11,741.86 

$129,160.44 

$20,665.67 

$149,826.11 


2 




IMPERIAL DR./EMERSON AVE. 


ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 






2 2101.502 CLEARING TREE 5 $210.00 4 $840.00 

3 2101.507 GRUBBING TREE 5 $100.00 4 $400.00 






9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 2270 $9.00 20 $180.00 

10 2104.507 REMOVE CONCRETE STEPS SY 15 $4.00 11 $44.00 











21 2105.523 COMMON BORROW CY 1000 $18.00 1000 $18,000.00 










31 2411.607 CONCRETE STEPS CY 4 $700.00 3 $2,100.00 

32 2411.618 MODULAR BLOCK RETAINING WALL SF 950 $18.00 950 $17,100.00 


34 2504.602 REPAIR VALVE BOX EACH 5 $750.00 1 $750.00 





















55 2502.541 4" PERF PE PIPE DRAIN W/ SOCK LF 12451 $7.00 $0.00 

City of St. Paul 

1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 




QUANTITIES COST 





59 2506.516 F&I STORM MANHOLE CASTING & LID EACH 1 $760.00 1 $760.00 

60 2506.522 ADJUST FRAME & CASTING EACH 8 $300.00 4 $1,200.00 





65 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 2355 $37.00 $0.00 

66 2531.604 6" CONCRETE VALLEY GUTTER SY 80 $45.00 20 $900.00 


68 2557.603 INSTALL FENCE (4') LF 235 $18.00 235 $4,230.00 

69 2573.502 SILT FENCE, TYPE HEAVY DUTY LF 400 $3.30 400 $1,320.00 





IMPERIAL DR./EMERSON AVE. - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$165,468.00 

$16,546.80 

$182,014.80 

$29,122.37 

$211,137.17 

City of St. Paul 

2 




SPERL STREET 


ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATE OF 

PROJECT 

SPERL STREET 

ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 

4 2101.610 TREE TRIMMING HOUR 14 $75.00 $0.00 









13 2104.509 REMOVE MANHOLE (SANITARY) EACH 6 $500.00 1 $500.00 

14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 1179 $3.50 350 $1,225.00 


16 2105.501 COMMON EXCAVATION CY 20205 $16.00 $0.00 


18 2105.507 SUBGRADE EXCAVTION CY 1909 $14.00 $0.00 

19 2105.507 SUBGRADE CORRECTION TON 3445 $9.00 $0.00 

20 2105.522 SELECT GRANULAR BORROW CY 9900 $8.00 $0.00 


22 2105.604 GEOTEXTILE FABRIC TYPE V SY 29790 $1.50 $0.00 

23 2118.501 AGGREGATE SURFACING CLASS 2 (TEMP DWY) TON 170 $16.00 $0.00 

24 2211.501 AGGREGATE BASE CLASS 5 TON 14870 $9.00 $0.00 

25 2232.501 MILL BITUMINOUS SURFACE (2.0") SY 5620 $2.00 4660 $9,320.00 



28 2360.501 TYPE SP 12.5 NON WEARING COURSE MIX (3,C) TON 3105 $67.00 $0.00 

29 FULL DEPTH PATCH (2' SECTION) SY 430 $75.00 350 $26,250.00 

30 ROUT & SEAL CRACKS LF 2530 $2.00 2100 $4,200.00 



























1 




SPERL STREET 


ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 

ESTIMATE OF 

PROJECT 

QUANTITIES 

SPERL STREET 

ESTIMATE OF 

PROJECT 

COST 






60 2506.522 ADJUST FRAME & CASTING EACH 8 $300.00 2 $600.00 












72 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 8 $500.00 $0.00 

73 2575.505 SODDING W/5" TOPSOIL & WATERING (LAWN TYPE) SY 9501 $3.50 150 $525.00 

SPERL STREET - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$175,715.75 

$17,571.58 

$193,287.33 

$30,925.97 

$224,213.30 


2 




ARION STREET EAST 


ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 


ESTIMATE OF 

PROJECT 

ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 












15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 2265 $3.00 $0.00 










25 2232.501 MILL BITUMINOUS SURFACE (2.0") SY 5620 $2.00 960 $1,920.00 




29 FULL DEPTH PATCH (2' SECTION) SY 430 $75.00 80 $6,000.00 

30 ROUT & SEAL CRACKS LF 2530 $2.00 430 $860.00 



























1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 


ESTIMATE OF 

PROJECT 

QUANTITIES 

ESTIMATE OF 

PROJECT 

COST 



















73 2575.505 SODDING W/5" TOPSOIL & WATERING (LAWN TYPE) SY 9501 $3.50 40 $140.00 

ARION STREET EAST - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$36,141.50 

