HomeMy WebLinkAboutItem 06.k Date: October 21, 2019 Item No.
RESOLUTION APPROVING FEASIBILITY REPORT AND
CALLING A PUBLIC HEARING FOR 170TH STREET IMPROVEMENTS
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution approving the
engineering feasibility report and calling a public hearing for 170th Street Improvements, City
Project 20-04.
Overview
The City Council authorized City staff to prepare a feasibility report for the 170th Street
Improvements project on September 3, 2019. The feasibility report has been completed.
Based on information in the Feasibility Report, the estimated cost for the 170th Street
Improvements project is $2,618,206. Recommended funding sources are Water Operating Fund,
Trail Improvement Fund, Sanitary Sewer Operating Fund, City issuance of debt which is repaid
with property tax levies, and special assessments to benefitting property owners (consistent with
the City’s Special Assessment Policy for Roadway Rehabilitation).
Primary Issues to Consider
• Citizen Comments
• Project Financing
Supporting Information
• Project Location Map
• Feasibility Report dated October 21, 2019
Financial Impact: $2,618,206 Budgeted: Y☒ N☐ Source: Multiple Sources
Related Documents: Lakeville 5-year Capital Improvement Plan (2020-2024)
Envision Lakeville Community Values: Design that Connects the Community
Report Completed by: Alex Jordan, Assistant City Engineer
Primary Issues to Consider
• Citizen Comments
A neighborhood meeting was held on September 30, 2019; there was no significant
opposition to the project. Multiple questions and comments were shared with City staff.
The primary topics were related to: individual construction impacts; existing localized
drainage concerns; speed awareness/traffic calming measures, construction traffic and
overall project scope.
• Project Financing
The City’s cost-share for roadway and storm sewer improvements, including storm
sewer repair/replacement, will be financed from the issuance of G.O. Improvement
Bonds. The City’s share of debt will be financed with taxes, which are repaid with
property tax levies.
Public watermain improvements, including the replacement of watermain will be
financed from the Water Operating Fund.
Public sanitary sewer improvements, including inflow and infiltration best
management practices, will be financed from the Sanitary Sewer Operating Fund.
Trail rehabilitation will be financed from the Trail Improvement Fund.
A summary of project funding sources is included in the table below.
Anticipated Funding Source Amount
GO Improvement bonds- Taxes 1,330,434$
GO Improvement bonds- Special Assessments 37,762
Water Operating Fund 737,862
Sanitary Sewer Operating Fund 3,661
Trail Improvement Fund 508,487
2,618,206$
CITY OF LAKEVILLE
RESOLUTION NO. 19-__
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC HEARING
FOR 170TH STREET IMPROVEMENTS
FLAGSTAFF AVENUE TO COUNTY STATE AID HIGHWAY 31 (PILOT KNOB ROAD)
WHEREAS, on October 21, 2019, the City Council received the feasibility report for the
proposed 170th Street Improvements between Flagstaff Avenue and County State Aid Highway
(CSAH) 31 (Pilot Knob Road), City Project 20-04.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lakeville:
1. The Feasibility Report for Project 20-04 is hereby approved.
2. A public hearing is hereby called for November 18, 2019 at 7:00 p.m. at the Council
Chambers of the City Hall and the Clerk shall give mailed and published notice of such
hearing and improvement as required by law.
ADOPTED by the Lakeville City Council this 21st day of October 2019.
