WENCK File #0564-0180 November 2015

Prepared for:

City of Delano

234 2nd Street North

Delano, MN 55328

Prepared by:

WENCK Associates, Inc.

1800 Pioneer Creek Center Maple Plain, MN 55359 Phone: 763-479-4200 Fax: 763-479-4242

Feasibility Report for 2016 Infrastructure Project

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Table of Contents

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

1.1 Background: ............................................................................. 1-1

1.2 Purpose of this Report ............................................................... 1-2

2.0 FIELD OBSERVATIONS AND MEASUREMENTS ................................... 2-1

2.1 General .................................................................................... 2-1

2.2 Street (Pavement) and Curb Condition ......................................... 2-1

2.3 Sanitary Sewer Condition ........................................................... 2-2

2.4 Watermain Condition ................................................................. 2-2

2.5 Storm Sewer Condition .............................................................. 2-4

3.0 IMPROVEMENTS ............................................................................... 3-1

3.1 Street (Pavement), Sidewalks and Curb ....................................... 3-2

3.1.1 Width .......................................................................... 3-2

3.1.2 Parking ........................................................................ 3-2

3.1.3 Sidewalks and Trails ...................................................... 3-2

3.1.4 Alleys .......................................................................... 3-2

3.2 Sanitary Sewer ......................................................................... 3-3

3.2.1 All Castings and Adjustment Rings .................................. 3-3

3.2.2 Sanitary Sewer Service Inspection .................................. 3-3

3.2.3 Franklin/1st Street Area .................................................. 3-3

3.2.4 Merriman Drive ............................................................. 3-3

3.2.5 2nd Street/Railroad Ave .................................................. 3-3

3.3 WaterMain ................................................................................ 3-4

3.4 Storm sewer ............................................................................. 3-4

3.5 Other Improvements ................................................................. 3-4

3.5.1 Downtown Streetscape Plan ........................................... 3-4

3.5.2 Downtown Parking Lot ................................................... 3-4

4.0 EASEMENTS AND RIGHT OF WAY ...................................................... 4-1

5.0 PERMITS ........................................................................................... 5-1

6.0 ASSESSMENTS .................................................................................. 6-1

7.0 REVENUES AND EXPENSES ............................................................... 7-1

8.0 FEASIBILITY AND RECOMMENDATIONS ........................................... 8-1

9.0 PROJECT SCHEDULE .......................................................................... 9-1

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Table of Contents (Cont.)

TABLE

Table 1 – Costs for 2016 Project

FIGURES

Figure 1 – Capital Improvement Plan (CIP)

Figure 2 – Typical Streetscape Details

Figure 3a – Trail improvements

Figure 3b – Trail Improvements

Figure 4 – Ditch Improvements

Figure 5 – Franklin Ave Right of Way/Easement Needs

Figure 6 – Railroad Ave Right of Way/Easement Needs

APPENDICES

Appendix A – Project Area Improvement Detail Sheets

G-101 ................................. Cover Sheet

G-102 ............. Pavement Ranking System

C-101 ........... Railroad Ave E 0+00-10+50

C-102 ......... Railroad Ave E 10+50-21+50

C-103 .................. Railroad Ave E 21+50 -

C-104 ........................................ S 2nd St

C-105 .................. 1st Street 0+00-10+50

C-106 .... 1st Street/Franklin 10+50-20+50

C-107 ............................ Franklin 20+50-

C-108 .............Bridge Ave W 0+00-10+50

C-109 .................... Bridge Ave W 10+50-

C-110 ............ Buffalo Street 0+00-10+50

C-111 .......... Buffalo Street 10+50-20+50

C-112 ................... Buffalo Street 20+50-

C-113 ......... Merriman Drive 0+00-11+50

C-114 ....... Merriman Drive 11+50-19+90

C-115 .................. Merriman Ct and Elk St

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Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249

Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com

November 17, 2015

Phil Kern

City Administrator

City of Delano

234 2nd Street North

Delano, MN 55328

RE: Feasibility Report for 2016 Infrastructure Project

Wenck File #0564-180

Dear Mr. Kern:

Enclosed is the Feasibility Report for the 2016 Infrastructure Improvements Project.

Sincerely,

Wenck Associates, Inc.

Heather Libby, PE Shawn Louwagie, EIT

MN Registration #45801

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1.0 Introduction

The City of Delano has evaluated the overall condition of its infrastructure including

pavement, curb & gutter, sidewalks, sanitary sewer, and storm sewer in recent years. This

evaluation has occurred over several years and now serves as the basis for the City’s

infrastructure management plan.

1.1 BACKGROUND:

� In 2003, the City hired a consultant to rank the pavement condition of all city

streets. The final report also included the evaluation of some utilities including

sanitary sewer. Recommendations were provided for pavement rehabilitation and

general costs were estimated.

� Starting in 2009, the City revisited and updated previous rankings.

Recommendations for pavement rehabilitation were updated and construction costs

estimated. Several iterations of Pavement Capital Improvement Plans (CIPs) were

produced to evaluate project staging and impacts to the City’s general budget and

bonding capacity.

� The City of Delano was added to the State of MN Municipal State Aid (MSA) system

in 2007/08. Since that time, the City has been evaluating the best possible local

state aid road system to maximize revenues through the state and enable efficient

use of the funds toward the rehabilitation/reconstruction of key city streets. The

state will be modifying the MSA needs calculation in the upcoming year. This report

and project will include modifications to the City MSA system in anticipation of those

changes.

� In 2009, City staff and Council revisited the City’s special assessment policy. The

Council concluded to not include special assessments as a revenue source for street

and infrastructure reconstruction

� The Capital Improvement Plan (CIP) staging plan was finalized in 2012 and the first

project was started in 2013. The staging plan anticipates 4 additional infrastructure

projects, including the 2016 project, staged over a period of 15 years. A CIP staging

map is attached as Figure 1. This report addresses possible streets to be included in

Project #2 (the 2016 project). This Council and future Councils will maintain the

flexibility to advance or delay streets pending needs and the City’s financial capacity.

� Delano Public Works revaluated all street pavement conditions in 2015. These

rankings served as the basis for the CIP. The City Street Superintendent utilized MN

Asphalt Pavement Association (MAPA) ranking method. Pavement ranking

information was entered into the City’s GIS database. Utilizing City staff to complete

these rankings was cost-effective and enables the same individuals to update the

rankings at any time the City chooses.

� Delano Public Works has televised the entire sanitary sewer identified within the

limits of Project #2, and is finishing the televising of the storm sewer within the

project.

� Delano Public Works has located all manhole structures with a GPS unit. Staff has

also completed a visual inventory of all manhole structures documenting the

condition of the structure, rings, and castings. All data is kept and is accessible in

the City’s GIS. This field work and data collection was completed in 2012 and is

updated as necessary.

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� All curb and gutter and sidewalk within Project Area #2 was evaluated in the fall of

2015. Estimates for repair and replacement are included in this report.

� The anticipated streets to be improved in this project have been shared with Delano

Municipal Utility (DMU) staff. Several meeting with DMU staff have identified water

main replacement/upgrades deemed necessary in this project area.

1.2 PURPOSE OF THIS REPORT

This report is based on the previous work completed by City staff and Council. The purpose

of this report is to identify necessary infrastructure improvements, options for improvement,

estimated construction and project costs, possible sources of revenue to complete the

project, as well as, a project schedule to complete the work. This report presents our finding

on the proposed infrastructure improvements for the Project #2 area identified in previous

plans.

