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HomeMy WebLinkAboutItem 083601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763, 231 .5840 Facsimile: 763.427.0520 TPCTPCgPlanningCo.com MEMORANDUM TO: Daryl Morey FROM: Daniel Licht, AICP DATE: 12 March 2015 RE: Lakeville - Avonlea TPC FILE: 135.01 BACKGROUND Mattamy Homes has submitted plans for development of Avonlea located adjacent to Cedar Avenue between 179th Street and future 185th Street. The submitted plans include an overall concept for development of 469.6 acres and first phase development of 191.9 acres consisting of 251 dwelling units. The proposed development requires applications to amend the Comprehensive Plan Staged MUSA Expansion Areas Plan, 2030 Land Use Plan and Transportation Plan; a Zoning Map amendment to establish a PUD, Planned Unit Development District; and PUD Development Stage Plan and Preliminary Plat for Phase 1. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 19 March 2015. Exhibits: A. Site Location Map B. Avonlea PUD Booklet C. Existing Conditions (2 sheets) D. Demolition and Tree Removal Plan E. Overall Preliminary Plat F. Preliminary Plat —West G. Preliminary Plat — East H. Preliminary Site Plan (Multi -Family Area) I. Preliminary Overall Grading, Drainage & Erosion Control Plan J. Preliminary Grading, Drainage & Erosion Control Plan (7 sheets) K. Preliminary Utility Plan (2 sheets) L. Preliminary Landscape Plans (4 sheets) M. Dakota County Plat Commission Letter N. PUD Ordinance ANALYSIS MUSA. The boundaries of the Staged MUSA Expansion Areas Plan were defined by the 2008 Lakeville Comprehensive Plan on a preliminary basis generally following watershed boundaries and sanitary sewer service districts. Staging MUSA expansion serves to minimize costly investments in new infrastructure by building on existing development patterns, utilities and roadways while accommodating forecasted growth. The Staged MUSA Expansion Areas Plan divides the proposed Avonlea development between the current Municipal Urban Service Area (MUSA) and the Urban Reserve (Not before 2020). The developer has demonstrated that sanitary sewer and water utilities can be extended to serve the Avonlea development at their cost based on a conceptual utility plan that has been submitted. The developer has also provided a preliminary phasing plan for development of Avonlea beyond Phase 1 for a total of five phases allowing the City to evaluate the timing of construction relative to the utility, transportation and service staging elements of the Comprehensive Plan. The proposed extension of utilities to the subject site and phasing plan for development beyond Phase 1 has been reviewed by City staff and found to be consistent with the City's growth management policies and that there is adequate public service capacity to accommodate the proposed development. City staff recommends that the Staged MUSA Expansion Areas Plan be amended to include the entire Avonlea development within the current MUSA in conjunction with the Phase 1 preliminary plat. Land Use Plan. The 2030 Land Use Plan guides the portion of the Avonlea development within the current MUSA for a range of residential uses from Low/Medium Density Residential to High Density Residential. The portion of the Avonlea development located within the Urban Reserve are undefined relative to the 2030 Land Use Plan and designated only as a Special Plan Area that was generally guided to provide a minimum density of 7.0 du/ac. within one-quarter mile of Cedar Avenue and an average 3.0 du/ac. for other residential uses. The proposed applications would include an amendment of the 2030 Land Use Plan to change the land use designations to be consistent with those identified on the Avonlea Illustrative Master Plan for the entire 496.6 acres. Evaluation of the 2030 Land Use Plan amendments must take into consideration the requirement to maintain an average 3.0 dwelling units per acre density for residential development within the MUSA in implementing the 2030 Land Use Plan. Analysis done at the time the 2030 Land Use Plan was adopted estimated that the average net density of the land uses planned within the MUSA and MUSA Expansion Areas A and B would be 3.9 dwelling units per acre. This analysis has been updated in the table below to evaluate the effect of the change in land use for the Avonlea development: N City of Lakeville Net Density of Residential Development 2030 Land Use Plan for MUSA, MUSA Ex ansion Areas A and B Residential Land Use Gross Wetland/ Acres Water Areas Net Acres Expected Density du/ac Number of Units Low Density 6,721.70 304.55 6,417.15 2.6 16,685 Low/Medium Density 1,097.00 28.44 1,068.56 5.0 5,342 Medium Density 1,140.25 49.94 1,090.31 7.0 7,632 Medium to High Density 494.57 8.09 486.48 8.0 3,891 High Density Residential 145.27 19.86 125.41 9.0 1,128 Manufactured Home Park 197.29 17.55 179.74 4.1 737 Avonlea 469.6 196.9 272.7 3.96 1,081 TOTAL 10,265.68 428.43 9,640.35 36,596 ESTIMATED NET DENSITY 3.79 du/ac. Notes: 1. Potential number of units will be less to account for local streets and development of non-residential uses. 2. Net acres for Avonlea calculated based on Illustrative Master Plan including collector streets, parks, wetlands and basins. The proposed Avonlea Illustrative Master Plan contained in the PUD Booklet is just over the average net density requirement within the area of the development at 3.18 dwelling units per acre factoring the areas of wetlands and collector street right-of-way. Subtracting additional land on the Avonlea Illustrative Master Plan to be dedicated to the City for storm water management and/or public/private park area increases the density to 3.96 dwelling units per acre. The acquisition by the City of 66.5 acres of land within the Urban Reserve for a community park has no effect to the City's density benchmark. The development planned south of future 185th Street is likely to be greater than 3.0 dwelling units per net acre in density. To this end, the Comprehensive Plan amendment to revise the 2030 Land Use Plan in accordance with the residential uses illustrated on the Avonlea Illustrative Master Plan guiding the entire development for Low to Medium Density Residential, Medium Density Residential, High Density Residential, Parks and Restricted Development land uses will have a negligible effect on the City's ability to realize residential development densities of 3.0 dwelling units per net acre or more within the MUSA or residential density commitments for the Urban Reserve. Zoning. The Avonlea development is zoned a mix of RA District, RS -4 District, RST -2 District, RM -1 District, RM -2 District and RH-2 District corresponding to the Staged MUSA Expansion Areas Plan and the land uses guided by the 2030 Land Use Plan. The developer is requesting consideration of a rezoning of the entire Avonlea development to PUD, Planned Unit Development District to provide flexibility in the application of lot requirements and subdivision design standards and the integration of public and private open space within the development. Section 11-96-3 allows for establishment of PUD Districts for developments including low density residential uses provided the area is at least 320 acres. The gross area of the Avonlea development is 469.6 acres meeting the minimum area requirement for establishment of a PUD District. City staff supports the application establishing a PUD District for the proposed development as consistent with the purpose statements outlined in Section 11-96-1 of the Zoning Ordinance, including promoting development consistent with the Comprehensive Plan in consideration of project elements that provide a higher standard of amenity or character and to promote a more creative approach to land use and enhancement of natural features. Section 11-96-5 of the Zoning Ordinance states that the allowed uses within a PUD District may include all of the permitted uses, permitted accessory uses, conditional uses, interim uses or uses by administrative permit allowed in the various districts established by Chapter 45 of the Zoning Ordinance provided that they would be allowable under the Comprehensive Plan. To provide direction and anticipate the full range of uses that may be accommodated within Avonlea, each of the land uses shown on the Avonlea Illustrative Master Plan will be associated with uses allowed in the most closely related conventional zoning district as outlined below: Avonlea Illustrative Master Plan Lakeville Zoning District Single Family RS -4 District Detached Townhome RST -2 District Row Townhouse RM -1 District Multiple Family RH-1 District Open Space City and HOA buildings, structures and uses only. EAW. The Scope of the Avonlea development required preparation of an Environmental Assessment Worksheet (EAW) in accordance with Minnesota Rules Chapter 4410. The EAW was approved by the City and distributed to the Environmental Quality Board (EQB) and persons and agencies listed on the EQB EAW Distribution List. Notification of the EAW was published in the EQB Monitor on 27 October 2014, starting the mandatory 30 -day comment period, and also within the 17 October 2014 edition of the Lakeville Messages newsletter. The 30 -day comment period ended on 26 November 2014. On 5 January 2015, the City Council adopted a negative declaration regarding the project's potential for significant environmental effects. The developer is working with the MPCA to address their concern regarding previous activities that took place on site prior to Mattamy Homes' demolition of the existing farmstead and outbuildings last fall. Surrounding Land Use. The subject site is surrounded by the following existing and planned land uses shown in the table below. The proposed land uses will be compatible with existing and planned land uses surrounding the subject site. Direction Land Use Plan Zoning Map Existing Use North MD Residential RM -1 Undeveloped Public/Quasi Public P/OS Central Maintenance L/MD Residential RS -4 Undeveloped M/HD Residential P/OS Undeveloped 11 East Urban Reserve RA District Agriculture South Urban Reserve RA District Agriculture West L/MD Residential RS -4 District Undeveloped Transportation. There are several major roadways designated by the Transportation Plan adjacent to or bisecting the Avonlea development. The