______________________________
Douglas P. Anderson, Mayor
_________________________________
Charlene Friedges, City Clerk
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C P 2 0 -0 4170th S t r e e t I m p ro v e m e n t s
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
FEASIBILITY REPORT
170TH STREET IMPROVEMENT PROJECT
CITY PROJECT NO. 20-04
OCTOBER 21, 2019
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ..................................................................................................1
2. STREET AND UTILITY IMPROVEMENT PROJECT ....................................................2
2.1 Introduction .............................................................................................................2
2.1.1 Authorization ...............................................................................................2
2.1.2 Scope ............................................................................................................2
2.1.3 Data Available ..............................................................................................2
2.2 General Background ................................................................................................3
2.2.1 Project Location ...........................................................................................3
2.3 Existing Conditions .................................................................................................3
2.3.1 Roadway Surface ..........................................................................................3
2.3.2 Storm Sewer .................................................................................................5
2.3.3 Water Main ..................................................................................................5
2.3.4 Sanitary Sewer ..............................................................................................5
2.3.5 Wetlands ......................................................................................................5
2.4 Proposed Improvements ..........................................................................................6
2.4.1 Roadway Surface ..........................................................................................6
2.4.2 Storm Sewer .................................................................................................6
2.4.3 Water Main Improvements .........................................................................7
2.4.4 Sanitary Sewer Improvements .....................................................................7
2.4.5 Street Sign Replacement ...............................................................................7
2.4.6 Mailbox Impacts ..........................................................................................7
2.4.7 Permits/Approvals .......................................................................................7
2.4.8 Construction Access/Staging .......................................................................8
2.4.9 Public Involvement ......................................................................................8
3. FINANCING .......................................................................................................................9
3.1 Opinion of Cost .......................................................................................................9
3.2 Funding ....................................................................................................................9
4. PROJECT SCHEDULE .....................................................................................................11
5. FEASIBILITY AND RECOMMENDATION ..................................................................12
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
TABLE OF CONTENTS (continued)
Appendix A
Figure 1: Location Map
Appendix B
Opinion of Probable Cost
Appendix C
Assessment Map ID
Preliminary Assessment Roll
Appendix D
2019 Geotechnical Report – Log of Test Borings
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 1
1. EXECUTIVE SUMMARY
The 170th Street Improvement Project, City Project No. 20-04, was initiated based on the City’s
Pavement Management Program and the adopted 5-year Capital Improvement Plan. The 170th
Street Reconstruction Project includes that portion of 170th Street from Flagstaff Avenue to Pilot
Knob Road (CSAH 31), totaling approximately 5,290 feet (1.0 mile).
The 170th Street Improvement Project includes roadway reclamation improvements based on the
current roadway conditions. Reclamation of the existing bituminous pavement and aggregate
base, and roadway rehabilitation consisting of subgrade correction and new bituminous
pavement is recommended for the entire length of the project.
Rehabilitating portions of public utility infrastructure in need of maintenance with programmed
roadway improvements minimizes life-cycle costs, maintains the integrity and function of public
utility systems and minimizes construction and schedule impacts. Proposed utility improvements
include the following:
Repair or replacement of damaged or deficient storm sewer structures
Replacement of existing water main
Preventative maintenance of existing sanitary sewer structures
Completing trail improvements with programmed roadway improvements reduces construction
and schedule impacts, achieves construction efficiencies and economies of scale, and preserves
public park assets. Proposed trail improvements include trail reclamation, and trail rehabilitation
consisting of subgrade correction and new bituminous pavement, along both sides of 170th Street.
The total estimated project cost for the 170th Street Improvement Project is $2,618,206 and
includes a 10% contingency and 28% indirect costs for legal, engineering, administrative, and
financing costs. The project is proposed to be funded through special assessments to benefitting
property owners and City funds.
The project is proposed to be substantially completed in 2020, including restoration. The project
is feasible, necessary, and cost-effective from an engineering standpoint and should be
constructed as proposed herein.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 2
2. STREET AND UTILITY IMPROVEMENT PROJECT
2.1 Introduction
2.1.1 Authorization
On September 3, 2019, the Lakeville City Council authorized the preparation of an
engineering feasibility report for the 170th Street Improvement Project. This project is
included in the City’s adopted 5-year Capital Improvement Plan and designated as City
Project No. 20-04.
2.1.2 Scope
This report investigates the feasibility of proposed roadway improvements identified
through the City’s Pavement Management Program and programmed for 2020
construction in the adopted 5-year Capital Improvement Plan. The 170th Street
Improvement Project was initially considered because of poor existing surface conditions
that severely impact the ride quality of the roadway. The average Overall Condition Index
(OCI) value for 170th Street is 25 using an OCI scale of 0 to 100 (with zero representing a
failing street section and 100 representing a new street section free of deficiencies).
Improvements outlined within this report include bituminous roadway and trail
pavement reclamation, spot curb and gutter repairs, watermain replacement and minor
utility repairs and maintenance.
2.1.3 Data Available
Information and materials used in the preparation of this report include the following:
Record Plans
Water Main Repair Records
Dakota County Topography Maps
Field Observations of the Area
Geotechnical Evaluation Report, Braun Intertec, dated October 2019
Land Survey, Alliant Engineering, Inc., dated October 2019
Televising Reports for the Sanitary Sewer System
City of Lakeville Special Assessment Policy Relating to the Rehabilitation of
Roadways
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 3
2.2 General Background
2.2.1 Project Location
170th Street, from Flagstaff Avenue to Pilot Knob Road (CSAH 31) is proposed to be
reconstructed as a part of the 170th Street Reconstruction Project. The project area is
shown in the figure contained within Appendix A of this report.
