The URL can be used to link to this page

Feasibility Report FEASIBILITY REPORT RIVIERA LANE AND SHOREWOOD LANE STREET AND UTILITY IMPROVEMENT PROJECT CITY OF SHOREWOOD I HENNEPIN COUNTY, MINNESOTA MARCH 13, 2017 Prepared for: City of Shorewood 5755 Country Club Road Shorewood, MN 55331 CITY OF SHOREWOOD PROJECT NO. 17-04 WSB PROJECT NO. 2925-24 ■ WSB FEASIBILITY REPORT RIVIERA LANE AND SHOREWOOD LANE STREET AND UTILITY IMPROVEMENT PROJECT CITY PROJECT NO. 17-04 CITY OF SHOREWOOD, MINNESOTA March 13, 2017 Prepared By: WSB & Associates, Inc. 477 Temperance Street St. Paul, MN 55101 651-286-8450 651-286-8488 (Fax) Feasibility Report Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 ■ MW 477 Temperance Street I St. Paul,MN 55101 (651)286-8450 March 13, 2017 Honorable Mayor and City Council City of Shorewood 5755 Country Club Road Shorewood, MN 55331 Re: Feasibility Report Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No. 17-04 WSB Project No. 2925-24 Dear Honorable Mayor and City Council: Transmitted herewith for your review is a Feasibility Report for the above referenced project. The report addresses the improvements and costs along Riviera Lane south of Yellowstone Trail and Shorewood Lane north of Smithtown Road. The proposed project includes reconstructing Riviera Lane and Shorewood Lane complete with bituminous paving and concrete curb and gutter. Additional improvements examined in this report include extending watermain and services to properties that currently do not have access to the City's water distribution system. The report contained herein presents costs for the project as well as proposed funding, including assessments, based on the City assessment policy and past practices. We are available at your convenience to discuss this report. Please feel free to contact me at (651) 286-8453 if you have any questions regarding this proposed project. Sincerely, WSB &Associates,Inc. Paul Hornby, PE City Engineer Enclosure Building a legacy—your legacy. Equal Opportunity Employer I wsbeng.com CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Ni Guilha 4, E Date: March 13, 2017 Lic. No. 52107 Quality Control Review Completed By: Paul Hornby, PE Date: March 13, 2017 Lic. No. 23359 Feasibility Report Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 TABLE OF CONTENTS TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS 1. EXECUTIVE SUMMARY.....................................................................................................2 2. STREET AND UTILITY IMPROVEMENT PROJECT....................................................3 2.1 Introduction...................................................................................................................3 2.1.1 Authorization....................................................................................................3 2.1.2 Scope................................................................................................................3 2.1.3 Data Available..................................................................................................3 2.1.4 Project Background..........................................................................................3 2.2 Existing Conditions.......................................................................................................4 2.2.1 Roadway...........................................................................................................4 2.2.2 Drainage...........................................................................................................4 2.2.3 Sanitary Sewer..................................................................................................5 2.2.4 Watermain........................................................................................................5 2.2.5 Private Utilities.................................................................................................5 2.3 Proposed Improvements................................................................................................6 2.3.1 Roadway...........................................................................................................6 2.3.2 Drainage...........................................................................................................6 2.3.3 Sanitary Sewer..................................................................................................6 2.3.4 Watermain........................................................................................................7 2.3.5 Street Sign Replacement...................................................................................7 2.3.6 Mailbox Replacement.......................................................................................7 2.3.7 Easements.........................................................................................................8 2.3.8 Permits/Approvals............................................................................................8 2.3.9 Detour Routes/Proiect Phasing.........................................................................8 2.3.10 Public Involvement...........................................................................................8 3. FINANCING............................................................................................................................9 3.1 Opinion of Cost.............................................................................................................9 3.2 Funding.........................................................................................................................9 4. PROJECT SCHEDULE .......................................................................................................11 5. CONCLUSIONS AND RECOMENDATIONS..................................................................12 Appendix A -Figures Appendix B - Opinion of Probable Cost Appendix C - Assessment Map ID and Preliminary Assessment Roll Appendix D - Geotechnical Boring Logs Appendix E - Sanitary Sewer Televising Summary Feasibility Report Page 1 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No.2925-24 1. EXECUTIVE SUMMARY The Riviera Lane and Shorewood Lane Street and Utility Improvement Project, City Project No. 17-04, was initiated by the City Council at their January 9, 2017, regular City Council meeting. Improvements proposed for construction in 2017 include the reconstruction of approximately 0.17 miles (9 10 feet) along Riviera Lane located south of Yellowstone Trail and approximately 0.17 miles (880 feet) along Shorewood Lane located north of Smithtown Road (CSAH 19). The proposed improvements include reconstructing Riviera Lane and Shorewood Lane as 28- foot(as measured from back of curb to back of curb)urban roadways complete with bituminous paving and concrete curb and gutter. The proposed utility improvements include the installation of new storm sewer to improve area drainage and meet City design standards and Minnehaha Creek Watershed District requirements, sanitary sewer rehabilitation to reduce inflow and infiltration and extension of watermain and services to properties that currently do not have access to the City's water distribution system. Replacing portions of the City's deteriorating utility infrastructure and extending new watermain in conjunction with the proposed street improvements provides an opportunity to minimize the replacement costs and traffic disruptions associated with the work. A map illustrating the project location can be found on Figure 1 of Appendix A. The total estimated project cost for the Riviera Lane and Shorewood Lane Street and Utility Improvement Project is approximately $2,312,500 for improvements including the watermain improvements along Riviera Lane Option land $2,284,800 for improvements including the watermain improvements along Riviera Lane Option 2. Project costs are projected as 2017 construction costs and include construction contingency and indirect costs. The indirect costs include legal, engineering, administrative, and financing considerations. Funding for the project will be provided through the City's Street Reconstruction Fund, Storm Water Fund, Sanitary Sewer Fund, Water Fund, and assessments to benefiting properties for the extension of watermain. The 2017 Water Fund does not have a dedicated budget for extension of waterman for these streets, but as the City has in the past, we are including extension of the watermain with the reconstruction of a street for Council review and consideration. The project reconstruction can be completed, including the first lift of bituminous paving and restoration items, in 2017. The final lift of bituminous paving is proposed to be installed in June of 2018. This project is feasible, necessary, and cost effective from an engineering standpoint and should be constructed as proposed herein. Financial feasibility will need to be considered by the City Council. Feasibility Report Page 2 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 2. STREET AND UTILITY IMPROVEMENT PROJECT 2.1 Introduction 2.1.1 Authorization On January 9, 2017, the Shorewood City Council authorized the preparation of an Engineering Feasibility Report for the Riviera Lane and Shorewood Lane Street and Utility Improvement Project. This project has been designated as City Project No. 17-04. 