$3,614.15 

$39,755.65 

$6,360.90 

$46,116.55 


2 






ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 

ESTIMATE OF 

PROJECT 


ESTIMATE OF 

PROJECT 



2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 






















































1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 

ESTIMATE OF 

PROJECT 

QUANTITIES 


ESTIMATE OF 

PROJECT 

COST 












66 2531.604 6" CONCRETE VALLEY GUTTER SY 80 $45.00 20 $900.00 








STANLEY STREET EAST - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$83,263.50 

$8,326.35 

$91,589.85 

$14,654.38 

$106,244.23 


2 






ESTIMATED 

PROJECT 

ESTIMATED 

ITEM 






2 2101.502 CLEARING TREE 5 $210.00 $0.00 

3 2101.507 GRUBBING TREE 5 $100.00 $0.00 




7 2104.501 REMOVE CURB AND GUTTER LF 13846 $1.75 $0.00 


9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 2270 $9.00 $0.00 





14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 1179 $3.50 $0.00 

15 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 2265 $3.00 $0.00 


17 2105.505 MUCK EXCAVATION CY 1900 $35.00 1900 $66,500.00 









26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1700 $2.30 $0.00 

27 2360.501 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 3920 $69.00 $0.00 


29 0.000 FULL DEPTH PATCH (2' SECTION) SY 430 $75.00 $0.00 





35 2504.602 ADJUST VALVE BOX EACH 55 $200.00 $0.00 












47 F&I SANITARY MANHOLE CASTING & LID EACH 28 $760.00 $0.00 











1 






ESTIMATED 

PROJECT 

QUANTITIES 

ESTIMATED 

ITEM 

COST 




QUANTITIES COST 









64 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LF 14223 $10.00 $0.00 

65 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 2355 $37.00 $0.00 








73 2575.505 SODDING W/5" TOPSOIL & WATERING (LAWN TYPE) SY 9501 $3.50 $0.00 

DUCK POND CLEANING - ESTIMATED CONSTRUCTION COSTS TOTAL 


SUB TOTAL 



$69,500.00 

$6,950.00 

$76,450.00 

$12,232.00 

$88,682.00 


2 



APPENDIX C 

APPENDIX C – PRELIMINARY ASSESSMENT ROLLS & MAPS 



PRELIMINARY ASSESSMENT ROLL 

2013 Street/Alley Improvement Project-West St. Paul Project #13-1 

Duck Pond/Stryker 

The calculated front foot street assessment rate = $40.38 Assessed over 10 years @ 5.0% 

Date: January 23, 2013 

Parcel No. 

Street Frontage (ft) Assessment 

on Map Parcel ID Property Address Owner Name Owner Address City/State/Zip Actual Assessable Amount Notes 

1 424745001020 1845 DUCK POND DR DANIEL J & ELIZABETH ERNST 1845 DUCK POND DR WEST SAINT PAUL MN 55118 141 141 $5,693.30 

2 424745501020 1855 DUCK POND DR ROBERT G & KAREN CARLSON 1855 DUCK POND DR WEST SAINT PAUL MN 55118-4448 98 98 $3,957.04 

3 424745501030 1863 DUCK POND DR JAMES & JACQUELYN SULLIVAN 1863 DUCK POND DR WEST SAINT PAUL MN 55118-4448 92 92 $3,714.78 

4 424745501040 1871 DUCK POND DR ROBERT R & PATRICIA DAVIS 1871 DUCK POND DR WEST SAINT PAUL MN 55118-4448 90 90 $3,634.02 

5 424745501050 1879 DUCK POND DR KRIS A & JESSICA L MAGER 1879 DUCK POND DR WEST SAINT PAUL MN 55118-4448 90 90 $3,634.02 

6 424745501060 1889 DUCK POND DR TIMOTHY J & JOAN M TESTA 1889 DUCK POND DR WEST SAINT PAUL MN 55118-4448 90 90 $3,634.02 

7 424745501070 1895 DUCK POND DR RICHARD M & SHARON BINDER 1895 DUCK POND DR WEST SAINT PAUL MN 55118-4448 90 90 $3,634.02 

8 424745501080 1903 DUCK POND DR MICHAEL & ANGELA OCONNELL 1903 DUCK POND DR WEST SAINT PAUL MN 55118-4448 81 81 $3,270.62 