2.3 Existing Conditions
2.3.1 Roadway Surface
170th Street is classified as a major collector roadway in the City’s Comprehensive
Transportation Plan and is constructed as an urban two-lane roadway with turn lanes at
the intersections of Flagstaff Avenue and Pilot Knob Road. 170th Street includes
dedicated westbound right and left turn lanes at Flagstaff Avenue, and a dedicated
eastbound turn lane and share thru-left turn lane at Pilot Knob Road, and right-turn
lanes into North Trail Elementary School. The entire length of the project area is
urbanized, with concrete curb and gutter and storm sewer to collect runoff from the
roadway and provide drainage for the street. The segment of 170th Street within the
project limits was last reconstructed in 1996.
Within the project limits, 170th Street is aging and experiencing various severities of
distresses including: alligator, transverse and longitudinal cracking, potholes and rutting.
The City’s Public Works Department completes patching of the potholes on a yearly basis
to maintain the drivable surface of the roadway. The majority of the curb and gutter is in
fair condition with instances of cracking and settlements resulting in drainage issues.
The project area contains trees, landscaping, irrigation systems and a variety of other
private improvements beyond the edge of the roadway within City right-of-way.
Along the north and south sides of 170th Street there are existing 8-foot wide bituminous
trails. The bituminous trail along the south side and segments along the north side of
170th Street were constructed in 1996 as a part of the last 170th Street reconstruction
project. The trail along the northeast portion of 170th Street, from Fieldcrest Avenue to
Pilot Knob Road, was constructed with residential development construction in the early
2000’s. Generally, existing pedestrian ramps do not meet the current Americans with
Disabilities Act (ADA) design standards.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 4
The photos below illustrate the pavement distresses along 170th Street.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 5
Geotechnical soil borings were completed during the fall of 2019, to determine the
existing street section. A copy of the geotechnical soil boring logs may be found in
Appendix D of this report.
2.3.2 Storm Sewer
Storm sewer facilities within the 170th Street Reconstruction Project area are comprised of
concrete curb and gutter and the public storm sewer system. Runoff collected along 170th
Street is conveyed via storm sewer either to North Creek south of 170th Street or
stormwater management basins along the project area.
Historically, the existing curb and gutter and storm sewer system along 170th Street have
functioned adequately with isolated segments of settling resulting in drainage issues. Due
to the flat profile of the roadway, the centerline crown has continued to wear away over
time. The lack of roadway crown has caused isolated drainage issues and has contributed
to the pavement deterioration along the roadway due to standing water.
2.3.3 Water Main
The existing water main located within the 170th Street Reconstruction Project is 12-inch
cast iron pipe (CIP) and was installed in the early 1970’s. Maintenance records indicate
there have been at least two (2) recorded water main breaks along 170th Street since the
watermain was installed.
2.3.4 Sanitary Sewer
The sanitary sewer located within the 170th Street Reconstruction Project is primarily
located in local streets perpendicular to 170th Street and consists of 8-inch and 10-inch
polyvinylchloride pipe (PVC) that was installed in the 1990’s.
In the fall of 2019, the City’s Public Works Department televised the sanitary sewer and
inspected all of the sanitary sewer manholes. No repairs were identified with the
inspection.
2.3.5 Wetlands
No wetland impacts are anticipated with the proposed improvement project.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 6
2.4 Proposed Improvements
2.4.1 Roadway Surface
Surface improvements proposed with the 170th Street Reconstruction Project include the
full-depth reclamation of the roadway with isolated subgrade corrections as necessary,
full-depth reclamation of the bituminous trails and spot curb and gutter replacement.
Reclamation is the process by which the existing deteriorating roadway surface is reused
as aggregate roadway base for the new street or trail section.
The street grades are proposed to closely match the existing grades so as to minimize
construction impacts to adjacent properties. Minor changes in street grade will occur in
isolated locations to improve roadway drainage.
170th Street will be reclaimed and reconstructed such that the street section will better
resist rutting and fatigue. It is proposed that 170th Street consist of the following
minimum section: 5-inches of bituminous wear course and 9-inches of reclaimed
aggregate base over an acceptable subgrade. 170th Street will be reconstructed to match
the existing roadway width, which generally measures 36-feet (from face of curb to face of
curb).
A Special Assessment to one benefitting property along the corridor is proposed to fund
40% of the roadway surface improvements adjacent to that property identified for the
project, with the remaining 60% funded using City Street and Utility Funds. The
remainder of the project will be funded using City Street, Utility and Park Funds.
2.4.2 Storm Sewer
Reconstruction of 170th Street provides the opportunity to improve drainage conditions
by repairing and replacing existing storm sewer facilities. Potential drainage
improvements to be evaluated with final design of the project include: replace existing
drainage structures, adjusting frame ring and castings, and minor ditch grading.