developer prepared a traffic study for the proposed development evaluating the impact of traffic generated by the subdivision on the capacity of adjacent roadways as part of the required EAW. The preliminary plat for Phase 1 provides dedication of right-of-way for Cedar Avenue (A - Minor Expander) and Street J (minor collector) on the east edge of the plat consistent with the 2030 Transportation Plan and Avonlea Transportation Master Plan. All proposed rights-of-way are consistent with the 2030 Transportation Plan. The preliminary plat was reviewed by the Dakota County Plat Commission at their 26 January 2015 meeting. The Plat Commission approved the preliminary plat subject to a 100 foot half right-of-way dedication for Cedar Avenue. Street Functional Classification Required ROW Proposed ROW Cedar Ave. A -Minor Expander 200ft. 200ft. 185 St. A -Minor Expander 150ft. 150ft. Parkway Highview Ave. Major Collector 100-120ft. 50ft. E Y2 Hamburg Ave. Minor Collector 80ft. 80ft Street J Minor Collector 80ft. 80ft. E/W minor collector Minor Collector 80ft. Not Shown The 2030 Transportation Plan also designates an east -west minor collector street between Highview Avenue and Cedar Avenue north of 185th Street. This roadway has not been incorporated as part of the Avonlea Illustrative Master Plan and Avonlea Transportation Master Plan for the development. The land uses illustrated on the Avonlea Illustrative Master Plan are a significant decrease in development density from that planned by the 2030 Land Use Plan. The need for this minor collector street was evaluated as part of the traffic study prepared with the EAW, which determined that the traffic volumes within the area of the subdivision north of 185th Street will not necessitate the minor collector street between Highview Avenue and Cedar Avenue. City staff recommends that the 2030 Transportation Plan be amended as part of the Comprehensive Plan amendment application to remove this designated minor collector street corridor within the development boundaries. The areas of Phase 1 on either side of Cedar Avenue are shown to have only one access point. There are 160 dwelling units west of Cedar Avenue and 90 dwelling units (plus an undetermined number of multiple family uses) east of Cedar Avenue within Phase 1. The Fire Chief and Police Chief were consulted regarding the single access points and both stated that the Phase 1 access as proposed is acceptable. Local Streets. The Avonlea Transportation Master Plan illustrates two right-of-way and section designs for local streets and cul-de-sacs within the proposed development. The 5 City's standard local street section is 60 feet of right-of-way with a 32 foot wide street and a five foot wide sidewalk on one side. Local streets within the proposed development that connect with arterial or major collector roadways or adjacent properties for neighborhood access, including Streets A, E, G and L shown on the Phase 1 preliminary plat comply with this requirement. Local streets that provide for internal circulation and lot access are proposed as 50 feet of right-of-way and 28 foot wide streets with a five foot wide sidewalk on one side. The City previously allowed for use of a 50 foot right-of-way and 28 foot wide street section in areas with environmental constraints and to preserve open space as part of a PUD District for the Spirit of Brandtjen Farm (SBF) PUD on this basis. The local streets within the Phase 1 preliminary plat are consistent with these street standards. City staff recommends that the 28 foot wide streets be posted as no parking zones on one side to ensure vehicle passage and emergency access, which is shown on page 15 of the Avonlea PUD Booklet. The Avonlea Illustrative Master Plan includes 13 cul-de-sacs and eyebrow streets, two of which are located within the Phase 1 preliminary plat. Section 10-4-3.S of the Subdivision Ordinance states that cul-de-sacs are only to be allowed when topography, wetlands or other physical constraints require them. Furthermore, Section 10-4-3.S of the Subdivision Ordinance requires a maximum length of 600 feet and minimum length of 150 feet for cul-de-sac streets. The cul-de-sacs on Street C are acceptable given the City's Central Maintenance Facility to the north and they comply with the length standards. However, City staff recommends that the allowance of additional cul-de- sacs shown on the Illustrative Master Plan be reviewed at the time of application for a PUD Development Stage Plan/Preliminary Plat to eliminate cul-de-sac streets in favor of through streets where physically possible, such as the four cul-de-sacs proposed north and south of the east -west street intersecting Highview Avenue north of 185th Street, or where they do not meet the minimum length requirement. Cul-de-sacs that meet the Subdivision Ordinance criteria must provide a turnaround with a 60 foot radius. The cul-de-sacs shown on the Avonlea Illustrative Master Plan and the two cul-de-sacs on Street C within the Phase 1 preliminary plat all have a center island. The developer has provided additional information to City staff illustrating the effective turning movements around the islands and they are acceptable to the City Engineer. The preliminary plat for Phase 1 identifies temporary cul-de-sacs at the terminus ends of Streets A, F, J and L until connected with through streets in future phases or adjacent development. As required by Section 10-4-3.D of the Subdivision Ordinance, the temporary cul-de-sacs will require temporary easements for the portion of the roadway outside of the dedicated right-of-way and an escrow for their removal and restoration in the future. There are several divided local streets and islands at local street intersections, at neighborhood entrances from major roadways and each of the cul-de-sac turnarounds shown on the Avonlea Illustrative Master Plan, including Street D on the Phase 1 3 preliminary plat. The divided roadway will be posted for one-way traffic in each direction on either side of the center island. The proposed divided roadway design for Street D has been reviewed by City staff and has been approved by the Public Works Director and City Engineer. Maintenance of the landscaping within the center islands will be the responsibility of a homeowners association (HOA). The City will not be liable for damage or removal of any plantings due to snow plowing or other street maintenance activities. An encroachment agreement that addresses long term maintenance of the landscape islands by the HOA will be required to be recorded with the final plat. Single Family Lots. The Avonlea Illustrative Master Site Plan proposes 705 detached single family dwellings. There are 204 single family dwellings proposed on the Phase preliminary plat including 30 with association maintenance, which are not considered to be detached townhomes as they comply with all of the same lot requirements as non - association maintenance lots. The Avonlea Illustrative Master Plan includes three single family lot types and proposed lot requirements shown in the table below along with the requirements of the RS -4 District and the SBF PUD Cottage Lots for comparison: Master Plan Phase 1 Min. Lot Width Min. Lot Area Max. Lot Cover 1 21.1% 35.9% 54ft. 6,480sf. 60% Proposed 2 49.7% 47.1% 64ft. 7,680sf. 50% 3 36.1% 17.2% 74ft. 8,880sf. 50% SBF 60ft. NA NA RS -4 Interior 70ft. 8,400sf. 40% Corner 85ft. 10,200sf. 40% As noted above, more than half of the proposed lots do not meet the minimum area and width requirements of the RS -4 District, which is the City's smallest lot single family zoning district. However, the average area of the 54 foot wide lots is shown on the Phase 1 preliminary plat to be 8,454 square feet, which exceeds the RS -4 District requirement. Furthermore, more than 85 percent of the single family lots proposed on the Avonlea Illustrative Master Plan and approximately 64 percent of the Phase 1 preliminary plat lots are a minimum of 64 feet wide, which exceeds the minimum requirements approved for the SBF PUD Cottage Lots. The proposed lot coverage for each of the lot types is more than allowed in the RS -4 District as shown above. City staff supports the proposed lot width and lot coverage standards in consideration of the percentage of open space provided within the subdivision (as was allowed in the SBF PUD) and the balance in the three types of proposed lots. The flexibility on the minimum lot requirements is subject to the developer providing house plans that allow for a three stall attached garage for the 64 foot and 74 foot wide lots as required by Section 11-19-5 of the Zoning Ordinance, which must be identified in the Avonlea PUD Booklet. The setbacks applicable to the proposed single family lots are generally consistent with those of the RS -4 District. One area of deviation from the RS -4 District standards is the 30 foot rear yard setback requirement. The setbacks listed on page 12 of the Avonlea 7 PUD Booklet indicate a 25 foot rear yard setback for the principal structure and 15 foot setback for a deck for the single family lots. Section 11-17-11.A.2.b of the Zoning Ordinance makes any deck that is more than 30 inches above grade subject to principal building setbacks. The Planning Commission has recommended approval of an amendment to the Zoning Ordinance to allow lots in the RS -4 District a 20 foot rear yard setback for open and uncovered decks more than 30 inches above grade. City staff recommends that the rear yard setbacks applicable to the principal building be required as 25 feet and an attached deck more than 30 inches above grade be allowed to be setback 20 feet. Detached Townhouses. The Avonlea Illustrative Master Plan identifies 129 detached townhouse dwelling units that would be developed in future phases. The development standards included in the Avonlea PUD Booklet do not address lot requirements and setbacks for detached townhouse uses, which may be established with a future PUD Development Stage Plan application if different than those required by the RST -2 District, as set forth in the draft PUD District ordinance. Townhouses. There are two areas proposed for attached townhouses by the Illustrative Master Plan, including 47 townhouses located east of Cedar Avenue that will be developed in Phase 1. ■ Design. The developer has