feasibility report for 2016 infrastructure project draft · t:\0564 delano\180 - 2016 pavement...
TRANSCRIPT
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 [email protected] 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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November 2015 9-1
T:\0564 Delano\180 - 2016 pavement project\01-feasibility report\final report\Feasibility Report_2015_mle.docx
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
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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
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CT.
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UT
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D
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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
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LA
RK
RIV
ER
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MAPLE
UNTRY
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SH
AD
OW
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D
RU
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RM
RD.
HI
DOOW
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ANDREA
MAPLEWOOD DR.
MERRIMAN CT.
ASPEN
CIR.
DR.
MA
RS
H
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BO
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CIR.
WO
OD
S
ST.
EA
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OD
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N
AV
E. S.E.
72ndST.
S.E.
CO
UN
TR
Y
CH
AR
LES
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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 [email protected].
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
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DRAFT