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Home My WebLink About07N Summers Landing 4th Addition Street & Utility Improvements City Council Action Request Form March 18, 2020 Public Works/Engineering Consent Summers Landing 4th Addition Street & Utility Improvements Adopt Resolution 2020-043 approving the feasibility report and authorizing the preparation of plans and specifications for the Summers Landing 4th Addition Street & Utility Improvements. CC Memo Resolution Feasibility Report To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, PE, Public Works Director/City Engineer Date: March 13, 2020 Re: Summers Landing 4th Addition Street & Utility Improvements – Approve Feasibility Report and Authorize Preparation of Plans & Specifications Background The City is currently working with Summergate Companies on a 421-lot development known as Summers Landing. This development is located along the west side of Hadley Avenue, north of 95th Street and south of 90th Street, and is proposed to be completed in six phases. The first three phases of the development were completed in 2016, 2018, and 2019. The phases included 55, 91, and 75 single family lots, respectively, and publicly constructed infra- structure through the 429 assessment process. The developer has petitioned the City to com- plete the utility and street construction for the fourth phase as a City project through the 429 process as well. On February 5, 2020, the City Council authorized the preparation of a feasibility report for the Summers Landing 4th Addition. Discussion Feasibility Report On the basis of the Council’s previous action, a feasibility report has been prepared. Upon this analysis, the project is felt to be physically and financially feasible. The feasibility report is en- closed for the Council’s review. Summary of Infrastructure Improvements The Summers Landing 4th Addition Street & Utility Improvements project includes the con- struction of all public improvements within Summers Landing 4th Addition. This will include the extension of 8-inch and 10-inch sanitary sewers and 8-inch and 18-inch water mains through- out the development to serve all 122 lots. The sanitary sewer will connect into existing infra- structure within the existing Summers Landing Development. The water main will also connect into existing infrastructure within the Summers Landing Development. The 18-inch water main is being installed along 91stStreet and will connect with the existing main on Mississippi Dunes Boulevard. Per the City’s policy, the cost to upsize above 8-inch water main is reim- bursed through the Water Area Fund. Concrete storm sewer pipe will be installed throughout the 4th Addition to collect stormwater and route it to the stormwater ponds within the City outlots. Honorable Mayor, City Council, and Jennifer Levitt Summers Landing 4th Addition Street & Utility Improvements March 13, 2020 Page 2 The City standard residential 28-foot F-F road section will be constructed throughout the 4th Addition, which will consist of 3.5 inches of bituminous over 8 inches of aggregate base. Ini- tially, only the first 2-inch lift of bituminous will be placed, along with a bituminous wedge to protect the concrete curb and gutter. The bituminous wedge will be removed and the final 1.5- inch lift of bituminous will be placed during a final streets project when 90 percent of the homes are constructed or after three years. Residential streetlights with LED luminaries will be installed throughout the 4th Addition. Concrete sidewalk will also be installed within the devel- opment. Mass site grading for this phase is anticipated to start in late March, with utility and street con- struction beginning in June of 2020. Recommendation It is recommended that the City Council adopt a resolution approving the feasibility report and authorizing the preparation of plans and specifications for the Summers Landing 4th Addition Street & Utility Improvements. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2020-XXX RESOLUTION APPROVING FEASIBILITY REPORT AND AUTHORIZING THE PREPARATION OF PLANS AND SPECIFICATIONS FOR SUMMERS LANDING 4TH ADDITION WHEREAS, pursuant to a resolution passed by the City Council on February 5, 2020, the City Engineer was authorized to prepare a feasibility report for the Summers Landing 4th Addition; and WHEREAS, the City Engineer did prepare said feasibility report and is now presenting the feasibility report to the City Council for approval. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, as follows: 1. The feasibility study for the Summers Landing 4th Addition Street & Utility Im- provements finds the improvements to be necessary, cost effective, and feasible and is hereby approved. 2. Said improvements are hereby ordered and shall hereafter be known and re- ferred to as the Summers Landing 4th Addition Street & Utility Improvements. Said ordering of the improvements shall be valid for a period of eighteen (18) months from the date of this resolution. 3. The preparation and acquisition of public roadway and/or utility easements and agreements, including necessary appraisals and legal descriptions, are hereby authorized. 4. The City Council is hereby authorized to execute the necessary easements. 5. It is hereby ordered that construction plans and specifications for the utility and street improvements shall be prepared Passed this 18th day of March, 2020. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk Feasibility Report for th Summers Landing 4Addition Street and Utility Improvements Prepared for: City of Cottage Grove, Minnesota March, 2020 Stantec Project No. 193804969 I hereby certify that this 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. _______________________________________________ David R. Sanocki, P.E. Reg. No. 40973 March 18, 2020 CITY OF COTTAGE GROVE TABLE OF CONTENTS TABLE OF CONTENTS ................................................................................................................................... 1 PROJECT SUMMARY .................................................................................................................................... 2 INTRODUCTION ........................................................................................................................................ 2 PROJECT SCOPE ...................................................................................................................................... 2 Required Improvements ..................................................................................................................... 3 Required Easements ............................................................................................................................ 4 Required Permits .................................................................................................................................. 4 PROJECT COSTS ....................................................................................................................................... 5 Estimated Construction Cost .............................................................................................................. 5 Area Charges ....................................................................................................................................... 6 City Fees ............................................................................................................................................... 6 th Hadley Avenue and 95 Street Assessment ..................................................................................... 7 Builder Escrow ...................................................................................................................................... 8 Developer Cost Summary .................................................................................................................. 9 RECOMMENDATIONS TO COUNCIL ..................................................................................................... 10 PROJECT SCHEDULE .................................................................................................................................. 