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2.0 Field Observations and Measurements

2.1 GENERAL

Public Works and Engineering staff has evaluated the overall infrastructure for Project #2

including pavement, curb & gutter, sidewalks, sanitary sewer, storm sewer and water main.

2.2 STREET (PAVEMENT) AND CURB CONDITION

Public Works staff rated all the city streets in 2015 based on the Minnesota Asphalt

Pavement Association (MAPA) pavement rating system. The pavement ratings were

categorized as following:

� 80-100, normal maintenance

� 69-79, mill and overlay

� 33-69, reclamation

� 0-32, reconstruction

The 2016 infrastructure improvements are based on the street ratings. Sheet G-102

displays the overall project plan area and identifies the type of repair proposed for that

section of roadway.

The curb for the entire project area was visually evaluated. The table below summarizes the

street ratings and curb condition:

Street

Name From/To

Bituminous

Rating Curb

Street

Improvement (based on bituminous

rating)

1st Street

County Rd 30 to

Franklin 21 Replace Reconstruct

2nd Street

Bridge Ave to Railroad

Ave 25 Spot Repairs Reconstruct

72nd Street

HWY 12 to Merriman

Drive Gravel No curb Reconstruct

Bridge Ave Hwy 12 Merriman Dr 72 Spot Repairs Mill/Overlay

Bridge Ave Buffalo to End 17 Replace Reconstruct

Buffalo St

72nd Street To Merriman

Dr 46 No curb Reclaim

Buffalo St

Merriman Dr to Bridge

Ave 50 Spot Repairs Reclaim

Elk St 48 Replace Reclaim

Franklin Ave 1st St to East End 22 No curb Reconstruct

Franklin Ave West End to 1st Street 32 Replace Reconstruct

Merriman Ct 29 Replace Reconstruct

Merriman Dr Buffalo to Elk 38 Replace Reclaim

Merriman Dr Elk to Merriman Ct 16 Replace Reconstruct

Merriman Dr Merriman Ct to End 83 Spot Repairs Routine

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Street

Name From/To

Bituminous

Rating Curb

Street

Improvement (based on bituminous

rating)

Maintenance

Merriman Dr End to 72nd St N/A N/A New Construction

Railroad Ave River St to 2nd St 32 Replace Reconstruct

Railroad Ave 2nd St to 3rd St 32 Replace Reconstruct

Railroad Ave 3rd St to 4th St 32 Replace Reconstruct

Railroad Ave 4th St to Tiger Dr N/A N/A New Construction

2.3 SANITARY SEWER CONDITION

Public Works performed televising of the sanitary sewer for the entire project area.

Additionally each manhole was rated. The data is maintained in the City’s GIS and is

available for further evaluation. Based on the televising and manhole ratings the sanitary

sewer has been rated as follows:

Street

Name From/To

Type of

Sewer

Sewer

Condition

Street

Improvement (based on sewer repair

needs)

1st Street County Rd 30 to Franklin Clay Replace Reconstruct

2nd Street Bridge Ave to Railroad Ave Clay Line Reconstruct

72nd Street HWY 12 to Merriman Drive Clay New Construct Reconstruct

Bridge Ave Hwy 12 Merriman Dr

Clay Line with Spot

Repairs Mill/Overlay

Bridge Ave Buffalo to End

Clay Line with Spot

Repairs Reconstruct

Buffalo St 72nd Street To Merriman Dr Clay/PVC Line Reclaim

Buffalo St Merriman Dr to Bridge Ave Clay Line Reclaim

Elk St Clay Replace Reconstruct*

Franklin Ave 1st St to East End Clay Replace Reconstruct

Franklin Ave West End to 1st Street Clay Line Reconstruct

Merriman Ct PVC Acceptable Reconstruct

Merriman Dr Buffalo to Elk

Clay Line with Spot

Repairs Reclaim

Merriman Dr Elk to Merriman Ct PVC Remove Sewer Reconstruct

Merriman Dr Merriman Ct to End PVC Acceptable Reconstruct

Merriman Dr End to 72nd St

N/A New

Construction New Construction

Railroad Ave River St to 2nd St Clay Line Reconstruct

Railroad Ave 2nd St to 3rd St Clay Replace Reconstruct

Railroad Ave 3rd St to 4th St Clay Line Reconstruct

Railroad Ave 4th St to Tiger Dr

N/A New

Construction New Construction * indicates that street improvement changed as a result of sewer repair need

2.4 WATERMAIN CONDITION

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The condition of the watermain in the project area was determined by meeting with the

Delano Municipal Utility interim general manager Paul Twite, and other staff. Further

revisions to the watermain improvement are being considered. Below is a draft list of

improvements identified:

Street Name From/To

Water

Condition

Street

Improvement (based on water repair

needs)

1st Street County Rd 30 to Franklin Replace Reconstruct

2nd Street Bridge Ave to Railroad Ave Replace Reconstruct

72nd Street HWY 12 to Merriman Drive New Construct Reconstruct

Bridge Ave Hwy 12 Merriman Dr Replace Reconstruct*

Bridge Ave Buffalo to End Replace Reconstruct

Buffalo St 72nd Street To Merriman Dr Partial Replace Reclaim

Buffalo St Merriman Dr to Bridge Ave Replace Reconstruct*

Elk St Replace Reconstruct*

Franklin Ave 1st St to East End Replace (upsize) Reconstruct

Franklin Ave West End to 1st Street Replace (upsize) Reconstruct

Merriman Ct Acceptable Reconstruct

Merriman Dr Buffalo to Elk Replace Reconstruct*

Merriman Dr Elk to Merriman Ct Acceptable Reconstruct

Merriman Dr Merriman Ct to End Acceptable Reconstruct

Merriman Dr End to 72nd St New Construct New Construction

Railroad Ave River St to 2nd St Replace Reconstruct

Railroad Ave 2nd St to 3rd St Replace Reconstruct

Railroad Ave 3rd St to 4th St Replace Reconstruct

Railroad Ave 4th St to Tiger Dr Partial Replace New Construction * indicates that street improvement changed as a result of water repair need

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2.5 STORM SEWER CONDITION

The storm sewer manholes, visible pipes and catch basins have been surveyed and are

shown on the drawings. Below is a summary of the currently condition of storm sewer in the

project area. Public Works is still televising pipes to determine condition of storm sewer

pipes and connections.

Street Name From/To

Catch basin

& Manhole

Condition

1st Street County Rd 30 to Franklin Fair

2nd Street Bridge Ave to Railroad Ave Good

72nd Street HWY 12 to Merriman Drive --

Bridge Ave Hwy 12 Merriman Dr Good

Bridge Ave Buffalo to End Poor

Buffalo 72nd Street To Merriman Dr --

Buffalo Merriman Dr to Bridge Ave --

Elk --

Franklin 1st St to East End Fair

Franklin West End to 1st Street --

Merriman Ct --

Merriman Dr Buffalo to Elk --

Merriman Dr Elk to Merriman Ct Fair

Merriman Dr Merriman Ct to End Good

Merriman Dr End to 72nd St --

Railroad Ave River St to 2nd St Fair

Railroad Ave 2nd St to 3rd St Fair

Railroad Ave 3rd St to 4th St Fair

Railroad Ave 4th St to Tiger Dr --

Good – no repairs required

Fair – spot repairs required

Poor – major repairs required

-- no existing storm sewer is present

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3.0 Improvements

Based on the analysis of the infrastructure condition; a summary table of the proposed

improvements is as follows:

