DRAFT. Feasibility Report for 2016 Infrastructure Project. City of Delano. WENCK File # November Prepared for:

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1 WENCK File # November 2015 Feasibility Report for 2016 Infrastructure Project Prepared for: City of Delano nd Street North Delano, MN Prepared by: WENCK Associates, Inc Pioneer Creek Center Maple Plain, MN Phone: Fax:

2 Table of Contents 1.0 INTRODUCTION Background: Purpose of this Report FIELD OBSERVATIONS AND MEASUREMENTS General Street (Pavement) and Curb Condition Sanitary Sewer Condition Watermain Condition Storm Sewer Condition IMPROVEMENTS Street (Pavement), Sidewalks and Curb Width Parking Sidewalks and Trails Alleys Sanitary Sewer All Castings and Adjustment Rings Sanitary Sewer Service Inspection Franklin/1 st Street Area Merriman Drive nd Street/Railroad Ave WaterMain Storm sewer Other Improvements Downtown Streetscape Plan Downtown Parking Lot EASEMENTS AND RIGHT OF WAY PERMITS ASSESSMENTS REVENUES AND EXPENSES FEASIBILITY AND RECOMMENDATIONS PROJECT SCHEDULE November 2015 i T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

3 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 Cover Sheet G Pavement Ranking System C Railroad Ave E C Railroad Ave E C Railroad Ave E C S 2 nd St C st Street C st Street/Franklin C Franklin C Bridge Ave W C Bridge Ave W C Buffalo Street C Buffalo Street C Buffalo Street C Merriman Drive C Merriman Drive C Merriman Ct and Elk St November 2015 ii T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

4 November 17, 2015 Phil Kern City Administrator City of Delano nd Street North Delano, MN RE: Feasibility Report for 2016 Infrastructure Project Wenck File # Dear Mr. Kern: Enclosed is the Feasibility Report for the 2016 Infrastructure Improvements Project. Sincerely, Wenck Associates, Inc. Heather Libby, PE MN Registration #45801 Shawn Louwagie, EIT Wenck Associates, Inc Pioneer Creek Center P.O. Box 249 Maple Plain, MN Toll Free Main wenckmp@wenck.com Web wenck.com

5 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 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 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. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

6 All curb and gutter and sidewalk within Project Area #2 was evaluated in the fall of 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. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

7 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: , 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 Street Bituminous Improvement (based on bituminous Name From/To Rating Curb rating) County Rd 30 to 1 st Street Franklin 21 Replace Reconstruct 2 nd Street Bridge Ave to Railroad Ave 25 Spot Repairs Reconstruct 72 nd 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 72 nd 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 1 st St to East End 22 No curb Reconstruct Franklin Ave West End to 1 st 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 November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

8 Street Name From/To Bituminous Rating Curb Street Improvement (based on bituminous rating) Maintenance Merriman Dr End to 72 nd St N/A N/A New Construction Railroad Ave River St to 2 nd St 32 Replace Reconstruct Railroad Ave 2 nd St to 3 rd St 32 Replace Reconstruct Railroad Ave 3 rd St to 4 th St 32 Replace Reconstruct Railroad Ave 4 th 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 Street Type of Sewer Improvement (based on sewer repair Name From/To Sewer Condition needs) 1 st Street County Rd 30 to Franklin Clay Replace Reconstruct 2 nd Street Bridge Ave to Railroad Ave Clay Line Reconstruct 72 nd 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 72 nd 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 1 st St to East End Clay Replace Reconstruct Franklin Ave West End to 1 st 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 72 nd St N/A New Construction New Construction Railroad Ave River St to 2 nd St Clay Line Reconstruct Railroad Ave 2 nd St to 3 rd St Clay Replace Reconstruct Railroad Ave 3 rd St to 4 th St Clay Line Reconstruct Railroad Ave 4 th 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 November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