11 APPENDIX th Summers Landing 4 Addition Preliminary Cost Estimate FIGURES th Figure 2 Summers Landing 4 Addition Utility Map th Figure 3 Summers Landing 4 Addition Sidewalk & Trail Map th Figure 4 Summers Landing 4Addition Phasing Map th Summers Landing 4 Addition Street and Utility Improvements 1 CITY OF COTTAGE GROVE PROJECT SUMMARY INTRODUCTION The City is currently working with Summergate Companies on developing the Summers Landing 4th Addition. The development is located on the west sides of Mississippi Dunes Boulevard, adjacent to the Summers Landing 2nd and 3rd Additions (see figure 4 in the Appendix of this Report). Like the first three phases of this development the Developer has petitioned the City to complete the Summers Landing 4th Addition Street and Utility Improvements through the Chapter 429 process with construction starting in 2020. This Report will address the proposed utility and street improvements for the Summers Landing 4th Addition. Summergate Companies proposes to construct 122 single family lots. Each of the lots will receive City sanitary, water, and street improvements. PROJECT SCOPE This project consists of utility and street improvements in the general location shown in Figure 1: Figure 1 Ï General Project Location th Summers Landing 4 Addition Street and Utility Improvements 2 Required Improvements This project includes the construction of public sanitary sewer, water main, storm sewer, and public streets to service the proposed development. The proposed utility layout for the Summers Landing 4th Addition is shown on Figure 2 in the appendix of this Report. Sanitary sewer, water main, storm sewer, and street improvements are proposed for all lots in the Summers Landing 4th Addition development. S ANITARY S EWER The sanitary sewer for Summers Landing 4th Addition will be served from the existing ten-inch sanitary sewer located on the west end of 91st Street South, the existing ten-inch sanitary sewer located on the west end of 92nd Street South, and the existing ten-inch sanitary sewer located on the west end of 93rd Street South. The sanitary sewer was installed in 2019 as part of the Summers Landing 3rd Addition Project. Figure 2 in the Appendix of this Report shows the proposed sanitary sewer extension through the Summers Landing 4th Addition. The sanitary sewer lines within the Summers Landing 4th Addition will be eight inches or ten inches in diameter and will be extended to the west edges of the plat to help serve future development phases. W ATER M AIN Ductile iron water main will be installed throughout the development and will be between eight inches and eighteen inches in diameter. The proposed Summers Landing 4th Addition water main will connect to the existing eighteen inch water main located in 91st Street South just west of Mississippi Dunes Boulevard, the eight inch water main located in 92nd Street South west of Mississippi Dunes Boulevard, and the eight inch water main located in 93rd Street South west of Mississippi Dunes Boulevard. As part of the public improvements, eighteen-inch trunk water main will be installed. A water main oversizing credit will be provided to the Developer for water main trunk improvements installed within the development. Water services will be provided for the islands to allow for irrigation. S TORM S EWER The Summers Landing 4th Addition will include the installation of public storm sewer for the development and will include the construction of a new storm water pond and infiltration area in the middle of the development to collect and treat runoff from the site. Treated storm water will then be directed southwest through the proposed park area within the development. S TREETS AND S IDEWALK/P ATHWAYS The accesses to the 4th Addition will be from 91st Street South, 92 Street South, and 93rd Street South. Future connections to the west ends of 91st Street South and 93rd Street South are anticipated. This Report proposes to install permanent curb and gutter and place the first lift of bituminous for all streets. A bituminous wedge will be placed to protect the curb and gutter until the final lift of bituminous is placed. The cost for the final lift of bituminous has been included in this Report. It is estimated that the final lift of bituminous would be installed approximately three years after the bituminous base lift has been placed or when at least 90 percent of the homes are constructed. Common Excavation for the streets was not included in this Report because it is assumed that the DeveloperÔs grading contractor will be completing this task. If this work is not done prior to the street and utility work, there would be additional costs added for the common excavation of the street areas. th