Street

Name From/To Curb

Sewer

Condition

Catch

basin &

Manhole

Condition

Water

Condition

Street

Improvement

1st Street

County Rd 30 to

Franklin Replace Replace Fair Replace Reconstruct

2nd Street

Bridge Ave to

Railroad Ave

Spot

Repairs

Line

Good

Replace

Reconstruct

72nd Street

HWY 12 to

Merriman Drive No curb

New

Construction --

New

Construction Reconstruct

Bridge Ave

Hwy 12 Merriman

Dr

Spot

Repairs

Line with

Spot Repairs Good

Replace

Reconstruct*

Bridge Ave Buffalo to End Replace

Line with

Spot Repairs Poor

Replace

Reconstruct

Buffalo

72nd Street To

Merriman Dr No curb

Line

--

Partial

Replace Reclaim

Buffalo

Merriman Dr to

Bridge Ave

Spot

Repairs

Line

--

Replace

Reconstruct*

Elk Replace Replace -- Replace Reconstruct*

Franklin 1st St to East End No curb

Replace

Fair

Replace

(upsize) Reconstruct

Franklin

West End to 1st

Street Replace

Line

--

Replace

(upsize) Reconstruct

Merriman Ct Replace Acceptable -- Acceptable Reconstruct

Merriman Dr Buffalo to Elk Replace

Line with

Spot Repairs --

Replace

Reconstruct*

Merriman Dr Elk to Merriman Ct Replace

Remove

Sewer Good

Acceptable

Reconstruct

Merriman Dr

Merriman Ct to

End

Spot

Repairs

Acceptable

Good

Acceptable

Reconstruct

Merriman Dr End to 72nd St N/A

New

Construction --

New

Construction

New

Construction

Railroad Ave River St to 2nd St Replace Line Poor Replace Reconstruct

Railroad Ave 2nd St to 3rd St Replace Replace Fair Replace Reconstruct

Railroad Ave 3rd St to 4th St Replace Line Fair Replace Reconstruct

Railroad Ave 4th St to Tiger Dr N/A

New

Construction --

Partial

Replace

New

Construction * indicated that street improvement changed as a result of a utility improvement

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3.1 STREET (PAVEMENT), SIDEWALKS AND CURB

The pavement section for each street is based on the City of Delano standard street detail

as shown in Appendix A.

3.1.1 Width

Measurements were taken of the existing street width during the street ratings process. On

streets that are slated for reconstruction, the road will be reconstructed to the city standard

width of 32-feet. Downtown streetscape areas will be constructed in accordance with the

approved streetscape plans.

Streets that are identified as reclamation will be restored to the existing street width.

3.1.2 Parking

Below is a summary of street widths and available street parking. Additionally, if a street is

identified as a local collector the guidelines for State Aid should be followed for parking

requirements.

Total Width*

with No

Parking (feet)

Total Width with

Parking on One

Side (feet)

Total Width with

Parking on Both

Sides

City Standard 24 28 32

Local Collector Roads1

(State Aid Standard) 26 32 38 *total width is from face-to-face of curbs 1Railroad from River Street to Tiger Drive is identified as a local collector road

3.1.3 Sidewalks and Trails

Existing sidewalk condition was evaluated along roads within the project area. Replacement

areas are shown on Sheets included in Appendix A.

In general, sidewalks will not be added on streets where a sidewalk does not exist. However

a pedestrian connection is recommended along 1st Street and is shown on the plans.

The following trail connections have been included as improvements (see Figures 3a and

3b):

1. Clover Springs to Franklin Ave. west end

2. Franklin Ave. east end to Highway 12

3. Along Highway 12 north of the railroad bridge to Bridge Ave.

4. Railroad Ave. & Tiger Drive intersection to Elm Ave. (west side of Tiger)

3.1.4 Alleys

Consistent with past projects, the city has tried to pave existing gravel alley ways close to

infrastructure improvements projects. The alley between Railroad Ave/Bridge Ave and 3rd

Street/4th Street has been identified for paving.

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3.2 SANITARY SEWER

The condition of the existing sanitary sewer castings and manholes was evaluated and

required repairs are identified on the Sheets in Appendix A.

3.2.1 All Castings and Adjustment Rings

All sanitary castings and adjustment rings within Project #2 will be removed and replaced.

This will not only assist with matching the new pavement surface, but also reduce

infiltration/inflow (I/I) sources.

3.2.2 Sanitary Sewer Service Inspection

City Council is currently discussing a policy that would require inspection of sanitary sewer

services. The draft policy indicates that areas where the sanitary sewer main will be

replaced, the service lines will be replaced to just beyond the curb or sidewalk. On all

streets that have been identified for reconstruction, a video inspection will be performed of

each sanitary sewer service line regardless if the main will be replaced or is identified for a

future lining project. Services that are in need of repair will be replaced to behind the curb

(or sidewalk) at the time of the reconstruction. The homeowner will be given the option to

replace the remaining portion of the service to the house and would be assessed this cost.

3.2.3 Franklin/1st Street Area

Lowering the existing sanitary sewer through the wetland between Rockford Road and 1st

Street should be considered. When the HWY 12 project was completed the manhole at

Rockford Ave. was lowered such that there is an inside drop in the structure, which allows

the upstream pipe to be lowered. The current sanitary pipe through the wetland has

minimal cover, lowering this pipe would increase the burial depth. Where the pipe crosses

the drainage ditch the cover is so minimal that during ditch cleaning activities public works

has indicated that they have exposed the pipe.

Additional sanitary improvements in this area include replacement of the entire sanitary

sewer main and services along 1st street and Franklin Ave. Sewer flows on Franklin Ave will

be reversed towards the west and into the main along 1st Street rather than out to Highway

12 to eliminate the sanitary sewer minimal depth crossing at the ditch on the east end of

Franklin Ave.

3.2.4 Merriman Drive

The existing sanitary sewer between Buffalo Street and Elk St currently does not have any

services attached to it. All properties along this stretch of street have sewer access off of

other streets. This section of sanitary sewer is clay pipe, and therefore will be removed. All

sanitary sewer to the West of Elk is served by PVC pipe and flows to the West.

3.2.5 2nd Street/Railroad Ave

It was discovered during the 2013 infrastructure improvements project that there are

sanitary sewer services connected to the storm sewer. These services are assumed to be

located along Railroad Ave between 2nd and 3rd Street. The sanitary/storm connection will be

removed and the sanitary sewer service will be connected to the sanitary main.

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3.3 WATERMAIN

Further revisions to the watermain improvement are being considered. The DMU is basing

improvement needs on the current known condition of the watermain as well as the

pavement improvements being considered (ie, the DMU would like to avoid full watermain

replacement in areas where a street is not being considered for reconstruction).

3.4 STORM SEWER

Public works currently maintains the ditch system in Delano by periodically cleaning the

ditches. The ditch located southwest of the intersection of Tiger Drive and Elm Ave (Figure

4) has a segment that is very difficult to access and maintain. This report will look at

replacing this segment of open ditch to a closed piped ditch.

3.5 OTHER IMPROVEMENTS

3.5.1 Downtown Streetscape Plan

Costs have been provided to reconstruct the downtown areas (Railroad Avenue from River

Street to 3rd Street and 2nd Street) in accordance with the “Downtown Streetscape Plan”

prepared by SRF in 2006. See the attached Figure 2 depicting the nature of the streetscape

improvements. The improvements include sidewalks, street width of 39-feet which is

consistent with the streetscape plan, decorative lighting, and trees.

3.5.2 Downtown Parking Lot

The City is working towards executing leases with the property owners of the parking lot

located between River Street/2nd Street & Railroad Ave/Bridge Ave. to take over

management of this lot. If successful, the city would like to reconstruct this parking lot and

reconfigure striping to maximize the number of parking spaces.