9 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 Water Improvement (based on water repair Street Name From/To Condition needs) 1 st Street County Rd 30 to Franklin Replace Reconstruct 2 nd Street Bridge Ave to Railroad Ave Replace Reconstruct 72 nd 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 72 nd Street To Merriman Dr Partial Replace Reclaim Buffalo St Merriman Dr to Bridge Ave Replace Reconstruct* Elk St Replace Reconstruct* Franklin Ave 1 st St to East End Replace (upsize) Reconstruct Franklin Ave West End to 1 st 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 72 nd St New Construct New Construction Railroad Ave River St to 2 nd St Replace Reconstruct Railroad Ave 2 nd St to 3 rd St Replace Reconstruct Railroad Ave 3 rd St to 4 th St Replace Reconstruct Railroad Ave 4 th St to Tiger Dr Partial Replace New Construction * indicates that street improvement changed as a result of water repair need November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

10 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 November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

11 3.0 Improvements Based on the analysis of the infrastructure condition; a summary table of the proposed improvements is as follows: Street Sewer Catch basin & Manhole Water Street Name From/To Curb Condition Condition Condition Improvement County Rd 30 to 1 st Street Franklin Replace Replace Fair Replace Reconstruct Bridge Ave to Spot Line Replace 2 nd Street Railroad Ave Repairs Good Reconstruct 72 nd 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* Line with Replace Bridge Ave Buffalo to End Replace Spot Repairs Poor Reconstruct 72 nd Street To Line Partial Buffalo Merriman Dr No curb -- Replace Reclaim Merriman Dr to Spot Line Replace Buffalo Bridge Ave Repairs -- Reconstruct* Elk Replace Replace -- Replace Reconstruct* Replace Replace Franklin 1 st St to East End No curb Fair (upsize) Reconstruct West End to 1 st Line Replace Franklin Street Replace -- (upsize) Reconstruct Merriman Ct Replace Acceptable -- Acceptable Reconstruct Line with Replace Merriman Dr Buffalo to Elk Replace Spot Repairs -- Reconstruct* Remove Acceptable Merriman Dr Elk to Merriman Ct Replace Sewer Good Reconstruct Merriman Ct to Spot Acceptable Acceptable Merriman Dr End Repairs Good Reconstruct New New New Merriman Dr End to 72 nd St N/A Construction -- Construction Construction Railroad Ave River St to 2 nd St Replace Line Poor Replace Reconstruct Railroad Ave 2 nd St to 3 rd St Replace Replace Fair Replace Reconstruct Railroad Ave 3 rd St to 4 th St Replace Line Fair Replace Reconstruct New Partial New Railroad Ave 4 th St to Tiger Dr N/A Construction -- Replace Construction * indicated that street improvement changed as a result of a utility improvement November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

12 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 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 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) City Standard Local Collector Roads 1 (State Aid Standard) *total width is from face-to-face of curbs 1 Railroad from River Street to Tiger Drive is identified as a local collector road Total Width with Parking on Both Sides 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 1 st 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 Along Highway 12 north of the railroad bridge to Bridge Ave. 4. Railroad Ave. & Tiger Drive intersection to Elm Ave. (west side of Tiger) 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 3 rd Street/4 th Street has been identified for paving. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

13 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 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 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 Franklin/1 st Street Area Lowering the existing sanitary sewer through the wetland between Rockford Road and 1 st 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 1 st street and Franklin Ave. Sewer flows on Franklin Ave will be reversed towards the west and into the main along 1 st 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 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 nd 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 2 nd and 3 rd Street. The sanitary/storm connection will be removed and the sanitary sewer service will be connected to the sanitary main. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

14 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 Downtown Streetscape Plan Costs have been provided to reconstruct the downtown areas (Railroad Avenue from River Street to 3 rd Street and 2 nd Street) in accordance with the Downtown Streetscape Plan prepared by SRF in 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 Downtown Parking Lot The City is working towards executing leases with the property owners of the parking lot located between River Street/2 nd 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. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

15 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 4 th 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. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

16 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. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

17 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, Preliminary Assessment Amount $ 14, November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

18 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. November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

19 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 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 reconstruction. for November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

20 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 noon) 11/20/2015 Publish public hearing notice (2x)(Thurs) Nov 26 & Dec 3 Council approve offers to easement and ROW acquisitions 12/1/ days after 2 nd 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 noon) 2/5/2015 Publish Ad for Bid (2x)(Thurs) Feb 11 & days after 1 st 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/ 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 November T:\0564 Delano\ pavement project\01-feasibility report\final report\feasibility Report_2015_mle.docx