9 424745501090 124 DUCK POND DR PATRICIA A BEAUVAIS 124 DUCK POND DR WEST SAINT PAUL MN 55118-4440 60 60 $2,422.68 

10 424745001110 118 DUCK POND DR CHARLES RICHARD ROBBINS 118 DUCK POND DR WEST SAINT PAUL MN 55118-4440 69 69 $2,786.08 

11 424745001120 110 DUCK POND DR DAVID E & KAREN M GROPPEL 110 DUCK POND DR WEST SAINT PAUL MN 55118-4440 100 100 $4,037.80 

12 424745001130 100 DUCK POND DR DENNIS JOHN STEELE 100 DUCK POND DR WEST SAINT PAUL MN 55118-4440 100 100 $4,037.80 

13 424745001140 92 DUCK POND DR JESSE J & JESSICA J NELSON 92 DUCK POND RD WEST SAINT PAUL MN 55118-4440 100 100 $4,037.80 

14 424745001150 84 DUCK POND DR MICHAEL & KENDELL FISCHBACH 84 DUCK POND DR WEST SAINT PAUL MN 55118-4440 100 100 $4,037.80 

15 424745001160 74 DUCK POND DR YANG & CHONG XIONG 74 DUCK POND DR WEST SAINT PAUL MN 55118-4440 100 100 $4,037.80 

16 424745001170 64 DUCK POND DR THOMAS & KAREN CONWAY 64 DUCK POND DR WEST SAINT PAUL MN 55118-1551 235 135 $5,451.03 100' credit 

17 424745002010 1844 DUCK POND DR CHRISTIAN F ROSEMARY 1844 DUCK POND DR WEST SAINT PAUL MN 55118-4447 117 117 $4,724.23 

18 424745002033 1854 DUCK POND DR ELIZABETH E TSTE ANDERSON 1854 DUCK POND DR WEST SAINT PAUL MN 55118-4447 85 85 $3,432.13 

19 424745002032 1862 DUCK POND DR DAVID J & JEANANNE M KREJCI 1862 DUCK POND DR WEST SAINT PAUL MN 55118-4447 105 105 $4,239.69 

20 424745002040 1870 DUCK POND DR EUGENE S & MARY ANN KAHNKE 1870 DUCK POND DR WEST SAINT PAUL MN 55118-4447 91 91 $3,674.40 

21 424745002050 1878 DUCK POND RD JEAN A CALLAHAN 1878 DUCK POND DR WEST SAINT PAUL MN 55118-4447 90 90 $3,634.02 

22 424745002060 1886 DUCK POND DR TIMOTHY J & JOAN M REGAN 1886 DUCK POND DR WEST SAINT PAUL MN 55118-4447 90 90 $3,634.02 

23 424745002070 1894 DUCK POND DR KENNETH V JR THAKE 1894 DUCK POND DR WEST SAINT PAUL MN 55118-4447 90 90 $3,634.02 

24 424745002080 1902 DUCK POND DR JOEL E & JANET KNOEPFLER 1902 DUCK POND DR WEST SAINT PAUL MN 55118-4447 240 140 $5,652.92 100' credit 

25 424745002090 1903 WINSLOW CT MICHAEL & JILL M OROURKE 1903 WINSLOW CT WEST SAINT PAUL MN 55118-4441 245 145 $5,854.81 100' credit 

26 424745002100 1893 WINSLOW CT SUSAN M TSTE RASMUSSEN 1893 WINSLOW CT WEST SAINT PAUL MN 55118 96 96 $3,876.29 

27 424745002110 1887 WINSLOW CT ROBERT & BARBARA JOBST 1887 WINSLOW CT WEST SAINT PAUL MN 55118-4441 91 91 $3,674.40 

28 424745002120 CITY OF WEST SAINT PAUL 1616 HUMBOLDT AVE WEST SAINT PAUL MN 55118-3905 270 270 $10,902.06 

29 424745002130 1888 WINSLOW CT CAROL & ELROY D CADY 1888 WINSLOW CT WEST SAINT PAUL MN 55118-4441 92 92 $3,714.78 

30 424745002140 1894 WINSLOW CT JOHN JOSEPH LENTSCH 1894 WINSLOW CT WEST SAINT PAUL MN 55118 95 95 $3,835.91 

31 424745002150 79 DUCK POND DR TYLER A WILSEY 79 DUCK POND DR WEST SAINT PAUL MN 55118 245 145 $5,854.81 100' credit 

32 424745002160 65 DUCK POND DR MERLIN J & MARY ANN HOWLETT 65 DUCK POND DR WEST SAINT PAUL MN 55118-4409 235 135 $5,451.03 100' credit 