A Special Assessment to one benefitting property is proposed to fund 40% of the storm
sewer improvements identified for the project adjacent to the property with the
remaining 60% funded using City Street and Utility Funds.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 7
2.4.3 Water Main Improvements
The existing water main is approaching end of life and has experienced at least two
recorded water main breaks within the project area and is susceptible to increased breaks
due to the age and condition of the pipe. The reconstruction of 170th Street provides the
opportunity to replace the water main with PVC pipe and improve the overall system.
City Utility Funds are proposed to fund the water main improvement costs.
2.4.4 Sanitary Sewer Improvements
No repairs were identified with the sanitary sewer inspection, the only proposed
modifications are to adjust manhole frame ring and castings. Inflow and infiltration
enhancements will be made to the infrastructure with this project. City Utility Funds are
proposed to fund the sanitary sewer improvement costs.
2.4.5 Street Sign Replacement
All existing street signs within the project will be replaced with new street signs that meet
the Federal Highway Administration’s (FHWA) requirements for retro-reflectivity.
A Special Assessment to one benefitting property is proposed to fund 40% of the street
sign improvements identified for the project adjacent to the property with the remaining
60% funded using City Street Funds.
2.4.6 Mailbox Impacts
No mailboxes are located within the 170th Street right-of-way; all mailboxes are located
within the side streets for each property. Therefore, no impacts to mail delivery are
anticipated.
2.4.7 Permits/Approvals
A National Pollutant Discharge Elimination System (NPDES) permit for construction
activity will be required due to more than one (1) acre being disturbed by construction
activities associated with the project.
A Department of Health (DOH) Permit for watermain installation is required.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 8
2.4.8 Construction Access/Staging
The contractor will be responsible for providing access to all properties throughout the
project. Adequately signed detours will be identified to direct traffic around the
construction zones and notify users of the increased truck and construction activity.
Construction will take place under traffic. Construction will likely begin in June of 2020
to minimize impacts to school traffic. Detailed construction phasing plans will be
developed with final design of the project.
2.4.9 Public Involvement
A public information meeting was held for the project to present the proposed
improvements to property owners within the proposed project area. The neighborhood
meeting was held on September 30, 2019 and included information regarding the
proposed improvements, impacts, schedule and funding associated with the project. The
intent of the meeting was to provide information to property owners regarding the
roadway improvements and utility improvements and solicit comments from the
property owners. The primary concerns that were shared at the meeting included: high
speeds, construction truck hauling, roadway weight restrictions, and poor pavement
conditions.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 9
3. FINANCING
3.1 Opinion of Cost
Detailed opinions of cost for the project can be found in Appendix B of this report. The opinions
of cost incorporate estimated 2020 construction costs and include a 10% contingency factor.
Indirect costs are projected at 28% of the construction cost and include engineering, legal,
financing, and administrative costs.
Table 2 below provides a summary of the opinions of probable cost for the 170th Street
Reconstruction Project.
Table 2 – 170th Street Reconstruction Project
Summary of Cost
Schedule Amount
Schedule A – Street Improvements $1,175,258
Schedule B – Storm Sewer Improvements $192,938
Schedule C – Water Main Improvements $737,862
Schedule D – Sanitary Sewer Improvements $3,661
Schedule E – Trail Improvements $508,487
TOTAL $2,618,206
3.2 Funding
Financing for the 170th Street Reconstruction Project will come from City Funds and Special
Assessments.
Special Assessments to benefitting properties include one parcel as it has direct driveway access
to 170th Street. The assessment is proposed to fund 40% of the street and storm sewer
improvements adjacent to that parcel with the remaining 60% funded using City Funds. The
assessment for this project was calculated on a per residential equivalent unit (REU) basis
consistent with the City’s Assessment Policy.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 10
The total assessable frontage for the 170th Street Reconstruction Project is 733.94 linear feet
(6.9% of the total project length). The special assessment was calculated as follows:
Street Estimated
Surface and
Storm Sewer
Improvement
Costs
Prorated for
Assessable
Frontage
(6.9%)
Assessable
Costs
(40%)
Residential
Equivalent
Units (REU)
Estimated Assessment
Amount per REU
170th Street $1,368,196 $94,406 $37,762 7 $5,394.57
The funding level anticipated through the levy of Special Assessments to benefitting property
owners for street improvements is $37,762 with the following proposed assessments:
Residential Equivalent Unit Assessment Rate… ........................................ $5,394.57 per REU
The proposed assessment roll is included in Appendix C of this report, along with an Assessment
Map ID highlighting the benefitting property and the assessment calculations for the benefitting
property owner.
