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HomeMy WebLinkAboutItem 06.f Date: Item No. LAKEVILLE POINTE FINAL PLAT Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the final plat of Lakeville Pointe. Overview Ron Clark Construction representatives are requesting approval of the Lakeville Pointe final plat of one lot and one outlot for the construction of a 49-unit apartment building with underground parking on a 3.26 acre lot located east of Kenwood Trail (CSAH 50) at Jurel Way. The subject property is zoned O-R, Office/Residential Transition District. Multiple family dwellings are allowed by CUP in the O-R District. The Lakeville Pointe preliminary plat and conditional use permit were approved by the City Council at their June 20, 2016 meeting. At their September 19, 2016 meeting the City Council approved an amendment to the Zoning Ordinance to allow multiple family uses to request deferred parking by administrative permit. The developer may defer 21 of 123 required parking spaces, 62 of which will be located in an underground parking garage. The final plat is consistent with the approved preliminary plat. Primary Issues to Consider None Supporting Information • Final plat resolution • Signed development contract, warranty deed, and easement agreement • September 16, 2016 planning and engineering reports • August 23, 2016 Dakota County Plat Commission letter Financial Impact: $ Budgeted: Y☐ N☐ Source: Related Documents: (CIP, ERP, etc.): Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Daryl Morey, Planning Director October 17, 2016 Zoning and Subdivision Ordinances (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. __________ RESOLUTION APPROVING THE FINAL PLAT OF LAKEVILLE POINTE WHEREAS, the owner of the plat described as Lakeville Pointe has requested final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the preliminary plat approved by the City Council on June 20, 2016; and WHEREAS, the final plat is acceptable to the City. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The final plat of Lakeville Pointe is hereby approved subject to the development contract and security requirements. 2. The Mayor and City Clerk are hereby directed to sign the final plat mylars and the development contract. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 17th day of October 2016. CITY OF LAKEVILLE BY: _____________________ Matt Little, Mayor ATTEST: ________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. _______ is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 17th day of October 2016 as shown by the minutes of said meeting in my possession. ________________________ Charlene Friedges, City Clerk (SEAL) MEMORANDUM TO: Daryl Morey FROM: D. Daniel Licht, AICP DATE: 16 September 2016 RE: Lakeville – Lakeville Pointe; Final Plat TPC FILE: 135.01 BACKGROUND Ron Clark Construction & Design has submitted plans for the final plat of Lakeville Pointe, which consists of one, 3.1 acre lot to be developed with a three story multiple family building with 49 dwelling units. The subject site is located at the northeast quadrant of Kenwood Trail (CSAH 50) and 185th Street (CSAH 60). Applications for preliminary plat and a conditional use permit for multiple family dwellings within an O-R District and building height greater than 35 feet were approved by the City Council on 20 June 2016. Section 10-2-3.C of the Subdivision Ordinance makes application for final plat approval subject only to review and approval of the City Council. Exhibits: A. Site Location B. Approved Preliminary Plat C. Final Plat D. Site Plan ANALYSIS Comprehensive Plan. The subject site is guided by the Comprehensive Plan for development as Office/Residential Transition. This land use category anticipates development of neighborhood oriented retail or service businesses, low intensity offices, or conditional allowance of medium to high density residential uses. The proposed land use is consistent with the Comprehensive Plan. 2 Zoning. The subject site is zoned O-R, Office/Residential Transition District. Multiple family dwellings are allowed within the O-R District with approval of a CUP in accordance with Section 11-70-7.J of the Zoning Ordinance and subject to the performance standards of the RH-1 District. A conditional use permit allowing the proposed multiple family development was approved by the City Council on 20 June 2016. Surrounding Uses. The table below illustrates existing and planned land uses surrounding the subject site. The proposed multiple family development will serve as a desirable land use transition between CSAH 50 and the commercial properties to the north and the single family dwellings to the east and south. The subject site is physically separated from the adjacent single family neighborhood by a large Manage 2 wetland to the east of the subject site that will be final platted in an outlot deeded to the City as part of the Raven Lake 3rd Addition final plat. In addition, there will be no vehicle or pedestrian access between the subject site and the adjacent single family neighborhood. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Retail/Office/Convenience food East LD Residential RS-2 District Raven Lake 3rd Add. (SF) Single family South LD Residential RS-2 District Single family West HD Residential Restricted RH-1 District Southfork Village Apartments CSAH 50, Wetland Density. The 3.1 acre subject site is to be developed with 49 multiple family dwelling units. The density of the proposed development is 15.8 dwelling units per net acre. This level of density is consistent with the high density residential land use category defined by the Comprehensive Plan. The proposed development will assist the City in maintaining an average net density of 3.0 dwelling units per acre for residential land uses within the MUSA as required by the Metropolitan Council. Lot Area. Lots within the O-R District must be a minimum of 20,000 square feet. Additionally, multiple family uses must provide 2,500 square feet of lot area per dwelling unit as required by Section 11-61-13.B.2 of the Zoning Ordinance. With 49 multiple family dwelling units, the minimum lot area required for the proposed development is 122,500 square feet or 2.81 acres. The subject site is 135,236 square feet or 3.11 acres, which exceeds the minimum lot area requirements of the Zoning Ordinance. Lot Width. Lots within the O-R District must be a minimum width of 100 feet measured at the front setback line. The subject site is 500 feet wide and complies with the requirements of the Zoning Ordinance. Setbacks. The table below outlines setback requirements of the RH-1 District applicable to the subject site for development of a multiple family use: 3 Kenwood Tr. North East South Parking ROW Side/Rear Required 50ft. 30ft. 30ft. 30ft. 15ft. 5ft. Proposed 60ft. 35ft. 35ft. 35ft. 15ft. 40ft. Access. The subject site has one access to Kenwood Trail (CSAH 50), which is classified as an A- Minor Expander (arterial) roadway by the 2008 Lakeville Comprehensive Plan. Section 11-19- 7.I.6 of the Zoning Ordinance does not allow direct access to minor arterial streets for multiple family uses unless approved by the City Engineer. The access to Kenwood Trail (CSAH 50) is appropriate (and necessary) as the subject site has no other alternative access available due to existing adjacent development and physical constraints. The final plat and development plans include dedication of additional right-of-way for Kenwood Trail (CSAH 50) and construction of a dedicated right turn lane into the subject site. The design and location of the proposed access to Kenwood Trail (CSAH 50) is subject to review and approval of the City Engineer and Dakota County. Off-Street Parking. Section 11-19-9 of the Zoning Ordinance requires multiple family uses to provide 2.5 off-street parking stalls per dwelling unit. With 49 dwelling units, the subject site must include 123 off-street parking stalls. The submitted building and site plans provide for 62 enclosed parking stalls under the principal building accessed from the south elevation. There are also 40 surface parking stalls west of the principal building. The 102 off-street parking stalls are less than 123 stalls required to be constructed. The site plan illustrates an additional 21 parking stalls as proof-of-parking stalls. Section 11-19-7.J of the Zoning Ordinance is proposed to be amended to allow deferment of required parking for multiple family uses and the terms of such deferment will be outlined in the development agreement. Landscape Plan. The development includes a detailed landscape plan for the perimeter of the building and front entry. The landscaping at the north, east and west sides of the building includes significant numbers of evergreen trees to provide for year-round screening of the principal building, with shade trees for additional coverage and variety. The landscape plan, which was approved with the preliminary plat, specifies the sizes and quantities of all proposed plantings, which comply with Section 11-21-9.C of the Zoning Ordinance. The development agreement will include securities for the installation of the landscape plan. Park Dedication. A trail adjacent to the subject site along Kenwood Trail (CSAH 50) has been constructed as part of the recent Dakota County roadway improvement project. No land is to be dedicated to the City for parks and trails purposes as part of the preliminary and final plat of the subject site as no acquisitions are identified by the 2015 Parks, Trails and Open Space Plan. Park dedication requirements will be satisfied as a cash fee in lieu of land based on the fee schedule in effect at the time of final plat approval as outlined below:  49 dwelling units x $1,972/du = $96,628 4 Grading Plan. The submitted application includes grading, drainage and erosion control plans. The developer has also submitted a survey of existing trees within the proposed construction limits for the development. All grading, storm water management, and tree preservation issues are subject to review and approval of the City Engineer. Wetlands. Two small wetlands adjacent to Kenwood Trail are shown on the grading plan. Both will be impacted by the proposed development. All wetlands and wetland impacts are subject to review and approval of the City Engineer and Environmental Resources Manager. Utility Plan. The subject site is within the MUSA and sanitary sewer and water utilities are available to serve the property. The submitted development plans include a utility plan for connection to sanitary sewer and water utilities. All utility issues are subject to review and approval of the City Engineer. Easements. Section 11-4-4.A of the Subdivision Ordinance requires establishment of 10 foot wide drainage and utility easements at the perimeter of all proposed lots, which may overlay side lot lines. Easements as required by the Subdivision Ordinance are