Summers Landing 4 Addition Street and Utility Improvements 3 Figure 3 in the Appendix of this Report shows the proposed development sidewalks and trails that will be constructed as part of this project. As part of the Hadley Avenue Reconstruction Project in 2016 trails were installed along the west side of Hadley Avenue adjoining the development. A portion of the costs for the Hadley Avenue trails, based on the number of lots constructed, are being assessed during each phase of the development. The Developer was responsible for the costs associated with constructing the Hadley Avenue turn lanes adjacent to the development, a portion of the Hadley Avenue construction costs from 90th Street to 95th Street, a portion of the 95th Street construction costs from Hadley Avenue to Mississippi Dunes Boulevard and a portion of the roundabout costs at 95th Street and Hadley Avenue. These improvements that were constructed as part of the Hadley Avenue Reconstruction project in 2016 are being assessed with each phase of the development. Required Easements All public utilities will be located under the public street right-of-way and within dedicated utility easements. Required Permits This project requires the following permits: MPCA General Storm Water Permit (NPDES Permit). MPCA Sanitary Sewer Extension Permit. MN Department of Health Water Main Permit. th Summers Landing 4 Addition Street and Utility Improvements 4 PROJECT COSTS Estimated Construction Cost A detailed cost estimate has been prepared for the construction of the utilities and streets to serve this development (See Appendix). All costs are based on 2020 construction pricing and include an additional 22 percent for indirect costs associated with the project. No costs have been included for capitalized interest. th Table 1.1 Ï Estimated Construction Costs for the Summers Landing 4Addition Public Improvements Estimated Construction 2020 Site improvement Cost (Phase 4) Per Lot General $114,050 $935 Sanitary Sewer $557,175 $4,567 Water Main $503,100 $4,124 Services $302,700 $2,481 Storm Sewer $855,640 $7,013 Street Improvements $763,730 $6,260 Bituminous Trails $120,770 $990 Sidewalks $165,590 $1357 Lighting $66,450 $545 Subtotal $3,449,205 $28,272 ($63,290) ($519) Water Main Credit for Oversizing Subtotal ($63,290) ($519) Total Estimated 2020 Construction Costs $3,385,915 $27,753 22% Indirect Costs (legal, engineering, testing and administrative) $744,901 $6,106 Total Project Costs $4,130,816 $33,859 2020 Improvement Financial Guarantee (40%) $1,652,327 Final Streets Financial Guarantee (130%) $341,302 (1) Total Financial Guarantee $1,993,629 th Street Onsite Improvements (2016 Allocated Construction Hadley & 95 (2) Cost (Phase 4) Per Lot Construction) Sanitary sewer, water main, and trails $145,946 $1,196 (1) The Developer will be required to provide a financial guarantee to the City for the proposed public improvements in the Summers Landing 4th Addition totaling $1,993,629. This amount is 40 percent of the total project costs for the proposed 2020 improvements ($1,652,327) and 130 percent of the total estimated construction cost for the final streets ($341,302). The Developer also will have to submit a separate site grading and erosion control letter of credit (LOC), in the amount of $359,678, prior to commencement of site grading operations (as shown in the Table 1.A below). (2) $145,946 is the portion of the Hadley & 95th Street onsite assessment ($464,065). The developer previously paid $99, 139 in phase 3 and $125,671 in phase 2, $93,310 remains to be paid in future development phases. th Summers Landing 4 Addition Street and Utility Improvements 5 th Table 1.A Ï Site Grading & Erosion Control Items for the Summers Landing 4 Addition Est. Quantity Est. Total Cost ITEM Unit Unit Cost (Phase 4) (Phase 4) Site Grading Restoration: CY $3.00 29,500 $88,500 Re-Spread Topsoil (P) Site Grading Restoration: AC $1,000.00 54.8 $54,800 MnDOT 250 Seed & Mulch Misc. Site Grading LS $5,000.00 1 $5,000 Pond Maintenance & Cleaning LS $15,000.00 1 $15,000 Erosion Control - Temp. Rock Construction EA $1,500.00 3 $4,500 Entrance Erosion Control Ï Silt fence, LF $3.50 12,550 $43,925 Machine Sliced EOF & Swale Seed/Blanket SY $3.50 7,160 $25,060 Street Sweeper HR $150.00 20 $3,000 With Pick Up Broom Estimated Total $239,785 LOC (150%) $359,678 Area Charges The total area of Summers Landing development is 160 acres. Area charge credits for ponding and road right away (Hadley Avenue and 95th Street) have been figured into the area charges. The net acreage used to calculate the area charges has been split among the proposed 421 residential lots. th Table 1.2 - Area Charges, Summers Landing 4Addition Total Phase 3 Per Lot Area Charges Sanitary Area Charge $ 51,037 $418 Water Area Charge $ 89,760 $736 Storm Area Charge Ï single family $123,219 $1,010 Total Area Charges $264,016 $2,164 City Fees The below referenced amounts apply to this project and are listed in the 2020 City Fee schedule: th Table 1.3 Ï City Fees, Summers Landing 4 Addition Total Phase 4 Per Lot Cash City Supplied Pole & Luminaires $34,850 $286 Seal Coating: Streets $17,500 $143 Seal Coating: Bituminous Trails $7,500 $61 Street Light Utility and Surcharge $9,135 $75 Park and Open Space Markers $4,370 $36 Park Dedication Fee $190,808 $1,564 Total Cash $264,163 $2,165 th Summers Landing 4 Addition Street and Utility Improvements 6 $0 $5,839 $2,318 $62,389 $30,392 $70,459 $24,252 $40,268 $26,570 $169,079 $235,917 on Outlot Assessment Outstanding $0 $75 $30 $800 $390 $903 $311 $516 $341 $2,168 $3,025 2020 Phase 4 Assessment Amt. Per Lot $0 $9,133 $3,625 $97,582 $47,536 $37,932 $62,983 $41,557 $110,204 $264,455 $368,995 2020 Phase 4 Amount Assessment 2019 Phase 3 Amount Assessment 2018 Phase 2 Amount Assessment 2016 Phase 1 Amount Assessment $1,931 $3,109 $2,463 $33,872 $4,864 $7,833 $6,204 Cost $176,310 $25,319 $40,772 $32,291 $234,942 $33,738 $55,169 $42,784 Street Off Site Assessment, Summers Landing 4th Addition th Developer $408,743 $58,697 $94,523 $74,860 (Percent) Developer Responsibility to the Developer over the next ten years: 100% *$218,660 $98,042 $32,669 $25,767 427 30% $361,928 $51,974 $83,697 $66,286 Table 1.4 Ï Hadley & 95 Costs Actual th Street Assessment ment $13,446 100% $13,446 th Street th Addition Street and Utility Improvements 7 Street th th Street & 95 th Assessments Street to 95 Street costs: Hadley thth Hadley Avenue turn lanes adjacent to Summers Landing $33,872 100% Hadley Avenue costs: 90(excludes turn lanes & trails adjacent to development) $1,206,95Avenue to Mississippi Dunes Blvd. (excludes trails adjacent to development) $352,620 50% Roundabout costs (Intersection of 95Non-participating (Water main, Hadley Avenue south of 95Street east of Hadley Avenue) 1,295,595 0% $0 $0 $0 $0 SubTotal Construction Costs $3,910,371 $980,853 $140,854 $226,825 $179,641 Summers Landing 1st - Sanitary, Water, Trails $682,726 Sanitary Sewer Ease SubTotal $696,172 $232,106 $99,973 $35,778 $28,230 Indirect Costs (legal, engineering, testing and administration) $645,352 Total Project Costs $5,251,895 $1,447,901 $274,565 $317,772 $250,655 & Hadley Avenue) $1,021,857 40% Hadley Avenue and 95 The below references amounts will be assessed *$464,065 is included on the Hadley & 95th Street onsite assessment. Summers Landing 4 Builder Escrow The below referenced escrow and fees will be collected for each lot at the time the building permit is issued: th Table 1.5 Ï Builder Escrow, Summers Landing 4 Addition Builder Escrow Per Lot Yard & Boulevard Sod $4,065 Boulevard Trees $430 Sidewalk Replacement $800 Property As-built Survey & Corner Pin Placement $1000 Total Builder Escrow $6,295 th Table 1.6 Ï Builder Fees, Summers Landing 4 Addition Builder Fees* Per Lot Sod and Blvd. Tree Inspection Fee $150 Curb Stop Inspection Fee $150 Grading As-built Review Fee $35 Right-of-way Permit Fee $50 Total Builder Fee $385 * Fee collected with building permit th Summers Landing 4 Addition Street and Utility Improvements 8 Developer Cost Summary The following table summarizes the DeveloperÔs costs for this project. These costs are the DeveloperÔs costs only for the Summers Landing 4th Addition Improvements. th Table 1.7 - DeveloperÔs Cost Summary, Summers Landing 4 Addition Site Improvements Total Phase 4 Per Lot General $114,050 $935 Sanitary Sewer $557,175 $4,567 Water Main $503,100 $4,124 Services $302,700 $2,481 Storm Sewer $855,640 $7,013 Street Improvements $763,730 $6,260 Bituminous Trails $120,770 $990 Sidewalks $165,590 $1357 Lighting $66,450 $545 Subtotal $3,449,205 $28,272 ($63,290) ($519) Water Main