33 424745002170 1895 STRYKER AVE GREGORY M & PATRICIA 1895 STRYKER AVE WEST SAINT PAUL MN 55118-4462 100 100 $4,037.80 

34 424745002180 1885 STRYKER AVE JOSEPH A & MARGARET 1885 STRYKER AVE WEST SAINT PAUL MN 55118-4462 100 100 $4,037.80 

35 424745002190 1875 STRYKER AVE MICHAEL E TSTE HALLIGAN 1875 STRYER AVE WEST SAINT PAUL MN 55118-4462 100 100 $4,037.80 

36 424745002200 1865 STRYKER AVE TERENCE A & MARCY A DOUD 1865 STRYKER AVE WEST SAINT PAUL MN 55118-4462 100 100 $4,037.80 

37 420300003010 115 CRUSADER AVE W EMANUEL EVANG LUTH CH OF ST c/o CROWN OF LIFE WEST SAINT PAUL MN 55118 300 300 $12,113.40 

38 423880001011 48 MARIE AVE W KELLY O & JOSE M MEZA 48 MARIE AVE W WEST SAINT PAUL MN 55118-3845 138 138 $5,572.16 

39 423880001012 KENNETH L & PEGGY A REISING 91-974 KAIOHEE ST EWA BEACH HI 96706 100 100 $4,037.80 

40 423880001032 1864 STRYKER AVE GLENN E ANDERSON 1864 STRYKER AVE WEST SAINT PAUL MN 55118-4435 100 100 $4,037.80 

41 423880001041 1874 STRYKER AVE MICHAEL J & KELLY E TREVENNA 1874 STRYKER AVE WEST SAINT PAUL MN 55118 100 100 $4,037.80 

42 423880001052 1884 STRYKER AVE THOMAS ORTH 1884 STRYKER AVE WEST SAINT PAUL MN 55118-4435 100 100 $4,037.80 

43 426765001010 1890 STRYKER AVE KAREN L SHATEK 1890 STRYKER AVE WEST SAINT PAUL MN 55118-4435 84 84 $3,391.75 

44 426765001020 1900 STRYKER AVE DAVID D & YEN YEN MCSHERRY 1900 STRYKER AVE WEST SAINT PAUL MN 55118-4435 23 23 $928.69 

45 426765001050 1902 SHIELDS LN GLADYS SHIELDS 1902 STRYKER AVE WEST SAINT PAUL MN 55118 23 23 $928.69 

46 426765001060 1904 STRYKER AVE STEPHANIE GROSSINGER 1904 STRYKER AVE WEST SAINT PAUL MN 55118-4435 23 23 $928.69 

47 426765001070 1906 SHIELDS LN COLLEEN P KIRBY 1906 SHIELDS LN WEST SAINT PAUL MN 55118-5909 23 23 $928.69 

48 426765001100 1908 SHIELDS LN PATRICIA L JOHNSTON PO BOX 17370 LOT SAINT PAUL MN 55117-0370 23 23 $928.69 

49 426765001090 1910 STRYKER AVE ROXANNE M KRECH 1910 STRYKER AVE WEST SAINT PAUL MN 55118-4435 23 23 $928.69 

50 426765001040 1912 SHIELDS LN THOMAS J MOSS 1912 SHIELDS LN WEST SAINT PAUL MN 55118-5909 23 23 $928.69

Parcel No. 

Street Frontage (ft) Assessment 


51 426765001030 1914 STRYKER AVE CATHERINE L PERRON 1914 STRYKER AVE WEST SAINT PAUL MN 55118-4435 23 23 $928.69 

52 423120001011 1916 STRYKER AVE JOSEPH A LOPEZ 1916 STRYKER AVE WEST SAINT PAUL MN 55118-4435 110 110 $4,441.58 

53 423120001020 1926 STRYKER AVE CLINTON T & DIANE L BLAISER 1926 STRYKER AVE WEST SAINT PAUL MN 55118-4435 105 105 $4,239.69 

54 423120001030 1936 STRYKER AVE THOMAS & DEBBRA HOWLETT 1936 STRYKER AVE WEST SAINT PAUL MN 55118-4435 105 105 $4,239.69 

55 423120001040 1948 STRYKER AVE RANDY J JOHNSON 1948 STRYKER AVE WEST SAINT PAUL MN 55118-4435 125 125 $5,047.25 

TOTAL 5864 5364 $216,587.58



Stanley 



Parcel No. 