shown on the final plat. All drainage and utility easements are subject to review and approval of the City Engineer. Outlots. The final plat includes no outlots. Development Contract. The developer is required to enter into a development contract with the City for the public and private improvements, payment of applicable fees and posting of required securities. The development agreement will be drafted by the City Attorney and the developer is required to execute the development agreement prior to City Council approval of the final plat. CONCLUSION The proposed final plat for Lakeville Pointe is consistent with the Comprehensive Plan and the approved preliminary plat and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the final plat application subject to the following conditions: 1. Access onto Kenwood Trail (CSAH 50) is subject to review and approval of the City Engineer and Dakota County. 2. Landscaping shall be installed consistent with the approved plans and a security provided for within the development agreement. 3. Park dedication requirements will be satisfied as a cash fee in lieu of land equal to $96,628 to be paid upon execution of the development agreement. 5 4. All grading, storm water management, and tree preservation issues are subject to review and approval of the City Engineer. 5. All wetland issues are subject to review and approval of the City Engineer and Environmental Resources Manager. 6. All utility issues are subject to review and approval of the City Engineer. 7. All easements shall be subject to review and approval of the City Engineer. 8. The developer shall execute a development agreement prior to City Council consideration of the final plat. c. Justin Miller, City Administrator Zachary Johnson, City Engineer John Hennen, Parks and Recreation Director Roger Knutson, City Attorney ±Lakeville Pointe Final Plat City of Lakeville Aerial Map LAKEVILLE POINTE BUILDING SITE K E N W O O D T R A I L ( C S A H 5 0 ) J U R E L W A Y JUREL CT J A G U A R P A T H EXHIBIT A City of Lakeville Public Works – Engineering Division Memorandum To: Daryl Morey, Planning Director From: Matt Decur, Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: September 16, 2016 Subject: Lakeville Pointe • Final Plat Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review • Final Tree Preservation Plan Review BBAACCKKGGRROOUUNNDD R.E.C., Inc./dba Ron Clark Construction has submitted a final plat named Lakeville Pointe. The proposed development is located east of and adjacent to Kenwood Trail (CSAH 50) at the intersection of Kenwood Trail and Jurel Way. The parent parcel consists of Outlot B, Raven Lake Third Addition. The site is zoned O-R, Office/Residential Transition District. The final plat consists of one (1) lot within one (1) block and one (1) outlot on 3.26 acres. The outlot created with the final plat shall have the following use: Outlot A: Wetland complex; to be deeded to the City (0.08 acres) The proposed subdivision will be completed by: Developer: R.E.C., Inc./dba Ron Clark Construction Engineer: Sambatek LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 22 OOFF 88 SSIITTEE CCOONNDDIITTIIOONNSS The Lakeville Pointe site consists of 3.26 acres of wooded, undeveloped land. The property generally slopes west to east, draining to a wetland complex within Outlot A, Raven Lake Third Addition. An overhead transmission line is located within a 75-foot easement and crosses Kenwood Trail and through the northeast corner of the site. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Kenwood Trail (CSAH 50) Lakeville Pointe is east of and adjacent to Kenwood Trail, a minor arterial roadway as identified in the City’s Comprehensive Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Kenwood Trail. Currently, Kenwood Trail is constructed as a four-lane divided urban roadway with a dedicated left turn lane and right turn lane at the intersection of Jurel Way. 10-foot wide trails are located along both sides of Kenwood Trail. The current Dakota County Plat Needs Map dated April 16, 2013 identifies Kenwood Trail as a four-line divided roadway with a 75-foot of half right-of-way requirement. The underlying plat of Raven Lake Third Addition dedicated the necessary right-of-way; therefore, no additional right-of-way dedication is required with the Lakeville Pointe plat. The Dakota County Plat Commission reviewed the final plat at their August 22, 2016 meeting and recommended approval. Kenwood Trail adjacent to the parent parcel was reconstructed in 2015 to a four lane divided roadway with Dakota County Project Nos. 50-17 and 60-21 and City Project No. 09-07. The cash fee for the future upgrade of Kenwood Trail has not been collected on the parent parcel. The Developer shall provide a cash fee for the re-construction of Kenwood Trail. The cash fee is based on the rate in effect at the time of final plat and is calculated as follows: 497.56 x $107 / ff = $53,238.92 Kenwood Trail front footage Residential Urban Section Future Upgrade Fee Total The Developer will be required to comply with Dakota County permit requirements for access to Kenwood Trail and work within County right of way. Dakota County is requiring installation of a right turn lane on Kenwood Trail at the proposed access location. Design of the turn lane is subject to review and approval by Dakota County. SSIITTEE PPLLAANN The proposed development consists of a 21,340 square foot, 49-unit apartment building and