2.1.2 Scope Improvements outlined within this report include the reconstruction of Riviera Lane and Shorewood Lane to an urban section with concrete curb and gutter meeting the current City design standard, drainage improvements, sanitary sewer rehabilitation, and extension of watermain. The project area is shown in Figure I of Appendix A. 2.1.3 Data Available Information and materials used in the preparation of this report include the following: • City of Shorewood Pavement Management Plan • City of Shorewood Record Plans • City of Shorewood Base and Topography Maps • Private Utility Maps • Field Observations of the Area • Field Topography Survey • Geotechnical Evaluation Report prepared by American Engineering Testing dated January 2017 • Televising Reports of the Sanitary Sewer System, Hydro-Klean dated December 2016 • City of Shorewood Assessment Policy 2.1.4 Project Background This project was initiated through the continued development and implementation of the City of Shorewood's Pavement Management Plan. The Pavement Management Plan provides a schedule for the various roadway improvements that are necessary to maintain the City streets in an effective and efficient manner. City streets are evaluated and the pavement management plan schedule revised according to the pavement condition ratings. Riviera Lane and Shorewood Lane have been evaluated with a Pavement Surface Evaluation and Rating (PASER)rating of 6 and 5 respectively, on a condition scale from 1 to 10. These roads have ratings that were increased from 4 and 3 respectively, mainly due to patching and sealcoat activities. Feasibility Report Page 3 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 The following conditions have been identified within the project area: • Existing streets do not meet City minimum roadway standards with concrete curb and gutter. • Deterioration of the existing streets including alligator cracking, edge cracking, transverse cracking, and longitudinal cracking. • The roadway exhibits drainage issues due to roadway deformation and inadequate drainage systems (ditches or storm sewer). • Sanitary sewer has been found to have minor deficiencies including leaking joints and traces of mineral deposits. • Watermain is not directly available to serve residents on Riviera Lane and Shorewood Lane. The Riviera Lane and Shorewood Lane Street and Utility Improvement Project have been budgeted for reconstruction in the City's 2017 Capital Improvement Plan. 2.2 Existing Conditions 2.2.1 Roadway Riviera Lane and Shorewood Lane were originally constructed in 1972 and are experiencing various severities of distresses including alligator, block, transverse, and longitudinal cracking, along with localized drainage issues. Riviera Lane currently exists as a 22-to 24-foot, rural street section (without curb) with a 60-foot diameter cul-de-sac at the south terminus and Shorewood Lane currently exists as a 30-to 32-foot, rural street section with a 100-foot diameter cul-de-sac at the north terminus. Soil borings taken within the project area indicate the existing asphalt thickness ranges from 2.75 inches to 5.25 inches and the underlying soils in the area consist of silty sand fill, clayey sand fill, and sandy lean clay. A copy of the soil boring results is included in Appendix D of this report. The City right-of-way along Riviera Lane and Shorewood Lane is 50 feet. The project area is surrounded primarily by residential properties that contain landscaping, trees, and numerous other private improvements beyond the edge of the roadway and within the City right-of-way. 2.2.2 Drainage Riviera Lane and Shorewood Lane are currently graded as rural section roads with ditches and culverts to convey storm water runoff. Runoff from Riviera Lane is conveyed to the south where surface water outlets to existing ponds located on the east side of Riviera Lane at 6115 Riviera Lane and southwest of Riviera Lane through a drainage easement between 6180 Riviera Lane and 6185 Wood Drive. Feasibility Report Page 4 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 Runoff from the south side of Shorewood Lane is collected at the existing catch basins located approximately 90 feet north of Smithtown Road and discharges to a drainage ditch east of Shorewood Lane that ultimately outlets to a pond east of Shorewood Lane and west of Lawtonka Drive. Runoff from the north side of Shorewood Lane is conveyed to the north and collected at a catch basin located on the east side of the cul-de-sac between 5515 Shorewood Lane and 5535 Shorewood Lane that outlets to the same pond east of Shorewood Lane and west of Lawtonka Drive. The upstream and downstream swales are flat and do not provide an adequate means for conveyance of storm water runoff. Coupled with the lack of curb, localized ponding occurs adjacent to the roadways within the boulevards and yard areas. 2.2.3 Sanitary Sewer The existing sanitary sewer system in the project area consists of 9-inch-diameter polyvinyl chlorinated (PVC)pipe installed at the same time the road was constructed in 1972. The existing sanitary sewer was televised by Hydro-Klean in 2016 and the mainline sewer was found to be in good condition with minor deficiencies including traces of mineral deposits and manhole joints in need of re-grouting. A summary of the sanitary sewer televising and manhole inspections can be found in Appendix E of this report. 2.2.4 Watermain There is no existing watermain along Riviera Lane and Shorewood Lane and properties are served by private wells for water supply. 2.2.5 Private Utilities Private utilities within the project area include communications, gas, and electric facilities. A meeting will be held with the utility companies during the final design stage to coordinate utility conflicts and construction schedule. Private utility companies that have been identified with facilities in the general project area include: • CenturyLink(Telephone/Internet) • CenterPoint Energy (Gas) • Jaguar Communications • Mediacom (Cable) • Xcel Energy (Electric) • MCES Feasibility Report Page 5 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 2.3 Proposed Improvements 2.3.1 Roadway Riviera Lane and Shorewood Lane are proposed to be reconstructed to the City's Design Standard for a residential, urban roadway, consisting of a 28-foot street width, as measured from back-of-curb to back-of-curb, with surmountable concrete curb and gutter and the following section: two-inches (2") of bituminous wear course, two-inches (2") of bituminous base course, eight-inches (8") of Class 5 aggregate base, twenty-four-inches (24") of select granular material, and geotextile fabric over an acceptable and compacted subgrade. The geotextile fabric is intended to separate the underlying in-situ clayey materials from the new granular materials. The proposed typical section is shown on Figure 2 in Appendix A. Improvements along Riviera Lane and Shorewood Lane also include reconstructing the existing cul-de-sac to meet the City's Design Standard of 90 feet in diameter. To reconstruct the cul-de-sac on Riviera Lane, the work may impact adjacent property area and may require temporary construction easements. Reconstruction of the existing streets is intended to improve the design strength of the pavement system and provide a street surface with an extended life meeting current City Design Standards. 2.3.2 Drainage Reconstruction of the road provides the opportunity to improve drainage in the area with the installation of additional storm sewer facilities. The existing storm sewer system will be improved with the addition of catch basins along the roadway to better accommodate area drainage and the extension of new storm sewer where facilities do not currently exist. The proposed storm sewer improvements are shown on Figure 3 and Figure 4 in Appendix A. 2.3.3 Sanitary Sewer The proposed sanitary sewer improvements include adjusting existing manhole castings to the new roadway surface with chimney seals to reduce inflow and infiltration of storm water into the manholes. It is also proposed to repair damaged sanitary sewer identified in the sewer televising tapes including minor point repairs, pipe sewer cleaning and manhole grouting. Feasibility Report Page 6 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 2.3.4 Watermain The proposed watermain improvements include the extension of 8-inch diameter watermain along Riviera Lane and Shorewood Lane equipped with new valves and hydrants as necessary for proper operation. The extension of watermain provides an opportunity for the City to extend new watermain to previously unserved lots, provides improved water quality and fire protection in comparison to private wells. One-inch diameter services will be extended to the right-of-way for each property, terminating with a curb stop. Property Owners will be responsible for connection to the new water system from the curb stop to their house. It will also be the Property Owner's responsibility to disconnect their well and abandon it in accordance with State Statutes if it will no longer to be used for irrigation. Properties that have duplexes will have a service extended to the right of way for each unit. To extend watermain along Riviera Lane, two options were considered. Option 1 evaluated extending 12-inch watermain along Yellowstone Trail from the existing 12- inch stub located at Club Valley Road and continuing east to Riviera Lane. The proposed watermain improvements for Riviera Lane Option 1 are shown on Figure 5 in Appendix A. Option 2 evaluated extending 12-inch watermain along Yellowstone Trail from the existing 16-inch stub located at Lake Linden Court and continuing west to Riviera Lane. The proposed watermain improvements for Riviera Lane Option 2 are shown on Figure 6 in Appendix A. Watermain along Shorewood Lane will be extended from the existing 16-inch watermain crossing Echo Road near 5690 Echo Road. The watermain will need to be extended north to Smithtown Road (CSAH 19) and then west along Smithtown Road (CSAH 19). The proposed watermain improvements for Shorewood Lane are shown on Figure 7 in Appendix A. Extension of the watermain along Yellowstone Trail, Echo Road and Smithtown Road will require open cut installation with full width street restoration and will be restored to the existing pavement widths and section, but not less than two-inches (2") of bituminous wear course, two-inches (2") of bituminous base course on eight-inches (8") of Class 5 aggregate base (100% crushed limestone). 2.3.5 Street Sign Replacement All existing street signs within the project will be replaced with new street signs that meet the Federal Highway Administration's (FHWA) requirements for retro-reflectivity. 