Credit for Oversizing Subtotal ($63,290) ($519) 2020 Estimated Construction Cost $3,385,915 $27,753 22% Indirect Costs (legal, engineering and administrative) $744,901 $6,106 Total Project Costs $4,130,816 $33,859 th(1) Hadley & 95 Street Onsite Assessment Agreement $145,946 $1,196 (2) Hadley & 95th Street Off Site Assessment Agreement $368,996 $3,025 Subtotal $514,942 $4,221 Area Charges Sanitary Area Charge $ 51,037 $418 Water Area Charge $ 89,760 $736 Storm Area Charge Ï single family $123,219 $1,010 Total Area Charges $264,016 $2,164 Cash Total Phase 3 Per Lot City Supplied Pole & Luminaires $34,850 $286 Seal Coating: Streets $17,500 $143 Seal Coating: Bituminous Trails $7,500 $61 Street Light Utility and Surcharge $9,135 $75 Park and Open Space Markers $4,370 $36 Park Dedication Fee $190,808 $1,564 Total Cash $264,163 $2,165 Total Costs $ 5,173,937 $42,409 (1) A portion of the onsite assessment ($464,065). (2) Off site improvements constructed as part of the Hadley Avenue Reconstruction Project in 2016: Hadley Avenue Turn lanes adjacent to development ($9,133), Hadley Avenue between 90th Street and 95th Street ($97,582), 95th Street between Hadley Avenue and Mississippi Dunes Blvd. ($47,536), Roundabout at 95th Street and Hadley Avenue ($110,204), Summers Landing ($37,932 for sanitary, water, and trails), Sanitary sewer easement ($3,625), and Indirect cost ($62,983 for legal, engineering, testing and administrative). th Summers Landing 4 Addition Street and Utility Improvements 9 FINANCING The Developer has petitioned the City to complete the Summers Landing 4th Addition Street and Utility Improvements through the Chapter 429 process with construction starting in 2019. The Developer will finance all applicable Area Charges and other City fees described in this Report. RECOMMENDATIONS TO COUNCIL It is the finding of this Report that the proposed improvements are necessary and cost effective. The following recommendations are made: Adopt this Report as the guide for development of the proposed improvements. The City installs the public improvements with construction being substantially completed by September 1, 2020. The City install the final lift of bituminous for the streets after three years or after 90 percent of the homes in the development have been constructed. R EQUEST FOR C OUNCIL A CTION Approve Feasibility Report and Order the preparation of Plans and Specifications for this project. th Summers Landing 4 Addition Street and Utility Improvements 10 PROJECT SCHEDULE The following project schedule assumes that the project would begin in the summer of 2020. Council Approves Feasibility Report and Authorizes the Preparation of Plans and March 18, 2020 Specifications April 1, 2020 Approve Plans and Specifications, Approve Preliminary and Final Plat, Approve Development Agreement and Set Bid date Bid Date April 30, 2020 Bid Award May 6, 2020 Substantial Completion September 1, 2020 th Summers Landing 4 Addition Street and Utility Improvements 11 APPENDIX Summers Landing 4th Addition Preliminary Cost Estimate Phase 4 EstimatedPhase 4 Estimated ItemUnitPhase 4 QuantityUnit CostTotal Cost PART 1 - GENERAL 1MOBILIZATIONLS130,000.00$ 30,000.00$ 2TRAFFIC CONTROLLS12,000.00$ 2,000.00$ 3STREET SWEEPER WITH PICKUP BROOMHR20150.00$ 3,000.00$ 4TEMPORARY HYDROMULCHAC7.52,000.00$ 15,000.00$ 5SEEDINGLB6003.00$ 1,800.00$ 6HYDRAULIC MATRIXAC62,000.00$ 12,000.00$ 7SALVAGED TOPSOIL BORROW (LV)CY325015.00$ 48,750.00$ 8SEDIMENT CONTROL LOGSLF3005.00$ 1,500.00$ TOTAL PART 1 - GENERAL$ 114,050.00 PART 2 - SANITARY SEWER 98" PVC SANITARY SEWER PIPE, SDR 35, 10-20' DEEPLF245060.00$ 147,000.00$ 108" PVC SANITARY SEWER PIPE, SDR 26, 20-30' DEEPLF135090.00$ 121,500.00$ 1110" PVC SANITARY SEWER PIPE, C900, 20-30' DEEPLF550120.00$ 66,000.00$ 124' DIA SANITARY MH, INCL. R-1642-B CSTG & HDPE ADJ. RINGSEA273,500.00$ 94,500.00$ 13SANITARY STRUCTURE OVERDEPTHLF200200.00$ 40,000.00$ 14CONNECT TO EXISTING SANITARY PIPEEA13,000.00$ 3,000.00$ 15CONNECT TO EXISTING SANITARY MANHOLEEA212,000.00$ 24,000.00$ 16TELEVISE SANITARY SEWERLF43502.50$ 10,875.00$ 178" X 4" PVC WYE, SDR 26EA107250.00$ 26,750.00$ 1810" X 4" PVC WYE, C900EA15400.00$ 6,000.00$ 1910" PVC PLUGEA1150.00$ 150.00$ 20IMPROVED PIPE FOUNDATIONLF43504.00$ 17,400.00$ TOTAL PART 2 - SANITARY SEWER$ 557,175.00 PART 3 - WATER