Table 3 – 170th Street Improvement Project
Funding Summary
Funding Source Amount
GO Improvement bonds - Taxes $1,330,434
GO Improvement bonds – Special Assessments $37,762
City Sanitary Sewer Operating Fund $3,661
City Water Operating Fund $737,862
City Trail Improvement Fund $508,487
TOTAL $2,618,206
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 11
4. PROJECT SCHEDULE
The proposed project schedule for the 170th Street Reconstruction Project is as follows:
Order Feasibility Report .................................................................................. September 3, 2019
Accept Feasibility Report/Order Public Hearing ........................................... October 21, 2019
Public Hearing/Order Project/Authorize Ad for Bids .............................. November 18, 2019
Open Bids/Compute Assessments ................................................................. February 20, 2020
Declare Costs/Set Assessment Hearing ................................................................ March 2, 2020
Assessment Hearing/Award Contract .................................................................... April 6, 2020
Begin Construction* ...................................................................................................... June 2020
Final Completion… ............................................................................................. November 2020
Certify Assessments to County .......................................................................... December 2020
* The project start date will be coordinated such that construction activity will commence after
the 2019-2020 school year.
Feasibility Report
170TH Street Improvement Project
City Project No. 20-04
Page 12
5. FEASIBILITY AND RECOMMENDATION
The 170th Street Reconstruction Project includes roadway reclamation, subgrade correction as
necessary, trail reclamation, spot curb and gutter repairs, watermain replacement, and minor
utility repairs.
The total estimated cost for the 170th Street Reconstruction Project including roadway, storm
sewer, water main, sanitary sewer, and trail improvements is $2,618,206. Proposed funding for
the project is provided through a combination of Special Assessments and City Funds.
This project is feasible, necessary, and cost-effective from an engineering standpoint. The project
feasibility is subject to financial review by the City. Based on the information contained in this
report, it is recommended to proceed with the improvements as outlined in this report.
Feasibility Report
170TH Street Reconstruction Project
City Project No. 20-04
APPENDIX A
Figure 1: Location Map
Feasibility Report
170TH Street Reconstruction Project
City Project No. 20-04
APPENDIX B
Opinion of Probable Cost
DATE:10/21/2019
ITEM DESCRIPTION UNIT UNIT COST QUANTITY PRICE
1 MOBILIZATION LS $125,000.00 1 $125,000.00
2 CLEARING TREE $500.00 10 $5,000.00
3 GRUBBING TREE $500.00 10 $5,000.00
4 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF $4.75 115 $546.25
5 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF $2.50 680 $1,700.00
6 REMOVE CURB & GUTTER LF $7.00 2125 $14,875.00
7 CONCRETE CURB AND GUTTER DESIGN B618 LF $30.00 2125 $63,750.00
8 7" CONCRETE VALLEY GUTTER LF $45.00 45 $2,025.00
9 7" CONCRETE DRIVEWAY SY $80.00 35 $2,800.00
10 REMOVE BITUMINOUS PAVEMENT SY $15.00 540 $8,100.00
11 SELECT GRANULAR EMBANKMENT ‐ SUBGRADE CORRECTION CY $20.00 770 $15,400.00
12 EXCAVATION ‐ SUBGRADE CORRECTION CY $15.00 770 $11,550.00