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4.0 Easements and Right of Way

There are two areas where roadways exist but an easement or right of way is not defined.

The areas include the East end of Franklin Ave, and Railroad Ave between 4th Street and

Tiger Drive. Figures 5 and 6 show the right of way or easement needs for these two areas.

Easement/Right of Way costs will be negotiated with each property owner.

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5.0 Permits

Permits are required from the following agencies:

� Minnesota Pollution Control Agency (MPCA)

o Construction Stormwater Permit

o Sanitary Sewer Extension Permit

� Minnesota Department of Health

o Watermain Extension Permit

� Minnesota Department of Transportation

o Work with in MNDOT right of way

� Department of Natural Resources

o Permit for temporary wetland impacts

No public or private utilities within privately held easements are known to be impacted with

the proposed improvements.

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6.0 Assessments

In 2010 the city council reviewed the city’s assessment policy. The 2013 project was completed without assessments. It is proposed that this project be completed without

assessments to the individual property owners. An exception to this is the address of 407 Buffalo Street. This property is currently in Franklin Township and therefore does not pay taxes to the city of Delano. The city would

propose to assess this property for the improvements to Buffalo Street. The city’s assessment policy charges on the per unit basis. The assessment rate for this parcel has been determined by dividing the total improvement cost of the street by the number of

units. This parcel currently is not connected to city sewer and water so would not be charged improvement costs associated with sewer in water rather would be charge city connection costs when/if a connection to city sewer and water is sought. Below is a summary of the cost:

Number of Parcels 33

Street Improvement Construction Cost for Buffalo Street $ 474,822.45

Preliminary Assessment Amount $ 14,388.56

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7.0 Revenues and Expenses

A summary of the expenses for the recommended improvements is listed in the Table 1.

Assumptions:

� All costs include a 30% contingency. This includes a 10% construction cost

contingency as well as a 20% contingency for indirect costs. Indirect costs include

administration, engineering, and legal expenses.

� The current fund balances in the Sanitary Sewer and Storm Sewer may not be

sufficient to fully provide the necessary revenues as identified in the table. Any

shortages would need to be covered by General Street Levy funds.

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8.0 Feasibility and Recommendations

The project, as reviewed herein, is feasible as it relates to general engineering principles

and construction procedures and is in accordance with Delano’s overall Pavement

Management Plan.

This project is necessary to properly maintain existing streets and the safe flow of traffic

including sidewalks for pedestrians. The utility improvements for sanitary and storm sewer

are required in order to maintain and improve the current system.

The project is cost effective based on existing conditions and acceptable reconstruction

standards for street and utility improvements.

The following specific recommendations are provided for Council consideration:

1. As the Council considers which streets to include in the 2016 project, certain streets

will be moved forward or backward in the current CIP. It is recommended that the

Council update the CIP and City budget forecasts after each Infrastructure

Improvement project.

2. The Council has discussed a schedule to complete infrastructure improvement

projects. This first project was completed in 2013. The second project planned for

2016 consistent with the plan of a project completed every third year (i.e the next

project would occur in 2019). It is recommended that public works staff update

the pavement rankings on an annual basis.

3. It is recommended that the City continue to communicate with DMU.

Revisions to the CIP should be shared such that the Utility can properly plan for

efficient upgrades/repairs to the water supply and electrical distribution systems.

4. The City has started a GIS mapping and database program to assist in tracking

infrastructure data and evaluation information. This has proved to be useful in the

preparation of this report and will continue to be useful in maintenance activities. It

is recommended that pavement condition rankings, manhole inventories,

and sewer videos continue to be updated. As this information is updated, it

should be stored in the City’s GIS.

Specific infrastructure and project design recommendations:

5. It is recommended that Public Works continue to televise the storm sewer

system. Components within this project area should be the first priority.

6. It is recommended that downtown streetscape improvements be included in

this project. It would be efficient to include these improvements in conjunction with

the pavement reclamation and storm sewer improvements.

7. It is recommended that all sanitary, watermain and storm sewer extensions

in reconstruct streets be approved. It is timely to complete the drainage

improvements in conjunction with the pavement and curb reconstruction.

It is recommended that the City proceed with soil borings in streets that area

proposed for reconstruction.