2.3.6 Mailbox Replacement Mailboxes are proposed to be salvaged and relocated temporarily during construction, then reinstalled near the end of construction activities. Mailboxes will be reinstalled to meet the United States Postal Service (LISPS) requirements. Feasibility Report Page 7 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 2.3.7 Easements It is anticipated that work will take place within the existing roadway right-of-way or within existing drainage and utility easements. Additional permanent right-of-way or easement acquisition is not expected to be needed to construct the project as proposed. Temporary construction access on private property may be required to accommodate the cul-de-sac reconstruction on Riviera Lane and driveway or boulevard restoration. Written permission or waiver of trespass agreements will be secured from private property owners for these encroachments. 2.3.8 Permits/Approvals The anticipated permits and the respective regulatory agencies are listed below: Minnesota Pollution Control Agency (MPCA) (NPDES)...Erosion/Stormwater Permit Minnehaha Creek Watershed District(MCWD) .................Erosion/Stormwater Permit Minnesota Department of Health (MDH).....................................Watermain Extension Hennepin County (HC) .......................................Work in County Right of way 2.3.9 Detour Routes/Project Phasing Construction of the proposed improvements will require limited resident access during the work day when construction activities are in progress. However, the contractor will be required to provide access to properties to the extent possible. City staff will work with the contractor to provide notice to residents for activities that may affect access. Work along Shorewood Lane will be coordinated with the Excelsior Fire District to maintain access to emergency vehicles. Traffic control devices meeting the Minnesota Manual on Uniform Traffic Control Devices will be required for posting roadway closures. In order to accommodate the property owners along the excavated roads, temporary parking on the adjacent streets may be necessary when vehicle access is not possible, such as when excavation is within the roadway during daytime hours. The contractor will be responsible for providing access to properties throughout the duration of the project. 2.3.10 Public Involvement A public informational open house meeting for the proposed project was conducted March 2, 2017. Preliminary information was presented to attendees regarding the proposed improvements, schedule, and impacts associated with the project and comment cards were made available. Feasibility Report Page 8 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 3. FINANCING 3.1 Opinion of Cost A detailed engineer's opinion of probable costs for the proposed improvements can be found in Appendix B of this report. The opinion of probable cost incorporates bid prices from the 2016 construction season projected to a 2017 cost basis including a 5% construction contingency. Indirect costs are typically 27% of the construction cost and include engineering, legal, financing, and administrative costs for budgetary purposes. Table I and Table 2 below provides a summary of the opinion of probable costs for the Riviera Lane and Shorewood Lane Street and Utility Improvement Project: Table 1 Summary of Costs Riviera Lane and Shorewood Lane Street and Utility Improvement Project Riviera Lane Watermain Improvement Option 1 Total Schedule A— Street Improvement $1,012,300 Schedule B — Sanitary Sewer Improvements $27,000 Schedule C—Drainage Improvements $248,200 Schedule D—Watermain Improvements $1,025,000 TOTAL $2,312,500 Table 2 Summary of Costs Riviera Lane and Shorewood Lane Street and Utility Improvement Project Riviera Lane Watermain Improvement Option 2 Total Schedule A— Street Improvement $1,012,300 Schedule B —Drainage Improvements $27,000 Schedule C— Sanitary Sewer Improvements $248,200 Schedule D—Watermain Improvements $997,300 TOTAL $2,284,800 3.2 Funding Funding for the project will be provided through the City's Street Reconstruction Fund, Storm Water Fund, Sanitary Sewer Fund, Watermain Fund, and assessments to benefiting properties (for watermain extension only). It should be noted that the 2017 Water Fund does not have a dedicated budget for extension of waterman for these streets, but as the City has in the past, we are including extension of the watermain with the reconstruction of a street for Council review and consideration. Feasibility Report Page 9 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 Assessments will be levied to the benefiting properties for watermain extension as outlined in Minnesota Statute 429 and the City's Assessment Policy. A detailed preliminary Assessment Roll is included in Appendix C. Extension of new watermain and services, where they currently do not exist, is proposed to be 100% assessed to the property owner. A summary of the assessment rates for watermain extension and water services are: ■ Watermain extension and water services...................$11,620/unit Other costs not included with the assessment(Property Owner responsibility)include the installation of water service pipe from the new curb stop at the right-of-way to the house. The property owner is also responsible for disconnecting and/or abandoning their well in accordance with State requirements. Feasibility Report Page 10 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 4. PROJECT SCHEDULE The proposed project schedule for the Riviera Land and Shorewood Lane Street and Utility Improvement Project is as follows: Neighborhood Informational Meeting ..........................................................March 2, 2017 Accept Feasibility Report/Set Public Improvement Hearing.......................March 13, 2017 Public Improvement Hearing/Order Project..................................................April 24, 2017 Approve Plans and Specifications/Authorize Ad for Bid.....................................June 2017 OpenBids..............................................................................................................July 2017 Award Construction Contract...........................................................................August 2017 Begin Construction ...........................................................................................August 2017 Construction Substantially Complete ..............................................................October 2017 Declare Costs/Set Assessment Hearing...................................................... September 2017 Assessment Hearing.........................................................................................October 2017 Certify Assessments to County....................................................................November 2017 Final Completion (Final Lift of Bituminous Wear Course)................ Spring/Summer 2018 * Schedule assumes all private utility and gas main relocation work is completed prior to start of construction. Feasibility Report Page 11 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No.2925-24 5. CONCLUSIONS AND RECOMENDATIONS The Riviera Lane and Shorewood Lane Street and Utility Improvement Project consists of roadway, drainage, and minor sanitary sewer improvements along with watermain extension. The total estimated project cost for the Riviera Lane and Shorewood Lane Street and Utility Improvement Project is approximately $2,312,500 for improvements including the watermain improvements along Riviera Lane Option 1 and $2,284,800 for improvements including the watermain improvements along Riviera Lane Option 2. Funding for the project will be provided through City's Street Reconstruction Fund, Storm Water Fund, Sanitary Sewer Fund, Watermain Fund, and assessments to benefiting properties for the extension of watermain. This project is feasible, necessary, and cost-effective from an engineering standpoint. The project funding feasibility is subject to financial review by the City. Based on the information contained in this report, it is recommended to proceed with the improvements as outlined herein. Feasibility Report Page 12 Riviera Lane and Shorewood Lane Street and Utility Improvement Project City of Shorewood Project No.17-04 WSB Project No 2925-24 APPENDIX A Figures Feasibility Report Riviera Lane and Shorewood Lane Improvements City of Shorewood Project No.17-04 WSB Project No 2925-24 UJI PROJECT LOCATION 0 rE O O I w O 7ME X U) O Ap ITHTOwN R w 0 o � a z 0 ° w D J U H z D O PROJECT LOCATION a w 0 500 SCALE IN FEET MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTel:(sal)zae-aaso.Fax:(sa,)ssssaasnoo Project Location FIgUf@ �,� wsbeng.com o SHOREWOOD MINNESOTA O EWO 1 SHOREWOOD Fr EXISTING EXISTING 11-16' BIT 11-16' BIT EXISTING CONDITIONS 14' 14' SURMOUNTABLE CONCRETE CURB & GUTTER `< PROPOSEDIMPROVEMENTS 2" TYPE SP 9.5 BITUMINOUS WEARING COURSE 2357 BITUMINOUS TACK COAT 2" TYPE SP 12.5 BITUMINOUS NON—WEAR COURSE 8" CLASS 5 AGGREGATE BASE (100% CRUSHED ROCK) 24" SELECT GRANULAR MATERIAL GEOTEXTILE FABRIC (TYPE V) FULL RECONSTRUCTION MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTee(651)286-8450•Fax:(651)286-84881700 Typical Section Figure lenylneenng-planning-en x1ronmental-wsbeng.com o SHOREWOOD MINNESOTA O WO 2 SHOREWOOD YELLOWSTONE TRAIL 6025 6030 6040 6055 6060 50' Right of Way 6085 6080 LU z J 6100 < LU 6115 6120 28' Back of Curb J� 6155 24185 0 125 SCALE IN FEET 6175 R45'� / 6185 LEGEND 6180 PROPOSED STORM SEWER MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTee(651)286-8450•Fax:(651)286-84881700 Proposed Storm Sewer Figure is wsbeng.com o SHOREWOOD MINNESOTA O 3 SHOREWO WOOD Fr 5520 5515 R45' 5535 5560 w z J 0— 5555 W Ir ° co 5575 5580 28' Back of Curb 24100 X 5625 0 125 SCALE IN FEET LEGEND PROPOSED STORM SEWER MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTee ss, zas-aaso.Fax:ss,zsssass„oo Proposed Storm Sewer Figure �,� wsbeng.com