submitted building elevations for the proposed townhouse buildings addressing unit size, exterior materials, garage size and storm shelter design and construction requirements outlined in Section 11-58-21 of the Zoning Ordinance: o The exterior elevations must be revised to include a minimum 25 percent brick or stone on each elevation as required by Section 11-58-21.C.4. of the Zoning Ordinance. o The garages of all of the proposed townhouse models meet the minimum 20 foot width requirement. However, two of the proposed models, estimated by the developer to be 40 percent of the Phase 1 units, have an area of 420 square feet, whereas 440 square feet is required for units with basements and 540 square feet is required for units without basements by Section 11-58-21.D of the Zoning Ordinance. The developer is requesting flexibility under the PUD District to allow the smaller garage sizes. The minimum garage area requirements were established with the Zoning Ordinance update in 2000 to ensure livability in medium density developments. Exceptions to the minimum garage area requirements are only allowed for townhouse units meeting the Metropolitan Council's guidelines for affordable housing in accordance with Section 11-58-27 of the Zoning Ordinance. City staff recommends that all of the garages for the townhouse units meet the minimum garage area requirements specified by Section 11-58-21.D of the Zoning Ordinance. o Townhouse units without basements must provide a storm shelter in accordance with Section 11-17-27 of the Zoning Ordinance. Private Drives. The City has established standards for private drives for townhouse uses requiring a minimum 24 foot width for dead-end private drives that are not to serve more than six dwelling units per side. The arrangement of a 28 foot wide private drive around HOA open space with head -in guest parking stalls and the individual private drives extending to access the individual townhouse units within Outlot Q does not comply with this standard. However, the configuration of the private driveways in this area is acceptable to avoid additional driveways connecting directly to 181St Street, which will be the primary access point to Cedar Avenue for development to the east, as well as the existing park and ride facility, and may be allowed under the PUD District. ■ Guest Parking. Section 11-58-21.J of the Zoning Ordinance requires provision of Y2 guest parking stall per townhouse dwelling. With 45 dwelling units shown on the Phase 1 preliminary plat, 23 guest parking stalls must be provided There are 24 guest parking stalls identified on the Phase 1 site plan. ■ Landscaping. The developer must provide additional information regarding the value of construction and the landscaping to be installed within the townhouse portion of the development with application for final plat approval to verify compliance with Section 11-58-211 of the Zoning Ordinance. ■ Lot Area. Section 11-58-11.B.1 of the Zoning Ordinance requires townhouse dwellings to provide 5,000 square feet of lot area per dwelling unit. The proposed Phase 1 site plan provides 5,626 square feet of lot area per dwelling unit in compliance with the Zoning Ordinance. ■ Setbacks. Setbacks proposed for the row townhouses are shown below. The proposed standards are generally consistent with those adopted as part of the SBF PUD District and are considered acceptable by City staff. Yard Minimum Setback Proposed SBF RM -1 Front House 20ft. 15ft. 20ft. ROW 30ft./pvt. drive Porch 20ft. 15ft. Garage 25ft. 25ft. 25ft/ROW 30ft. pvt. drive Side Corner House 20ft. 20ft. 20ft. ROW 30ft./pvt. drive Porch 14ft. Between Bldgs. 20ft. 20ft. 25ft. Guest Parking 1 15ft. 1 15ft. Multiple Family Dwellings. No development standards are identified by the PUD Booklet for the proposed multiple family dwellings to be developed within Outlot T located east of Cedar Avenue. This area of the proposed development will be subject 9 to the requirements of the RH-1 District unless modified through approval of a PUD Development Stage Plan, as set forth by the draft PUD District Ordinance. Shoreland Overlay District. The subject site is also within the Shoreland Overlay District of Tributary streams that cross the parcels. The boundaries of the Shoreland Overlay District, which extend 300 feet from the tributaries, must be shown on the preliminary plat. The Shoreland Overlay District requires a minimum 50 foot setback from the Ordinary High Water Level of the tributaries. All of the proposed structures comply with the setback requirement. Section 11-102-13.F of the Zoning Ordinance also establishes a 25 percent maximum lot coverage requirement which may be exceeded under the PUD District with dedication of the greenway corridors surrounding the tributaries to provide a buffer and best management practices for storm water treatment. Boulevard/Buffer Landscaping. The developer has submitted a preliminary landscape plan for the Phase 1 preliminary plat. All of the tree types and sizes proposed on the landscape plan are consistent with the requirements of Section 11-21- 9.0 of the Zoning Ordinance. The landscape plan provides for general landscaping throughout the single family areas, private open space and public outlots of the development including planting of trees within the boulevard portion of the public right- of-way. Allowance of trees within the public right-of-way must include HOA maintenance of the trees with no liability to the City for damaged or destroyed trees. The planting of trees within the outlots to be deeded to the City is also further subject to review and approval of the City Engineer and Parks and Recreation Director, as may be appropriate. Section 11-21-9.E of the Zoning Ordinance establishes requirements for a landscaped residential buffer yard for the areas of the Phase 1 preliminary plat adjacent to Cedar Avenue and other areas of the Avonlea Illustrative Master Plan abutting future 185th Street and Highview Avenue. Outlot O is provided to establish area for the 50 foot rear yard and 30 foot side yard setbacks from Cedar Avenue required by Section 11-21- 9.E.1.c of the Zoning Ordinance west of the roadway and the townhouse buildings east of Cedar Avenue also comply with the increased buffer yard setback requirements. All of the plantings provide the minimum 10 foot visual screen required by Section 11-21- 9.E.6 of the Zoning Ordinance. Open Space/Park Dedication. All of the open space amenities within Avonlea are to be developed to allow for connection to other local and regional facilities as part of the City's overall parks, trails and open space system. The Avonlea Open Space Master Plan identifies 171.4 acres of open space, or 36 percent of the area within the proposed development, consisting of greenway corridors, public park land, wetlands, storm water basins and HOA parks. The Avonlea Illustrative Master Plan shows that the area to be acquired by the City for park purposes within the development is 17.5 net acres of greenway corridor and 66.5 gross acres for the future community park for a total of 84 acres of public park area. Outlots F, G, I and K will be dedicated to the City for park use with Phase 1. The net area of Outlots F, G, I and K less wetlands and wetland buffer 10 areas must be identified with application for final plat approval to establish the area eligible for park dedication credit. City staff and the developer have discussed the satisfaction of park dedication requirements for the Avonlea development through land dedication with each phase of development. At the point in time at which the area of land eligible to be credited for park dedication requirements dedicated to the City exceeds the amount required by the Subdivision Ordinance, the City will pay the developer for the additional land at a fixed price of $50,000 per acre. The terms of the park dedication agreement will be memorialized in the Phase 1 development agreement to carry forward for future phases. Trails. The Avonlea Transportation Master Plan illustrates approximately 24,700 feet of trails (and 56,000 feet of sidewalks) within the development. There is an existing trail along the west side of Cedar Avenue abutting the subject site. The trail shown on the submitted plans east of Cedar Avenue must be extended through Outlots Q and R to the south line of the plat. Trails are proposed on both sides of 185th Street, the east side of Highview Avenue, the east side of the north -south minor collector street and within the greenway corridor. Within the Phase 1 preliminary plat, trails are to be constructed within Outlots F, G, I and K and on the east side of Street J. All of the proposed trails are consistent with the 2006 Parks, Trails and Open Space Plan. The cost responsibility between the City and the developer for construction of the trails adjacent to the public streets will be in accordance with Section 10-4-3.H.4 of the Subdivision Ordinance. HOA Club House. Lot 17, Block 10 is designated as a private HOA Park on the preliminary plat, which the Avonlea Open Space Master Plan designates for development of an HOA Club House. Development of the HOA Club House will be subject to future application for PUD Development Stage Plan approval. Model Village. The developer is proposing a model village on the south side of Street A west of Cedar Avenue consisting of five single family lots and one three unit townhouse building. The arrangement of the buildings with the townhouse to the west is done for marketing purposes so that potential buyers view the single family models first upon entering the development. With open space to be dedicated to the City located to the west and south of the townhouse building to create separation from other single family lots outside of the model village, no compatibility issues are anticipated by the site design. A sixth single family lot located closest to Cedar Avenue will be developed initially as an off-street parking lot with 22 stalls. The setback of the off- street parking area is recommended to be increased an additional five feet from Street A to comply with the 15 foot setback requirement of Section 11-19-11.0 of the Zoning Ordinance. The model home village must comply with the provisions of Section 11-27- 11 of the Zoning Ordinance, including allowances for exterior lighting and