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9.0 Project Schedule

Order Feasibility Study - Council Mtg 9/15/2015

Approve feasibility study – Council mtg 11/17/2015

Order public hearing – Council mtg 11/17/2015

Hire Appraiser to determine impact/valve of ROW 11/4/2015

Submit public hearing notice to legal (due prev Fri @ noon) 11/20/2015

Publish public hearing notice (2x)(Thurs) Nov 26 & Dec 3

Council approve offers to easement and ROW acquisitions 12/1/2015

3 days after 2nd publication 12/6/2015

Mail public hearing notices (min 10 days prior to PH) 12/5/2015

Hold Public Hearing – Council mtg 12/15/2015

Order Plan/Specs - Council Mtg 12/15/2015

Establish value offering for easement/ROW 11/23/2015

Meeting with property owners on ROW/easement – completed by 12/16/2015

Neighborhood meeting with all affected residents 1/20/2016

Approve plans/Authorize Ad for Bid – Council mtg 2/2/2016

Submit Ad for Bid to legal (due prev Fri @ noon) 2/5/2015

Publish Ad for Bid (2x)(Thurs) Feb 11 & 18

21 days after 1st publication 3/3/2016

Open bids 3/8/2016

Submit Bid Tab for Council Packet 3/9/2016

Review Bids/Award Contract – Council mtg 3/15/2016

Begin Construction 5/1/2016

Order Assessment Hearing – Council mtg 9/6/2016

Submit Assessment Hearing notice to legal 9/9/2016

Publish Assessment Hearing notice (1x)(Thurs) 9/15/2016

Mail Assessment Hearing notices 9/15/2016

14 days after mailings AND published notice 9/29/2016

Hold Assessment Hearing - Council mtg 10/4/2016

Substantial Completion 11/1/2016

Final Completion 12/1/2016

DRAFT

Tables

DRAFT

TABLE 1

CITY OF DELANO

2016 INFRASTRUCTURE IMPROVEMENT PROJECT

SUMMARY OF COSTS

STREET STORM SANITARY WATER TOTALS

1ST STREET 509,277.43$ 33,125.00$ 74,180.00$ 121,300.00$ 737,882.43$

2ND STREET 270,343.01$ -$ 6,550.00$ 32,320.00$ 309,213.01$

72ND STREET 83,439.81$ -$ -$ 22,900.00$ 106,339.81$

BRIDGE AVE 316,334.49$ 4,500.00$ 7,750.00$ 84,700.00$ 413,284.49$

BUFFALO ST 365,248.04$ 2,800.00$ 6,640.00$ 133,000.00$ 507,688.04$

ELK ST 75,588.08$ -$ -$ 16,200.00$ 91,788.08$

FRANKLIN 331,309.52$ 5,050.00$ 91,240.00$ 131,500.00$ 559,099.52$

MERRIMAN CT 100,168.28$ -$ -$ -$ 100,168.28$

MERRIMAN DR 443,559.60$ 9,075.00$ 30,400.00$ 34,900.00$ 517,934.60$

RAILROAD 1,113,897.61$ 73,950.00$ 20,000.00$ 140,000.00$ 1,347,847.61$

TRAILS 53,498.02$

3,609,165.87$ 128,500.00$ 236,760.00$ 716,820.00$ 4,744,743.89$

360,916.59$ 12,850.00$ 23,676.00$ 71,682.00$ 474,474.39$

20% INDIRECTS 721,833.17$ 25,700.00$ 47,352.00$ 143,364.00$ 948,948.78$

4,691,915.63$ 167,050.00$ 307,788.00$ 931,866.00$ 6,098,619.63$

SUBTOTALS

TOTAL

10% CONSTRUCTION CONTINGENCY

TOTAL ESTIMATED CONSTRUCTION COST

DRAFT

TABLE 2

CITY OF DELANO

2016 INFRASTRUCTURE IMPROVEMENTS PROJECT

DETAILED COST BREAKOUT

UNITS UNIT PRICE QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER

STREET

1 MOBILIZATION LUMP SUM $200,000.00 0.1 $20,000.00 0.1 $20,000.00 0.1 $20,000.00 0.1 $20,000.00 0.1 $20,000.00

2 CLEARING&GRUBBING TREE $500.00 $0.00 1 $500.00 40 $20,000.00

3 REMOVE CURB AND GUTTER LIN FT $5.00 3120 $15,600.00 630 $3,150.00 600 $3,000.00 1153 $5,765.00

4 REMOVE SEWER PIPE (STORM) LIN FT $10.00 68 $680.00 150 $1,500.00 320 $3,200.00

5 REMOVE SEWER PIPE (SANITARY) LIN FT $6.00 2500 $15,000.00 0 $0.00 30 $180.00 30 $180.00

6 REMOVE CIP WATER MAIN LIN FT $6.00 1560 $9,360.00 $0.00 1225 $7,350.00 1850 $11,100.00

7 REMOVE TRANSITE WATER MAIN LIN FT $6.00 423 $2,538.00 $0.00

8 BITUMINOUS PAVEMENT RECLAMATION SQ YD $2.00 5893 $11,786.67 2115 $4,230.00 150 $300.00 3117 $6,233.33

9 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $7.00 625 $4,375.00 0 $0.00 42 $291.67

10 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $5.00 583 $2,916.67 208 $1,041.67 333 $1,666.67

11 REMOVE CONCRETE WALK SQ YD $5.00 423 $2,115.00 222 $1,110.00

12 REMOVE CASTING EACH $100.00 3 $300.00 1 $100.00

13 REMOVE MANHOLE OR CATCH BASIN EACH $800.00 12 $9,600.00 1 $800.00 5 $4,000.00 1 $800.00

14 SAWING BITUMINOUS PAVEMENT LIN FT $3.00 418 $1,254.00 215 $645.00 40 $120.00 234 $702.00 398 $1,194.00

15 COMMON EXCAVATION - ON SITE (EV) CU YD $16.00 4017 $64,268.15 1304 $20,862.78 772 $12,359.26 2820 $45,123.96 3770 $60,320.00

16 SUBGRADE EXCAVATION (EV) CU YD $16.00 402 $6,426.81 130 $2,086.28 77 $1,235.93 282 $4,512.40 377 $6,032.00

17 SELECT TOPSOIL BORROW SPECIAL (LV) CU YD $25.00 286 $7,150.00 $0.00 55 $1,375.00 151 $3,781.25 441 $11,013.75

18 GEOTEXTILE FABRIC, TYPE V NON-WOVEN SQ YD $2.50 6153 $15,383.33 1998 $4,993.75 1183 $2,958.33 4320 $10,800.42 6600 $16,500.00

19 SELECT GRANULAR BORROW (MODIFIED) (CV) TON $11.00 4061 $44,673.20 1318 $14,501.85 781 $8,591.00 2852 $31,372.00 2200 $24,200.00

20 AGGREGATE BASE CLASS 5 100% CRUSHED TON $12.00 2707 $32,489.60 879 $10,546.80 521 $6,248.00 1901 $22,812.00 3054 $36,648.00

21 DRAIN TILE LF $10.00 3120 $31,200.00 846 $8,460.00 1650 $16,500.00 2300 $23,000.00

23 BITUMINOUS MATERIAL FOR TACK COAT GAL $4.50 251 $1,131.00 85 $380.70 48 $217.50 186 $838.13 280 $1,261.58

24 BITUMINOUS WEAR COURSE MIX TON $75.00 434 $32,516.25 146 $10,945.13 83 $6,253.13 321 $24,096.09 484 $36,270.28

25 BITUMINOUS BASE COURSE MIX TON $70.00 578 $40,464.67 195 $13,620.60 111 $7,781.67 428 $29,986.25 645 $45,136.35

26 TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) DRIVEWAY TON $85.00 67 $5,702.08 24 $2,036.46 38 $3,258.33 67 $5,702.08

27 TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) TRAIL TON $85.00 $0.00 $0.00

28 4" CONCRETE WALK SQ FT $5.00 7750 $38,750.00 6660 $33,300.00 2400 $12,000.00

29 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $11.50 3120 $35,880.00 846 $9,729.00 1650 $18,975.00 2300 $26,450.00

30 6" CONCRETE DRIVEWAY PAVEMENT SQ FT $6.00 5625 $33,750.00 375 $2,250.00

31 PEDESTRIAN CURB RAMP EACH $400.00 2 $800.00 6 $2,400.00 2 $800.00

32 TRUNCATED DOMES SQ FT $45.00 16 $720.00 48 $2,160.00 16 $720.00

33 TEMPORARY MAILBOXES INCL SALVAGE & REINSTALL LUMP SUM $30,000.00 0.1 $3,000.00 0.1 $3,000.00 0.1 $3,000.00 0.1 $3,000.00 0.1 $3,000.00

34 TRAFFIC CONTROL LUMP SUM $75,000.00 0.1 $7,500.00 0.1 $7,500.00 0.1 $7,500.00 0.1 $7,500.00 0.1 $7,500.00

35 TEMPORARY SIGNAGE - BUSINESS ACCESS LUMP SUM $5,000.00 0.1 $500.00 0.1 $500.00 0.1 $500.00 0.1 $500.00 0.1 $500.00

STORM SEWER

36 15" RC PIPE SEWER CLASS V LIN FT $35.00 585 $20,475.00 $0.00 40 $1,400.00

37 18" RC PIPE SEWER CLASS V LIN FT $38.00 $0.00 $0.00

38 CONST DRAINAGE STRUCTURE - 2' x 3' CB EACH $1,400.00 1 $1,400.00 $0.00 1 $1,400.00

39 CONST DRAINAGE STRUCTURE - 4' DIA CBMH EACH $2,250.00 5 $11,250.00 2 $4,500.00

SANITARY SEWER

40 CONNECT TO EXISTING SANITARY MANHOLE EACH $1,500.00 1 $1,500.00

41 INSTALL 4' DIA SANITARY MANHOLE EACH $2,250.00 6 $13,500.00 1 $2,250.00 3 $6,750.00 2 $4,500.00

42 8"x 6" PVC WYE EACH $150.00 32 $4,800.00

43 RECONNECT SANITARY SEWER SERVICE EACH $500.00 32 $16,000.00 1 $500.00

44 8" PVC PIPE SEWER SDR 35 LIN FT $38.00 250 $9,500.00 30 $1,140.00

45 6" PVC SANITARY SERVICE PIPE LIN FT $28.00 960 $26,880.00 100 $2,800.00

46 PUMPING - SANITARY SEWER BYPASS LUMP SUM $10,000.00 0.2 $2,000.00 0.1 $1,000.00 0.1 $1,000.00 0.1 $1,000.00

WATERMAIN

47 6" GATE VALVE AND BOX EACH $1,800.00 3 $5,400.00 2 $3,600.00 2 $3,600.00 3 $5,400.00 4 $7,200.00

48 6" WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $40.00 1560 $62,400.00 423 $16,920.00 300 $12,000.00 1250 $50,000.00 1850 $74,000.00