21 Tables

22 TABLE 1 CITY OF DELANO 2016 INFRASTRUCTURE IMPROVEMENT PROJECT SUMMARY OF COSTS SUBTOTALS STREET STORM SANITARY WATER TOTALS 1ST STREET $ 509, $ 33, $ 74, $ 121, $ 737, ND STREET $ 270, $ - $ 6, $ 32, $ 309, ND STREET $ 83, $ - $ - $ 22, $ 106, BRIDGE AVE $ 316, $ 4, $ 7, $ 84, $ 413, BUFFALO ST $ 365, $ 2, $ 6, $ 133, $ 507, ELK ST $ 75, $ - $ - $ 16, $ 91, FRANKLIN $ 331, $ 5, $ 91, $ 131, $ 559, MERRIMAN CT $ 100, $ - $ - $ - $ 100, MERRIMAN DR $ 443, $ 9, $ 30, $ 34, $ 517, RAILROAD $ 1,113, $ 73, $ 20, $ 140, $ 1,347, TRAILS $ 53, TOTAL $ 3,609, $ 128, $ 236, $ 716, $ 4,744, % CONSTRUCTION CONTINGENCY $ 360, $ 12, $ 23, $ 71, $ 474, % INDIRECTS $ 721, $ 25, $ 47, $ 143, $ 948, TOTAL ESTIMATED CONSTRUCTION COST $ 4,691, $ 167, $ 307, $ 931, $ 6,098,619.63