parking lot. Access to the site will be from a proposed driveway onto Kenwood Trail, directly across from Jurel Way. The driveway and parking lot are adequately sized to allow truck circulation into and out of the site. Underground parking is provided for 62 vehicles. The surface parking lot will provide capacity for 61 vehicles, including two accessible stalls. Parking is being deferred on 21 of the 61 stalls. LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 33 OOFF 88 There is a tot lot, patio, and reinforced grass courtyard on the north side of the parking lot. The reinforced grass courtyard will serve as a fire lane to access the north end of the apartment building. The landscaping plan provides for several types of trees and shrubs in landscaped areas around the building and parking lot. Landscaping areas around the main building will be sodded and irrigated. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and site construction shall be from Kenwood Trail at the location of the proposed driveway. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Parks, Trails and Open Space Plan identifies a 10-foot wide trail on the east side of Kenwood Trail. A 10-foot wide concrete sidewalk was constructed adjacent to Lakeville Pointe in 2015 with City Project No. 09-07. The Developer shall provide a cash fee for its 5/8ths share of the construction costs (excluding grading and restoration) of the concrete sidewalk, based on the contractor’s bid prices for the project, at the time Lakeville Pointe is final platted. The cash fee is calculated as follows: $13,179.54 x 5/8 = $8,237.21 Trail Construction Cost (excluding grading and restoration) Developer’s Cost Share Total The Park Dedication Fee has not been collected on the parent parcel and shall be paid at the time of final plat approval. The Park Dedication Fee is based on the rate in effect at the time of final plat approval and is calculated as follows: 49 units x $1,972.00/dwelling unit = $96,628.00 Dwelling Units High Density Residential Park Dedication Fee Rate Total UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Lakeville Pointe is located within subdistrict OL-56110 and OL-56120 of the Orchard Lake sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed development. Private sanitary sewer will be extended from an existing stub within Kenwood Trail. An inside drop manhole will be constructed at the existing stub and 6” private sanitary sewer will be extended into the site to provide service to the development. LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 44 OOFF 88 The Lateral Sanitary Sewer Access charge is required for the sanitary sewer within Kenwood Trail. The fee will be required at the time Lakeville Pointe is final platted and will be based on the rate in effect at the time of final plat approval. The cash fee is calculated as follows: 497.56 x $41.50 = $20,648.74 Kenwood Trail Front Footage Lateral Sanitary Sewer Access Charge per Front Foot Total The Sanitary Sewer Availability Charge has been collected on the parent parcel. WWAATTEERRMMAAIINN Development of Lakeville Pointe includes connection to an existing 16” service stub within Kenwood Trail. Private watermain will be extended within the development to provide water service to the development. The Lateral Watermain Access Charge for watermain in Kenwood Trail has not been collected on the parent parcel. The Lateral Watermain Access Charge shall be collected at the time of final plat approval, based on the current rate in effect at the time of final plat. The cash fee is calculated as follows: 497.56 x $41.00 = $20,399.96 Kenwood Trail Front Footage Lateral Watermain Access Charge per Front Foot Total 1 x $408.00 = $408.00 Watermain Service Connections Lateral Watermain Access Charge per service Total Final sewer and water service connection locations and sizes will be reviewed by City staff with the final construction plans. OOVVEERRHHEEAADD LLIINNEESS The private existing overhead transmission lines, located at the northwest corner of Lot 1, Block 1 are not required by City Code to be buried and shall remain with the Lakeville Pointe improvements. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Lakeville Pointe is located within subdistricts OL-12A and OL-13 of the Orchard Lake drainage district as identified in the City’s Water Resources Management Plan. The City’s plan does not identify any storm sewer improvements within the proposed plat. Development of Lakeville Pointe includes construction of a private stormwater management basin to collect and treat runoff generated from the site. The basin will be located in the southeast corner of the site, adjacent to the wetland in Outlot A, Raven Lake Third Addition. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 55 OOFF 88 embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. Lakeville Pointe contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City. RREETTAAIINNIINNGG WWAALLLLSS Any retaining wall necessary for the building construction shall be privately owned and maintained and located outside of the public drainage and utility easements. Any retaining wall that is greater than 4-feet in combined height shall be designed by a registered geotechnical or structural engineer, consistent with MnDOT requirements. The Building Official must approve the retaining wall design and plans. SSTTOORRMM SSEEWWEERR The development of Lakeville Pointe includes the construction of a private storm sewer system. The privately-owned and maintained storm sewer will collect and convey stormwater runoff generated from within the development. Stormwater will be conveyed to a private filtration basin and eventually to the wetland located in Outlot A, Raven Lake Third Addition. Development of Lakeville Pointe also includes relocation of a public catch basin and public storm sewer within Kenwood Trail. A permit from Dakota County is required for work within the Kenwood Trail right of way. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and shall be paid at the time of final plat approval. The Trunk Storm Sewer Area Charge is calculated as follows: Gross Area of Raven Lake Third Addition 141,828.00 s.f. Less Area of Outlot A (Wetland) (-) 3,564.00 s.f. Total = 138,264.00 s.f. 138,264.00 s.f. x $0.198/s.f. = $27,376.27 Net Area of Raven Lake Third Addition Multi Family Residential Area Charge Total The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlot A to the City, consistent with City policy. The credit is based on the area of the outlot and is calculated at the rate of $5,500.00 per acre, and will be applied to the Lakeville Pointe final plat cash fees. The credit is calculated as follows: 0.08 acres x $5,500/acre = $440.00 LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 66 OOFF 88 Total Area of Outlot A Per Acre Credit Total Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Lakeville Pointe is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS The wetland delineation for the site identifies two small wetlands adjacent to Kenwood Trail. Wetland 2 will be deeded to the City within Outlot A, Lakeville Pointe. Wetland 3 will be impacted with the development. A de minims exemption for wetland 3 was processed and approved. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers. There are areas where the proposed grading extends into the minimum wetland buffer areas within Outlot A, Raven Lake Third Addition. A maintenance agreement for grading within the wetland buffer has been developed for the area. The agreement is included in the Development Contract. A $20,000 security will be held until the maintenance is completed per the maintenance agreement. Natural Area signs will be installed along the property line adjacent to the wetlands (13 locations) for Lot 1, Block 1. TTRREEEE PPRREESSEERRVVAATTIIOONN A tree preservation plan has been submitted. The plan shows a total of 788 significant trees within the site. The plan proposes to save 544 (69%) trees. The tree preservation plan satisfies City requirements. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP. Changes made throughout construction must be documented in the SWPPP. All basin slopes and slopes adjacent to wetlands must have erosion control blanket. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the Developer. LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 77 OOFF 88 SSEECCUURRIITTIIEESS The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Lakeville Pointe. CONSTRUCTION COSTS Connect to Existing Sanitary Sewer and Construct Manhole $13,100.00 Connect to Existing Watermain 1,900.00 Erosion Control, Grading, and Restoration 79,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 94,000.00 OTHER COSTS Developer’s Design (3.0%) $ 2,820.00 Developer’s Construction Survey (2.5%) 2,350.00 City’s Legal Expense (0.5%) 470.00 City Construction Observation (5.0%) 4,700.00 Developer’s Record Drawing (0.5%) 470.00 Maintenance Agreement – Grading in Wetland Buffer 20,000.00 Natural Area Signs 1300.00 Lot Corners 200.00 SUBTOTAL - OTHER COSTS $32,310.00 TOTAL PROJECT SECURITIES $ 126,310.00 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $200.00. The City shall hold this security until the Developer’s land surveyor certifies that all irons have been placed following site grading. CCAASSHH FFEEEESS A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 49 units x $8.42/unit/qtr. x 4 qtrs. = $1,650.32 Dwelling Units Streetlight Operating Fee Total A cash fee for one-year of environmental resources expenses shall be paid at the time of final plat approval and is calculated as follows: 49 units x 0.25 x $7.75/unit/qtr. x 4 qtrs. = $379.75 Dwelling Units Utility Factor Environmental Resources Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: LLAAKKEEVVIILLLLEE PPOOIINNTTEE ––FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1166,, 22001166 PPAAGGEE 88 OOFF 88 2 units x $75.00/unit = $150.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be either a .dwg file (AutoCAD) or a .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction costs, or $2,820.00. CASH REQUIREMENTS Future Upgrade Fee – Kenwood Trail $ 53,238.92 Cash Fee – Trail Construction Costs 8,237.21 Park Dedication Fee 96,628.00 Lateral Sanitary Sewer Access Charge 20,648.74 Lateral Watermain Access Charge 20,807.96 Trunk Storm Sewer Area Charge 27,376.27 Streetlight Operating Fee 1,650.32 Environmental Resources Expenses 379.75 City Base Map Updating Fee 150.00 City Engineering Administration (3.00%) 2,820.00 SUBTOTAL - CASH REQUIREMENTS $231,937.17 CREDITS TO THE CASH REQUIREMENTS Outlot A (Trunk Storm Sewer Fund) $440.00 SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS = $440.00 TOTAL CASH REQUIREMENTS $231,497.17 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, grading and erosion control plan, utility plan and tree preservation plan for Lakeville Pointe, subject to the requirements within this report.