49 12" GATE VALVE AND BOX EACH $2,000.00 $0.00

50 12" WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $55.00 $0.00

51 CONNECT TO EXISTING WATER MAIN EACH $1,500.00 1 $1,500.00 1 $1,500.00 1 $1,500.00 1 $1,500.00 2 $3,000.00

52 INSTALL HYDRANT & VALVE EACH $5,000.00 4 $20,000.00 1 $5,000.00 1 $5,000.00 2 $10,000.00 5 $25,000.00

53 1" TYPE "K" COPPER PIPE LIN FT $30.00 960 $28,800.00 150 $4,500.00 540 $16,200.00 660 $19,800.00

54 6" WATERMAIN DUCTILE IRON CL 52 (HYD LEADS) LIN FT $40.00 80 $3,200.00 20 $800.00 20 $800.00 40 $1,600.00 100 $4,000.00

STREETSCAPE ITEMS

55 LIGHTING UNIT TYPE A EACH $7,500.00 6 $45,000.00

56 LIGHT BASE DESIGN A EACH $700.00 6 $4,200.00

57 CONDUIT AND WIRING LIN FT $15.00 850 $12,750.00

58 OVERSTORY TREES TREE $600.00 7 $4,200.00

59 TREE GRATE EACH $1,500.00 7 $10,500.00

EROSION CONTROL

60 EROSION CONTROL-GENERAL LUMP SUM $15,000.00 0.1 $1,500.00 0.1 $1,500.00 0.1 $1,500.00 0.1 $1,500.00 0.1 $1,500.00

61 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,000.00 1 $1,000.00 1 $1,000.00 1 $1,000.00 1 $1,000.00 1 $1,000.00

62 STORM DRAIN INLET PROTECTION - MAINTAINED EACH $150.00 6 $900.00 2 $300.00 2 $300.00 1 $150.0064 SODDING TYPE LAWN SQ YD $5.00 2600 $13,000.00 1410 $7,050.00 500 $2,500.00 1375 $6,875.00 4005 $20,025.00

$509,277.43 $33,125.00 $74,180.00 $121,300.00 $270,343.01 $0.00 $6,550.00 $32,320.00 $83,439.81 $0.00 $0.00 $22,900.00 $316,334.49 $4,500.00 $7,750.00 $84,700.00 $365,248.04 $2,800.00 $6,640.00 $133,000.00Subtotals

BRIDGE AVE72ND STREET2ND STREET1ST STREET BUFFALO ST

DRAFT

TABLE 2

CITY OF DELANO

2016 INFRASTRUCTURE IMPROVEMENTS PROJECT

DETAILED COST BREAKOUT

UNITS UNIT PRICESTREET

1 MOBILIZATION LUMP SUM $200,000.00

2 CLEARING&GRUBBING TREE $500.00

3 REMOVE CURB AND GUTTER LIN FT $5.00

4 REMOVE SEWER PIPE (STORM) LIN FT $10.00

5 REMOVE SEWER PIPE (SANITARY) LIN FT $6.00

6 REMOVE CIP WATER MAIN LIN FT $6.00

7 REMOVE TRANSITE WATER MAIN LIN FT $6.00

8 BITUMINOUS PAVEMENT RECLAMATION SQ YD $2.00

9 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $7.00

10 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $5.00

11 REMOVE CONCRETE WALK SQ YD $5.00

12 REMOVE CASTING EACH $100.00

13 REMOVE MANHOLE OR CATCH BASIN EACH $800.00

14 SAWING BITUMINOUS PAVEMENT LIN FT $3.00

15 COMMON EXCAVATION - ON SITE (EV) CU YD $16.00

16 SUBGRADE EXCAVATION (EV) CU YD $16.00

17 SELECT TOPSOIL BORROW SPECIAL (LV) CU YD $25.00

18 GEOTEXTILE FABRIC, TYPE V NON-WOVEN SQ YD $2.50

19 SELECT GRANULAR BORROW (MODIFIED) (CV) TON $11.00

20 AGGREGATE BASE CLASS 5 100% CRUSHED TON $12.00

21 DRAIN TILE LF $10.00

23 BITUMINOUS MATERIAL FOR TACK COAT GAL $4.50

24 BITUMINOUS WEAR COURSE MIX TON $75.00

25 BITUMINOUS BASE COURSE MIX TON $70.00

26 TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) DRIVEWAY TON $85.00

27 TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) TRAIL TON $85.00

28 4" CONCRETE WALK SQ FT $5.00

29 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $11.50

30 6" CONCRETE DRIVEWAY PAVEMENT SQ FT $6.00

31 PEDESTRIAN CURB RAMP EACH $400.00

32 TRUNCATED DOMES SQ FT $45.00

33 TEMPORARY MAILBOXES INCL SALVAGE & REINSTALL LUMP SUM $30,000.00

34 TRAFFIC CONTROL LUMP SUM $75,000.00

35 TEMPORARY SIGNAGE - BUSINESS ACCESS LUMP SUM $5,000.00

STORM SEWER

36 15" RC PIPE SEWER CLASS V LIN FT $35.00

37 18" RC PIPE SEWER CLASS V LIN FT $38.00

38 CONST DRAINAGE STRUCTURE - 2' x 3' CB EACH $1,400.00

39 CONST DRAINAGE STRUCTURE - 4' DIA CBMH EACH $2,250.00

SANITARY SEWER

40 CONNECT TO EXISTING SANITARY MANHOLE EACH $1,500.00

41 INSTALL 4' DIA SANITARY MANHOLE EACH $2,250.00

42 8"x 6" PVC WYE EACH $150.00

43 RECONNECT SANITARY SEWER SERVICE EACH $500.00

44 8" PVC PIPE SEWER SDR 35 LIN FT $38.00

45 6" PVC SANITARY SERVICE PIPE LIN FT $28.00

46 PUMPING - SANITARY SEWER BYPASS LUMP SUM $10,000.00

WATERMAIN

47 6" GATE VALVE AND BOX EACH $1,800.00

48 6" WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $40.00

49 12" GATE VALVE AND BOX EACH $2,000.00

50 12" WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $55.00

51 CONNECT TO EXISTING WATER MAIN EACH $1,500.00

52 INSTALL HYDRANT & VALVE EACH $5,000.00

53 1" TYPE "K" COPPER PIPE LIN FT $30.00

54 6" WATERMAIN DUCTILE IRON CL 52 (HYD LEADS) LIN FT $40.00

STREETSCAPE ITEMS

55 LIGHTING UNIT TYPE A EACH $7,500.00

56 LIGHT BASE DESIGN A EACH $700.00

57 CONDUIT AND WIRING LIN FT $15.00

58 OVERSTORY TREES TREE $600.00

59 TREE GRATE EACH $1,500.00

EROSION CONTROL

60 EROSION CONTROL-GENERAL LUMP SUM $15,000.00

61 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,000.00

62 STORM DRAIN INLET PROTECTION - MAINTAINED EACH $150.0064 SODDING TYPE LAWN SQ YD $5.00

Subtotals

QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER QTY STREET STORM SANITARY WATER