MAIN 216" DIP WATER MAIN, CL. 52, INCL. POLY WRAPLF15045.00$ 6,750.00$ 228" DIP WATER MAIN, CL. 52, INCL. POLY WRAPLF430050.00$ 215,000.00$ 2318" DIP WATER MAIN, CL. 51, INCL. POLY WRAPLF850100.00$ 85,000.00$ 246" GATE VALVE AND BOXEA121,600.00$ 19,200.00$ 258" GATE VALVE AND BOXEA122,100.00$ 25,200.00$ 2618" BUTTERFLY VALVE AND BOXEA28,000.00$ 16,000.00$ 276" MEGALUGEA55100.00$ 5,500.00$ 288" MEGALUGEA85120.00$ 10,200.00$ 2918" MEGALUGEA13300.00$ 3,900.00$ 30HYDRANTEA124,500.00$ 54,000.00$ 31DUCTILE IRON FITTINGSLB30507.00$ 21,350.00$ 32CONNECT TO EXISTING WATER MAINEA32,000.00$ 6,000.00$ 33SALVAGE AND REINSTALL HYDRANTEA32,000.00$ 6,000.00$ 34SALVAGE AND REINSTALL 6" GATE VALVE AND BOXEA31,000.00$ 3,000.00$ 356 INCH CONCRETE HYDRANT ACCESS PADSF24020.00$ 4,800.00$ 36IMPROVED PIPE FOUNDATIONLF53004.00$ 21,200.00$ TOTAL PART 3 - WATER MAIN$ 503,100.00 PART 4 - SERVICES 374" PVC, SCH. 40, SANITARY SERVICE PIPELF550018.00$ 99,000.00$ 384" PVC, SCH. 40, SANITARY SERVICE RISER PIPE LF50025.00$ 12,500.00$ 391" CORPORATION STOPEA122250.00$ 30,500.00$ 401" CURB STOP & BOXEA122350.00$ 42,700.00$ 411" TYPE "K" COPPER WATER SERVICELF590020.00$ 118,000.00$ TOTAL PART 4 - SERVICES$ 302,700.00 PART 5 - STORM SEWER 42CONNECT TO EXISTING PIPEEA21,500.00$ 3,000.00$ 4312" RCP STORM SEWER, CLASS 5LF229040.00$ 91,600.00$ 4415" RCP STORM SEWER, CLASS 5LF162045.00$ 72,900.00$ 4518" RCP STORM SEWER, CLASS 5LF58055.00$ 31,900.00$ 4621" RCP STORM SEWER, CLASS 4LF117060.00$ 70,200.00$ 4724" RCP STORM SEWER, CLASS 3LF80070.00$ 56,000.00$ 4827" RCP STORM SEWER, CLASS 3LF76080.00$ 60,800.00$ 4930" RCP STORM SEWER, CLASS 3LF45095.00$ 42,750.00$ 5036" RCP STORM SEWER, CLASS 3LF190110.00$ 20,900.00$ 512' X 3' CB W/ R-3067-V(B) & HDPE RINGSEA92,100.00$ 18,900.00$ 5248" CBMH W/ R-3067-V(B) AND HDPE RINGS 8' DEEPEA184,000.00$ 72,000.00$ 5348" CBMH W/ SUMP, W/ R-3067-V(B) AND HDPE RINGS 8' DEEPEA15,200.00$ 5,200.00$ 5448" CBMH W/ R-4342 AND HDPE RINGS 8' DEEPEA124,000.00$ 48,000.00$ 5548" CBMH W/ R-1642-B AND HDPE RINGS 8' DEEPEA94,000.00$ 36,000.00$ 5660" CBMH W/ R-3067-V(B) AND HDPE RINGS 8' DEEPEA35,000.00$ 15,000.00$ 5760" CBMH W/ SUMP, W/ R-3067-V(B) AND HDPE RINGS 8' DEEPEA26,200.00$ 12,400.00$ 5860" CBMH W/ R-4342 AND HDPE RINGS 8' DEEPEA25,000.00$ 10,000.00$ 5972" CBMH W/ R-3067-V(B) AND HDPE RINGS 8' DEEPEA46,000.00$ 24,000.00$ 6072" CBMH W/ SUMP, W/ R-3067-V(B) AND HDPE RINGS 8' DEEPEA37,200.00$ 21,600.00$ 61POND OUTLET STRUCTUREEA16,000.00$ 6,000.00$ 62STORM STRUCTURE OVERDEPTHLF90250.00$ 22,500.00$ 6312" RCP FLARED END SECTION, INCL. TRASH GUARDEA31,500.00$ 4,500.00$ 6421" RCP FLARED END SECTION, INCL. TRASH GUARDEA22,300.00$ 4,600.00$ 6527" RCP FLARED END SECTION, INCL. TRASH GUARDEA23,000.00$ 6,000.00$ 6630" RCP FLARED END SECTION, INCL. TRASH GUARDEA23,500.00$ 7,000.00$ 6736" RCP FLARED END SECTION, INCL. TRASH GUARDEA14,300.00$ 4,300.00$ 68CLASS III RANDOM RIPRAPCY230100.00$ 23,000.00$ 69IMPROVED PIPE FOUNDATIONLF78604.00$ 31,440.00$ 70PROTECTION OF CATCH BASIN IN STREETEA40250.00$ 10,000.00$ 71STORM DRAIN INLET PROTECTIONEA14250.00$ 3,500.00$ 72TELEVISE STORM SEWERLF78602.50$ 19,650.00$ TOTAL PART 5 - STORM SEWER$ 855,640.00 PART 6 - STREETS 73REMOVE BITUMINOUS PAVEMENTSY4506.00$ 2,700.00$ 74SAWING BITUMINOUS PAVEMENTLF1005.50$ 550.00$ Y120010.00$ 12,000.00$ 75SUBGRADE EXCAVATION (EV)C 76SUBGRADE PREPARATION - STREETSY174001.50$ 26,100.00$ 774" PVC, SCH. 40, 3 CONDUIT PRIVATE UTILITY CROSSINGLF80012.00$ 9,600.00$ 7812" AGGREGATE BACKFILL - SALVAGEDCY58007.50$ 43,500.00$ Y1750016.00$ 280,000.00$ 798" AGGREGATE BASE, CLASS 5, 100% CRUSHEDS 802" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)SY1400012.00$ 168,000.00$ 81BITUMINOUS WEDGELF95304.00$ 38,120.00$ 82B618 CONCRETE CURB AND GUTTERLF65020.00$ 13,000.00$ 83D428 CONCRETE CURB AND GUTTERLF888017.00$ 150,960.00$ 84CONNECT DRAINTILE TO STRUCTUREEA26250.00$ 6,500.00$ 854" PERFORATED PVC DRAIN TILE, SDR 26LF52015.00$ 7,800.00$ 86SIGN PANELS TYPE CSF25100.00$ 2,500.00$ 87SALVAGE AND REINSTALL PERMANENT BARRICADE - STREETSEA6400.00$ 2,400.00$ TOTAL PART 6 - STREETS$ 763,730.00 PART 7 - BITUMINOUS TRAILS Y81013.00$ 10,530.00$ 88COMMON EXCAVATION - TRAILC 89GEOTEXTILE FABRICSY34003.00$ 10,200.00$ 906" AGGREGATE BASE, CLASS 5, 100% CRUSHEDSY340010.00$ 34,000.00$ 912.5 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)SY300020.00$ 