Street Frontage (ft) 

Assessment 


1 424280002090 1080 SPERL ST BENJAMIN F QUINN 1080 SPERL ST WEST SAINT PAUL MN 55118-1658 71 0 $0.00 71' credit 

2 424280002100 359 STANLEY ST E JOAN M HUTTER 359 STANLEY ST E WEST SAINT PAUL MN 55118-1661 56 56 $2,261.17 

3 424280002121 365 STANLEY ST E MARY F SCHULTZ 365 STANLEY ST WEST SAINT PAUL MN 55118-1661 56 56 $2,261.17 

4 424280002131 369 STANLEY ST E DAKOTA COUNTY CDA 1228 TOWN CENTRE DR EAGAN MN 55123 57 57 $2,301.55 

5 424280002140 1081 FELIX ST MARY F HANSON 1081 FELIX ST WEST SAINT PAUL MN 55118-1640 41 0 $0.00 41' credit 

6 424280005070 1094 SPERL ST JOHN L SCHAEFER 1094 SPERL ST WEST SAINT PAUL MN 55118-1659 60 0 $0.00 60' credit 

7 424280005061 358 STANLEY AVE E SCOTT A & KATIE M GANZER 358 STANLEY ST WEST SAINT PAUL MN 55118-1660 50 50 $2,018.90 

8 424280005051 362 STANLEY ST E EUGENE LENCOWSKI 362 STANLEY ST SAINT PAUL MN 55118 50 50 $2,018.90 

9 424280005030 1095 FELIX ST JAMES B & KATHIE C JEPSON 1095 FELIX ST WEST SAINT PAUL MN 55118-1642 186 86 $3,472.51 100' credit 

TOTAL 627 355 $14,334.19



Sperl/Arion 



Parcel No. 

Street Frontage (ft) 

Assessment 


1 423150004031 348 BERNARD ST E ALEX T FAIRBANKS 514 6TH ST W HASTINGS MN 55033 111 96 $1,658.77 15' credit 

2 423150004050 1015 SPERL ST ROBERT P JR RUSSELL 1015 SPERL ST WEST SAINT PAUL MN 55118-1657 50 50 $863.94 

3 423150004060 1019 SPERL ST JOEL J & HEIDI A HOFFMANN 1019 SPERL ST WEST SAINT PAUL MN 55118-1657 55 55 $950.34 

4 423150004070 1025 SPERL ST JOHN A & BARBARA E BOOTON 1025 SPERL ST WEST SAINT PAUL MN 55118-1657 55 55 $950.34 

5 423150004100 1033 SPERL ST ROBERT & RAMONA M RODRIGUEZ 1033 SPERL ST WEST SAINT PAUL MN 55118-1657 120 120 $2,073.46 

6 423150004120 1043 SPERL ST BNR 1751 15TH AVE NW NEW BRIGHTON MN 55112 60 60 $1,036.73 

7 423150004140 1047 SPERL ST NORMAN G & JULIE L REICHER 1047 SPERL ST WEST SAINT PAUL MN 55118-1657 70 70 $1,209.52 

8 423150004150 1053 SPERL ST IAN T BURT 1053 SPERL ST WEST SAINT PAUL MN 55118 100 100 $1,727.88 

9 424280003040 1065 SPERL ST JASON DAMSGAARD 416 CEMETERY RD RIVER FALLS WI 54022 90 90 $1,555.10 

10 424280003041 1069 SPERL ST PATRICK M WALDERA 1069 SPERL ST WEST SAINT PAUL MN 55118-1657 75 75 $1,295.91 

11 424280003140 1083 SPERL ST VALENTINE D & PAMELA GESE 341 STANLEY ST E WEST SAINT PAUL MN 55118-1661 164 164 $2,833.73 

12 424280004010 1095 SPERL ST WALTER M & MARY MILLERBERND 1095 SPERL ST WEST SAINT PAUL MN 55118-1657 164 164 $2,833.73 

13 424280004140 341 BUTLER AVE E DANIEL J & JENNIFER MASRUD 341 BUTLER AVE E WEST SAINT PAUL MN 55118-1627 139 139 $2,401.76 

14 421275000220 1004 SPERL ST MARK & DENISE SEIDL 1004 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

15 421275000210 1010 SPERL ST NICHOLE M ALEXANDER 1010 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

16 421275000200 1014 SPERL ST MICHAEL R KROSKA 1014 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

17 421275000190 1020 SPERL ST RAFAEL & ARLENE C DELACRUZ 1020 SPERL ST WEST SAINT PAUL MN 55118-3215 54 54 $933.06 

18 421275000180 1024 SPERL ST MITCHELL JR WEST 1024 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