0.1 $20,000.00 0.1 $20,000.00 0.1 $20,000.00 0.1 $20,000.00 0.1 $20,000.00

$0.00 $5,000.00

370 $1,850.00 1600 $8,000.00 400 $2,000.00 2400 $12,000.00 2300 $11,500.00

40 $400.00 115 $1,150.00 $0.00

1320 $7,920.00 790 $4,740.00 500 $3,000.00

170 $1,020.00 1640 $9,840.00 390 $2,340.00 2175 $13,050.00

$0.00 $0.00 $0.00

658 $1,315.56 4022 $8,044.00 1037 $2,074.00 6495 $12,990.00 5239 $10,477.78

0 $0.00 125 $875.00 375 $2,625.00 25 $175.00

42 $208.33 417 $2,083.33 83 $416.67 667 $3,333.33 1194 $5,970.00

0 $0.00 766 $3,830.00

1 $100.00 4 $400.00

8 $6,400.00 7 $5,600.00 4 $3,200.00

89 $267.00 250 $750.00 90 $270.00 468 $1,404.00 260 $780.00

450 $7,192.16 3056 $48,896.00 677 $10,832.00 3970 $63,520.00 9000 $144,000.00

45 $719.22 306 $4,889.60 68 $1,083.20 396 $6,336.00 900 $14,400.00

34 $847.92 325 $8,125.00 50 $1,250.00 365 $9,120.83 400 $10,000.00

730 $1,824.31 4682 $11,705.00 1037 $2,592.50 6083 $15,207.50 14060 $35,150.00

482 $5,297.78 3090 $33,990.00 743 $8,173.00 4014 $44,154.00 9300 $102,300.00

321 $3,852.93 2060 $24,720.00 495 $5,940.00 2676 $32,112.00 6780 $81,360.00

370 $3,700.00 1600 $16,000.00 400 $4,000.00 2920 $29,200.00 6400 $64,000.00

30 $134.13 186 $837.00 52 $234.00 343 $1,542.25 587 $2,641.50

51 $3,856.09 322 $24,150.00 85 $6,375.00 591 $44,339.69 1015 $76,125.00

69 $4,798.69 430 $30,100.00 114 $7,980.00 576 $40,320.00 1350 $94,500.00

5 $407.29 48 $4,072.92 10 $814.58 77 $6,516.67 20 $1,700.00

$0.00 330 $28,050.00

4000 $20,000.00 12075 $60,375.00

370 $4,255.00 1600 $18,400.00 400 $4,600.00 2950 $33,925.00 6400 $73,600.00

1125 $6,750.00 3375 $20,250.00

2 $800.00 8 $3,200.00

16 $720.00 64 $2,880.00

0.1 $3,000.00 0.1 $3,000.00 0.1 $3,000.00 0.1 $3,000.00 0.1 $3,000.00

0.1 $7,500.00 0.1 $7,500.00 0.1 $7,500.00 0.1 $7,500.00 0.1 $7,500.00

0.1 $500.00 0.1 $500.00 0.1 $500.00 0.1 $500.00 0.1 $500.00

40 $1,400.00 115 $4,025.00 1000 $35,000.00

$0.00 500 $19,000.00

1 $1,400.00 2 $2,800.00 3 $4,200.00

1 $2,250.00 1 $2,250.00 7 $15,750.00

8 $18,000.00 6 $13,500.00

13 $1,950.00 10 $1,500.00

13 $6,500.00 10 $5,000.00

1365 $51,870.00 500 $19,000.00

390 $10,920.00 300 $8,400.00

0.2 $2,000.00 0.2 $2,000.00 0.1 $1,000.00

1 $1,800.00 4 $7,200.00 6 $10,800.00

170 $6,800.00 365 $14,600.00 2175 $87,000.00

3 $6,000.00

1620 $89,100.00

1 $1,500.00 1 $1,500.00 4 $6,000.00

1 $5,000.00 4 $20,000.00 2 $10,000.00 5 $25,000.00

60 $1,800.00 390 $11,700.00 240 $7,200.00

20 $800.00 80 $3,200.00 40 $1,600.00 100 $4,000.00

18 $135,000.00

18 $12,600.00

2250 $33,750.00

17 $10,200.00

17 $25,500.00

0.1 $1,500.00 0.1 $1,500.00 0.1 $1,500.00 0.1 $1,500.00 0.1 $1,500.00

1 $1,000.00 1 $1,000.00 1 $1,000.00

2 $300.00 5 $750.00 14 $2,100.00308 $1,541.67 1333 $6,666.67 262 $1,308.33 3317 $16,583.33 1917 $9,583.33

$75,588.08 $0.00 $0.00 $16,200.00 $331,309.52 $5,050.00 $91,240.00 $131,500.00 $100,168.28 $0.00 $0.00 $0.00 $443,559.60 $9,075.00 $30,400.00 $34,900.00 $1,113,897.61 $73,950.00 $20,000.00 $140,000.00

MERRIMAN CT RAILROADMERRIMAN DRFRANKLINELK ST

DRAFT

TABLE 3

CITY OF DELANO

2016 INFRASTRUCTURE IMPROVEMENT PROJECT

SUMMARY OF TRAIL IMPROVEMENT COSTS

UNITSQTY

UNIT

PRICE TOTAL COST QTYUNIT

PRICE TOTAL COST QTYUNIT

PRICE TOTAL COST QTYUNIT

PRICE TOTAL COST

TRAIL CONNECTIONS

1 SUBGRADE PREPARATION LUMP SUM 1 $2,000.00 $2,000.00 1 $500.00 $500.00 1 $2,000.00 $2,000.00 1 $4,000.00 $4,000.00

2 AGGREGATE BASE CLASS 5 100% CRUSHED TON 158 $12.00 $1,892.00 95 $12.00 $1,144.00 125 $12.00 $1,504.80 268 $12.00 $3,212.00

3 TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) TRAIL TON 69 $85.00 $5,848.00 42 $85.00 $3,536.00 0 $85.00 $0.00 117 $85.00 $9,928.00

4 4" CONCRETE WALK SQ FT 0 $5.00 $0.00 0 $5.00 $0.00 2660 $5.00 $13,300.00 0 $5.00 $0.00

5 SELECT TOPSOIL BORROW SPECIAL (LV) CU YD 48 $25.00 $1,194.44 29 $25.00 $722.22 21 $25.00 $527.78 81 $25.00 $2,027.786 SEEDING SQ YD 287 $0.15 $43.00 173 $0.15 $26.00 127 $0.15 $19.00 487 $0.15 $73.00

$10,977.44 $5,928.22 $17,351.58 $19,240.78

SEGMENT 1: Clover Springs

Connection

SEGMENT 2: Franklin Ave

East Connection

SEGMENT 3: Sidewalk along

Hwy 12

SEGMENT 4: Trail along Tiger

Drive

DRAFT

Figures

DRAFT

PREPARED BY THE

MINNESOTA DEPARTMENT OF TRANSPORTATION

IN COOPERATION WITH

U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATION

0

INTERSTATE TRUNK HIGHWAY............

COUNTY STATE AID HIGHWAY.......

STATE TRUNK HIGHWAY.................

COUNTY ROAD.........................

U.S. TRUNK HIGHWAY.............

CORPORATE LIMITS................

MUNICIPALITY OF

S

W

ATOSENNM

TRANS

PO

RT

AT

OND

EP

AR

TM

E

NT

OF

PUBLIC ROAD ....................

PRIVATE ROAD ...................

SCALE

LEGEND

N

E

35

10

55

23

15

2014BASIC DATA - 2008

0

1000 1000 2000 FEET

500 500 1000 METERS

DELANO

DELANO (WRIGHT COUNTY)

DELANO M.S.A.S.

MUNICIPAL COUNTY STATE AID STREET....

MUNICIPAL STATE AID STREET...........

COUNTY STATE AID HIGHWAY.............

COUNTY ROAD..........................

TRUNK HIGHWAY........................

MUNICIPAL STATE AIDSTREET SYSTEM

LEGEND

12 7

13 18

TII8N

10 11

15 14

ST.