o SHOREWOOD MINNESOTA O 4 SHOREWO WOOD �-1 Fr 6030 6025 ♦y 6040 6055 6060 / 50' Right of Way 6085 6080 w 6100 z Q 6115 6120 LU w 28' Back of Curb 6155 24185 �< ,45, 6175 6180 6185 X 0 200 SCALE IN FEET LEGEND PROPOSED WATERMAIN MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTee(651)286-8450•Fax:(651)286-84881700 Proposed Watermain -Option 1 Figure lenglneenng-planning-en x1ronmental-is wsbeng.com o SHOREWOOD MINNESOTA O WO 5 SHOREWOOD F\y RAIL YELLOWSTONE T of Way w z Q J LuQ L of Curb R45' 0 250 L SCALE IN FEET LEGEND PROPOSED WATERMAIN MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTee sa, 286-8450.Fax:ss,zsssass„oo Proposed Watermain -Option 2 Figure �,� wsbeng.com construchon SHOREWOOD MINNESOTA CTYOF 6 SHOREWOOD Fr 5520 5515 R45' J 5535 5560 50' Right of Way , 5555 5580 5575 24100 / 5625 X 0 200 SCALE IN FEET / LEGEND 0 0 PROPOSED WATERMAIN W MARCH 13,2017 477 Temperance Street Riviera Lane and Shorewood Lane WSB Project No.02925-2 - St.Paul,MN 55101 Street& Utility Improvement Project WSBTee sa, zas-aaso.Fax:ss,zsssass„oo Proposed Watermain -Option 1 Figure �,� wsbeng.com o SHOREWOOD MINNESOTA O 7 SHOREWO WOOD APPENDIX B Opinion of Probable Cost Feasibility Report Riviera Lane and Shorewood Lane Improvements City of Shorewood Project No.17-04 WSB Project No 2925-24 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity SCHEDULE A. STREET IMPROVEMENTS - SHOREWOOD LANE 1 2021.501 MOBILIZATION LUMP SUM 1 $18,400.00 $18,400.00 2 2101.501 CLEARING ACRE 0.5 $2,500.00 $1,250.00 3 2101.505 GRUBBING ACRE 0.5 $2,500.00 $1,250.00 4 2104.503 REMOVE CONCRETE WALK SQ FT 930 $8.00 $7,440.00 5 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 3600 $3.00 $10,800.00 6 1 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 300 $5.00 $1,500.00 7 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 200 $8.00 $1,600.00 8 2104.509 REMOVE SIGN EACH 3 $50.00 $150.00 9 2104.509 REMOVE MAILBOX SUPPORT EACH 2 $100.00 $200.00 10 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 200 $8.00 $1,600.00 11 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 200 $5.00 $1,000.00 12 2104.521 SALVAGE WOODEN FENCE LIN FT 100 $10.00 $1,000.00 13 2104.523 SALVAGE SIGN EACH 1 $25.00 $25.00 14 2104.601 SALVAGE &REINSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $2,500.00 $2,500.00 15 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 16 $100.00 $1,600.00 16 2105.501 COMMON EXCAVATION(EV)(P) CU YD 800 $18.00 $14,400.00 17 2105.507 SUBGRADE EXCAVATION(EV) CU YD 2600 $18.00 $46,800.00 18 2105.511 MUCK EXCAVATION CU YD 260 $18.00 $4,680.00 19 2105.522 SELECT GRANULAR BORROW(CV) CU YD 2760 $20.00 $55,200.00 20 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 3300 $3.00 $9,900.00 21 2112.501 SUBGRADE PREPARATION ROAD STA. 9 $200.00 $1,800.00 22 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR 10 $150.00 $1,500.00 23 2130.501 WATER MGAL 10 $50.00 $500.00 24 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON 1620 $22.00 $35,640.00 25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 200 $3.50 $700.00 26 2360.501 TYPE SP 9.5 WEARING COURSE MIX(2,C) TON 410 $68.00 $27,880.00 27 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX(2,C) TON 410 $65.00 $26,650.00 28 2360.503 TYPE SP 9.5 WEARING COURSE MIX(2,C)(3.0"THICK)DWY SQ YD 300 $35.00 $10,500.00 29 2505.601 UTILITY COORDINATION LUMP SUM 1 $2,500.00 $2,500.00 30 2521.501 4"CONCRETE WALK SQ FT 730 $8.00 $5,840.00 31 2521.501 6"CONCRETE WALK SQ FT 200 $12.00 $2,400.00 32 2531.501 CONCRETE CURB&GUTTER(SURMOUNTABLE&DESIGN B618) LIN FT 1900 $15.00 $28,500.00 33 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ YD 200 $65.00 $13,000.00 34 2531.618 TRUNCATED DOMES SQ FT 24 $50.00 $1,200.00 35 2540.601 MAIL BOX(TEMPORARY) EACH 16 $50.00 $800.00 36 2540.602 MAIL BOX SUPPORT EACH 2 $150.00 $300.00 37 2557.602 REPAIR DOG FENCE EACH 2 $200.00 $400.00 38 2557.603 INSTALL WOODEN FENCE LIN FT 100 $10.00 $1,000.00 39 2558.603 IRRIGATION SYSTEM REPAIR EACH 2 $250.00 $500.00 40 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 $2,500.00 41 2564.531 SIGN PANELS TYPE C SQ FT 13 $35.00 $455.00 42 2564.602 INSTALL SIGN EACH 1 $25.00 $25.00 43 2564.602 SIGN PANELS TYPE SPECIAL EACH 2 $250.00 $500.00 44 2571.501 CONIFEROUS TREE 8'HT B&B TREE 5 $650.00 $3,250.00 45 2571.502 DECIDUOUS TREE 2.5"CAL B&B TREE 5 $650.00 $3,250.00 46 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT 1000 $3.00 $3,000.00 47 2573.530 STORM DRAIN INLET PROTECTION EACH 8 $200.00 $1,600.00 48 2573.540 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1000 $4.00 $4,000.00 49 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 $1,000.00 $1,000.00 50 2574.525 COMMON TOPSOIL BORROW(CV) CU YD 100 $35.00 $3,500.00 51 2575.502 SEED MIX 33-261 LBS 10 $100.00 $1,000.00 52 2575.505 SODDING TYPE LAWN(INCL TOPSOIL&FERT) SQ YD 2300 $5.00 $11,500.00 53 2575.523 EROSION CONTROL BLANKET CATEGORY 2 SQ YD 120 $3.00 $360.00 54 2575.571 RAPIDS BILIZATION METHOD 3 MGAL 10 $500.00 $5,000.00 55 2575.604 SEEDING(INCL.TOPSOIL&FERT) ACRE 0.1 $10,000.00 $1,000.00 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 1 of 4 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity Total Schedule A-Street Improvements Shorewood Lane $384,845.00 +5%Contingency $19,242.25 Subtotal Schedule A-Street Improvements Shorewood Lane $404,087.25 +27%Indirect Costs $109,103.56 Total Schedule A-Street Improvements Shorewood Lane $513,190.81 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 2 of 4 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity B. SANITARY SEWER IMPROVEMENTS - SHOREWOOD LANE 56 2104.523 SALVAGE CASTING I EACH 1 5 1 $150.001 $750.00 57 2503.602 CHIMNEY SEALS I EACH 1 5 1 $350.001 $1,750.00 58 2506.516 CASTING ASSEMBLY I EACH 1 5 1 $750.001 $3,750.00 59 2506.602 REPAIR MANHOLE INVERT I EACH 1 1 1 $2,000.001 $2,000.00 Total Schedule B-Sanitary Sewer Improvements Shorewood Lane $8,250.00 +5%Contingency $412.50 Subtotal Schedule B-Sanitary Sewer Improvements Shorewood Lane $8,662.50 +27%Indirect Costs $2,338.88 Total Schedule B-Sanitary Sewer Improvements Shorewood Lane $11,001.38 C. STORM SEWER IMPROVEMENTS - SHOREWOOD LANE 60 2104.501 REMOVE SEWER PIPE(STORM) LIN FT 250 $10.00 $2,500.00 61 2104.509 REMOVE DRAINAGE STRUCTURE EACH 4 $200.00 $800.00 62 2105.604 GEOTEXTILE FABRIC TYPE IV SQ YD 30 $5.00 $150.00 63 2451.601 GRANULAR FOUNDATION AND/OR BEDDING CU YD 20 $25.00 $500.00 64 2501.515 18"RC PIPE APRON EACH 1 $500.00 $500.00 65 2502.541 4"PERF PVC PIPE DRAIN LIN FT 1900 $18.00 $34,200.00 66 2502.602 4"PVC PIPE DRAIN CLEANOUT EACH 10 $500.00 $5,000.00 67 2503.541 18"RC PIPE SEWER DESIGN 3006 CL III LIN FT 250 $48.00 $12,000.00 68 2503.541 15"RC PIPE SEWER DESIGN 3006 CL V LIN FT 400 $50.00 $20,000.00 69 2503.602 CONNECT TO EXISTING STORM SEWER EACH 2 $1,000.00 $2,000.00 70 2506.501 CONST DRAINAGE STRUCTURE DES 484020 LIN FT 30 $250.00 $7,500.00 71 2506.501 CONST DRAINAGE STRUCTURE DES SPECIAL EACH 3 $2,000.00 $6,000.00 72 2506.516 CASTING ASSEMBLY I EACH 5 $750.001 $3,750.00 73 2511.501 RANDOM RIPRAP CLASS III I CU YD 1 20 1 $150.001 $3,000.00 Total Schedule C-Storm Sewer Improvements Shorewood Lane $97,900.00 +5%Contingency $4,895.00 Subtotal Schedule C-Storm Sewer Improvements Shorewood Lane $102,795.00 +27%Indirect Costs $27,754.65 Total Schedule C-Storm Sewer Improvements Shorewood Lane $130,549.65 D.I WATER MAIN IMPROVEMENTS - SHOREWOOD LANE 74 2021.501 MOBILIZATION LUMP SUM 1 $5,600.00 $5,600.00 75 2451.509 AGGREGATE BEDDING(CV) CU YD 20 $35.00 $700.00 76 2503.620 DUCTILE IRON FITTINGS POUND 1250 $5.00 $6,250.00 77 2504.602 8"GATE VALVE AND BOX EACH 1 $2,000.00 $2,000.00 78 2504.602 6"GATE VALVE AND BOX EACH 4 $1,500.00 $6,000.00 79 2504.602 HYDRANT EACH 4 $4,000.00 $16,000.00 80 2504.602 1"CURB STOP AND BOX EACH 16 $500.00 $8,000.00 81 2504.602 1"CORPORATION STOP EACH 16 $450.00 $7,200.00 82 2504.603 8"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 880 $55.00 $48,400.00 83 2504.603 6"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 60 $50.00 $3,000.00 84 2504.603 1"TYPE K COPPER PIPE LIN FT 480 $26.00 $12,480.00 85 2504.604 4"POLYSTYRENE INSULATION SQ YD. 20 1 $40.001 $800.00 Total Schedule D.1 -Watermain Improvements Shorewood Lane $116,430.00 +5%Contingency $5,821.50 Subtotal Schedule D.1-Watermain Improvements Shorewood Lane $122,251.50 +27%Indirect Costs $33,007.91 Total Schedule D.1 -Watermain Improvements Shorewood Lane $155,259.41 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 3 of 4 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity D.2 WATER MAIN IMPROVEMENTS - TRUNK LINE 86 2021.501 MOBILIZATION LUMP SUM 1 $7,300.00 $7,300.00 87 2104.501 REMOVE WATERMAIN LIN FT 10 $10.00 $100.00 88 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 1780 $3.00 $5,340.00 89 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 40 $5.00 $200.00 90 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 20 $8.00 $160.00 91 1 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 30 $8.00 $240.00 92 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 450 $5.00 $2,250.00 93 2105.501 COMMON EXCAVATION(EV)(P) CU YD 400 $18.00 $7,200.00 94 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON 860 $22.00 $18,920.00 95 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 100 $3.50 $350.00 96 2360.501 TYPE SP 9.5 WEARING COURSE MIX(2,C) TON 230 $68.00 $15,640.00 97 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX(2,C) TON 230 $65.00 $14,950.00 98 2360.503 TYPE SP 9.5 WEARING COURSE MIX(2,C)(3.0"THICK)DWY SQ YD 40 $35.00 $1,400.00 99 2451.509 AGGREGATE BEDDING(CV) CU YD 20 $35.00 $700.00 100 2503.620 DUCTILE IRON FITTINGS POUND 1250 $5.00 $6,250.00 101 2504.602 IRRIGATION SYSTEM REPAIR EACH 1 $250.00 $250.00 102 2504.602 8"GATE VALVE AND BOX EACH 3 $2,000.00 $6,000.00 103 2504.602 6"GATE VALVE AND BOX EACH 1 $1,500.00 $1,500.00 104 2504.602 HYDRANT EACH 1 $4,000.00 $4,000.00 105 2504.602 1"CURB STOP AND BOX EACH 7 $500.00 $3,500.00 106 2504.602 1"CORPORATION STOP EACH 7 $450.00 $3,150.00 107 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1 $2,500.00 $2,500.00 108 2504.603 8"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 550 $55.00 $30,250.00 109 2504.603 6"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 10 $50.00 $500.00 110 2504.603 1"TYPE K COPPER PIPE LIN FT 210 $26.00 $5,460.00 111 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ YD 20 $65.00 $1,300.00 112 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00 113 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 $1,000.00 $1,000.00 114 2575.505 SODDING TYPE LAWN(INCL TOPSOIL&FERT) SQ YD 1230 $5.00 $6,150.00 115 2582.502 4" SOLID LINE-EPDXY LIN FT 700 $1.00 $700.00 Total Schedule D.2-Watermain Improvements Trunk Line $152,260.00 +5%Contingency $7,613.00 Subtotal Schedule D.2-Watermain Improvements Trunk Line $159,873.00 +27%Indirect Costs $43,165.71 Total Schedule D.2-Watermain Improvements Trunk Line $203,038.71 GRAND TOTAL SHOREWOOD LANE IMPROVEMENTS $1,013,039.95 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 4 of 4 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity SCHEDULE A. STREET IMPROVEMENTS - RIVIERA LANE OPTION 1 1 2021.501 MOBILIZATION LUMP SUM 1 $17,900.00 $17,900.00 2 2101.501 CLEARING ACRE 1 $2,500.00 $2,500.00 3 2101.505 GRUBBING ACRE 1 $2,500.00 $2,500.00 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 2900 $3.00 $8,700.00 5 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 300 $5.00 $1,500.00 6 1 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 200 $8.00 $1,600.00 7 2104.509 REMOVE SIGN EACH 3 $50.00 $150.00 8 2104.509 REMOVE MAILBOX SUPPORT EACH 2 $100.00 $200.00 9 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 100 $8.00 $800.00 10 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 300 $5.00 $1,500.00 11 2104.601 SALVAGE &REINSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $2,500.00 $2,500.00 12 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 15 $100.00 $1,500.00 13 2104.618 SALVAGE AND REINSTALL PAVER DRIVEWAY SQ FT 30 $50.00 $1,500.00 14 2105.501 COMMON EXCAVATION(EV)(P) CU YD 800 $18.00 $14,400.00 15 2105.507 SUBGRADE EXCAVATION(EV) CU YD 2600 $18.00 $46,800.00 16 2105.511 MUCK EXCAVATION CU YD 260 $18.00 $4,680.00 17 2105.522 SELECT GRANULAR BORROW(CV) CU YD 2820 $20.00 $56,400.00 18 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 3400 $3.00 $10,200.00 19 2112.501 SUBGRADE PREPARATION ROAD STA 9 $200.00 $1,800.00 20 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR 10 $150.00 $1,500.00 21 2130.501 WATER MGAL 10 $50.00 $500.00 22 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON 1650 $22.00 $36,300.00 23 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 200 $3.50 $700.00 24 2360.501 TYPE SP 9.5 WEARING COURSE MIX(2,C) TON 420 $68.00 $28,560.00 25 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX(2,C) TON 420 $65.00 $27,300.00 26 2360.503 TYPE SP 9.5 WEARING COURSE MIX(2,C)(3.0"THICK)DWY SQ YD 300 $35.00 $10,500.00 27 2505.601 UTILITY COORDINATION LUMP SUM 1 $2,500.00 $2,500.00 28 2531.501 CONCRETE CURB&GUTTER(SURMOUNTABLE&DESIGN B618) LIN FT 1900 $15.00 $28,500.00 29 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ YD 200 $65.00 $13,000.00 30 2540.601 MAIL BOX(TEMPORARY) EACH 15 $50.00 $750.00 31 2540.602 MAIL BOX SUPPORT EACH 2 $150.00 $300.00 32 2557.602 REPAIR DOG FENCE EACH 2 $200.00 $400.00 33 2558.602 IRRIGATION SYSTEM REPAIR EACH 2 $250.00 $500.00 34 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 $2,500.00 35 2564.531 SIGN PANELS TYPE C SQ FT 13 $35.00 $455.00 36 2564.602 SIGN PANELS TYPE SPECIAL EACH 2 $250.00 $500.00 37 2571.501 CONIFEROUS TREE 8'HT B&B TREE 5 $650.00 $3,250.00 38 2571.502 DECIDUOUS TREE 2.5"CAL B&B TREE 5 $650.00 $3,250.00 39 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT 1000 $3.00 $3,000.00 40 2573.530 STORM DRAIN INLET PROTECTION EACH 4 $200.00 $800.00 41 2573.540 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1000 $4.00 $4,000.00 42 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 $1,000.00 $1,000.00 43 2574.525 COMMON TOPSOIL BORROW(CV) CU YD 100 $35.00 $3,500.00 44 2575.502 SEED MIX 25-131 LBS 20 $100.00 $2,000.00 45 2575.502 SEED MIX 33-261 LBS 10 $100.00 $1,000.00 46 2575.505 SODDING TYPE LAWN(INCL TOPSOIL&FERT) SQ YD 2400 $5.00 $12,000.00 47 2575.523 EROSION CONTROL BLANKET CATEGORY 2 SQ YD 520 $3.001 $1,560.00 48 2575.571 RAPID STABILIZATION METHOD 3 MGAL 10 $500.00 $5,000.00 49 2575.604 SEEDING(INCL.TOPSOIL&FERT) ACRE 0.2 $10,000.001 $2,000.00 Total Schedule A-Street Improvements Riviera Lane Option 1 $374,255.00 +5%Contingency $18,712.75 Subtotal Schedule A-Street Improvements Riviera Lane Option 1 $392,967.75 +27%Indirect Costs $106,101.29 Total Schedule A-Street Improvements Riviera Lane Option 1 $499,069.04 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 1 of 3 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity B. SANITARY SEWER IMPROVEMENTS - RIVIERA LANE OPTION 1 50 2104.523 SALVAGE CASTING EACH 4 $150.00 $600.00 51 2503.602 CHIMNEY SEALS EACH 4 $350.00 $1,400.00 52 2503.603 SEWER POINT REPAIR EACH 1 $5,000.00 $5,000.00 53 2506.516 CASTING ASSEMBLY EACH 4 $750.00 $3,000.00 54 2506.602 REPAIR MANHOLE INVERT EACH 1 $2,000.00 $2,000.00 Total Schedule B-Sanitary Sewer Improvements Riviera Lane Option 1 $12,000.00 +5%Contingency $600.00 Subtotal Schedule B-Sanitary Sewer Improvements Riviera Lane Option 1 $12,600.00 +27%Indirect Costs $3,402.00 Total Schedule B-Sanitary Sewer Improvements Riviera Lane Option 1 $16,002.00 C. STORM SEWER IMPROVEMENTS - RIVIERA LANE OPTION 1 55 2105.604 GEOTEXTILE FABRIC TYPE IV SQ YD 30 $5.00 $150.00 56 2451.601 GRANULAR FOUNDATION AND/OR BEDDING CU YD 20 $25.00 $500.00 57 2501.515 18"RC PIPE APRON EACH 1 $500.00 $500.00 58 2502.541 4"PERF PVC PIPE DRAIN LIN FT 1900 $18.00 $34,200.00 59 2502.602 4"PVC PIPE DRAIN CLEANOUT EACH 10 $500.00 $5,000.00 60 2503.541 18"RC PIPE SEWER DESIGN 3006 CL III LIN FT 700 $48.00 $33,600.00 61 2506.501 CONST DRAINAGE STRUCTURE DES 484020 LIN FT 20 $250.00 $5,000.00 62 2506.501 CONST DRAINAGE STRUCTURE DES SPECIAL EACH 2 $2,000.00 $4,000.00 63 2506.516 CASTING ASSEMBLY EACH 3 $750.00 $2,250.00 64 2511.501 RANDOM RIPRAP CLASS III CU YD 20 $150.00 $3,000.00 Total Schedule C-Storm Sewer Improvements Riviera Lane Option 1 $88,200.00 +5%Contingency $4,410.00 Subtotal Schedule C-Storm Sewer Improvements Riviera Lane Option 1 $92,610.00 +27%Indirect Costs $25,004.70 Total Schedule C-Storm Sewer Improvements Riviera Lane Option 1 $117,614.70 D.1 WATER MAIN IMPROVEMENTS - RIVIERA LANE OPTION 1 65 2021.501 MOBILIZATION LUMP SUM 1 $5,500.00 $5,500.00 66 2451.509 AGGREGATE BEDDING(CV) CU YD 20 $35.00 $700.00 67 2503.620 DUCTILE IRON FITTINGS POUND 1000 $5.00 $5,000.00 68 2504.602 8"GATE VALVE AND BOX EACH 1 $2,000.00 $2,000.00 69 2504.602 6"GATE VALVE AND BOX EACH 4 $1,500.00 $6,000.00 70 2504.602 HYDRANT EACH 4 $4,000.00 $16,000.00 71 2504.602 1"CURB STOP AND BOX EACH 15 $500.00 $7,500.00 72 2504.602 1"CORPORATION STOP EACH 15 $450.00 $6,750.00 73 2504.603 8"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 900 $55.00 $49,500.00 74 2504.603 6"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 60 $50.00 $3,000.00 75 2504.603 1"TYPE K COPPER PIPE LIN FT 450 $26.00 $11,700.00 76 2504.604 4"POLYSTYRENE INSULATION SQ YD. 20 1 $40.001 $800.00 Total Schedule D.1 -Watermain Improvements Riviera Lane Option 1 $114,450.00 +5%Contingency $5,722.50 Subtotal Schedule D.1-Watermain Improvements Riviera Lane Option 1 $120,172.50 +27%Indirect Costs $32,446.58 Total Schedule D.1 -Watermain Improvements Riviera Lane Option 1 $152,619.08 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 2 of 3 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity D.2 WATER MAIN IMPROVEMENTS - TRUNK LINE OPTION 1 77 2021.501 MOBILIZATION LUMP SUM 1 $18,400.00 $18,400.00 78 2104.501 REMOVE WATERMAIN LIN FT 10 $10.00 $100.00 79 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 4000 $3.00 $12,000.00 80 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 50 $5.00 $250.00 81 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 20 $8.00 $160.00 82 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 30 $8.00 $240.00 83 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 140 $5.00 $700.00 84 2105.501 COMMON EXCAVATION(EV)(P) CU YD 900 $18.00 $16,200.00 85 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON 1940 $22.00 $42,680.00 86 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 220 $3.50 $770.00 87 2360.501 TYPE SP 9.5 WEARING COURSE MIX(2,C) TON 500 $68.00 $34,000.00 88 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX(2,C) TON 500 $65.00 $32,500.00 89 2360.503 TYPE SP 9.5 WEARING COURSE MIX(2,C)(3.0"THICK)DWY SQ YD 50 $35.00 $1,750.00 90 2451.509 AGGREGATE BEDDING(CV) CU YD 20 $35.00 $700.00 91 2503.620 DUCTILE IRON FITTINGS POUND 3070 $5.00 $15,350.00 92 2504.602 IRRIGATION SYSTEM REPAIR EACH 1 $250.00 $250.00 93 2504.602 12"GATE VALVE AND BOX EACH 4 $6,500.00 $26,000.00 94 2504.602 8"GATE VALVE AND BOX EACH 1 $2,000.00 $2,000.00 95 2504.602 6"GATE VALVE AND BOX EACH 6 $1,500.00 $9,000.00 96 2504.602 HYDRANT EACH 6 $4,000.00 $24,000.00 97 2504.602 1"CURB STOP AND BOX EACH 13 $500.00 $6,500.00 98 2504.602 1"CORPORATION STOP EACH 13 $450.00 $5,850.00 99 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1 $2,500.00 $2,500.00 100 2504.603 12"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 1500 $65.00 $97,500.00 101 2504.603 8"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 20 $55.00 $1,100.00 102 2504.603 6"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 60 $50.00 $3,000.00 103 2504.603 1"TYPE K COPPER PIPE LIN FT 390 $26.00 $10,140.00 104 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ YD 20 $65.00 $1,300.00 105 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00 106 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 $1,000.00 $2,000.00 107 2575.505 SODDING TYPE LAWN(INCL TOPSOIL&FERT) SQ YD 1670 $5.00 $8,350.00 108 2582.502 4" SOLID LINE-EPDXY LIN FT 3000 $1.001 $3,000.00 109 2582.502 4" DOUBLE SOLID LINE-EPDXY LIN FT 1500 1 $1.501 $2,250.00 Total Schedule D.2-Watermain Improvements Trunk Line Option 1 $385,540.00 +5%Contingency $19,277.00 Subtotal Schedule D.2-Watermain Improvements Trunk Line Option 1 $404,817.00 +27%Indirect Costs $109,300.59 Total Schedule D.2-Watermain Improvements Trunk Line Option 1 $514,117.59 GRAND TOTAL RIVIERA LANE IMPROVEMENTS-OPTION 1 $1,299,422.41 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 3 of 3 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity SCHEDULE A. STREET IMPROVEMENTS - RIVIERA LANE OPTION 2 1 2021.501 MOBILIZATION LUMP SUM 1 $17,900.00 $17,900.00 2 2101.501 CLEARING ACRE 1 $2,500.00 $2,500.00 3 2101.505 GRUBBING ACRE 1 $2,500.00 $2,500.00 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 2900 $3.00 $8,700.00 5 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 300 $5.00 $1,500.00 6 1 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 200 $8.00 $1,600.00 7 2104.509 REMOVE SIGN EACH 3 $50.00 $150.00 8 2104.509 REMOVE MAILBOX SUPPORT EACH 2 $100.00 $200.00 9 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 100 $8.00 $800.00 10 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 300 $5.00 $1,500.00 11 2104.601 SALVAGE &REINSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $2,500.00 $2,500.00 12 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 15 $100.00 $1,500.00 13 2104.618 SALVAGE AND REINSTALL PAVER DRIVEWAY SQ FT 30 $50.00 $1,500.00 14 2105.501 COMMON EXCAVATION(EV)(P) CU YD 800 $18.00 $14,400.00 15 2105.507 SUBGRADE EXCAVATION(EV) CU YD 2600 $18.00 $46,800.00 16 2105.511 MUCK EXCAVATION CU YD 260 $18.00 $4,680.00 17 2105.522 SELECT GRANULAR BORROW(CV) CU YD 2820 $20.00 $56,400.00 18 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 3400 $3.00 $10,200.00 19 2112.501 SUBGRADE PREPARATION ROAD STA 9 $200.00 $1,800.00 20 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR 10 $150.00 $1,500.00 21 2130.501 WATER MGAL 10 $50.00 $500.00 22 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON 1650 $22.00 $36,300.00 23 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 200 $3.50 $700.00 24 2360.501 TYPE SP 9.5 WEARING COURSE MIX(2,C) TON 420 $68.00 $28,560.00 25 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX(2,C) TON 420 $65.00 $27,300.00 26 2360.503 TYPE SP 9.5 WEARING COURSE MIX(2,C)(3.0"THICK)DWY SQ YD 300 $35.00 $10,500.00 27 2505.601 UTILITY COORDINATION LUMP SUM 1 $2,500.00 $2,500.00 28 2531.501 CONCRETE CURB&GUTTER(SURMOUNTABLE&DESIGN B618) LIN FT 1900 $15.00 $28,500.00 29 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ YD 200 $65.00 $13,000.00 30 2540.601 MAIL BOX(TEMPORARY) EACH 15 $50.00 $750.00 31 2540.602 MAIL BOX SUPPORT EACH 2 $150.00 $300.00 32 2557.602 REPAIR DOG FENCE EACH 2 $200.00 $400.00 33 2558.602 IRRIGATION SYSTEM REPAIR EACH 2 $250.00 $500.00 34 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 $2,500.00 35 2564.531 SIGN PANELS TYPE C SQ FT 13 $35.00 $455.00 36 2564.602 SIGN PANELS TYPE SPECIAL EACH 2 $250.00 $500.00 37 2571.501 CONIFEROUS TREE 8'HT B&B TREE 5 $650.00 $3,250.00 38 2571.502 DECIDUOUS TREE 2.5"CAL B&B TREE 5 $650.00 $3,250.00 39 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT 1000 $3.00 $3,000.00 40 2573.530 STORM DRAIN INLET PROTECTION EACH 4 $200.00 $800.00 41 2573.540 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1000 $4.00 $4,000.00 42 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 $1,000.00 $1,000.00 43 2574.525 COMMON TOPSOIL BORROW(CV) CU YD 100 $35.00 $3,500.00 44 2575.502 SEED MIX 25-131 LBS 20 $100.00 $2,000.00 45 2575.502 SEED MIX 33-261 LBS 10 $100.00 $1,000.00 46 2575.505 SODDING TYPE LAWN(INCL TOPSOIL&FERT) SQ YD 2400 $5.00 $12,000.00 47 2575.523 EROSION CONTROL BLANKET CATEGORY 2 SQ YD 520 $3.001 $1,560.00 48 2575.571 RAPID STABILIZATION METHOD 3 MGAL 10 $500.00 $5,000.00 49 2575.604 SEEDING(INCL.TOPSOIL&FERT) ACRE 0.2 $10,000.001 $2,000.00 Total Schedule A-Street Improvements Riviera Lane Option 2 $374,255.00 +5%Contingency $18,712.75 Subtotal Schedule A-Street Improvements Riviera Lane Option 2 $392,967.75 +27%Indirect Costs $106,101.29 Total Schedule A-Street Improvements Riviera Lane Option 2 $499,069.04 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 1 of 3 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity B. SANITARY SEWER IMPROVEMENTS - RIVIERA LANE OPTION 2 50 2104.523 SALVAGE CASTING EACH 4 $150.00 $600.00 51 2503.602 CHIMNEY SEALS EACH 4 $350.00 $1,400.00 52 2503.603 SEWER POINT REPAIR EACH 1 $5,000.00 $5,000.00 53 2506.516 CASTING ASSEMBLY EACH 4 $750.00 $3,000.00 54 2506.602 REPAIR MANHOLE INVERT EACH 1 $2,000.00 $2,000.00 Total Schedule B-Sanitary Sewer Improvements Riviera Lane Option 2 $12,000.00 +5%Contingency $600.00 Subtotal Schedule B-Sanitary Sewer Improvements Riviera Lane Option 2 $12,600.00 +27%Indirect Costs $3,402.00 Total Schedule B-Sanitary Sewer Improvements Riviera Lane Option 2 $16,002.00 C. STORM SEWER IMPROVEMENTS - RIVIERA LANE OPTION 2 55 2105.604 GEOTEXTILE FABRIC TYPE IV SQ YD 30 $5.00 $150.00 56 2451.601 GRANULAR FOUNDATION AND/OR BEDDING CU YD 20 $25.00 $500.00 57 2501.515 18"RC PIPE APRON EACH 1 $500.00 $500.00 58 2502.541 4"PERF PVC PIPE DRAIN LIN FT 1900 $18.00 $34,200.00 59 2502.602 4"PVC PIPE DRAIN CLEANOUT EACH 10 $500.00 $5,000.00 60 2503.541 18"RC PIPE SEWER DESIGN 3006 CL III LIN FT 700 $48.00 $33,600.00 61 2506.501 CONST DRAINAGE STRUCTURE DES 484020 LIN FT 20 $250.00 $5,000.00 62 2506.501 CONST DRAINAGE STRUCTURE DES SPECIAL EACH 2 $2,000.00 $4,000.00 63 2506.516 CASTING ASSEMBLY EACH 3 $750.00 $2,250.00 64 2511.501 RANDOM RIPRAP CLASS III CU YD 20 $150.00 $3,000.00 Total Schedule C-Storm Sewer Improvements Riviera Lane Option 2 $88,200.00 +5%Contingency $4,410.00 Subtotal Schedule C-Storm Sewer Improvements Riviera Lane Option 2 $92,610.00 +27%Indirect Costs $25,004.70 Total Schedule C-Storm Sewer Improvements Riviera Lane Option 2 $117,614.70 D. WATER MAIN IMPROVEMENTS - RIVIERA LANE OPTION 2 65 2021.501 MOBILIZATION LUMP SUM 1 $5,500.00 $5,500.00 66 2451.509 AGGREGATE BEDDING(CV) CU YD 20 $35.00 $700.00 67 2503.620 DUCTILE IRON FITTINGS POUND 1000 $5.00 $5,000.00 68 2504.602 8"GATE VALVE AND BOX EACH 1 $2,000.00 $2,000.00 69 2504.602 6"GATE VALVE AND BOX EACH 4 $1,500.00 $6,000.00 70 2504.602 HYDRANT EACH 4 $4,000.00 $16,000.00 71 2504.602 1"CURB STOP AND BOX EACH 15 $500.00 $7,500.00 72 2504.602 1"CORPORATION STOP EACH 15 $450.00 $6,750.00 73 2504.603 8"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 900 $55.00 $49,500.00 74 2504.603 6"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 60 $50.00 $3,000.00 75 2504.603 1"TYPE K COPPER PIPE LIN FT 450 $26.00 $11,700.00 76 2504.604 4"POLYSTYRENE INSULATION SQ YD. 20 1 $40.001 $800.00 Total Schedule D.1 -Watermain Improvements Riviera Lane Option 2 $114,450.00 +5%Contingency $5,722.50 Subtotal Schedule D.1-Watermain Improvements Riviera Lane Option 2 $120,172.50 +27%Indirect Costs $32,446.58 Total Schedule D.1 -Watermain Improvements Riviera Lane Option 2 $152,619.08 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 2 of 3 Opinion of Probable Cost WSB Project: Riviera Lane and Shorewood Lane Street and Utility Improvement Project Design By: KAK Project Location: City of Shorewood Checked By: City Project No.: WSB Project No: 2925-24 Date: 3/8/2017 Item MN/DOT Estimated Estimated Unit Estimated Total Specification Description Unit Total No. Price Cost No. Quantity D.2 WATER MAIN IMPROVEMENTS - TRUNK LINE OPTION 2 77 2021.501 MOBILIZATION LUMP SUM 1 $17,400.00 $17,400.00 78 2104.501 REMOVE WATERMAIN LIN FT 10 $10.00 $100.00 79 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 3800 $3.00 $11,400.00 80 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 110 $5.00 $550.00 81 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 250 $5.00 $1,250.00 82 2105.501 COMMON EXCAVATION(EV)(P) CU YD 900 $18.00 $16,200.00 83 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON 1810 $22.00 $39,820.00 84 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 210 $3.50 $735.00 85 2360.501 TYPE SP 9.5 WEARING COURSE MIX(2,C) TON 470 $68.00 $31,960.00 86 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX(2,C) TON 470 $65.00 $30,550.00 87 2360.503 TYPE SP 9.5 WEARING COURSE MIX(2,C)(3.0"THICK)DWY SQ YD 110 $35.00 $3,850.00 88 2451.509 AGGREGATE BEDDING(CV) CU YD 20 $35.00 $700.00 89 2503.620 DUCTILE IRON FITTINGS POUND 2880 $5.00 $14,400.00 90 2504.602 IRRIGATION SYSTEM REPAIR EACH 1 $250.00 $250.00 91 2504.602 12"GATE VALVE AND BOX EACH 4 $6,500.00 $26,000.00 92 2504.602 8"GATE VALVE AND BOX EACH 1 $2,000.00 $2,000.00 93 2504.602 6"GATE VALVE AND BOX EACH 6 $1,500.00 $9,000.00 94 2504.602 HYDRANT EACH 6 $4,000.00 $24,000.00 95 2504.602 1"CURB STOP AND BOX EACH 10 $500.00 $5,000.00 96 2504.602 1"CORPORATION STOP EACH 10 $450.00 $4,500.00 97 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1 $2,500.00 $2,500.00 98 2504.603 12"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 1400 $65.00 $91,000.00 99 2504.603 8"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 20 $55.00 $1,100.00 100 2504.603 6"WATER MAIN-DUCT IRON CL 52(W/POLYWRAP) LIN FT 60 $50.00 $3,000.00 101 2504.603 1"TYPE K COPPER PIPE LIN FT 300 $26.00 $7,800.00 102 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00 103 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 $1,000.00 $2,000.00 104 2575.505 SODDING TYPE LAWN(INCL TOPSOIL&FERT) SQ YD 1560 $5.00 $7,800.00 105 2582.502 4" SOLID LINE-EPDXY LIN FT 2800 $1.00 $2,800.00 106 2582.502 4" DOUBLE SOLID LINE-EPDXY LIN FT 1400 $1.50 $2,100.00 Total Schedule D.2-Watermain Improvements Trunk Line Option 2 $364,765.00 +5%Contingency $18,238.25 Subtotal Schedule D.2-Watermain Improvements Trunk Line Option 2 $383,003.25 +27%Indirect Costs $103,410.88 Total Schedule D.2-Watermain Improvements Trunk Line Option 2 $486,414.13 GRAND TOTAL RIVIERA LANE IMPROVEMENTS-OPTION 2 $1,271,718.95 K:\02925-240\Quantity\Preliminary\KAK\OPC KAK 030817 3 of 3 APPENDIX C Assessment Map ID Preliminary Assessment Roll Feasibility Report Riviera Lane and Shorewood Lane Improvements City of Shorewood Project No.17-04 WSB Project No 2925-24 6 9 � 1® ♦i ®r �r ri 10 14 21 - 15 -- — 16 Project Location Assessment Parcels Assessment Map AL ® Shorewood Lane N Street & Utility Improvements 0 55 CITY OF Feet WSB SHOREWOOD City of Shorewood, MN 1 inch=550 feet F- m m m to m m m m o Z m O O O O O O O O O O O O O O O O O C 00 00 00 00 06 06 06 00 00 00 00 00 00 00 00 00 00 H H O - - - - - - - - - - - - - - - I� l0 l0 l0 l0 l0 l0 l0 lc lc lc lc lc lc lc lc OJ O O h 0 O w ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti r - - - - - - - - - - - O oo I� mm Q •n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n.n �* o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c .