13 COMMON LABORERS HOUR $55.00 30 $1,650.00
14 STREET SWEEPER W/ PICKUP BROOM HOUR $150.00 50 $7,500.00
15 WATER MGAL $50.00 200 $10,000.00
16 FULL DEPTH RECLAMATION SY $2.00 22980 $45,960.00
17 FINISH GRADING ‐ STREET SY $1.00 23515 $23,515.00
18 SALVAGE AND RESPREAD RECLAIMED MATERIAL CY $11.00 220 $2,420.00
19 BITUMINOUS MATERIAL FOR TACK COAT GAL $1.00 2355 $2,355.00
20 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON $60.00 6642 $398,520.00
21 IRRIGATION SYSTEM REPAIR EACH $500.00 5 $2,500.00
22 INVISIBLE FENCE REPAIR EACH $500.00 5 $2,500.00
23 TRAFFIC CONTROL LS $25,000.00 1 $25,000.00
24 EROSION CONTROL SUPERVISOR LS $5,000.00 1 $5,000.00
25 STORM DRAIN INLET PROTECTION EACH $200.00 41 $8,200.00
26 CULVERT END CONTROL EACH $150.00 2 $300.00
27 SILT FENCE, TYPE MS LF $4.00 1550 $6,200.00
28 FLOTATION SILT CURTAIN ‐ TYPE MOVING WATER LF $20.00 20 $400.00
29 TOPSOIL BORROW CY $35.00 200 $7,000.00
30 FERTILIZER TYPE 3 LB $0.50 1500 $750.00
31 SEEDING AC $100.00 5 $500.00
32 SEEDING MIXTURE 25‐131 LB $3.00 1100 $3,300.00
33 HYDRAULIC BONDED FIBER MATRIX LB $1.00 12500 $12,500.00
34 4" SOLID LINE ‐ LATEX LF $0.20 1180 $236.00
35 4" BROKEN LINE _ LATEX LF $0.50 2379 $1,189.50
36 12" SOLID LINE ‐ LATEX LF $2.00 220 $440.00
37 4" DOUBLE SOLID LINE ‐ LATEX LF $0.40 2384 $953.60
38 CROSSWALK BLOCKS ‐ LATEX SF $1.50 410 $615.00
39 PAVEMENT MESSAGE ‐ LATEX SF $50.00 189 $9,450.00
$834,700.35
$83,470.04
$918,170.39
40 ADJUST FRAME & RING CASTING EACH $600.00 37 $22,200.00
41 REMOVE DRAINAGE STRUCTURE EACH $400.00 8 $3,200.00
42 REMOVE PIPE APRON EACH $150.00 1 $150.00
43 FILL SUMP DRAINAGE STRUCTURE EACH $600.00 9 $5,400.00
44 CONST DRAINAGE STRUCTURE DESIGN 48" ROUND EACH $4,000.00 3 $12,000.00
45 CONST DRAINAGE STRUCTURE DESIGN SPECIAL‐ 2'x3' EACH $2,000.00 4 $8,000.00
46 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $18,000.00 1 $18,000.00
47 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $14,000.00 1 $14,000.00
48 28" RC PIPE APRON AND SHEET PILING AND HEADWALL EACH $5,000.00 1 $5,000.00
49 RANDOM RIPRAP CLASS III CY $150.00 14 $2,100.00
50 RECONSTRUCT DRAINAGE DITCH SY $20.00 356 $7,120.00
51 REGRADE EXISTING DRAINAGE DITCH SY $10.00 23 $230.00
52 REMOVE SEWER PIPE (STORM) LF $20.00 278 $5,560.00
CITY OF LAKEVILLE
170TH ST IMPROVEMENT PROJECT ESTIMATE
CITY PROJECT 20‐04
SUBTOTAL SCHEDULE A: STREETS
10% CONTINGENCY
TOTAL SCHEDULE A: STREETS
SCHEDULE B: STORM SEWER
SCHEDULE A: STREETS
City of Lakeville, MN 1 Engineer's Estimate
DATE:10/21/2019
ITEM DESCRIPTION UNIT UNIT COST QUANTITY PRICE
CITY OF LAKEVILLE
170TH ST IMPROVEMENT PROJECT ESTIMATE
CITY PROJECT 20‐04
53 12" RC PIPE SEWER CLASS V LF $60.00 204 $12,240.00
54 15" RC PIPE SEWER CLASS V LF $65.00 42 $2,730.00
55 18" RC PIPE SEWER CLASS V LF $75.00 24 $1,800.00
56 SALVAGE CONCRETE PIPE STORM SEWER LF $50.00 24 $1,200.00
57 INSTALL CONCRETE PIPE STORM SEWER LF $50.00 24 $1,200.00
58 RC PIPE‐ARCH SEWER CL IIA LF $300.00 8 $2,400.00
59 REMOVE AND REPLACE TOP SLAB EACH $700.00 2 $1,400.00
60 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $400.00 2 $800.00
61 DRAIN TILE LF $20.00 10 $200.00
62 TRASH GUARD FOR 36" PIPE APRON EACH $800.00 1 $800.00
63 REPAIR DRAINAGE STRUCTURE EACH $200.00 19 $3,800.00
64 CONNECT TO EXISTING STORM SEWER EACH $400.00 13 $5,200.00
65 CONNECT TO EXISTING DRAIN TILE EACH $300.00 1 $300.00
$137,030.00
$13,703.00
$150,733.00
66 REMOVE DIP WATERMAIN LF $12.00 415 $4,980.00