23 TABLE 2 CITY OF DELANO 2016 INFRASTRUCTURE IMPROVEMENTS PROJECT DETAILED COST BREAKOUT 1ST STREET 2ND STREET 72ND STREET BRIDGE AVE BUFFALO ST 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, $20, $20, $20, $20, $20, CLEARING&GRUBBING TREE $ $ $ $20, REMOVE CURB AND GUTTER LIN FT $ $15, $3, $3, $5, REMOVE SEWER PIPE (STORM) LIN FT $ $ $1, $3, REMOVE SEWER PIPE (SANITARY) LIN FT $ $15, $ $ $ REMOVE CIP WATER MAIN LIN FT $ $9, $ $7, $11, REMOVE TRANSITE WATER MAIN LIN FT $ $2, $ BITUMINOUS PAVEMENT RECLAMATION SQ YD $ $11, $4, $ $6, REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $ $4, $ $ REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $ $2, $1, $1, REMOVE CONCRETE WALK SQ YD $ $2, $1, REMOVE CASTING EACH $ $ $ REMOVE MANHOLE OR CATCH BASIN EACH $ $9, $ $4, $ SAWING BITUMINOUS PAVEMENT LIN FT $ $1, $ $ $ $1, COMMON EXCAVATION - ON SITE (EV) CU YD $ $64, $20, $12, $45, $60, SUBGRADE EXCAVATION (EV) CU YD $ $6, $2, $1, $4, $6, SELECT TOPSOIL BORROW SPECIAL (LV) CU YD $ $7, $ $1, $3, $11, GEOTEXTILE FABRIC, TYPE V NON-WOVEN SQ YD $ $15, $4, $2, $10, $16, SELECT GRANULAR BORROW (MODIFIED)(CV) TON $ $44, $14, $8, $31, $24, AGGREGATE BASE CLASS 5100% CRUSHED TON $ $32, $10, $6, $22, $36, DRAIN TILE LF $ $31, $8, $16, $23, BITUMINOUS MATERIAL FOR TACK COAT GAL $ $1, $ $ $ $1, BITUMINOUS WEAR COURSE MIX TON $ $32, $10, $6, $24, $36, BITUMINOUS BASE COURSE MIX TON $ $40, $13, $7, $29, $45, TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) DRIVEWAY TON $ $5, $2, $3, $5, TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) TRAIL TON $85.00 $0.00 $ " CONCRETE WALK SQ FT $ $38, $33, $12, CONCRETE CURB & GUTTER DESIGN B618 LIN FT $ $35, $9, $18, $26, " CONCRETE DRIVEWAY PAVEMENT SQ FT $ $33, $2, PEDESTRIAN CURB RAMP EACH $ $ $2, $ TRUNCATED DOMES SQ FT $ $ $2, $ TEMPORARY MAILBOXES INCL SALVAGE & REINSTALL LUMP SUM $30, $3, $3, $3, $3, $3, TRAFFIC CONTROL LUMP SUM $75, $7, $7, $7, $7, $7, TEMPORARY SIGNAGE - BUSINESS ACCESS LUMP SUM $5, $ $ $ $ $ STORM SEWER 36 15" RC PIPE SEWER CLASS V LIN FT $ $20, $ $1, " RC PIPE SEWER CLASS V LIN FT $38.00 $0.00 $ CONST DRAINAGE STRUCTURE - 2' x 3' CB EACH $1, $1, $ $1, CONST DRAINAGE STRUCTURE - 4' DIA CBMH EACH $2, $11, $4, SANITARY SEWER 40 CONNECT TO EXISTING SANITARY MANHOLE EACH $1, $1, INSTALL 4' DIA SANITARY MANHOLE EACH $2, $13, $2, $6, $4, "x 6" PVC WYE EACH $ $4, RECONNECT SANITARY SEWER SERVICE EACH $ $16, $ " PVC PIPE SEWER SDR 35 LIN FT $ $9, $1, " PVC SANITARY SERVICE PIPE LIN FT $ $26, $2, PUMPING - SANITARY SEWER BYPASS LUMP SUM $10, $2, $1, $1, $1, WATERMAIN 47 6" GATE VALVE AND BOX EACH $1, $5, $3, $3, $5, $7, " WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $ $62, $16, $12, $50, $74, " GATE VALVE AND BOX EACH $2, $ " WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $55.00 $ CONNECT TO EXISTING WATER MAIN EACH $1, $1, $1, $1, $1, $3, INSTALL HYDRANT & VALVE EACH $5, $20, $5, $5, $10, $25, " TYPE "K" COPPER PIPE LIN FT $ $28, $4, $16, $19, " WATERMAIN DUCTILE IRON CL 52 (HYD LEADS) LIN FT $ $3, $ $ $1, $4, STREETSCAPE ITEMS 55 LIGHTING UNIT TYPE A EACH $7, $45, LIGHT BASE DESIGN A EACH $ $4, CONDUIT AND WIRING LIN FT $ $12, OVERSTORY TREES TREE $ $4, TREE GRATE EACH $1, $10, EROSION CONTROL 60 EROSION CONTROL-GENERAL LUMP SUM $15, $1, $1, $1, $1, $1, TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1, $1, $1, $1, $1, $1, STORM DRAIN INLET PROTECTION - MAINTAINED EACH $ $ $ $ $ SODDING TYPE LAWN SQ YD $ $13, $7, $2, $6, $20, Subtotals $509, $33, $74, $121, $270, $0.00 $6, $32, $83, $0.00 $0.00 $22, $316, $4, $7, $84, $365, $2, $6, $133,000.00