signage. Outlots. The Phase 1 preliminary plat includes 24 outlots as follows: 11 Outlot Purpose Ownership A Future phase Developer B Wetland/Buffer Deed to City C Future phase Developer D Wetland/buffer Deed to Cit E Storm water basin Deed to City F Park/Greenway Dedicate to Cit G Park/Greenway Dedicate to City H Future phase Developer I Park/Greenway Dedicate to City J Storm water basin Deed to Cit K Trail/wetland/wetland restoration Deed to City L Storm water basin Deed to Cit M Entry signage HOA N Wetland/buffer Deed to City O Landscaping buffer HOA P Entry signage HOA Q Townhouse base lot HOA R Wetland/buffer Deed to City S Townhouse base lot HOA T Future phase Developer U Storm water basin Deed to Cit V Wetland/buffer Deed to Cit W Townhouse base lot HOA X Landscape buffer HOA Outlot G is to be dedicated to the City as part of the greenway corridor bisecting the subject site west to east as the south boundary of Phase 1. The boundary between Outlot G and Outlot H, designated for a future phase to the south, reflects a current property line and not the intended subdivision design. As such, it may be necessary to replat Outlot G in the future to establish the permanent boundaries of the greenway corridor based on the Avonlea Illustrative Master Plan. Signs. The Phase 1 preliminary plat includes two outlots planned to accommodate entry signs for the proposed development. No plans have been submitted for the proposed entry signs. Entry monument signs are regulated by Section 11-23-15.X.1 of the Zoning Ordinance and a sign permit is required prior to placement of any sign. Grading Plan. The developer has submitted an Avonlea Concept Grading Plan for the overall development as well as a grading, drainage and erosion control plan and tree removal plan for the Phase 1 preliminary plat. Storm water basins, wetlands and wetland buffer areas are to be platted in outlots and deeded to the City in accordance with Section 10-4-4.D of the Subdivision Ordinance. Lot 17, Block 10 and Outlot N must be revised such that Outlot N may be accessed directly from Street D. All grading, 12 drainage and utility issues are subject to review and approval of the City Engineer and Environmental Resources Coordinator. Utility Plan. The developer has submitted an Avonlea Concept Utility Plan for the overall development as well as a utility plan for the Phase 1 preliminary plat. All utility issues are subject to review and approval of the City Engineer. Easements. The Phase 1 preliminary plat indicates dedication of drainage and utility easements at the perimeter of all single family lots as required by Section 10-4-4.A of the Subdivision Ordinance. Drainage and utility easements must also be provided along the full perimeter of Outlots O, M, P, T and X as well as over the entire common base lots within the townhouse development, which are Outlots Q, S and W. All easements are subject to review and approval of the City Engineer. Homeowners Association. Documents establishing a homeowners association must be submitted to address ownership and maintenance of private open space, boulevard trees and landscape islands within the public right-of-ways. Sub associations may be organized to provide for same functions related to the proposed townhouse and detached townhouse dwelling units. The structure of the HOA and the documents establishing it are subject to review and approval of the City Attorney prior to consideration of a final plat application. CONCLUSION The proposed Avonlea development provides for a unique residential neighborhood integrated with the natural features of the subject site. Avonlea is consistent with the Lakeville Comprehensive Plan including the 2008 Land Use Plan, 2006 Parks, Trails and Open Space Plan and 2008 Transportation Plan. Implementation of the site design to maximize open space preservation and dedication of land for public parks together with construction of a range of housing types warrants use of a PUD District and the proposed development standards of the PUD District are consistent with the intent of the Zoning Ordinance and Subdivision regulations. Our office and City staff recommend approval of the applications subject to the stipulations set forth below. The applications to amend the Comprehensive Plan and Zoning Map shall be contingent upon Metropolitan Council approval. 2. All 28 foot wide public streets shall be posted as no parking zones on one side to ensure vehicle passage and emergency access; Street D shall be posted for one-way traffic for the divided section also with no parking on one side. 3. The allowance of cul-de-sacs shown on the Avonlea Illustrative Master Plan beyond Phase 1 shall be reviewed at the time of application for PUD development stage plan/preliminary plat approval to eliminate cul-de-sac streets in favor of through streets where physically possible or where they do not meet 13 the minimum length requirement in accordance with Section 10-4-3.S of the Subdivision Ordinance. 4. The Avonlea PUD Booklet shall be revised to include a provision that the 64 foot wide and 74 foot wide single family lots shall allow for a three stall attached garage as required by Section 11-19-5 of the Zoning Ordinance, which must be identified in the Avonlea PUD Booklet; the 54 foot wide lots shall be exempt from this requirement. 5. Rear yard setbacks for all single family lots shall be 25 feet for the principal building and 20 feet for an open and unenclosed deck more than 30 inches above grade. 6. The proposed Phase 1 townhouses shall comply with the applicable unit size, exterior materials, garage size and storm shelter design and construction requirements outlined in Section 11-58-21 of the Zoning Ordinance. 7. The developer must provide additional information regarding the value of construction and the landscaping to be installed within the townhouse portion of the development with application for final plat approval to verify compliance with Section 11-58-21.1- of the Zoning Ordinance. 8. The boundaries of the Shoreland Overlay District shall be shown the preliminary plat. 9. Outlots F, G, and I will be dedicated to the City for park use with Phase 1; the net area of Outlots F, G, I and K less wetlands and wetland buffer areas must be identified with application for final plat approval to establish the area eligible for park dedication credit; Outlot G may be replatted with a future phase to establish the permanent boundaries of the greenway corridor based on the Avonlea Illustrative Master Plan. 10. The Avonlea Master Development Agreement will identify dedication of land to the City with Phase 1 and future phases to be credited to the required park dedication requirement. At the point in time at which the area of land eligible to be credited for park dedication requirements dedicated to the City exceeds the amount required by the Subdivision Ordinance, the City will pay the developer for the additional land at a fixed price of $50,000 per acre. 11. The developer shall construct trails as shown within Outlots F, G, I and K; The submitted plans shall be revised to extend the trail on the east side of Cedar Avenue the south line of the plat. The cost responsibility between the City and the developer for construction of the trail adjacent to Street J and Cedar Avenue shall be in accordance with Section 10-4-3.H.4 of the Subdivision Ordinance. 12. Development of the HOA Club House on Lot 17, Block 10 will be subject to future application for PUD Development Stage Plan approval. 14 13. All model homes shall comply with the provisions of Section 11-27-11 of the Zoning Ordinance; the setback of the off-street parking area shall be revised to 15 feet from the right-of-way of Street A to comply with of Section 11-19-11.0 of the Zoning Ordinance. 14. All grading, drainage and erosion control plans shall be subject to review and approval of the City Engineer; Outlots B, D, E, J, K, L, N, R, U and V shall be deeded to the City for storm water management purposes. 15. All utility issues are subject to review and approval of the City Engineer. 16. The preliminary plat shall be revised to provide drainage and utility easements at the full perimeter of Outlots O, M, P, T and X as well as over all of Outlots Q, S and W. All easements are subject to review and approval of the City Engineer. 17. Documents establishing a homeowners association must be submitted to address ownership and maintenance of private open space, boulevard trees and landscape islands within the public right-of-ways and are subject to review and approval of the City Attorney prior to consideration of a final plat application. C. Justin Miller, City Administrator Brett Altergott, Parks and Recreation Director Zach Johnson, City Engineer Alex Jordan, Assistant City Engineer Roger Knutson, City Attorney 15 1, ®■ �I ■�® ® � ■®ilii■ ®� ®a ®: ■i�MO�i�®�'� bio ®� �!I '� o® �® ®� i■®� e®►�® epi►s�e:ii�OM M r ► x AT� 00 0A Ot (p 1, 4 1% ma aMYHOMES Preliminary Phase 1 Plan Submittal PUD BOOKLET 17 *.�el Ot (p 1, 4 1% ma aMYHOMES Preliminary Phase 1 Plan Submittal PUD BOOKLET MattamyoR mes is pleased to submit our aster an &Stan dards and Preliminary Plat for our first phase of development for Avonlea to the City ofZakeville. Since our Works op ast MarcK--w-ith the City Council and Pring Commission we ave continued to refine our plans, meet wit staff and other public agencies and studypotential -impacts of deve o ment this proposal could have. The plans and standards -in this submittal are a culmination ofthose e ort date, but te e odd design re inement does -not end here. As we stated in our concept sufJmitta , we are creating a of undation of a new publicVpflvate partners on which the success oft oject depends. With a project as large as Avonlea it is guaranteed that during the development of protect the market will change, people sdesires and needs will change and our community will have to be able to adapt to those changes to ensure success. There will be new home styles, different land uses and new standards contemplated as we continue to invest in this community to make it the best it can be. As long as we maintain a common vision for thiss community and commit ourselves to its success, it will not only endure, it will thrive. Our vision is to create a master panned community ofidentifiable neighborhoods surrounded unifiey par s, open space and natural corridors with an emphasis on walkability and environmental stewardship. We feel the standards we are proposing in this booklet will give us the ability to achieve this vision and allow enough flexibilityto react to the future changes in the market. In closing, we wouldjust like to say that Mattarn has enjoyed working With the city and of er agencies involved in the process. We are thankful fort a collative effort whichis represented-* this collective vision. We are commIftee to the success oft is protect an foo ck rwarto building a wonderful community inouy r city!, Respectfully, 9- Steven Cogan Division -President aftaMYHOMES ;449` f � ._ . •;> � � � r l '�'�-- ._ �e .,. 