� . . . . . . . . . . . . . . . . . . . . . za E a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v w o m � a w r c-i .ti c-i .ti c-i .ti c-i v a > > 0 a z c c c c c c c c c c c c c c c c c c c c c c c y O v v v v v v v v v v v v v v v v v v v v v v v "O v "O "O "O -o -o -o a v v v v v v v v v v v v v v v v v v v v v v v } } } } } } } } } } } } } } } } } } } } } } - o E E E E E E E E E E E E E E E E E E E E E E E m LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL v - - - v ,-. - - - v v v v v c c c c c c c c c c c c c c c c c a a a a a a a a a 0 0 00 w o 0 0 0 0 0 0 o a a a a a a m a a a a Q Q Q a v m o ° M o o o o o o o o a a a a a a o a a a a a a a a t a 3 3 3 3 3 3 3 3 m m m m m m p m m m m m m m m } > > > > > > > > > > > > > > F- 0 0 0 0 0 0 0 0 - - - - E E f0 S S S S S S S S O O O O O O o d to to to to to to to to M C l0 w O N .y O O O O O O O O 1 1 C .--i .--i .--i .--i c-I O O M l0 N O � K OJ .-I �(1 I� N LD LD LD LD LD LD N LD LD LD LD LD LD LD LD K 'a v p m m m m N m m m m m m m m m m m m m m m m m r � C N K C v Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z D. Z v c r z< o 0 o v_, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v a o 0 0 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a E O o o 0 0 o z o o o o o o o 0 o o o o o o 0 0 3 3 3 x 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 0 o z x o S 0 0 0 0 0 0 0 x O 0 0 0 0 0 0 E ¢ > S S S w S S S S S S S S w S S S S S S S a } w 'a a a o a o Y m o a a a a Q a m Q Q Q Q Q Q a a m a o a o o r pp p Y o > a a a a Q a o a a a a a a a a Q z Q O U o �: Q � � � � � � p > > > > > > > > > > > > v 0 m r z x O U pi O O N LD S to 0 Vn 1 l0 l0 l0 El0: 0 LD N LD E�L(D 1 ELD ELD ELD E�l(0 1 E�ll((0 1 1 E O O O M C OJ J J OJ 0000 0 0 0O �N l(0 1 a N C ON � N � N O a z E m z F- O o F- 0 :5 S o J Q w 0 z w p J z O v o w o w a w r 3 m ° a o o w o o a o o z o o w m J Q Y z u w 0 w U Z Q w u Q S> S w } u r z r w } - Q S m LL O 0 0 Q vZi a a a Q a Z w Z z a z Z S o ,,, a F- 06 v O o p o LL z m �vi m Q Q Q Q w Q Q =0 _ S Q az r `n 0O r u z O m ° v J 0 0 o(D r m Q m r a Y Q u In °o o > a s p w a C3 v o Q w u F- `o n O C U O C of m O•RpVo 1 j .aa U O v° z m� d N IM M� N n M M N n M M N n M M N n M M N n M M N n M M N n M M O a N n M M a N n M M a N n M M a N n M M a N n M M O M O 0 O O O M O O O O O O a N n M M O O n.a N n M M--I O La N n M M D O N n M M O C N n M M O M N N n M M N N O N n M O.N N n M--I O O O O O O O O O O O O O O O O O O O O O O O O a o m m m m m m v O a . . . . . . . . . . . . O N N n M. M M a APPENDIX D Geotechnical Boring Logs Feasibility Report Riviera Lane and Shorewood Lane Improvements City of Shorewood Project No.17-04 WSB Project No 2925-24 B-2 t I _ r4' t' , a B-1. ANEW Q PROJECT Shorewood Lane Reconstruction A ET NO, Shorewood, Minnesota 01-07092 � AMERICAN SUBJECT Soil Boring Locations DATE ENGINEERING January 2017 TESTING, INC. Scale Drawn By Checked By As shown ii sC^r f .'mot 001W ' a J� tie -. -. ��Y e {. ~e-fit:'!- _ •�,Ri�c - r - h rl PROJECT Riviera Lane ReconStFUCtion A Shorewood, Minnesota 01-07092 DATE AMERICAN January 20 ENGINEERIN TESTING, INC. Checked B • • I Fiqure 2 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 01-07092 LOG OF BORING NO. B-1 (p• 1 Of 1) PROJECT: Riviera and Shorewood Lane Reconstruction; Shorewood,MN DEPTH ELEVATION: GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS FEET MATERIAL DESCRIPTION TYPE IN' WC DEN LL PL ,H20 5.25"Bituminous pavement FILL 1 8.25"FILL,silty sand with gravel,brown,frozen M (A-1-b) 2 FILL,mostly silty sand,a little gravel,brown, frozen to 2'(A-2-4) 3 FILL,mostly sandy lean clay,slightly organic,a 8 M SS 10 little gravel and silty sand,trace roots,dark x 13 brown and brown(A-6) 4 FILL,mostly sandy lean clay,a little gravel, brown,gray and dark brown(A-6) TILL 5 LEAN CLAY WITH SAND,slightly organic, 9 M SS 12 19 48 6— trace roots,black,firm to stiff(CL)(A-6) 7 8 8 M SS 16 25 9 10 9 M SS 14 27 11 12 LEAN CLAY,trace roots,gray,firm(CL) (A-7-6) 27 5 M SS 18 13 SANDY LEAN CLAY,a little gravel,gray,a 20 little brown,firm, laminations of silty sand(CL) 14 (A-6) FINE LEAN CLAY WITH SAND,a little gravel, ALLUVIUM 24 15 gray,a little brown,stiff,laminations of sandy TILL 13 M SS 14 silt and silty sand(CL)(A-6) j x 18 16 CLAYEY SAND,a little gravel,gray,a little brown,stiff,laminations of silty sand(SC)(A-6) END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO I n F12/28/16 TIME SAMPLED DTH DEPTH DEPTH FLUIID LEVEL LEVEL THE ATTACHED 0-14/Z 3.25 HSA 12:00 16.0 14.5 15.5 None SHEETS FOR AN EXPLANATION OF BORING TERMINOLOGY ON COMPLETED: 12/28/16 THIS LOG DR: DTS LG: DO Rig: 1C 06/04 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AFT JOB NO: 01-07092 LOG OF BORING NO. B-2 (p. I of 1) PROJECT: Riviera and Shorewood Lane Reconstruction; Shorewood,MN D FIELD&LABORATORY TESTS DEPTH SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC IN FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL mH20 3"Bituminous pavement FILL 1 FILL,mostly silty sand with gravel,dark brown, M frozen(A-1-b) 2 FILL,mostly silty sand,a little gravel and clayey sand,frozen to 20 (A-2-4) FINE LEAN CLAY,a little gravel,brown,a little gray, ALLUVIUM 8 M SS 14 25 78 3 firm,laminations of silty sand and clayey sand 4 (CL)(A-6) 5 SANDY LEAN CLAY, a little gravel,brown,a TILL little gray and dark brown,stiff,laminations of 11 M SS 14 19 6— silty sand and sandy silt(CL)(A-6) CLAYEY SAND,a little gravel,brown,very stiff(SC)(A-6) 8 16 M SS 16 19 9 10 16 M SS 16 19 I1 12 SANDY LEAN CLAY,a little gravel,brownish gray,a little brown,very stiff, laminations of 13 sandy silt(CL)(A-6) 17 M SS 18 19 14 SANDY LEAN CLAY,a little gravel,brown, very stiff(CL)(A-6) 15 16 M SS 14 19 16 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO 1 " DATE TIME SAMPLED DEPTIH DEPTH FLUIID LEVEL LEVEL THE ATTACHED 0-14/2 3.25 HSA 12/28/16 11:10 16.0 14.5 16.0 None SHEETS FOR AN EXPLANATION OF BORING TERMINOLOGY ON COMPLETED: 12/28/16 DR: DTS LG: DO Rig: 1C THIS LOG 06/04 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 01-07092 LOG OF BORING NO. B-3 (p. 1 of 1) PROJECT: Riviera and Shorewood Lane Reconstruction; Shorewood,MN DIN SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL o-#20 3.75"Bituminous pavement FILL 1 9.5"Crushed limestone base,light brown,frozen M 12 (A-1-b) 2 FILL,mixture of clayey sand and silty sand,a little gravel,dark brown and brown, frozen (A-2-6) 14 D SS 14 9 3 FILL,mostly clayey sand,a little gravel and silty sand,brown, frozen to 20"(A-6) 4 SANDY LEAN CLAY,a little gravel,brown,a TILL little gray,stiff,laminations of silty sand(CL) 5— (A-6) 11 M SS 16 19 61 6 7 8 16 M SS 14 17 9 10 14 M SS 12 16 11 12 LEAN CLAY,a little gravel,brown and gray, FINE stiff, laminations of silty sand(CL)(A-6) ALLUVIUM 25 CLAYEY SAND,a little gravel,brown,a little TILL 10 M SS 18 13 gray and dark brown,s tiff,laminations of silty 18 san Band sandy silt(SC)(A-6) 14 15 14 M SS 18 19 16 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO 1 , „ DATE TIME SAMPLED PTH DEPTH CAVE-IN E H FLUID LEVEL LEVEL THE ATTACHED 0-14/2 3.25 HSA 12/28/16 1:40 16.0 14.5 15.8 None SHEETS FOR AN EXPLANATION OF BORING TERMINOLOGY ON COMPLETED: 12/28/16 DR: DTS LG: DO Rig: 1C THIS LOG 06/04 AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AET JOB NO: 01-07092 LOG OF BORING NO. B-4 (p. I of 1) PROJECT: Riviera and Shorewood Lane Reconstruction; Shorewood,MN DEPTH SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS FEET MATERIAL DESCRIPTION TYPE ' WC DEN LL PL a#20 2.75"Bituminous pavement FILL 1 14"Crushed limestone base, light brown,frozen M 16 SANDY LEAN CLAY,a little gravel,brown, TILL OR 2 frozen to 24"then very stiff, laminations of silty FILL sand(CL)(A-6)(possible fill) 18 M SS 14 18 55 3 4 CLAYEY SAND,a little gravel,brown mottled, TILL very stiff,laminations of silty sand(SC)(A-6) 5 15 M SS 16 18 39 6 SANDY LEAN CLAY, a little gravel,brown, firm,laminations of silty sand(CL)(A-6) 8 5 M SS 8 20 9 10 6 M SS 10 21 11 12 LEAN CLAY WITH SAND,brown,a little dark FINE brown and gray,firm,laminations of silty san ALLUVIUM 19 13 dand sandy silt(CL)(A-6) 5 M SS 10 26 14 15 7 M SS 10 23 16 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED 0-141/2' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 12/28/16 1:30 16.0 14.5 15.7 None SHEETS FOR AN EXPLANATION OF BORING TERMINOLOGY ON COMPLETED: 12/28/16 DR: DTS LG: DO Rig: 1C THIS LOG 06/04 APPENDIX E Sanitary Sewer Televising Summary Feasibility Report Riviera Lane and Shorewood Lane Improvements City of Shorewood Project No.17-04 WSB Project No 2925-24 H HYDRO CKLEAM www.hydro-klean.com toll free 855.845.5326 Des Moines, IA Mankato, MN Rogers, MN Sioux Falls, SD Watertown, SD January 6, 2017 Paul Hornby City of Shorewood 5755 Country Club Road Shorewood, Minnesota 55331 Dear Paul; Thank you for the opportunity to provide the televising of your sanitary sewer in 2016. Based upon NASSCO PACP Condition Grades 1-5, only one line had minor attached deposits/encrustation. NASSCO condition grade for this defect is a 2 which is very minor. Please see the PACP Codes and Grading information in your bound report for additional information. Manhole Concerns Fourteen manholes were identified throughout the project area. Two of the manholes were buried. Three of these manholes can benefit from rehabilitation. Manhole # Rehabilitation Required