67 ABANDON EXISTING WATERMAIN LF $8.00 5165 $41,320.00
68 4" INSULATION SY $45.00 12 $540.00
69 BORE WM LF $400.00 70 $28,000.00
70 CONNECT TO EXISTING WATERMAIN EACH $1,500.00 12 $18,000.00
71 8" GATE VALVE & BOX EACH $2,000.00 7 $14,000.00
72 12" GATE VALVE & BOX EACH $3,000.00 2 $6,000.00
73 6" WATERMAIN DUCTILE IRON CL 52 LF $45.00 15 $675.00
74 8" PVC C‐900 WATERMAIN LF $40.00 745 $29,800.00
75 12" PVC C‐900 WATERMAIN LF $55.00 6110 $336,050.00
76 DUCTILE IRON FITTINGS LB $11.00 3885 $42,735.00
77 ADJUST VALVE BOX EACH $450.00 2 $900.00
78 REMOVE HYDRANT EACH $750.00 1 $750.00
79 REMOVE GATE VALVE EACH $300.00 1 $300.00
$524,050.00
$52,405.00
$576,455.00
80 ADJUST FRAME AND RING CASTING WITH INFI‐SHIELD (SANITARY) EACH $650.00 4 $2,600.00
$2,600.00
$260.00
$2,860.00
81 REMOVE BITUMINOUS TRAIL SF $2.00 40000 $80,000.00
82 RECLAIM BITUMINOUS TRAIL FULL DEPTH SF $3.00 39500 $118,500.00
83 REMOVE CONCRETE WALK SF $2.00 1910 $3,820.00
84 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON $60.00 1592 $95,520.00
85 5" CONCRETE WALK SF $7.75 125 $968.75
86 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF $3.00 680 $2,040.00
87 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF $4.50 145 $652.50
88 CONCRETE PEDESTRIAN CURB RAMP SF $14.00 2820 $39,480.00
89 TRUNCATED DOMES SF $45.00 448 $20,160.00
$361,141.25
$36,114.13
$397,255.38
$2,045,473.76
$572,732.65
$2,618,206.41
28% INDIRECT COST TOTAL
TOTAL ESTIMATED CONSTRUCTION COST
10% CONTINGENCY
CONSTRUCTION SUBTOTAL:
SUBTOTAL SCHEDULE D: SANITARY SEWER
10% CONTINGENCY
TOTAL SCHEDULE D: SANITARY SEWER
SCHEDULE E: TRAIL
SUBTOTAL SCHEDULE E: TRAIL
SUBTOTAL SCHEDULE B: STORM SEWER
10% CONTINGENCY
TOTAL SCHEDULE C: WATERMAIN
TOTAL SCHEDULE E: TRAIL
10% CONTINGENCY
TOTAL SCHEDULE B: STORM SEWER
SCHEDULE C: WATERMAIN
SUBTOTAL SCHEDULE C: WATERMAIN
SCHEDULE D: SANITARY SEWER
City of Lakeville, MN 2 Engineer's Estimate
Feasibility Report
170TH Street Reconstruction Project
City Project No. 20-04
APPENDIX C
Assessment Map ID
Preliminary Assessment Roll
1FLAGSTAFF AVE170TH ST W
173RD ST WEXPERT CT173RDSTW EVENTIDE WAYDODD BLVDFARRAGO TRF L AGSTAFFWAYWFAIRHAVEN AVENORTH CREEK DR
16 9T H S T W
1 66T H S T W
EVENTIDEWAY
FIRESTONEPATHFIRMANCTFALKIRK TRL
FARADAY CTFIELDCREST CT ENFI
ELDWAYFAIRHILL AVE
169TH ST W ENDEAVORLNFIRESTONECIR
FIR
E
SID
E
L
N FAIRHILLCTE N FIE L D CTFALCONAVEFIRESTON E C T
FARADAYLN
F
A
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R
OO
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D
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FIELDCRESTAVEF
A
LL
BROOK C TFAIRMEADOW WAYELM CREEK CTE V ENING TERRACE ELMCREEKLNEVERESTPATH
F
I
RT
REEP L FESTAL AVEEUCLID AVEETHELTON AVEPILOTKNOBRDENCHANTEDCTENGLISHPATHDODD LNENFIELD PAT H
FINC
H
P
A
T
H FAIRMONT AVEFIRESTONEWAY170th Street Reconstruction Project
Parcel Assessment
0 400 800200
Feet
Project Location
Assessment Parcels ²
Project Name:170th Street Reconstruction ProjectDate: 10/21/2019City Project No.20-04Project Location:BUSINESS NAMEUSE DESCRIPTION1222650001010 INDEPENDENT SCHOOL DIST 192 ATTN: ACCOUNTS PAYABLE 20655 FLAGSTAFF AVE FARMINGTON MN 55024 5580 170TH ST W NORTH TRAIL ELEMENTARY RESIDENTIAL 7 5,394.57$ 37,762.00$ MAP ID PID170th Street Reconstruction ProjectSF RES. EQUIV. UNITSPROPOSED ASSESSMENTZIP CODE PROPERTY ADDRESSFEE OWNER ADDRESS CITY/STATEUNIT ASSESSMENT RATEFEE OWNER170th Street: Flagstaff Avenue to Pilot Knob Road (CSAH 31)FEE OWNER ADDRESS (CONT.)