1 I � .r \\j Wetland M �.. \ 1 1 1 Wetland _J �� \I`t Darrow-Kohls Property } 58.3 ac. land attamy Prop%rty{ _ 1 311.3 ac: n4 w - � a ,i few -- +�i , �i i ; i ._ ��"�. _ � Z �'� ate/ -�� ' I �._,! 'J �� � �.. � �--- I - f � – h • ..,`\ ,�� _ �� — 2 •y1 jnt .f� f„~ RI 91 1!i54 25 .n.. � 2 OVERALL CONCEPT ismIN A. WillaO en Wetland �,e Row TH Pnnd 4 T71 Conceot Data Gross Site Area: 469.8mc. -GreenwayjGorri or Collector Road ROW: 26.2 ac. Cedar Avenue: 8.0 ac. 185th Street (Future): 15.6 ac. Row TH Street J<Fumm>: 1.5 ac. mohviewxvonve: 1.1 ac. | (to remain) Greenway Colridors: 17.5 ac.| (2o0'omndor,net wetlands) j, Future City Park: 66.5 ac. Other Open Space: 67.4 ac. Proposed .185th Street (includes wet buffers, road buffers, woods, ponds, greens, etr.) I : - Proposed Single Family Lots: 834 lots Pond Pond 54'wiuox130'ueoptypioo|(ww^ssoo.muim.): 129 lots 54'wmox1an'oeoptypical: 147 lots *4'wmox1anueoptypical: 358 lots 74'wmox1an'ueoptypical: 200 lots Future City Park Proposed Multi -Family: 247 homes 66.5 Acres 30'wide Row Townhomes: 101 lots High Density Residential Units: 146 units Overall Proposed Homes: 1081 homes Pj Overall Gross Density: 2.30 un/ac. 1081 units/ 469.6 ac. Overall Net Density: 3.18 un/ac. I AL 1 1081 units/ 340.1 ac. Illustrative Master Plan J.� _. - '} � A 1'`_r� .iryy:1-•/ l — r .t .�1=1ai4'^l -�4 �-.�� -�--'�s` •�4 1tF �' ��F% q\i .- -� ��i� - P@II+� � � 1 � t { � � / rr Yr rI � � � ' d"4 / � 7 ti m �i• �� � q r 11-6 77 MFMM ti Aaa �•E M 1� y \ � ~- I/ i s?$� � + Y.y^^_�—ars._^_rl ��---------------- R p1, 't' I ^� ♦ rr _ 5 Ac ' _ efF .�Ioi6"—.^^—y^Y~ �..•4�_r—.._•,,, '4,`� y :. 1 l P I tI r It 41 t c —yti� w ss�s f T 1 Y z 5 Y t �- \_ ------- �A I Y J I y \\ \t J I / T_ -g endi 18" Sanitary 12" Sanitary vimnu 10" San ita ry 8" Sanitary Concept Sewer Plan d �'L-J L-fi, a'Eic7 -- - - - — Concept Watermain Plan .. it �.+-w .. 1., �.. • 'S}�'- � � ..�.'x _ _ _ HOA IgrOEM mow '' { Park r a',- r [ , ol Restored •• goo Wetland f`�r=-rc i Fitness II`` Station {Y r _ P -r ublw y ,Yt, s9s� r` �aT Fitness,c Park Parke_ mess.- Fitness Station __Station(^)_ *.+ c . - - 'p" `rq .+f le'Fitness ' `CT - ION a '- - • .* R; Fitness Station - Of �Fittpss - d { Sta Im SII ., . .+�. . r � r w • . . . • i -- _ _ _ _p, . . f HOA - Parke:. Future City Park 66.5 AcresMR P s 1 • - - E I� low X" Jt 6 N do + < + r I �y Legend - 7 r 185th St. Minor Arterial (150' ROW) (72' BB, Trail both sides) ®Minor Collector (80' ROW) (40' BB, Trail & Sidewalk) Local Residential (60' ROW) (32' BB, Sidewalk one side) Local Residential (50' ROW) (28' BB, Sidewalk one side) r Local Residential Cul -de -Sac (50' ROW) BB, No (28' sidewalk) Private Street (24' BB, No sidewalk) Future Local Residential (60' ROW) Existing Regional Trail 10' Trail (27,300 +/- If) 5' Sidewalk (56,000 +/- If) Transportation Master Plan Wetland' s aj en 85th Street ---- 2. - ?;i Pond C-� firrim. 1AW,,FK-TrjrO1F.,, 10 PUD STANDARDS Development Standards: Single Family 54' Sina Ie—-- Lots Lot Width @ Setback (min): 54 ft. Lot Depth (min): 120 ft. Lot Area (min): 6,480 sf Setbacks (Minimum Front Yard Setback: 20 ft. Front Yard Setback to Garage: 25 ft. Side Yard Setback (interior): 7' / 7' (14 ft. total) Side Yard Setback (corner): 20 ft. Rear Yard Setback: 25 ft. Primary Structure 15 ft. Deck Max Lot Coverage: 50% Single Family Max Building Height: 60% Assoc. Maintained Max Building Height: 35 ft. *See Notes 64' Sinale Familiv Lots Lot Width @ Setback (min): 64 ft. Lot Depth (min): 120 ft. Lot Area (min): 7,680 sf Setbacks (Minimum) Front Yard Setback: 20 ft. Front Yard Setback to Garage: 25 ft. Side Yard Setback (interior): 7' / 7'(14 ft. total) Side Yard Setback (corner)_ 20 ft. Rear Yard Setback: 25 ft. Primary Structure 15 ft. Deck Max Lot Coverage: 50% Max Building Height: 35 ft. *See Notes 74' Sinale Familiv Lots Lot Width @ Setback (min): 74 ft. Lot Depth (min): 120 ft. Lot Area (min): 8,880 sf Setbacks (Minimum,) Front Yard Setback: 20 ft. Front Yard Setback to Garage: 25 ft. Side Yard Setback (interior): 7' / 7' (14 ft. total) Side Yard Setback (corner): 20 ft. Rear Yard Setback: 25 ft. Primary Structure 15 ft. Deck Max Lot Coverage: 50% Max Building Height: 35 ft. Notes • Fireplaces and cantilevered bump outs up to 2' allowed into setbacks. • Stoops, decks, steps, egress pits and privacy walls may extend to within 5' of side yard and 10' of rear yard lot lines. • No encroachment allowed within Drainage & Utility easements. OrMT-Tre 12 Development Standards: Attached Townhomes Setbacks (Minimums) Front Setback to ROW / Private DriV@ B.O.C.: 25 ft. min. garage Notes • Fireplaces and cantilevered bump outs up to 2' allowed into setbacks.. • Stoops, decks, steps, egress pits and privacy walls may extend to within 5'f of side yard andF10' of rear yard lot lines. • No encroachment allowed within Drainage & Utility easements. nt y. .y.�..: 13 20' min._1 o�LPor_ch Side Setback to ROW IPrivate wive B.O.C.: 20 ft. Primary Structure j 14 ft Porch Separation - Building to Building: 20 ft. min.. Private Drive Street Widths: 24 ft. B -B Proms Garage Area: 420 s. mini Prop_ ar Width: 0 ft. min. Private Driveway Length: 5 ft. typ. Off -Street Guest Parking required: 0.5 stall / unit (23 stalls) Off -Street Guest Parking provided: 5 -stall 7 —unit(2 is alls) Guest Parking Setback: min. Notes • Fireplaces and cantilevered bump outs up to 2' allowed into setbacks.. • Stoops, decks, steps, egress pits and privacy walls may extend to within 5'f of side yard andF10' of rear yard lot lines. • No encroachment allowed within Drainage & Utility easements. nt y. .y.�..: 13 , — - - - - - - - - - - - 150' ROW — - - - - I CL ROW 185th Street Center Median Turn Lane ---- I 4_ _ - 14' � 12' � - 16' - � 12' � - 14' - _ 10' I Blvd. I 72' BB I Blvd.10 _JIB Trail - -- - - - - - - - - - - - - Trail ** FINAL DESIGN BY COUNTY Minor Collector Street (80' ROK, - - - - - - 80' ROW - - � I Landscaped Outlot /� CL Landscaped Rear Yard Buffer ROW � Rear Yard Buffer (Varies) I STREET (Varies) I Center I1 Turn (Lane 5'I� _ 14' I _ _ _40' BB_ _ _ I 11 I 8' Walk I Blvd_ Blvd. Trail Street Character Local Residential Street (60' ROW - 32' BB) I I House I I , I , I , I �nUUSe� I I 25' Front Setback Blvd. Blvd. Walk 25 Front Setback (Garage Face) _ (Garage Face) Local Residential Street (50' ROW - 28' BB) - - — 50' ROW CL ROW CL I' Street I' 20' Front Setback I (House) 25' Front Setback (Garage Face) 4' oil B.O.C. ttyp-) - I I _ 14' _ tI�8' I Blvd. - - 28' BB - - �r4W P.Qi;Q. Y (tyP • ) Parking One Side Blvd. Walk1 I 20' Front Setback (House) I I 25' Front Setback - (Garage Face) Street Character 20' Front Setback (House) _ 25' Front Setback (Garage Face) Attached Townhome 14 11' _ 28' BB Blvd. _ 12'___�_ _ 25' Front Setback_ _ 24' BB _ Private Local Residential Cul -de -Sac 20' Front Setback (House) Blvd. 25' Front Setback (Garage Face) i filudl vr�ivdw atreet (26' BB) _�, 25' Front Setback _ Street Character Attached Townhome PHASE 1 711 w K "Mr 4, JJJ4 �. �• Fj�"� I r TI I r" - I I I 1 1 I rl { I LAKEVILLE PUBLIC WORKS ADMINISTRATION I w°T`Y'• s T'F wy TRT ��M-'k�- !'t T Ll Mom ;'J. yAw Ay A� {F1T�.,T'Rpe• t .. +�r � I Z i IF Y,. J Sk — — _-. — _ — — — — �T = --- .--. - = I I l�� f I I .� - - -^t, - r• Jlr -- " rvr-r� - -- y'4,Y ���--------�I!" f r--__-__+�I i� .... - ,x �' -- I - �.: I ------ j - i_.. Il�I:=--I �.4�' I;----------�j I ---- I I --------- 1^ ---------------. II qr I ______.,I1 I I ------ I I I I 1 I I 1 I . i I.e I 1 I•I IL__ -_._-1______ ,I F-_ J I-_" I I__-__�I I I I I 9 __ Phase 1 Development Data Legend Gross Site Area: 191.90 +/- ac. Collector Road ROW: 9.45 +/- ac. Cedar Avenue: 7.99 +/- ac. �r Collector (Street J): 1.46 +/ ac. Existing Wetlands: 7.60 +/ ac. I#` (within Phase 1 Limits) 54' Lots Future Development Parcels: 74.35 +/- ac. Net Developable Area: 100.50 +/- ac. Other Open Space: 45.92 +/- ac. (includes wetlands, wet buffers, road buffers, ponds, greens, parks, common areas, etc.) Proposed Single Family Lots: 203 lots 64' Lots 1 54' wide x 130' deep typical (w/ Assoc. Maintenance): 28 lots 54' wide x 130' deep typical: 44 lots 64' wide x 130' deep typical: 96 lots 74' wide x 130' deep typical: 35 lots Proposed Attached Multi -Family: 47 lots Total Phase 1 Proposed Homes: 250 homes 74' Lots n, Overall Net Density: 2.49 un/ac. 250 units / 100.50 ac. Phase 1 Illustrative Neighborhood Plan 54' Assoc. Row TH r r' t f_ Future Lots 1 �li �EI!s� • C■� It ta��Vl�. 3� i�� ��^T�•i y F , 1 ' r4�P2� r A I 1l e ..- +1,i1 ����� ����•��.ems'. y rm. w Ate sl � • i. •t -: 'Ezisting - ROW Existing _ TOWNHOMES .. M. - - Wetland Phase 1 Development Data Legend Gross Site Area: 191.90 +/- ac. Collector Road ROW: 9.45 +/- ac. Cedar Avenue: 7.99 +/- ac. �r Collector (Street J): 1.46 +/ ac. Existing Wetlands: 7.60 +/ ac. I#` (within Phase 1 Limits) 54' Lots Future Development Parcels: 74.35 +/- ac. Net Developable Area: 100.50 +/- ac. Other Open Space: 45.92 +/- ac. (includes wetlands, wet buffers, road buffers, ponds, greens, parks, common areas, etc.) Proposed Single Family Lots: 203 lots 64' Lots 1 54' wide x 130' deep typical (w/ Assoc. Maintenance): 28 lots 54' wide x 130' deep typical: 44 lots 64' wide x 130' deep typical: 96 lots 74' wide x 130' deep typical: 35 lots Proposed Attached Multi -Family: 47 lots Total Phase 1 Proposed Homes: 250 homes 74' Lots n, Overall Net Density: 2.49 un/ac. 250 units / 100.50 ac. Phase 1 Illustrative Neighborhood Plan 54' Assoc. Row TH r r' t f_ Future Lots Yl." WORKS ADMINISTRAIION Restored INTERPRETIV TNES Pond :f ODE Existing ng I 'tiand WetlandII 171 FUTURE PHASE F' x. Phase 1 Open Space Plan ®2015 Westwood Professional Services, Inc. _ � � _ / i l� �9 L_LEL_i \ V l L_L — — — —/ X1002 1004r 1 _1000- / _ �� o \ 1000 98 2 — --- =— -- — — — — — —— — — — — — — — — — — — — --- — — — --- -- ----- — — — — 1 --— — — — — — — — — — -- — -- --------------- -- — -- ---------- ----- ------- r \8 1 I a FD. `DAKOTA COUNTY R/ W FD. CAST IRON MONUMENT �� . ,�� \WETLAND B \ ; 9° t I APPROXIMATE LOCA T1 N OF---- N MSN__ ; NW COR OF THE NE 1/4 \\ N. LINE OF THE N 1/ff 6 - �EPHONE LINE- o i � a 00 �A ', URAL GAS LINE PER MAPPING --'- o OF SEC. 28, TWP. 114, RGE. OF THE NE 114 OF SEC. -EA SEM N T . 