24 TABLE 2 CITY OF DELANO 2016 INFRASTRUCTURE IMPROVEMENTS PROJECT DETAILED COST BREAKOUT TREET 1 MOBILIZATION LUMP SUM $200, CLEARING&GRUBBING TREE $ REMOVE CURB AND GUTTER LIN FT $ REMOVE SEWER PIPE (STORM) LIN FT $ REMOVE SEWER PIPE (SANITARY) LIN FT $ REMOVE CIP WATER MAIN LIN FT $ REMOVE TRANSITE WATER MAIN LIN FT $ BITUMINOUS PAVEMENT RECLAMATION SQ YD $ REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $ REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $ REMOVE CONCRETE WALK SQ YD $ REMOVE CASTING EACH $ REMOVE MANHOLE OR CATCH BASIN EACH $ SAWING BITUMINOUS PAVEMENT LIN FT $ COMMON EXCAVATION - ON SITE (EV) CU YD $ SUBGRADE EXCAVATION (EV) CU YD $ SELECT TOPSOIL BORROW SPECIAL (LV) CU YD $ GEOTEXTILE FABRIC, TYPE V NON-WOVEN SQ YD $ SELECT GRANULAR BORROW (MODIFIED)(CV) TON $ AGGREGATE BASE CLASS 5100% CRUSHED TON $ DRAIN TILE LF $ BITUMINOUS MATERIAL FOR TACK COAT GAL $ BITUMINOUS WEAR COURSE MIX TON $ BITUMINOUS BASE COURSE MIX TON $ TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) DRIVEWAY TON $ TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) TRAIL TON $ " CONCRETE WALK SQ FT $ CONCRETE CURB & GUTTER DESIGN B618 LIN FT $ " CONCRETE DRIVEWAY PAVEMENT SQ FT $ PEDESTRIAN CURB RAMP EACH $ TRUNCATED DOMES SQ FT $ TEMPORARY MAILBOXES INCL SALVAGE & REINSTALL LUMP SUM $30, TRAFFIC CONTROL LUMP SUM $75, TEMPORARY SIGNAGE - BUSINESS ACCESS LUMP SUM $5, TORM SEWER 36 15" RC PIPE SEWER CLASS V LIN FT $ " RC PIPE SEWER CLASS V LIN FT $ CONST DRAINAGE STRUCTURE - 2' x 3' CB EACH $1, CONST DRAINAGE STRUCTURE - 4' DIA CBMH EACH $2, ANITARY SEWER 40 CONNECT TO EXISTING SANITARY MANHOLE EACH $1, INSTALL 4' DIA SANITARY MANHOLE EACH $2, "x 6" PVC WYE EACH $ RECONNECT SANITARY SEWER SERVICE EACH $ " PVC PIPE SEWER SDR 35 LIN FT $ " PVC SANITARY SERVICE PIPE LIN FT $ PUMPING - SANITARY SEWER BYPASS LUMP SUM $10, WATERMAIN 47 6" GATE VALVE AND BOX EACH $1, " WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $ " GATE VALVE AND BOX EACH $2, " WATERMAIN DUCTILE IRON CL 52 (MAIN) LIN FT $ CONNECT TO EXISTING WATER MAIN EACH $1, INSTALL HYDRANT & VALVE EACH $5, " TYPE "K" COPPER PIPE LIN FT $ " WATERMAIN DUCTILE IRON CL 52 (HYD LEADS) LIN FT $40.00 TREETSCAPE ITEMS 55 LIGHTING UNIT TYPE A EACH $7, LIGHT BASE DESIGN A EACH $ CONDUIT AND WIRING LIN FT $ OVERSTORY TREES TREE $ TREE GRATE EACH $1, ROSION CONTROL 60 EROSION CONTROL-GENERAL LUMP SUM $15, TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1, STORM DRAIN INLET PROTECTION - MAINTAINED EACH $ SODDING TYPE LAWN SQ YD $5.00 Subtotals ELK ST FRANKLIN MERRIMAN CT MERRIMAN DR 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 0.1 $20, $20, $20, $20, $20, $0.00 $5, $1, $8, $2, $12, $11, $ $1, $ $7, $4, $3, $1, $9, $2, $13, $0.00 $0.00 $ $1, $8, $2, $12, $10, $ $ $2, $ $ $2, $ $3, $5, $ $3, $ $ $6, $5, $3, $ $ $ $1, $ $7, $48, $10, $63, $144, $ $4, $1, $6, $14, $ $8, $1, $9, $10, $1, $11, $2, $15, $35, $5, $33, $8, $44, $102, $3, $24, $5, $32, $81, $3, $16, $4, $29, $64, $ $ $ $1, $2, $3, $24, $6, $44, $76, $4, $30, $7, $40, $94, $ $4, $ $6, $1, $ $28, $20, $60, $4, $18, $4, $33, $73, $6, $20, $ $3, $ $2, $3, $3, $3, $3, $3, $7, $7, $7, $7, $7, $ $ $ $ $ $1, $4, $35, $ $19, $1, $2, $4, $2, $2, $15, RAILROAD STORM SANITARY WATER 8 $18, $13, $1, $1, $6, $5, $51, $19, $10, $8, $2, $2, $1, $1, $7, $10, $6, $14, $87, $6, $89, $1, $1, $6, $5, $20, $10, $25, $1, $11, $7, $ $3, $1, $4, $135, $12, $33, $10, $25, $1, $1, $1, $1, $1, $1, $1, $1, $ $ $2, $1, $6, $1, $16, $9, $75, $0.00 $0.00 $16, $331, $5, $91, $131, $100, $0.00 $0.00 $0.00 $443, $9, $30, $34, $1,113, $73, $20, $140,000.00