19 421275000170 1028 SPERL ST ADAM WICK 1028 SPERL ST WEST SAINT PAUL MN 55118 54 54 $933.06 

20 421275000160 1034 SPERL ST NICHOLAS HILPISCH 1034 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

21 421275000150 1040 SPERL ST CRUZ RUIZ III 1040 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

22 421275000140 1044 SPERL ST DAVID J KETTLER 1044 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

23 421275000130 1048 SPERL ST WILLIAM K BREZNY 1048 SPERL ST WEST SAINT PAUL MN 55118-1656 54 54 $933.06 

24 421275000120 1054 SPERL ST CHARITTE PAGUSARA 1054 SPERL ST WEST SAINT PAUL MN 55118 187 87 $1,503.26 100' credit 

25 424280002071 1066 SPERL ST JOSEPH R & DIAN ERICKSON 1066 SPERL ST WEST SAINT PAUL MN 55118-1658 179 79 $1,365.03 100' credit 

26 424280002090 1080 SPERL ST BENJAMIN F QUINN 1080 SPERL ST WEST SAINT PAUL MN 55118-1658 129 100 $1,727.88 29' credit 

27 424280005070 1094 SPERL ST JOHN L SCHAEFER 1094 SPERL ST WEST SAINT PAUL MN 55118-1659 129 89 $1,537.82 40' credit 

28 424280005080 351 BUTLER AVE E BANK OF AMERICA NA 400 COUNTRYWIDE SIMI VALLEY CA 93065 129 69 $1,192.24 60' credit 

29 421275000110 1053 FELIX ST EUSEBIO JUAREZ-LUNA 1053 FELIX ST WEST SAINT PAUL MN 55118-1638 135 86 $1,485.98 49'credit 

30 424280002062 358 ARION ST E MICHAEL KING 358 ARION ST E WEST SAINT PAUL MN 55118 70 70 $1,209.52 

31 424280002040 364 ARION ST E TARA K MCTEAGUE 364 ARION ST E WEST SAINT PAUL MN 55118 40 40 $691.15 

32 424280002030 366 ARION ST E CONRAD C & KATHLEEN HAAK 366 ARION ST E WEST SAINT PAUL MN 55118-1608 50 50 $863.94 

33 424280002020 370 ARION ST E CARLOS E & FLORENCIA LOPEZ 370 ARION ST E WEST SAINT PAUL MN 55118-1608 71 71 $1,226.80 

TOTAL 2912 2519 $43,525.40


APPENDIX D 

APPENDIX D – PUBLIC FACILITIES & SPECIAL ASSESSMENT 

POLICY 



City of West St. Paul 

Special Assessment Policy 

Revised 5/14/12 

SECTION I – PURPOSE, POLICY, AND LIMITS 

A. Purpose 

The purpose of these Special Assessment Policies is to set forth the policies and procedures for the 

determination of benefit and the assessment of cost of the various public improvements which are 

constructed and installed by the City of West St. Paul pursuant to Minnesota law and the order of the 

City Council. These policies shall serve as a guide for current and future City Councils and for all 

persons concerned with such matters. It is the intent and purpose of these policies to provide for and 

insure consistent, uniform, fair and equitable treatment, insofar as is practical, lawful, and possible, 

of all property owners in regard to the assessment of cost for benefits to property for the various 

improvements within the City of West St. Paul, MN. These policies shall be used in conjunction 

with the City’s Public Facilities Policy. 

Definition 

Special assessments are charges levied against real property for the cost of a public improvement 

that provides a “special benefit” to the properties that are assessed a charge. Special assessments are 

a direct function of the enhancement of value or the benefit which a specific improvement gives the 

property. 

Special Assessment Uses 

Special assessments may be used to pay the cost of all or a portion of public improvement projects 

including the maintenance and/or repair of the City’s infrastructure. Improvement projects include, 

but are not necessarily limited to, the construction and/or reconstruction of, the installation and/or 

replacement of water main systems, sanitary sewer systems, storm sewer systems, road and street 

construction and/or reconstruction, construction and/or replacement of sidewalks, curbing and 

gutters. 

The Benefit Principle 

Special assessment may be levied only upon property receiving a special benefit from the 

improvement. The rate must be uniform and levied equally upon all property receiving special 

benefits. Assessment must be confined to property benefited, and THE AMOUNT OF THE 

ASSESSMENT MUST NOT EXCEED THE BENEFIT. 