0 \� 19190. 16 1 /N FAVOR OF S AR., -�� N \`, RECEI VED FROM MN ENERGY o p ' N RESOURCE _ �. TELEPHONE COKANY \ lEL L NE - I 6 �� Z �9 I 996 PER BOOK Q OF MSC.- --_ - \ 30 TRANSMISSION LINE I RECORDS, PG 514 ' EASEMENT IN FAVOR OF --I r o COOPERA TI VE POWER ASSOC. I x � s ,998 994 X990 \\ � � � � � - `,PER DOC. N0. 1641651 I I --- FD: PK W/WASHER N W COR OF THE N W 114 F SEC. 15 TWP. 114 ROE . 20 J i I I I UT 01MMIT1111 I x p0J _� -\ l \ 1 orl 111 1 Li SOIL BORING LOCATION \ r \ �� SSB 4 I \ �/ (^�y rn 9861 (TYR.) g p 1 Z ` I 1 0) 1 - E T/ G DR/VE I o 0 SSB 5 ' I N � CC 1 X 994~l ° 1sT ST. W \ \ WEMAND UNE I _ I / I \ 982 o D — -- —, 2 L✓ _ �U ST I C3V \ 986 \ �- kOTA COUNTY - �z R/W MON. 982 I A 1000— _ \ \ . \ 9 — / Z �` - W. LINE OF�THE I �cP \ o) g \, --- / i ��------- 288.48-- �- I 9 1 as I O �W 1/49 OF SEC. 15 _ 80 1 7002 \ �` ~ ��� _ �9a �`0' 1 �O --- EASTERLY RIGHT 982 4 `� 0 I/ OF WAY LINE OF 1 — — C -� 982 ® ,----W. LINE OF THE N 1/2 \_ _=_ _ DAKOTA COUNTY s78 " '1 ROAD RIGHT OF OF THE NE 1/4 OF SEC. \ 998 992 \, — — — _ —s>8 \ Z I WAY 16 16 g>a I00 O MAP NO. 233 PER g) \ 1 I� V I DOC. NOS. 1671101, 1008 °os \ )�� I I I / Q 8 \ - � I I r - n I � II � � � ��1750567 & � 1750569-------------I--- I I 1 I L_ I 1 0 �� ( - ---- ------ --- \ I OSSB 7 � _ \ �9�AGE & UTILITY��-___+ o - 1008 I �� 978 9�e \ E SEMENT -_ �I- (I ---------i - E PER�OC N0. 1750571 & I 1 I 1/ 996 /� I / 1 r CD VEYED TO I ;_OF 100 rI- - L _ / 416 THE CI TY• OF LA EVl \LE I I \� 6 < I �\ �% I I �_ v 7 978 PER DOC. N0. 2466 I TEMPORARY 1004 \ I\ I V I l I 9 978 fl ` I EASEMENT PER r I9�a \ I _ DAKOTA COUNTY 1002 �, u -7— {�� % S O SSB 9� 976 — J 1 g 9 8 I ROAD RIGHT OF L — CP C _ / o c' I . `9�s � WAY MAP NO. 233 WETLAND C 951b. D�K( S - I 000 COUNT /W MON. 974 I 1 g76 .APPROXIMATE L OCA TION O/F - \ o NA TURAL GA�LINE_PEf�MAE0MG x-_ 7 \ I 1 I _ — 977:�, > � - 976-�'97 RECEI VED FROM MN ENERGY RESOURCE SSSB 10 `o \ r W. LINE OF CEDAR AVENUE PER c\ i r Q DOC. NOS. 1750568, 1750566 &1750567 ��,,\0) c j i TEMPORARY EASEMENTIPER DAKOTA COUNTY r \ I 994f ~ `990 O SB o ROAD RIGHT OF WA Y MAP _NO.g7J33 972 1 1 30 TRANSMISSION LINE EASEMENT 992 S. LINE OF THE N / 1/2 OFIN FAVOR OF cabPERA TI VE POWER \,,I \ I THE NE 1/4' OF SEC. 16 0 o a ASSOC. PER DOC. NO. 1641651 1 f -� g 1 i 9>8976' Q g$ 406 - , N. LINE OF THE S -- < o 1/2 OF THE NE 1/4 0 9i6 FD. DAKOTA COUNTY�� OF SEC_ 16 (�6 L _ MON. ... I 6L D q —j —_ — — —�� /� ✓ _ !,f:?----WET-LANDL-A- — 97�� o _ _ _ _ To (7� o o _ - o \ _ — 976 WETLAND LINE _ I Ih (TYP.) 988 Legend: 0 BUSH/SHRUB Q CONIFEROUS TREE c DECIDUOUS TREE ® WETLAND ® STEEL/WOOD POST SIGN- TRAFFIC/OTHER ST STORM MANHOLE Q TELEPHONE BOX c TELEPHONE MANHOLE ® TRAFFIC CONTROL BOX HH HAND HOLE SEWER CLEANOUT TRAFFIC LIGHT Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 www.vvestwoodps.com Mw MONITORING WELL © CABLE TV BOX c GAS METER SIGN-TRAFFIC/OTHER STREET LITE WELL GUY WIRE SEWER CLEANOUT POWER POLE —POH— POWER OVERHEAD ® FLARED END SECTION CURB & GUTTER —PUG— POWER UNDERGROUND ay'. CONCRETE SURFACE BITUMINOUS SURFACE I hereby certify that this plan was prepared by me or under my RevWone: Prepared for: direct supervision and that I am a duly licensed LAND SURVEYOR Designed. under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked:- 03/03/15 hecked:03/03/15 CITY COMMENTS 03/10/15 CITY COMMENTS Drawn: Craig W. Morse, RLS Dates t 03/10/15 imm No. 23021 ` klft ��`� >< WATER MANHOLE Q SANITARY MANHOLE —WA T— WATERMAIN 41 SIGN-TRAFFIC/OTHER wq WELL Co SEWER CLEANOUT X FENCE LINE FM-AjLl MAIL BOX —C7 -v— CABLE TV ® BEEHIVE CATCH BASIN- DECIDUOUS TREE LINE —TUG— TELEPHONE UNDERGROUND HANDICAPPED STALL —GAS— GAS LINE ® CATCH BASIN CONIFEROUS TREE LINE O PERC TEST —POH— POWER OVERHEAD ® FLARED END SECTION CURB & GUTTER —PUG— POWER UNDERGROUND ay'. CONCRETE SURFACE BITUMINOUS SURFACE I hereby certify that this plan was prepared by me or under my RevWone: Prepared for: direct supervision and that I am a duly licensed LAND SURVEYOR Designed. under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked:- 03/03/15 hecked:03/03/15 CITY COMMENTS 03/10/15 CITY COMMENTS Drawn: Craig W. Morse, RLS Dates t 03/10/15 imm No. 23021 ` klft ��`� >< GATE VALVE ❑E ELECTRIC BOX —SAN— SANITARY SEWER 41 HYDRANT ELECTRIC METER —STO— STORM SEWER w WATER METER ELECTRIC MANHOLE —TOH— TELEPHONE OVERHEAD �s CURB STOP BOX ® ELECTRIC TOWER —TUG— TELEPHONE UNDERGROUND NOT FOR CONSTRUCTION Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Avonlea Lakeville, Minnesota I = !I 0' 100' 200' 300' 0000557EXP01.dwg Date: 12/17/14 Sheet: 2 of 28 Existing Conditions EXBHITIT C ® 2015 Westwood Professional Services, In `ti I / Z o Pl� W/WASHER / /I / / 1 r /� _ I /'A / r - V l L_L _ ' 0/-I L/L� l �/ L L_ l \l L_ l _ I W OR OF THE N W 1 /4 15� TWP. 114 - 2 0 o FD. DAKOTA 90 COUNTY R/W - I I i �% o r i FD. ZS , cr 4076 (�; FD. LS #44076--- 90 TE LOCAT16N OF ----MON_____ I / I 986 -_ LIE THE NA URAL GAS LINE PER MAPPING I �.� o RECEIVED FROM MN ENERGY 1 I I I I N W 1 /4 OFC. 15 ��j \ RESOURCE I` I , i OV Q 30 TRANSMISSION LINE ASEMEN T IN FA VOR OF COOPERA TI VE POWER ASSOC. I I l - - �) I �% -- L �ER DOC. NO. 1641651 -`qg� - I ) // I� SOIL BORING LOCA I ��� I 00 SSB 4 I �?�f I , SSB 1 al E TING ,DRI VE I I I I o L- I 0--- ❑ � U � 131ST ST. W Z-- DRAINAGE & UTILI TY --- l I I FTA COUNTY - N I ; EASEMENT PER THE PLA T R MON. �I OF CEDAR AVENUE PARK V 4- Nall r 9 E. LINE OF THE -' n II - i AND RIDGE I I 9Is41 �_ 0 _ O N-- W. LINE OF THE I I W. 1650.35 OF L Z 9 I , � I � L� � � � 9s� I ; � THE NW 1/4 OF � ------� �1`l'W 1/4 OF SE . SI / 6 \ I O 1 �J EASTERL Y RIGHT gaol--�1= 980- --- i SEC: 15 \ J I I x--982 982 84 �� I OF WAY LINE OF lel -G BLDG � � � ga -- I I DAKOTA COUNTY I 98 97g ROAD RIGHT OF ; 2 S 31-1 1 g�6 i I I 982 < WAY ` 97 �6 91>8 0 'b O MAP N0. 233 PERS DOC. NOS. 1671101, r-� - 1750567 & 9� ---------------------=----=-------- 9�6 � f� ---X750569-------------�--------------- ----- ---- --------- ----- ----- -----16,50.35j 4-------------------------i- i I \ -- �. ------- -DR9.�AGE &UTILITY - ��6 -__ I o \ ~ S. LINE OF THE N. 48 RODS OF E SEMEN�� _ _- � � f I ><------------------------ � - E. LINE OF THEN � I '8 � I I 1 /2 OF THE NE 1 /4 �- � ti9 SEC. 15 PER�QOC N0. 17 0571 & I I �, SCO VEYED TO I �, I - �OFSEC16 - -----9$° �,-4- THE ' - 9�6 THE CITY. OF LAkEV1t LE I --r- I I 97h1NE OF THE S. - ' O SSB 2 PER DOC. N0. 2466 �q,7 �' I C I �` TEMPOPAR Y 911 8.42 OF THE N. N ' I fl I EA SEMEN T PER I d' I D -I6 I I S. INE OF THE S. X1338.42 0.42 OF SEC. 15 DAKOTA COUNTY I WETLAND LINE g�T -� � I I 9 s ROAD RIGHT OF I (m') J - - \ s�8 I �7. � I 9� WAY MAP N0. 233 OF THE N. 0.42 OF , � � - .�- � � `-. _ 11��6 1 I 70 OJ. - -- _ of Pb. D\A- K(�T61=-<=--=- sr i ; O� N. LINE OF THE N. 83.19' OF �' I °' COON � /W MON. 9�4 I I f l ` THE S. 551.03' OF THE N. I 974 I o0 1481.45' OF THE NW 1/4 � .APPROXIMA TE LOCA TION OF__� I !'�144L NA TURA'L GA-S-LINE-pEP-MA OMG ' 7:72- 1 ° o 97RECEl VED FROM MN ENERGY RESOURCE > / LINE OF CEDAR AVENUE PER ---__\ I �� / / / n / ` -T- r - ��) r A / A / A A / DOC. NOS.4750568, 1750566 &1750567 II=' �J L/ F i l V i t L_ PORARY EASEMENT PER DAKOTA COUNTY--�c,;=�-__\ �� I i 1 1.45'OF THE N. � I l I ,� 1481.45 OF THE NW ROAD RIGHT OF WAY MAP NO.97.W33 - 1 972 � 1 1/4 OF SEC. 15 0 016 I - -----i -- -- -- -- -- - -- L o 30' TRANSMISSION LINE EASEMENT--,,,_ I �- E. LINE OF THE IN FAVOR OF C96PERA TI VE POWER _ \I I ^ � � � -� �,� oa OF THE N W 1 ASSOC. PER DOC. NO. 1641651 I' 0 If /- S. LINE OF THE NW 1/4 9� o goo _ s OF SEC. 15 - SE COR OF I D _ --� -� OF THE NW n I . 9�2 - '`'" Existing .Property Description: The North 48 rods of the West 1650.35 feet of the Northwest/, of Section 15, Township 114, Range 20, Dakota County, Minnesota, except that part platted as Cedar Avenue Park and Ride, AND Legend: The South 138.42 feet of the North 930.42 feet of the West 1650.35 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota. Also that part of the South 138.42 feet of North 930.42 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota that lies within 0 BUSH/SHRUB sT STORM MANHOLE Mw MONITORING WELL WATER MANHOLE Q SANITARY MANHOLE -WA T- WATERMAIN the following described parcel. CONIFEROUS TREE 0 TELEPHONE BOX © CABLE TV BOX w WELLSEWER CLEANOUT X FENCE LINE co Beginning at the Southeast corner of the West 1650.35 feet of said Northwest Quarter; thence north, along the east line of the west 1650.35 feet, a distance of 1846.86 feet; 0 thence southeasterly to a point on the south line of said Northwest Quarter which is 31.94 feet east of the point of beginning; thence west, along said south line, a distance of DECIDUOUS TREE TELEPHONE MANHOLE c GAS METER -CTV- CABLE TV ® BEEHIVE CATCH BASIN- DECIDUOUS TREE LINE 31.94 feet to the point of beginning. The North 8319 feet of the South 551.03 feet of North 1481.45 feet of the West 1650.35 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota WETLAND ® TRAFFIC CONTROL BOX STREET LITE -GAS- GAS LINE ® CATCH BASIN -� m CONIFEROUS TREE LINE County, Minnesota. ® STEEL/WOOD POST HH HAND HOLE GUY WIRE -PON- POWER OVERHEAD ® FLARED END SECTIONy CURB & GUTTER Also that part of the North 83.19 feet of the South 551.03 feet of North 1481.45 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota that lies within the following described parcel. -a- SIGN - TRA FF/CIO THER TRAFFIC LIGHT r0-' POWER POLE -PUG- POWER UNDERGROUND CONCRETE SURFACE I BITUMINOUS SURFACE Beginning at the southeast corner of the West 1650.35 feet of said Northwest Quarter; thence north, along the east line of the West 1650.35 feet, a distance of 1846.86 feet; thence southeasterly to a point on the south line of said Northwest Quarter which is 31.94 feet east of the point of beginning; thence west, along said south line, a distance of -o-o- SIGN-TRAFFIC/OTHER GATE VALVE ❑E ELECTRIC BOX -SAN- SANITARY SEWER 31.94 feet to the point of beginning. MAIL MAIL BOX HYDRANT S ELECTRIC METER -sro- STORM SEWER AND HANDICAPPED STALL WATER METER E The North 1/2 of the Northeast 1/4 of Section 16, Township 114, Range 20, Dakota County, Minnesota NOT FOR CONSTRUCTION w O ELECTRIC MANHOLE -TON- TELEPHONE OVERHEAD AND O PERC TEST ® CURB STOP BOX ® ELECTRIC TOWER - ruc- TELEPHONE UNDERGROUND The South 1/2 of the Northeast 1/4 of Section 16, Township 114, Range 20, Dakota County, Minnesota . Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my RevWone. 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR pegiignect, Q,J Eden Prairie, MN 55344 under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked: RMB PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: $W TOLLFREE 1-888-937-5150 Craig W. Morse, RIS Westwood www.westwoodps.com Dam 03/10/15 i�ae No. 23021 Prepared Prepared for: Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 Avonlea Lakeville, Minnesota Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 1 0 - � !I 0' 100' 200' 300' 0000557EXP02.dwg Date: 12/17/14 Sheet: 3 of 28 Existing Conditions © 2015 Westwood Professional Services, Inc. Removal Legend FOPFOP-FOP W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MIN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Wft-hwod www.westwoodps.com PROPERTY LINE SAW CUT PAVEMENT OVERHEAD ELECTRIC UNDERGROUND TELEPHONE TELEPHONE FIBER OPTIC RETAINING WALL FENCE CONCRETE BITUMINOUS BUILDING TREE I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota Cory Meyer Date 03/10/15 License No. 26971 Revisions: Removal Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS 03/03/15 CITY COMMENTS 03/10/15 CITY COMMENTS > a: cw Prepared for. �ed: PW I Drawn: HW Record Drawing by/date: TOTAL INCHES REMOVED 2172 INCHES Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 Tree Inventory- All Existing Trees To Be Removed Point Description Size (in.) Point Description Size (in.) 5001 Green and White Ash 32 5071 Siberian Elm 18 5002 Silver Maple 16 5072 Siberian Elm 22 5003 Silver Maple 20 5073 Siberian Elm 20 5004 Silver Maple 22 5074 Siberian Elm 22 5005 Silver Maple 26 5075 Silver Maple 14 5006 Silver Maple 29 5076 Silver Maple 11 5007 Silver Maple 42 5077 Siberian Elm 16 5008 Silver Maple 22 5078 Silver Maple 18 5009 Silver Maple 22 5079 Silver Maple 10 5010 Siberian Elm 46 5080 Siberian Elm 18 5011 Siberian Elm 28 5081 Silver Maple 22 5012 Red(Norway) Pine 7 5082 Siberian Elm 18 5013 Red(Norway) Pine 7 5083 Siberian Elm 10 5014 Siberian Elm 8 5084 Silver Maple 18 5015 Red(Norway) Pine 10 5085 Silver Maple 9 5016 Red(Norway) Pine 9 5086 Silver Maple 14 5017 Silver Maple 6 5087 Siberian Elm 20 5018 Red(Norway) Pine 7 5088 Siberian Elm 11 5019 Red(Norway) Pine 8 5089 Siberian Elm 16 5020 Siberian Elm 12 5090 Siberian Elm 9 5021 Siberian Elm 9 5091 Siberian Elm 19 5022 Siberian Elm 12 5092 Siberian Elm 11 5023 Red(Norway) Pine 10 5093 American Elm 9 5024 Red(Norway) Pine 6 5094 Siberian Elm 13 5025 Red(Norway) Pine 6 5095 Siberian Elm 24 5026 Red(Norway) Pine 10 5096 Siberian Elm 12 5027 Red(Norway) Pine 10 5097 American Elm 6 5028 Red(Norway) Pine 9 5098 Siberian Elm 9 5029 Siberian Elm 10 5099 Siberian Elm 7 5030 Red(Norway) Pine 8 5100 Siberian Elm 15 5031 Siberian Elm 28 5101 American Elm 6 5032 Siberian Elm 60 5102 Siberian Elm 7 5033 Siberian Elm 10 5103 American Elm 9 5034 Siberian Elm 26 5104 Boxelder 6 5035 Siberian Elm 22 5105 Siberian Elm 24 5036 Siberian Elm 22 5106 Siberian Elm 22 5037 Siberian Elm 9 5107 Siberian Elm 8 5038 Siberian Elm 8 5108 Silver Maple 28 5039 Siberian Elm 6 5109 Silver Maple 66 5040 Norway Spruce 8 5110 Silver Maple 13 5041 Red(Norway) Pine 12 5111 Silver Maple 20 5042 Norway Spruce 12 5112 Silver Maple 15 5043 Norway Spruce 12 5113 Siberian Elm 24 5044 Ponderosa Pine 9 5114 Siberian Elm 7 5045 Norway Spruce 7 5115 Silver Maple 72 5046 Ponderosa Pine 12 5116 Siberian Elm 14 5047 White Pine 22 5117 Silver Maple 18 5048 Ponderosa Pine 14 5118 Green and White Ash 20 5049 White Pine 14 5119 Green and White Ash 14 5050 Norway Spruce 10 5120 Green and White Ash 18 5051 Ponderosa Pine 12 5121 Norway Spruce 18 5052 Ponderosa Pine 14 5122 Green and White Ash 16 5053 Green and White Ash 12 5123 Norway Spruce 18 5054 Green and White Ash 7 5124 Green and White Ash 17 5055 Green and White Ash 9 5125 Norway Spruce 14 5056 Green and White Ash 8 5126 Green and White Ash 22 5057 Green and White Ash 8 5127 Norway Spruce 16 5058 Basswood 14 5128 Green and White Ash 21 5059 Green and White Ash 10 5129 Norway Spruce 20 5060 Green and White Ash 9 5130 Green and White Ash 22 5061 Green and White Ash 9 5131 Colorado Spruce 26 5062 Green and White Ash 9 5132 White Pine 18 5063 Green and White Ash 8 5133 White Pine 17 5064 Green and White Ash 10 5134 Siberian Elm 8 5065 Green and White Ash 8 5135 Norway Spruce 14 5066 Green and White Ash 8 5136 Norway Spruce 13 5067 Green and White Ash 9 5137 White Pine 14 5068 Green and White Ash 11 5138 White Pine 14 5069 Green and White Ash 11 5139 Norway Spruce 11 5070 Red Oak 15 5140 Norway Spruce 8 NOT FOR CONSTRUCTION Avonlea Lakeville, Minnesota 0000557TPP01.dwg Date: 12/17/14 Sheet: 4 of 28 Demolition and Tree Removal Plan EXHIBIT D ® 2015 Westwood Professional Services, Inc. -Fd. 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Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my RevWone. Prepared for. 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR Designed, Eden Prairie, MN 55344 under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked: CWM PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: us TOLLFREE 1-888-937-5150 Craig W. Morse, RIS Westwood www.westwoodps.com Dam 03/10/15 i�ae No. 23021 Record w /� Westwood N -Fd. PK w/Washer NW Cor of the NW 1/4 Sec. 15, Twp. 114, Rge. 20 EXIIITrM PAW AAiD AIDE L01 0N MEN 1.0i ry� � tl�l■ ■1�1� J L Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 I{ l S89047'18"W 836.34 OUILOT T Call 48 Hours before digging: 811 or call811.com I Common, Ground Alliance I I -- I - - OUTLOT X 1 12 J4 O I -- ts to I 2 2 s 5 to I I4co 0 24 11 4 J 7 I V - �{ 5 �� / b -I' . QSjC � I 5 l B _$ 5 7 \\ J 5 / 4 Ou7LOT u \ �\ 13 202 1 2 1 \ \ l 4OTV JI N89047'18"E 1654.25 — — — — NOT FOR CONSTRUCTION Avonlea Lakeville, Minnesota I =1111111111E !I 0' 150' 300' 450' 0000557PPP01.dwg Date: 12/17/14 Sheet: 5 OF 28 Overall Preliminary Plat EXHIBIT E ® 2015 Westwood Professional Services, Inc. WETLAND FILLI k- 1,191 SF Temporary Grading Easement\ / \ \ -- 7 -----5�- ---I-- 7� - _ _ q--- _-_ F_- I I � /� > ^I _ � \ � �o I r I I I I I I I 1I I I30 \ \ \` I \ iiNnnnnl Inl I� \s \ 13,204 /o • `� 27 F F 35 1 I� 36 1 II 37 II �I 38 15 l \\ ou7Lor c �12 3 4 5 s III l \ \ \ 1 / 27 I 29 29 1 1 30 1 1 �, I I 32 1 1 33 1 1 3Q I I �� \ \ I - M NII NII NII I I I I o 8 / 140 R � n �I I. ") I II \ ^ro l 70, 1 sf l \ ° 9,191 sf Ml 17,184 sr� 7,163 s 7,142 - 7,122 Ah 7,103 ?h- 8,450 sfd..l I. 9736 sf0 / \ `� - - , 3,493 sf M I 9,292 sfr_'{j 19,26.9 s7Ml 8,834 sfM 8,812 sf 8,791 sfN 8,770 sfM- 8,749 sfr7 8,727 sfnl- 8,706 sfM-I 8,685 sfM- 8,664 sin i 8,786 s,. Temp l/ \ y 1 ^ I I ^ I I ^ I I ^ I I ^ I I h > Z9d�10T N I I I ^ I I I I I I I I I I I I I I I �. ��l O _ ^ I I I I I I I I j��5421018,740sf \-\44,738sf\IIIII425 6425 10287 sf/0/ \ 1I 6725 6225 64.25 64.25 64.25 64.25 64.25 64.25 64.25 64.25 6 / \ X22704 67.41 54.20 54.20 54.20 54.20 54,25 J I S¢2S 11 $ to / " > \\ I 13,2325 > \�J L_--1 L-- I ---I L__ - I- - J L_ - J L__-� L__ - - -_j L__ - II 54 54 54 40 74 qg ` s / 8,181 sf / \ c' I / \ \ \ \ I \ 32 67 67 64 64 64 64 64 64 64 64 64 2B 39 116 6,3 $ f / \ \ q I , I , SD _ / s / >colI� IZ7 I- I u I I � 6.2n sf STREET C '� STREET C % 5' Sidewalk y ' `,y �o Q\I,24 64 64 4T- 12 6 24 65 65 722 � �27 �g�\ 7,5I 7I II 65.25 NI I^ I 64.25 1 I 64.25 1 I 65 1 � 9,4)9., 9,-W0 sf 642 5 x 415I I 6 7,10 S 10,400 s( 722 _ 729 N. N. 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P \ v v \ \ sA v// /- Existing \ \ We flan d Bu ffer \ ov ° \ ` / Wetland Bu ffer 5 L 10,559 Sf1 \\l \ U RM) \ v v� \ 0 2 I I e,3as sf ,� M � \ �"' \ � .N \ \ v \ \ A,\� � 17' Average 150 (typ) It \ I I I � \ \ / P 15,620 s( 162 - \ 9 - --] \ I I I I-j-�3a--- I I vl R s 586 sr 34 98 54 _ 74 Z _62� L I� - J Inl I� 5 6 �I 1 2 3 1.x9020 sf 11 I II Oj 9,620 sf 11 II Oj8,394 sf I 1 OU7LOT W sf L6,942 L J 132 132 - -1 54 74 - 64 -� Q, I I Ir- I I I r- 9 -� I I +-"45�f1I I 2 sf 111�"016,2 s( i1 � -_j I Pond NK 15 --- 200' W --- - I I J 75 OU7LOT L I I I__JI-65 / III W I � I 8,35 sf �, � \ 12,212 sf / l _ _v^� Proposed a I I I I I Ito i' \ S/ h / \ \ \ \\ 15,527 sf N I I / \- - - - - - - -/ /` / - �- v \ - - - - - - - // Wetland Buffer 104;723 sf I �lJ 8 22 17, sf / > /\ \ 707 / -�\ \ \ ZD v wvvvvvvvvvvd4 r� - yf�/ 8,862 sf -aT;,,,,,,,,,,,,,�,,.•,�_ \ OO \ I I a o \ / y. l 93 -7 7 dvvvvvvvvvvvvvvvv vvvvv:: Ede of Wetland t cc \ / 1 tol 7 O I 8,935 s(� l� \\ / O \ \ / \ \ 74.13 ^ / / 2Q �� 150 /lam\\\`30 \ \ \ _"`..;z�- - ��� v v v v v v v v v'e-v.:{•.•.•:{7:{7:7:{7:{7:7:{7:{•::.I...�:\\\ \ \ // g (i'P) I Q l I 8,399 sf a d' ` \ " /`o �/ h 7 \7 �R o / 7 ' \ \ ,%. 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I^ i � 10,0033 sf Q) 137 -I L L� _ _ ` f ----�� r--135 -1/ \ \ I �I I II 15 o I^ I I /I 72,397 sf h I 11, 758 sf Q h \\ 7 L_ -- I in ---4J L_-135- J I - - - - -J Proposed / I ::::::::.::::::::: B B I � 137 J I L - Buffer ^�`� _-- -- L - - J o - - -----1 1 i 671,- sf I .... �• i \ .I I� ---- / 2 1 0 I O 137 / � 4 I r N / 0 � d' 8,353 sf Ico /.���...........:•.�:.�'.�.�::::.�.�:.�:.'•.�:._•....:...:m:'::•:::•:::•::•'::•'::•::: '::•�:•:::•:.: \ V L- co v / ..... .....:::.:........:................:......:.:........................... •.�:::.�:.�:. _ J I p O 20 b ROW �r / -- vra 70 732 sf v �...X::.�:::.�:.�:::.�:.�:::.�:.�:::.�:.�:::.�:.�:::.�:.�:::.�:.�:::.�:.�:::.�.:•::•:::•:::•::•:. ..•'••'•'1.� 1 3 - /::::.v:s:::.�:.v:::.�:.v:::.v:.v:::.�:.�:::.v:.�:::.v:.�:::.v:.v:::.�:.�:::.�:. •1:•1:1.1:1.1:•1:1•.. � / I 35 0 - - - - / / ..:.:..:.:..:. :. 1 XIS fC! f i"1r1G1�::$a.Ti`�78R '.:.:..:..:... ....:.:..:. ................ 