25 TABLE 3 CITY OF DELANO 2016 INFRASTRUCTURE IMPROVEMENT PROJECT SUMMARY OF TRAIL IMPROVEMENT COSTS UNITS SEGMENT 1: Clover Springs SEGMENT 2: Franklin Ave Connection East Connection QTY UNIT PRICE TOTAL COST QTY UNIT PRICE TOTAL COST QTY SEGMENT 3: Sidewalk along Hwy 12 UNIT PRICE TOTAL COST QTY SEGMENT 4: Trail along Tiger Drive UNIT PRICE TOTAL COST TRAIL CONNECTIONS 1 SUBGRADE PREPARATION LUMP SUM 1 $2, $2, $ $ $2, $2, $4, $4, AGGREGATE BASE CLASS 5100% CRUSHED TON 158 $12.00 $1, $12.00 $1, $12.00 $1, $12.00 $3, TYPE SP 9.5 WEARING COURSE MIX (SPWEA240B) TRAIL TON 69 $85.00 $5, $85.00 $3, $85.00 $ $85.00 $9, " CONCRETE WALK SQ FT 0 $5.00 $ $5.00 $ $5.00 $13, $5.00 $ SELECT TOPSOIL BORROW SPECIAL (LV) CU YD 48 $25.00 $1, $25.00 $ $25.00 $ $25.00 $2, SEEDING SQ YD 287 $0.15 $ $0.15 $ $0.15 $ $0.15 $73.00 $10, $5, $17, $19,240.78