6th

HE

NN

EPIN

CO.

WRIG

HT C

O.

HE

NN

EPIN

CO.

3012

AVE.

R25W R24W

T118N R25W

CO

UN

TY

LIN

E

RD.

RIVERVIEW

16

12

INDEPEN

DEN

CE

INDEPEN

DEN

CE

AVE.

PARK AVE.

MAPLE AVE.

AVE.

AVE.

AVE.

ST.

WA

LL

AC

E

OAK

ELM

BRIDGE

BUF

F

ALO

ST.

ROCK AVE.

RIV

ER

ST.

ST.

ST.

ST.

ST.

30

1716

AVE.

30 30 1117

17

W

OOD

OA

KRID

GE

DR.

DR.

SHA

DY

Cro

w

Fork

South

DR.

HONEYTREE

ROCKFORD AVE.

FREEMAN AVE.

CIR.

ST.

KE

LS

EY

BABCOCK BLVD.

ST.

WALNUT CT.

SH

AD

Y

OA

K

CIR.

MEA

DO

WD

R.

FORD

ST.

ST.

CIRCLE

139

139

1st

ST.

2nd

3rd

4th

5th

N

EL

K S

T.

E

GDIR

10th

TR.

DR.

CT.

WIL

LO

WD

R.

JOHNSON

DR.

VIXEN

FOX ST.

VIEAU

MA

RIE

CT.

CO

CT.

AMUR

CIR.

CREEK

DR.

DR.

SO

UT

HW

OO

D

VIS

TA

CIR.

EB

ER

SO

LE

AV

E.

S.E.

70th ST. S.E.

85th ST. S.E.

PARKVIEW

17

16

WRIG

HT C

O.

River

MARVIN

CT.

PARKWAY

SCENICC

T.

81st ST. S.E.

T118N R25W

2 1

11 12

INDUS

BLV

D.

TRIA

L

LLS

SAND PIPER

LA

RK

RIV

ER

ST.

PETER

MAPLE

UNTRY

DR.

SH

AD

OW

OO

D

RU

CKS

FA

RM

RD.

HI

DOOW

IRON

ANDREA

MAPLEWOOD DR.

MERRIMAN CT.

ASPEN

CIR.

DR.

MA

RS

H

TOWER DR.

CIR.

BO

NIT

A

CIR.

WO

OD

S

ST.

EA

ST

WO

OD

CIR.

DR.

ME

RRIMAN

EA

TO

N

AV

E. S.E.

72ndST.

S.E.

CO

UN

TR

Y

CH

AR

LES

OODW

ST

WE

ST.PETER AVE.

MEADOW

ROSE

CIRCLE

CR

OSSI C

T.

RID

GE

CIR.

13th

ST.

NGS

MAPLE

BNSF

Railway

CIR.

WOODDU

CK

CLOVER

DR.

WOODLAND

AVE.L

YN

N

CT.

AN

NE

CT.

2nd

MONTROSE

3rd

ST.

PRAIRIE

EEKCRST.

AVE.

DR.

th

4

ST.

90th ST. S.E.

DA

RR

OW

AV

E. S.E.

CIR.

AVE.

CL

OVER

CT.

CT.

AVE.KRAUSE

R.

D

S.W.

ST.

TOWN HALL

CIR.

3rd

YAWGREEN

3rd

ST.

ENDR

GA

AVE.CREEK

S.W.

ST.

5th

RD.

GOLDENRODCT.

R.T

NA

AN

V

SA

WILD IRIS

CIR.

CT.

SUNDROP

S.W.

ST.

FO

X

ME

AD

OW

FOXMEADOW

CT.

DR.

RD.

FRANKLIN

WATERTOWN

DA

VID

SO

N

AV

E. S.E.

th

10

OODWTH

OR

9th

ST.

16

30

17

139

12

12

12

SP

RIN

G

5th

104

105

122122

119

105

104

118

115

110

110

108

108

103

103

102

102

109

109BRIDGEAVE.

RAILROAD

17

119

GREENWAY

S.W.

SETT

LERS

W.

AVE. W.

ROCKFORD AVE. W.

RD.

BA

BC

OC

KB

LV

D.

W.

FRAN KLIN E.

E.

E.

ST.

S.

4th

N.

S.

S.

E.

TIG

ER

DR.

WAYCROSS

SING

7th

ST.

S.

1.

1.

1.

2.

TIG

ER

DR.

3.

3. BABCOCK CIR.

2. CROW RIVER DR.

1. KINGS POINTE DR.

E.

S.W.AVE.LYLE

T.

C

HID

DE

N

ST.

S.

3rd

N.

RIV

ER

ST.

N.

65th

ST.

S.E.

LINFRANK

WES

T

RIV

ER

RD.

WES

T

RIV

ER

RD.

E.

E.

E.

E.

E.

6th

ST.S.W.

6th

ST.

N.W.

5th

ST.

N.W.

W.

S.W.

3rd

ST.

S.W.

RIDGEWOOD LN.

2010 U.S. - POP. 5,464

124

124125

125

105

105

110

126

126 127

128

128

128

129

129

LN.

LN.

14th

LN.

LN.

LN.LN.

LN.

LN.

LN.

LN.

OFFICE OF TRANSPORTATION SYSTEM MANAGEMENT

(Please request at least one week in advance). an e-mail to ADArequest.dot@state.mn.us.

711 or 1-800-627-3529 (Minnesota Relay). You may also send call 651-366-4718 or 1-800-657-3774 (Greater Minnesota);

To request information from this document in an alternative format,

DRAFT

DRAFT

231 ft

DRAFT

231 ft

DRAFT

154 ft

DRAFT

1

2

3

4

6

5

FRANKLIN AVENUE W

1ST

ST

SW

2ND

ST

SW

BA

BC

OC

K B

LV

D W

/HW

Y 1

2

ROCKFORD AVE W

FRANKLIN AVENUE W

EXHIBIT OVERVIEW

SE 1/4 SECTION 11, TWP 118 N, RANGE 25 W, WRIGHT COUNTY, MN

DRAFT

1

2

4

5

6

7

8

9

10 11

12

4TH

ST

N

BRIDGE AVE E

FRANKLIN AVE E

TIG

ER

DR

IVE

3

5TH

ST

S

RAILROAD AVE W MAPLE RIDGE DR

RAILROAD AVENUE W

EXHIBIT OVERVIEW

SW 1/4 SECTION 12, TWP 118 N, RANGE 25 W, WRIGHT COUNTY, MN

DRAFT

Appendix A

DRAFT

DRAFT

DRAFT

RAILROAD AVE E

RAILROAD AVE E

DRAFT

RAILROAD AVE E

RAILROAD AVE E

DRAFT

RAILROAD AVE E

RAILROAD AVE E

DRAFT

S 2ND STREET

DRAFT

1ST STREET

1ST STREET

DRAFT

1ST STREET

FRANKLIN AVE W

DRAFT

FRANKLIN AVE W

FRANKLIN AVE W

DRAFT

BRIDGE AVE W

BRIDGE AVE W

DRAFT

BRIDGE AVE W

DRAFT

BUFFALO STREET

BUFFALO STREET

DRAFT

BUFFALO STREET

BUFFALO STREET

DRAFT

BUFFALO STREET

DRAFT

MERRIMAN DRIVE

MERRIMAN DRIVE

DRAFT

MERRIMAN DRIVE

MERRIMAN DRIVE

DRAFT

MERRIMAN COURT

ELK STREET

DRAFT

Toll Free: 800-472-2232 Email: wenckmp@wenck.com Web: wenck.com

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DRAFT