60,000.00$ 926" CONCRETE PEDESTRIAN CURB RAMPSF15020.00$ 3,000.00$ 93TRUNCATED DOME SURFACESF3270.00$ 2,240.00$ 94PERMANENT BARRICADE - TRAILEA2400.00$ 800.00$ TOTAL PART 7 - BITUMINOUS TRAILS$ 120,770.00 PART 8 - SIDEWALKS KLF305.00$ 150.00$ 95SAWING CONCRETE SIDEWAL 96REMOVE CONCRETE SIDEWALKSF1502.00$ 300.00$ 97COMMON EXCAVATION - SIDEWALKCY65013.00$ 8,450.00$ 984" AGGREGATE BASE, CLASS 5, 100% CRUSHEDSY22308.00$ 17,840.00$ Y185065.00$ 120,250.00$ 996" CONCRETE SIDEWALKS 1006" CONCRETE PEDESTRIAN CURB RAMPSF66020.00$ 13,200.00$ 101TRUNCATED DOME SURFACESF6070.00$ 4,200.00$ 102SALVAGE AND REINSTALL PERMANENT BARRICADE - SIDEWALKEA3400.00$ 1,200.00$ TOTAL PART 8 - SIDEWALKS$ 165,590.00 PART 9 - LIGHTING ASSEMBLE AND INSTALL CITY SUPPLIED LUMINAIRE AND POLE, TYPE A-1 103EA16500.00$ 8,000.00$ 104CONCRETE POLE BASE, TYPE A-1EA16700.00$ 11,200.00$ 105CONNECT TO FEEDPOINTEA3400.00$ 1,200.00$ 106#6 AWG WIRELF145501.50$ 21,825.00$ 107HANDHOLEEA4600.00$ 2,400.00$ 1081.5" NON-METALLIC CONDUITLF48504.50$ 21,825.00$ TOTAL PART 9 - LIGHTING$ 66,450.00 TOTAL PART 1 - GENERAL$ 114,050.00 TOTAL PART 2 - SANITARY SEWER$ 557,175.00 TOTAL PART 3 - WATER MAIN$ 503,100.00 TOTAL PART 4 - SERVICES$ 302,700.00 TOTAL PART 5 - STORM SEWER$ 855,640.00 TOTAL PART 6 - STREETS$ 763,730.00 TOTAL PART 7 - BITUMINOUS TRAILS$ 120,770.00 TOTAL PART 8 - SIDEWALKS$ 165,590.00 TOTAL PART 9 - LIGHTING$ 66,450.00 Subtotal - Construction Costs$ 3,449,205.00 Water Main Oversizing Credit$ (63,290.00) Total Estimated Construction Costs$ 3,385,915.00 Est. Indirect Costs (22%)$ 744,901.30 Total Project Costs$ 4,130,816.30 2020 Improvement LOC (40%)$ 1,652,326.52 Final Streets LOC (130%)$ 341,302.00 Total LOC$ 1,993,628.52 SITE GRADING & EROSION CONTROL Y295003.00$ 88,500.00$ 1SITE GRADING RESTORATION: RE-SPREAD TOPSOIL (P)C 2SITE GRADING RESTORATION: MnDOT 250 SEED & MULCHAC54.81,000.00$ 54,800.00$ 3MISC. SITE GRADINGLS15,000.00$ 5,000.00$ 4POND MAINTENANCE & CLEANINGLS115,000.00$ 15,000.00$ 5EROSION CONTROL - TEMP. ROCK CONSTRUCTION ENTRANCEEA31,500.00$ 4,500.00$ 6EROSION CONTROL - SILTFENCE, MACHINE SLICEDLF125503.50$ 43,925.00$ 7EOF & SWALE SEED/BLANKETSY71603.50$ 25,060.00$ 8STREET SWEEPER WITH PICK UP BROOMHR20150.00$ 3,000.00$ TOTAL - SITE GRADING, EROSION CONTROL, LANDSCAPING239,785.00$ LOC (150%)359,677.50$ FINAL STREETS: (DEV RESPONSIBILITY AND COVERED IN FINAL STREET PLANS) 1MOBILIZATIONLS110,000.00$ 10,000.00$ 2TRAFFIC CONTROLLS12,500.00$ 2,500.00$ 3REMOVE AND MILL BITUMINOUS WEDGELF95304.00$ 38,120.00$ 4REMOVE & REPLACE CONCRETE CURB & GUTTER (PRIOR TO WEAR COLF48060.00$ 28,800.00$ 5REMOVE & REPLACE CONCRETE SIDEWALK (PRIOR TO WEAR COURSE SF84018.00$ 15,120.00$ 6ADJUST FRAME & RING CASTINGEA28700.00$ 19,600.00$ 7ADJUST VALVE BOXEA14400.00$ 5,600.00$ 81.5" TYPE SP 9.5 VIRGIN WEARING COURSE MIXTURE (3,C)SY1400010.00$ 140,000.00$ 9BITUMINOUS MATERIAL FOR TACK COATGAL7004.00$ 2,800.00$ TOTAL - FINAL STREETS$ 262,540.00 LOC (130%)341,302.00$ FIGURES N LCRP84,UNSX969408391,ONSX969408391,VNSX969408391,:sferX gwd.seitilitU-2erugiF_969408391\\ytilibisaeF\\gwD\\DAC\\969408391\\evitca\\8391\\:V:emangniwarD mp33:1-0202/42/20:etaDtolP N UNSX969408391,ONSX969408391,VNSX969408391,LCRP84,:sferX gwd.sliarT&klawediS-3erugiF_969408391\\ytilibisaeF\\gwD\\DAC\\969408391\\evitca\\8391\\:V:emangniwarD mp43:1-0202/42/20:etaDtolP DP X l r r o e a t f w s D : i , n a 1 g t 9 e 3 n : 8 a 0 0 m 2 4 / 9 e 2 6 :4 9 / V X 2 : S 0 \\ N 2 1 0 V 9 - 3 , 1 8 4 : \\ 3 8 6 a P p R c m C t i v L e , 1\\ 9 1 3 90TH ST. S. 9 8 3 0 8 4 0 9 4 6 9 9 X6 S9 N \\ OC A D \\ D w g \\ F e a 91ST ST. S. s i FUTURE b i 9 l 1 S T i S T . S t. y \\ 1 9 PHASE 3 3 8 0 4 9 PHASE 6. 9 S _ F E i g VM u O I r S e C S L 4 I A S - S P H I h P T a P 0 s I . i 9 n D S g U. M N T S E a 9 2 N DS p B A T Y S . .B S d L 1 w V 9 g D . . S E V O C T S 1 9 PHASE 4 . S . T S D N 2 9 T.S. 92NDS PHASE 2 G R A N A D A . A VS E . . E S V .. S . T S DA R 3 9 T.S. 93RDS Y E L D A . H D V L B . S S E NY . UA S B D . . I D T S P S R P E 3 I V9D S OS R I C3 S L 9 S A I M D R 3 94TH ST. S. 9 . PHASE 3 S . . S T . C T S H T H 4 T 9 4 9 PHASE 1 FUTURE 94TH ST. S. PHASE 95TH ST. S. N 0200400 PHASING MAP CITY OF COTTAGE GROVE FIGURE:4 SUMMERS LANDING 4TH ADDITION 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROJ. NO.: 193804969DATE: 2/24/2020