26 Figures

27 CIR. RD. DARROW AVE. S.E. CT. SUNDROP CIR. AVE. ELM LN. CREEK RD. 30 AVE. DAVIDSON AVE. S.E. ROCKFORD AVE. W. E. FORD E. E. 126 S MAPLE AVE. 1. 6th E. 6th ST. N.W. AVE MARVIN E. E. ST. PARK AVE. LN. LN. VIEAU DR. HENNEPIN CO T118N R25W 6th AVE. TII8N ST. R25W R24W 16 5th FOX RD. RIVERVIEW ST. MEADOW DR. CT. FOXMEADOW S.W. 5th 90th ST. S.E. ST. GARD EN DR. 4th AVE. ST. CREEK 3rd ST. S.W. GREENWAY 3rd ST. DR. COUNTY LINE RD. RIVER ST. ROCK AVE. ST. AVE. AVE. W OOD DR. SHADY BRIDGE BUFFALO ST. ST. ST. AVE. ST. WALLACE OAK OAK RIDGE DR. AVE. ST. South th ST. S.E. Fork WRIGHT CO. Crow HENNEPIN CO TOWN HALL ST. S.W. DR. WRIGHT CO. WESTWOOD CIR. ST. 10th EASTWOOD CIR. KRAUSE AVE. 10th N HONEYTREE 17 85th ST. S.E. AMUR CIR. WOODS SOUTHWOOD BLVD. CREEK DR. TRIAL CT. VISTA CIR. MEADOW SCENIC INDUS DR. ROSE ST. MAPLEWOOD DR. WILD IRIS 3rd 81st ST. S.E. ORTHW OOD FOX ST. SAND PIPER MEADOW CT. WILLOW DR. VIXEN JOHNSON LARK KELSEY DR. BABCOCK BLVD. 3rd 4th ST. 5th 1st ST. ST. CIR. DR. PETER FREEMAN AVE. ROCKFORD AVE. SHADY OAK CIR. CIRCLE WALNUT CT. 139 RIVER PARKVIEW 2nd MAPLE RIDGE PARKWAY ELK ST. CT. ST. CT. CO UNTRY MARIE CT. 139 EBERSOLE T118N R25W DR. ST. 9th ST. RUCKS FARM SAVAN NA SHADOWOOD RD. CIR. WOODDUCK DR. CT. GOLDENROD TR. PRAIRIE CLOVER CLOVER WOODLAND CT. CT. 2nd 13th ST. MONTROSE ST. WATERTOWN AVE. PETER AVE. LYNN CT. CIRCLE CROSS I CT. ANNE CT. ST. NGS CIR. AVE. Railway RIDGE MAPLE FRANKLIN M ERRIMAN DR. BNSF MERRIMAN CT. 72nd S.E. BONITA ANDREA EATON AVE. S.E. MARSH CIR. CHARLES TOWER DR. COUN ASPEN CIR. CIR. TRY DR. HI LLS IRONWOOD TR. AVE. S.E. River GREENWAY 16 LYLE AVE. S.W. 104 CT. 7th ST. S. S.W. WEST RIVER RD. LN LN SPR ING SETT LERS 3rd ST. S.W S.W. AVE. W. BABCOCK BLVD. FRAN KLIN E RAILROAD 109 W. W ST. S. 4th N. TIGER WAY RIDGEWOOD 1. LN. WEST RIVER RD. CROSS ING S. ST.S.W. ST. S. 3rd N LN. S FRANKLIN W. 5th ST. N.W E. DR. LN. LN. BRIDGE th E. RIVER 103 TIGER 102 E. 109 ST. DR. N. LN. LN. HIDDEN 65th ST. S.E. INDEPENDENCE 1. KINGS POINTE DR. 2. CROW RIVER DR. 3. BABCOCK CIR. INDEPENDENCE MUNICIPALITY OF PREPARED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION IN COOPERATION WITH U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION SCALE FEET W S LEGEND INTERSTATE TRUNK HIGHWAY... U.S. TRUNK HIGHWAY... STATE TRUNK HIGHWAY... COUNTY STATE AID HIGHWAY... COUNTY ROAD... CORPORATE LIMITS... PUBLIC ROAD... PRIVATE ROAD... OF DEPARTMENT TRANSPORTAT O N M NNESOTA DELANO OFFICE OF TRANSPORTATION SYSTEM MANAGEMENT METERS 2014 BASIC DATA N E MUNICIPAL STATE AID STREET SYSTEM LEGEND MUNICIPAL COUNTY STATE AID STREET... MUNICIPAL STATE AID STREET... COUNTY STATE AID HIGHWAY... COUNTY ROAD... TRUNK HIGHWAY... To request information from this document in an alternative format, call or (Greater Minnesota); 711 or (Minnesota Relay). You may also send an to ADArequest.dot@state.mn.us. (Please request at least one week in advance) U.S. - POP. 5,464

28

29 231 ft

30 231 ft

31 154 ft

32 2ND ST SW 6 1ST ST SW FRANKLIN AVENUE W FRANKLIN AVENUE W EXHIBIT OVERVIEW SE 1/4 SECTION 11, TWP 118 N, RANGE 25 W, WRIGHT COUNTY, MN ROCKFORD AVE W BABCOCK BLVD W/HWY 12

33 RAILROAD AVENUE W EXHIBIT OVERVIEW SW 1/4 SECTION 12, TWP 118 N, RANGE 25 W, WRIGHT COUNTY, MN 4TH ST N BRIDGE AVE E RAILROAD AVE W 1 MAPLE RIDGE DR FRANKLIN AVE E 5TH ST S 12 TIGER DRIVE

34 Appendix A

35

36

37 RAILROAD AVE E RAILROAD AVE E

38 RAILROAD AVE E RAILROAD AVE E

39 RAILROAD AVE E RAILROAD AVE E

40 S 2ND STREET

41 1ST STREET 1ST STREET

42 1ST STREET FRANKLIN AVE W

43 FRANKLIN AVE W FRANKLIN AVE W

44 BRIDGE AVE W BRIDGE AVE W

45 BRIDGE AVE W

46 BUFFALO STREET BUFFALO STREET

47 BUFFALO STREET BUFFALO STREET

48 BUFFALO STREET

49 MERRIMAN DRIVE MERRIMAN DRIVE

50 MERRIMAN DRIVE MERRIMAN DRIVE

51 MERRIMAN COURT ELK STREET

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