B. Procedures and Policy 

The City shall follow the procedures set forth in MN Stat. Chapter 429. The statutes should be 

referred to particularly in determining publication and notice requirements. The City Council of the 

City of West St. Paul hereby declares that the Assessment Policies contained herein are the policies 

that the City is dedicated to follow as nearly as possible and practical. 

Special_Assessment_Policy - Final 5-14-12.docx 1

C. Limits 

The Council reserves the right to vary from these policies if the policies act to create obvious 

inequities, or where the assignment of benefit to a particular property is difficult because of an 

extreme and unusual situation, or if such variance is deemed to be in the best interest of the City. 

D. Review and Modifications 

The Council may, by resolution, modify this policy at any time. 

SECTION II – SPECIFIC POLICIES RELATING TO SPECIAL ASSESSMENTS 

A. Assessments 

The total amount of assessment for a public improvement project shall not exceed the project cost 

and shall be apportioned equally among properties having the same general land use based on 

benefit. The project cost of an improvement includes the costs of all necessary construction work 

required to accomplish the improvement, including: 

• Engineering Fees 

• Legal Fees 

• Administrative Fees 

• Financing 

• Other Contingent Costs 

• Acquisition of Right-of-Way and Other Property 

These costs will typically range from 16 to 20% of the total construction cost. 

B. Assessment Period 

The standard term of assessment for public improvements shall be based upon the type of 

improvement made, as listed on the following page. The term of any assessment will generally not 

exceed the term of a bond’s duration when a bond is issued to finance the project’s costs. Any 

assessment that is less than $100.00 shall be prepaid or shall be certified as the entire amount 

payable in one installment in the upcoming year. The Council may, however, establish a shorter or 

longer term if it is determined to be in the best interest of the City. 


Type of Improvement Allocation of Cost (City/Property Owner) Assessment 

Period 

Temporary Street Surfacing 

(including Storm Sewer, 

Curbs and Gutters) 

Overlay/Rehab – 75/25 assessable by front 

footage 

Patching/Sealcoating – 0% assessable – 

10 years 

Permanent Street Surfacing 

(Including Storm Sewer, 

Curbs and Gutters) 

Sanitary Sewer & Water 

Laterals (NEW only) 

Sidewalks 

Alleys 

C. Interest Rate 

considered maintenance 

New Construction – 100% assessable by front 

footage 

Rebuild – 75/25 assessable by front footage 

Assessed 100% - allocated equally per unit 

(benefiting property) 

Any costs for oversized service will be born by 

property requesting service 

New – 100% assessed 

Replacement – 50/50 

Assessed 10/90% using property linear footage 

along alleyway. 

10 years 

20 years 

10 years 

10 years 

The finance charges include all costs of financing the project. These costs include, but are not 

limited to financial consultant’s fees, bond rating agency fee, bond attorney’s fees, carrying cost and 

capitalized interest and shall be equal to the “project costs” of the current project, minus city cost 

and other financial assistance. The interest to be used for special assessments shall be determined by 

the interest rate of the City’s most recently issued bond if that bond was issued within the previous 

two years. If the previous issue was more than two years prior to the assessment date, the rate shall 

be determined by the rate that the City would receive at the time of assessment as estimated by the 

City’s bond counsel. Additionally, there shall be an additional two percent (200 basis points) added 

to the rate to account for the costs listed above, assessment prepayment and default. The rate shall 

not exceed the legal maximum as stated in M.S. 429.061. 

D. Senior Citizen Deferrals 

Special assessments for senior citizen homeowners may be deferred pursuant to MN Stat 435.193 to 

435.195 

E. Partial and Full Prepayments of Assessments 

After the City Council has adopted the assessment roll in a local improvement hearing, the owner of 

any property specially assessed may, prior to certification of the assessment to the County Auditor, 

pay to the City Treasurer all or a portion of the assessment but not less than $100.00. The remaining 

unpaid balance (if any) shall be spread over the period of time established by the Council for 

installment payment of the assessment. 

At any time after certification to the County Auditor, the owner of any property against which 

special assessment have been levied may pay the full amount of the remaining assessment. Interest 

accrued to December 31 st of the year in which such a prepayment is made shall also be paid with the 

prepayment. If full payment is made prior to certification to the County Auditor, interest through 

December 31 st shall be waived. 


F. “Oversized” Facility Assessments 

When trunk utility lines, collector or arterial streets or similar “oversized” improvements are 

constructed, the assessments to directly benefited properties (e.g., those properties receiving water 

service from a trunk water main) shall be based upon the equivalent cost of a non-oversized 

improvement. 

The cost of the “oversized” portion of the improvement shall be assessed against a larger service 

area, shall be paid by the City or shall be funded by a combination of the two sources. 