Feasibility Report
170TH Street Reconstruction Project
City Project No. 20-04
APPENDIX D
2019 Geotechnical Report – Log of Test Boring
!(
!(
Fieldcrest CtFirestonePathFirestoneCirFlagstaffAveFirtreePl170thStW FieldcrestAveFirestoneWayST-2
ST-1
o
0 12060
Feet
11001 Hampshire Avenue S
Minneapolis, MN 55438
952.995.2000
braunintertec.com
Project No:
B1908307
CMF
8/1/2019
NL
8/28/2019
Soil Boring
Location
Sketch
B1908307_Bores
Drawing No:
!(Denotes Location of Standard
Penetration Test Boring
Figure 1Sheet:
1 of 4F:\2019\B1908307\GIS\B1908307_Bores.mxdDrawing Information
Project Information
Drawn By:
Drawn Drawn:
Checked By:
Last Modified:
1 2 3 4
1 inch = 120 feet
170th Street West
Reconstruction Project
Flagstaff Avenue to
Pilot Knob Road
Lakeville, Minnesota
Geotechnical Evaluation
!(
!(!(rhavenCtF a i r h i l l Av eFairhavenAveFairmontAveFairmeadowWay
170th S t W
Fe sta l Ave
ST-5
ST-4
ST-3
o
0 12060
Feet
11001 Hampshire Avenue S
Minneapolis, MN 55438
952.995.2000
braunintertec.com
Project No:
B1908307
CMF
8/1/2019
NL
8/28/2019
Soil Boring
Location
Sketch
B1908307_Bores
Drawing No:
!(Denotes Location of Standard
Penetration Test Boring
Figure 1Sheet:
2 of 4F:\2019\B1908307\GIS\B1908307_Bores.mxdDrawing Information
Project Information
Drawn By:
Drawn Drawn:
Checked By:
Last Modified:
1 2 3 4
1 inch = 120 feet
170th Street West
Reconstruction Project
Flagstaff Avenue to
Pilot Knob Road
Lakeville, Minnesota
Geotechnical Evaluation
!(
!(!(Eventide Way169th S t
EventideWayFairhillLaFairhillAve170th S t W
169th S t
Everest Path
Eve ning Te r
F a i r h i l l A ve
ST-7
ST-6ST-5
o
0 12060
Feet
11001 Hampshire Avenue S
Minneapolis, MN 55438
952.995.2000
braunintertec.com
Project No:
B1908307
CMF
8/1/2019
NL
8/28/2019
Soil Boring
Location
Sketch
B1908307_Bores
Drawing No:
!(Denotes Location of Standard
Penetration Test Boring
Figure 1Sheet:
3 of 4F:\2019\B1908307\GIS\B1908307_Bores.mxdDrawing Information
Project Information
Drawn By:
Drawn Drawn:
Checked By:
Last Modified:
1 2 3 4
1 inch = 120 feet
170th Street West
Reconstruction Project
Flagstaff Avenue to
Pilot Knob Road
Lakeville, Minnesota
Geotechnical Evaluation
!(
!(
!(EnfieldWayEn fi e l d Ct
169th S t
PilotKnobRdEnfi e l d P a th
170th S t W
")31
ST-10
ST-9
ST-8
o
0 12060
Feet
11001 Hampshire Avenue S
Minneapolis, MN 55438
952.995.2000
braunintertec.com
Project No:
B1908307
CMF
8/1/2019
NL
8/28/2019
Soil Boring
Location
Sketch
B1908307_Bores
Drawing No:
!(Denotes Location of Standard
Penetration Test Boring
Figure 1Sheet:
4 of 4F:\2019\B1908307\GIS\B1908307_Bores.mxdDrawing Information
Project Information
Drawn By:
Drawn Drawn:
Checked By:
Last Modified:
1 2 3 4
1 inch = 120 feet
170th Street West
Reconstruction Project
Flagstaff Avenue to
Pilot Knob Road
Lakeville, Minnesota
Geotechnical Evaluation
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