Video 35-1 No rehab Video 35-1A No rehab Video 35-2 No rehab Buried, no video 35-3 No rehab Video 35-4 No rehab Video 35-5 No rehab Video 35-6 Grout 2 pipe connections and Video bottom barrel joint 35-7 No rehab Video 37-7 No rehab Video 38-16 No rehab Buried, no video 38-17 No rehab Video 38-18 Grout lift hole, 3 pipe Video connection and 3 barrel joints 38-19 Remove casting, install new Video adjustment rings, reset casting and new asphalt surface 75-7 No rehab Video Experience the difference. One call.One service provider.One experience. The hand-written manhole reports are printed in the bound copy of your report. The videos are located on your flash drive in a folder labelled Manholes. A proposal to address the rehabilitation on these structures is included in the package. Maintenance Your collection system will benefit from a yearly cleaning, televising and manhole inspection schedule to locate deficiencies before they pose a problem. Hydro-Klean's P.I.P.E. program will allow you to schedule maintenance items now at today's costs can save money while offering you the additional benefit of prioritized recommendations as well as no cost manhole inspections. Please contact us for a maintenance proposal suitable to your needs. Please call with any questions. Paul, we look forward to working with the City again. Sincerely, Michele McGreal Hydro-Klean, LLC Cell 612.845.4394 Hydro-Klean LLC 333 NW 49th Place #ffPoIPE1'I Des Moines, I2 5-050 Phone: (515)283-0500 Fax: (515)283-0505 Main Inspections Pipe Run and Scoring Project name: Mainline ID: Street: Shorewood MN 123016 38-17 A SHOREWOOD RIVIERA LN. Start date/time: Direction: Weather: Location code: 12/30/2016 7:57 AM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 11612017 5:03:24 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Grade Rating Rating Index Index 1 0 1 0 2 0 0 3 0 0 0000 0.00 0 0 0000 0.00 0 0.00 4 0 0 5 0 0 -J AMH '38-17' Started at 0.0 ft. wikh flow At 0.0 ft. on 12/3012016 7:57:00 AM AMH- Manhole i At 0.0 ft, MVVL- Water Level Lq L9 � o 07 a5,a rr. Stopped at 110.5 ft. with flow At 110.5 ft. an 12130f2016 7:57:00 AM � AMH- Manhole AMH '33-16' Main Inspections Pipe Run and Scoring Page 1 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 38-18 A SHOREWOOD RIVIERA LN. Start date/time: Direction: Weather: Location code: 12/30/2016 8:13 AM U Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:24 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 ,AMH '38-18' Stopped at 162.1 ft. against flow 4 At 182.1 ft. an 12/3012016 8;13:00 AM AMH - Manhole nj ni At 61.6 ft. 3/. J TF-Tap Factory 'r4 � z3fr.5 st, Ln Started at 0.0 fL against flow + At 2.0 fL 1/. on 12f3012016 8:13:04 AM — TF-Tap..Factar' ft. At 0.0 ft. AMH- Manhole AMH '38-17' At 0.0 ft. MVVL- Water Level Main Inspections Pipe Run and Scoring Page 2 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street. ShorewoodMN123016 38-19 A SHOREWOOD RIVIERA LN. Start date/time: Direction: Weather: Location code: 12/30/2016 8:30 AM U Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:23 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 2 2100 2.00 2 2.00 4 0 5 0 ,AMH '38-19' Stopped at 349.7 ft. against flow At 309.7 ft. on 12/3012016 8:30:00 AM AMH - Manhole At 246.6 ft. 10/. + 13 At 241.8 ft. 2/. TF-Tap Factory TF-Tap Fa dory # I& At 240.8 ft. 1216 DAE - Deposits Attached Encrustation r+s ray Rabng: 2 Category: O&M 154,s ft e � °—' At 13 2. ft. 9/. a� TFA-Tap Factory Active E M LA 232.3 ft Started at 0.0 ft. against flow + At 0.0 ft. on 13012016 8:30:00 AM AMH - Manhole 309.7 Ft } At 0.0 ft. T MVVL- Water Level AMH '38-18' Main Inspections Pipe Run and Scoring Page 3 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 38-7 A SHOREWOOD RIVIERA LN. Start date/time: Direction: Weather: Location code: 12/30/2016 9:43 AM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:23 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 AMH '38-7' Started at 0.0 ft. with flow At 0.0 ft. on 12/3012016 9:43:00 AM AMH- Manhole At 0.0 ft. MWL- Watff Level _+0 At 54,3 ft. 10/. TF-Ta p Factory '-62,5 rt. C lj� uq 0 0 G °—' At 236.5 ft, 3/. W TFA-Tap Factory Awe E 10 At 278.0 ft. 101. Ln TFA-Tap Factory Active 367.4 ft At 326,9 ft. 3/. 1D TF-Tap Factory 1 At 382.2 ft. 10/. TFA-Tap Factory Active Stopped at 410.5 ft. with flow� _-- _} At 410.5 ft. on 12130/2016 9:43:00 AM AMH- Manhole 410.5 ft- AMH '33-19' Main Inspections Pipe Run and Scoring Page 4 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 35-4 A SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 10:32 AM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:22 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Grade Rating Rating Index Index 1 0 0 2 0 0 0 0 0000 0.00 LO 0 0000 0.00 0 0.00 E5 4 0 0 AMH'35-4' Started at 0.0 ft. with flaw At 0.0 ft. on 12f30 12016 10:32:00 AM AMH- Manhole _ At 0.0 ft, MWL- Water Level _ [ft At 14,9 ft. 10/. TFA-Tap Factazy Attire 0� rn rn rn } CA At 41,3 ft. 9f. TF-C- Tap Factory Capped C C GJ � M � f17 Stopped at 99.9 ft. with flow � � At 99.9 ft. on 12,/3012016 10:32:04 AM C AMID- Manhole AMH'35-3' Main Inspections Pipe Run and Scoring Page 5 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 35-3 A SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 10:45 AM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:25 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 AMH'35-3' Started at 0.0 ft. with fl At 0.0 ft. on 12/30/2015 10:45:00 AM AMH - Manhole At 0.0 ft. MVVL- Water Level At 9,4 ft. 3/. } TF-Tap Factory U� U� C C GJ � M Z f17 3lrk Ft. Stopped at 41.5 ft. with flow At 41.5 ft. are 12J3012016 10:45:00 AM= AMH- Manhole 41.5 Et AMH'35-2' Main Inspections Pipe Run and Scoring Page 6 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 35-2 A SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 10:56 AM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:24 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 AMH'35-2' Started at 0.0 ft. with fl At 0.0 ft. on 12/30/2015 10:56:00 AM AMH - Manhole At 0.0 ft. MVVL- Water Level 0 0 Ln ors v} At 37.9 fL 9/. 3?., TF-Tap Rif" M Z 56.3 Ft Stopped at 75.0 ft. with flow At 75.0 ft. an 12J3012016 10:56:00 AM= AMH - Manhole 75•0 Et, AMH'35-1' Main Inspections Pipe Run and Scoring Page 7 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 35-1 A SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 11:03 AM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:24 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 AMH'35-V Started at 0.0 ft. with flaw At 0.0 ft. on 12/30/2015 11:03:00 AM AMH - Manhole At 0.0 ft. MVVL- Water Level 3&2 FE. 44 OR d 72A fL G.1 � G }. E M LA 3.08.6 iL Stopped at 144.8 ft. with flow + At 144.8 ft. on 12 130/2016 11:03;0+]AM AMH - Manhole 144.5 FL AMH'35-1A' Main Inspections Pipe Run and Scoring Page 8 of 11 Main Inspections Pipe Run and Scoring Project name: Maimiric Lu. City Street: ShorewoodMN123016 35-5 A SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 11:33 AM U Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/6/2017 5:03:24 PM Structural: 0&M: Overall: Grade Segment Pipe Quick Pipe Rating Segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Grade Rating Rating Index Index 1 0 0 2 0 0 0 0 0000 0.00 LO 0 0000 0.00 0 0.00 E5 4 0 0 AMH'35-5' Stopped at 310.9 ft. against flow 4 4 At 314.9 ft. on 12/30 12016 11:33:00 AM AMH- Manhole At 271.9 ft. 10f. 1118 TF-Tap Factory }10 At 242.0 ft. 2/. TF-Tap Factory rn rn 0 0 [+7 M a Ft c At 111.4 ft. 9/. i CU I& At 106.9 ft. 3/. M TFA-Tap Factory Active TFA-Tap Factory Active LA 2M.2 ft Started at 0.0 ft. against flow . At 0.0 ft. on 12/30/2016 11:33:00 AM AMH - Manhole 310,9 f. C-.) } At 0.0 ft. T MVVL- Water Level AMH'35-4' Main Inspections Pipe Run and Scoring Page 9 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 35-7 A SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 12:16 PM D Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:24 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 AMH'35-7' Started at 0.0 ft. with flow At 0.0 ft. on 12/30/2016 12:16:00 PM � AMH - Manhole At 0.0 ft. MVVL- Water Level � m _ ID At 43,6 ft. 10/. At 49.8 ft. 2f. i TF-Tap Factory ra TF-Tap Factory — � a� E M LA 93.5 ft Stopped at 111.3 ft. with flow � � At 111.3 ft. on 12130/2016 12:16;0+] PM AMH- Manhole 11113 ft AMH'35-6' Main Inspections Pipe Run and Scoring Page 10 of 11 Main Inspections Pipe Run and Scoring Project name: Mainline ID: City: Street: ShorewoodMN123016 35-5 B SHOREWOOD SHOREWOOD LN. Start date/time: Direction: Weather: Location code: 12/30/2016 12:50 PM U Shape: Material: Height: Width: C PVC 9 in. Scores Calculated at: 1/612017 5:03:24 PM Structural: O&M: Ove ra 11: Grade Segment Pipe Quick Pipe Rating 6See Pipe Quick Pipe Rating Pipe Rating Pipe Rating Grade Rating Rating Index Rating Rating Index Index 1 0 2 0 3 0 0 0000 0 0000 0.00 0 0.00 4 0 5 0 AMH'35-5' Stopped at 218,0 ft. against flow— 4 f At 218.0 ft. on 1213012016 12:50:00 PM � AMH- Manhole o � ao ao At 11 B.5 ft. 9J. TF-Tap Factory 109.0 Ft c E M LA 163.5#t Started at 0.0 fL against flow At 0.0 ft. on 1WO12016 12:50:00 PM AMH - Manhole 21M C-.) } ft- At 0.0 ft. T MVVL- Water Level AMH'35-6' Main Inspections Pipe Run and Scoring Page 11 of 11 Ap YELLOW STONE TRAtL - - 6025 _ 6030 " g,�y. 6040 - I +" 6055 !s -- 6060 �c 48'Right of Way 6085 6080 ' M H 38-19 C -6100 i� 6115 h 6120 ti 28'Back of Curb 6155 ;- _H3 8 8 6030 V R4 M H 38-17 38-16 6185 at 6180' 6175 M� 0 100 200 SCALE IN FEET ® Preliminary Layout WSB 292524T N0. Riviera Lane and Shorewood Lane Street DATE:DECEMBER 2016 and Utility Improvements sHCI wooD SHOREWOOD, MINNESOTA FIGURE MH ; -� M H 35-4 5520 5515 R45.5' M H 35-1 M H3 -3 - 5535 e. 5560 .., 5555 a. 5580 5575 _ 50'Right of Way .:L`,. M H 35-5 ■ 28'Back of Curb " 241 00 MH 35-6 5625 -r--- i' J M H 757 g M H 35-7 _� - r Lu of SMITHTOWN ROAD 0 100 200 SCALE IN FEET ® Preliminary Layout WSB 292524T N0. Riviera Lane and Shorewood Lane Street DATE:DECEMBER 2016 and Utility Improvements sHCI wooD SHOREWOOD, MINNESOTA FIGURE