G. Private Developer Projects 

A Private Developer Project is defined as: 1) A project where utilities are extended to a parcel of 

land where that parcel of land will be broken down into multiple parcels for the intent to sell the lots 

individually; or, 2) A single person purchases a parcel of land petitions for utilities to be extended 

and after construction does not homestead the property under the developers legal name for a 

minimum of one year. 

The City will not cost participate in private developer projects through the special assessment policy. 

I. Projects Completed with Costs Under Estimate 

Improvement costs shall be assessed according their actual costs. Estimates shall not provide the 

basis for the assessment amount. 

J. “Per Foot” Assessments for Streets and Road Improvements 

Street improvements shall, in general, be assessed according to the front footage of the benefiting 

property adjacent to the improvement with the following consideration for corner lots: 

Corner Lot Credit: The Total Assessable Footage (TAF) for a corner lot with both sides abutting 

work under this program shall be the total length of street frontage minus the lesser of the length 

of the longest side or 100 feet. Any allowable credit will not be applied until such time that the 

second side is considered for assessment. A similar credit may be applied to odd-shaped and/or 

double-frontage lots at the Council's discretion, except that double-frontage residential lots using, 

or potentially using, the rear street for garage access will be assessed at one-half the current 

street reconstruction rate for the rear lot width with no other credit allowed. 

When services are provided to common interest communities, town homes or condominiums, each 

parcel identification number shall be assessed as one parcel, with the front footage equally assessed 

to each unit. 

K. “Per Parcel” Assessments for Water Systems and Sanitary Sewer Systems 

Water and sanitary sewer improvement projects shall, in general, be assessed on a “per property 

parcel” basis, rather than a front footage basis. (This is also known as assessing on a unit basis.) 

In the case where there are one or more parcels that are substantially larger than the typical parcel in 

an improvement project, the Council may assess multiple units to a particular parcel. In making 

such a multiple assessment, the Council shall consider the minimum lot size and/or frontage 

permitted by the zoning ordinance. 

When services are provided to common interest communities, town homes or condominiums, each 

parcel identification number shall be assessed as one parcel. Common spaces within these 

complexes shall be assessed as one parcel if they are served with water and sanitary sewer services. 


L. Project Costs to be Assessed 

The total project cost to be assessed shall include any costs allowable under Minnesota Statutes 

Section 429. 

M. Tax Forfeited Properties 

Properties, which have been forfeited for non-payment of taxes, are subject to possible reassessment 

pursuant to MN Stat. Sec 429.071. The amount of special assessments subject to reassessment is 

determined by Council resolution following sale by the County for the tax-forfeited land. Following 

the sale of a tax forfeited property, the City may conduct an assessment hearing and re-assess the 

amount remaining unpaid on the original assessment. The assessment terms and conditions will be 

determined by the City Council. In reassessing such property, the City will follow the same 

procedure as for an original assessment under MN Stat. 429.061 including advance notice and public 

hearing. 

N. Tax Exempt Properties 

Government units including State agencies, cities, school districts, counties, private cemeteries, 

churches, hospitals, schools, and similar institutions must pay special assessments. Railroads are 

also not exempt from special assessments. Federal government entities shall be exempt from special 

assessments. 

O. Reapportionment 

Special assessments that have been levied against a tract of land that is subsequently subdivided may 

be reapportioned pursuant to MN Stat. Sec 429.071 and any applicable City Ordinances. 

P. Deferred Assessments 

Parcels certified as “Green Acres” by the County Assessor under MN Stat 273.111 may defer the 

assessment until such time as the property no longer meets the Green Acres requirements and no 

longer carries the designation. Any other deferral of assessments shall be allowed on a case-by-case 

basis to be approved by the City Council. 

Q. Right to Appeal 

Pursuant to MN Stat 429.081, any person aggrieved, who is not precluded by failure to object prior 

to or at the assessment hearing, or whose failure to object is due to a reasonable cause, may appeal to 

the district court by serving a notice upon the mayor or clerk of the City within 30 days after the 

adoption of the assessment. 

R. Assessable Alley Properties 

For an alley improvement project, only those lots that have an existing garage, driveway, or other 

reasonable access off the alley at the time of the public improvement hearing are to be assessed. 



APPENDIX E 

APPENDIX E – GEOTECHNICAL REPORTS 

2013 STREET IMPROVEMENTS 

AND 

2012 STREET & ALLEY IMPROVEMENTS

FEASIBILITY REPORT for 2013 Street Improvements ... - West St. Paul

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