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L - __J L - - J L - - J L - - J I- 87 \ / - J L- - -I L- - L- - _I 7,i- - 74' 74 74 74 74 87 - - - - - m % 249 77 66 64 64: - -174 - ^ `�\\1 \ Future Boardwalk /� Existing Wetland Buffer \ I ` ,\ � - - - - - - 1 / �5' Average (()p) /I 9 \ / 1 -Existing Wet/and Buffer / - \ � \ ., �� I1 / I /I J5' Average (�)-------------- ------ --------- - -� Proposed--------- _------- - 1 �--- I - --- - _ i Wetland Buffer to I- �,I--------------- �--`-----__= 1 Boardwalk / 1 I �I L111I1 1 vv°vvvvv° vv°vvvvvvvvvv vdj v�I �-r���vovv-o-ovvv�6vvvvvvv��vvvvvvvvvvvvvvvvvvvvvvovvvvvvv_vvvv�v,vvvv vv vvvv v v v v v(ti - P ) vvvv�vvvvvvvvvvvvvvvVV v7vvvv-v.�v-_vvvvvv-�vyv�v-ryvv pvvvv-.v-v -vv�+vsv- -v-v-vT-vv-v vvvvvvvvv vvvvvvvvvvvvvvvvvv_7- V --- -­-7777v7 v- - v- vvv_vv �v v-- v- v' -v 7v, v -- - v -v - v V v 'vvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvb�vvvvvvvvv v v E vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvbvvvvv v 17 v vvvovovvvo vvvvovvvovvvvvvvvvvvvvvvovov 17 VtVm 1v vvvvvvvvvvvvvvvvvvvvvvvvvv�vov7vovv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv ®ivvR�vvvvvvvOn�rpv vvvvvvv\vvvvvvvvvvvvv vvvvvvvvvd Aevevebv yyyOVO- vvyyyvvv V vv v v v v v v vvvv vv vv vvvvvOvV� vvvvvvvvvvvvvvTemp UUTLCIA ° °°°°°°°°°°° OUMOTG Centerline of Creek ((yp) vvvvvvvvvvvl°5vvvv vvvk0tvvvvvvvvvvvvvv Cul-de vvvvvvvvvvvvvvvvvv_ _ ---o1sr--- vvvvvvvvv�1,546sf ------------- - - - - -- V WETLAND FILL pvv°I ll 1 1 I / i 4,010 SF I I I I \ - ------------------------------------ � �, , __.. f / I I I I I -- - - ------ \ \ - ^'m SES-- --s-- - -- --3-- - I OU7LOTH � //, � ---1-3 �-r----rr-- --10-� - - 1 I I \ I \ \ I FUTURE PHASE - - - - - i \ I I I \ \ \ // ' - 2 I I I 1 \ 1 I \ / / � � � , I 1 � I I I I I LI -117 7 T T T_ I -I-, /--F IT 1 I-I�1 �_T T� 1�� - � � � o 0�0�9 0� NOT FOR CONSTRUCTION . Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my RevWonz 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR Designed, Eden Prairie, MN 55344 under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked: CWM PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: sn TOLLFREE 1-888-937-5150 Craig W. Morse, RIS Westwood www.westwoodps.com Date: 03/10/15 Mcmae No. 23021 Record DWestwooder tiy/date: Prepared for: Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 Avonlea Lakeville, Minnesota Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 0077NG PARK AND RIDE O 1 I L \ �V " [-" 5 6 _7+ I ourcoT o 145,979 sf 0' 100' 200' 300' 0000557PPP02.dwg Date: 12/17/14 Sheet: 6 OF 28 Preliminary Plat West EXHIBIT F \ i os sf I M 2 74 11"5,59ssf W l /. 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L - __J L - - J L - - J L - - J I- 87 \ / - J L- - -I L- - L- - _I 7,i- - 74' 74 74 74 74 87 - - - - - m % 249 77 66 64 64: - -174 - ^ `�\\1 \ Future Boardwalk /� Existing Wetland Buffer \ I ` ,\ � - - - - - - 1 / �5' Average (()p) /I 9 \ / 1 -Existing Wet/and Buffer / - \ � \ ., �� I1 / I /I J5' Average (�)-------------- ------ --------- - -� Proposed--------- _------- - 1 �--- I - --- - _ i Wetland Buffer to I- �,I--------------- �--`-----__= 1 Boardwalk / 1 I �I L111I1 1 vv°vvvvv° vv°vvvvvvvvvv vdj v�I �-r���vovv-o-ovvv�6vvvvvvv��vvvvvvvvvvvvvvvvvvvvvvovvvvvvv_vvvv�v,vvvv vv vvvv v v v v v(ti - P ) vvvv�vvvvvvvvvvvvvvvVV v7vvvv-v.�v-_vvvvvv-�vyv�v-ryvv pvvvv-.v-v -vv�+vsv- -v-v-vT-vv-v vvvvvvvvv vvvvvvvvvvvvvvvvvv_7- V --- -­-7777v7 v- - v- vvv_vv �v v-- v- v' -v 7v, v -- - v -v - v V v 'vvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvb�vvvvvvvvv v v E vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvbvvvvv v 17 v vvvovovvvo vvvvovvvovvvvvvvvvvvvvvvovov 17 VtVm 1v vvvvvvvvvvvvvvvvvvvvvvvvvv�vov7vovv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv ®ivvR�vvvvvvvOn�rpv vvvvvvv\vvvvvvvvvvvvv vvvvvvvvvd Aevevebv yyyOVO- vvyyyvvv V vv v v v v v v vvvv vv vv vvvvvOvV� vvvvvvvvvvvvvvTemp UUTLCIA ° °°°°°°°°°°° OUMOTG Centerline of Creek ((yp) vvvvvvvvvvvl°5vvvv vvvk0tvvvvvvvvvvvvvv Cul-de vvvvvvvvvvvvvvvvvv_ _ ---o1sr--- vvvvvvvvv�1,546sf ------------- - - - - -- V WETLAND FILL pvv°I ll 1 1 I / i 4,010 SF I I I I \ - ------------------------------------ � �, , __.. f / I I I I I -- - - ------ \ \ - ^'m SES-- --s-- - -- --3-- - I OU7LOTH � //, � ---1-3 �-r----rr-- --10-� - - 1 I I \ I \ \ I FUTURE PHASE - - - - - i \ I I I \ \ \ // ' - 2 I I I 1 \ 1 I \ / / � � � , I 1 � I I I I I LI -117 7 T T T_ I -I-, /--F IT 1 I-I�1 �_T T� 1�� - � � � o 0�0�9 0� NOT FOR CONSTRUCTION . Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my RevWonz 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR Designed, Eden Prairie, MN 55344 under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked: CWM PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: sn TOLLFREE 1-888-937-5150 Craig W. Morse, RIS Westwood www.westwoodps.com Date: 03/10/15 Mcmae No. 23021 Record DWestwooder tiy/date: Prepared for: Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 Avonlea Lakeville, Minnesota Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 0077NG PARK AND RIDE O 1 I L \ �V " [-" 5 6 _7+ I ourcoT o 145,979 sf 0' 100' 200' 300' 0000557PPP02.dwg Date: 12/17/14 Sheet: 6 OF 28 Preliminary Plat West EXHIBIT F ® 2015 Westwood Professional Services, Inc. Existing Proper , Description: Typical SF Lot Detail The North 48 rods of the West 1650.35 feet of the Northwest Y4 of Section 15, Township 114, Range 20, Dakota County, Minnesota, except that part platted as Cedar Avenue Park and Ride, (No Scale) AND The South 138.42 feet of the North 930.42 feet of the West 1650.35 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota. Also that part of the South 138.42 feet of North 930.42 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota that lies within the following described parcel: Beginning at the Southeast corner of the West 1650.35 feet of said Northwest Quarter; thence north, along the east line of the west 1650.35 feet, a distance of 1846.86 feet; thence southeasterly to a point on the south line of said Northwest Quarter which is 31.94 feet east of the point of beginning; thence west, along said south line, a distance of 31.94 feet to the point of beginning. The North 83.19 feet of the South 551.03 feet of North 1481.45 feet of the West 1650.35 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota. Also that part of the North 83.19 feet of the South 551.03 feet of North 1481.45 feet of the Northwest Quarter of Section 15, Township 114 North, Range 20 West, Dakota County, Minnesota that lies within the following described parcel. Beginning at the southeast corner of the West 1650.35 feet of said Northwest Quarter thence north, along the east line of the West 1650.35 feet, a distance of 1846.86 feet; thence southeasterly to a point on the south line of said Northwest Quarter which is 31.94 feet east of the point of beginning; thence west, along said south line, a distance of 31.94 feet to the point of beginning. AND The North 1/2 of the Northeast 1/4 of Section 16, Township 114, Range 20, Dakota County, Minnesota AND The South 1/2 of the Northeast 1/4 of Section 16, Township 114, Range 20, Dakota County, Minnesota W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Westwood www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LAND SURVEYOR under the laws of the State of Minnesota. Craig W. Morse, RLS Dam 03/10/15 License No. 23021 74 \-15 N N 8,880 Sf \ Ln u� L\ �- 74 9 - STREET Drainage & Utility Easement Setback Line - Lot Dimension Lot Number - Lot Area NO TE.• Lot width varies (54', 64'p & 74) RevWone. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS 03/03/15 CITY COMMENTS 03/10/15 CITY COMMENTS Development Data Existing Zoning: Varies Proposed Single Family Lots: 203 lots Proposed Zoning: PUD 54' Single Family w/ Assoc. Maintenance 28 lots Gross Site Area: 191.9± ac. Major Road Right of Way: 9.45± ac. Cedar A ve 7.99± ac. Collector (Street J) 1.46± ac. Existing Wetlands: 7.60± ac. (within Phase 1 Limits) 0.51± Park Dedication: TBD Future Development Parcels: 74.35± ac. Ou tlo t A (future phases) 6.94+ ac. Out/o t H (future phases) 61.51± ac. Out/o t T (future High Density Res) 5.60± ac. Outlot C (future development) 0.30+ ac. Net Developable Area: 100.50± ac. 64' SF Project Open Space: 45.92± ac. Oudot B (wetland & buffer) 0.51± ac. Oudot D (wet/and & buffer) 3.02± ac. Oudot E (ponding) 1.10± ac. Oudot F (park/greenway corridor) 4.34± ac. Ou tlot G (park/green way corridor) 3.48+ ac. Outlot l (park/greenway corridor) 2.32+ ac. Oudot J (ponding) 3.00± ac. Oudot K (trails, wt/d, & wtld restoration) 14.21± ac. Oudot L (ponding) 2.40± ac. Oudot M (entry signage) 0.11± ac. Oudot N (wet/and & buffer) 1.03± ac. Outlot 0 (landscaping buffer) 0.99± ac. Outlot P (entry signage) 0.09± ac. Outlot 0 (common lot/HOA) 3.35± ac. Oudot R (wetland & buffer) 0.35± ac. Oudot S (common lot/HOA) 0.46± ac. Outlot U (ponding) 3.38± ac. Outlot V (wetland & buffer) 0.36± ac. Outlot W (common lot/HDA) 0.21± ac. Outlot X (landscaping buffer) 0.10± ac. ac Lot 17, Block 10 (private HOA park) 1.51± ac. 54' Single Family 44 lots 64' Single Family 96 lots 74' Single Family 35 lots Proposed Multi Family Townhomes: 47 lots Overall Proposed Homes 250 lots Overall Net Densitv 2.49 un/ac (250 un / 100.50 ac Net Developable Area) Overall Gross Densitv 2.13 un/ac (250 un / 117.55 ac Gross Area - Future Development Parcels Proposed Single Family Standards: 54' SF 64' SF 74' SF Street 'on Lot Width @ setback (min.,) 54' 64' 74' Lot Depth (min.) 120' 120' 120' Minimum Lot Area 6,480 sf 7,680 sf 8,880 sf Average Lot Area 8,458 sf 9,599 sf 10,801 Maximum Lot Coverage 50Z sf; 60% Assoc Maint. 50Z 50Z Maximum Building Height 35' 35' 35' Front Setback - Porch/House 20' 20' 20' Front Setback - Garage Face 25' 25' 25' Side Setback 7;17' (14' total,) 7;17' (14' total,) 7;17' (14' totclL Side Setback - corner lot 20' 20' 20' Rear Setback - Prim ory Structure 25' 25' 25' Rarrr /7a. -/z tri' 1 1V * Side porches, stoops, decks, steps, egress pits, & privacy walls may extend to within 5' of side yard and 10' of rear yard lot lines. * Fireplaces and cantilevered bump outs up to 2' into setbacks. * No encroachment allowed within drainage & utility easements Proposed Multi -Family Development Standards Front Setback to ROW/Private Drive B.O.C. 25' min. garage, 20' min House/Porch* Side Setback to ROW/Private Drive B.O.C. 20' min. Primary Structure*; 14' min Porch Separation - Building to Building 20' min.* Private Drive Street Widths 24' B -B Proposed Minimum Garage Area 420 sf Proposed Minimum Garage Width 20' Private Driveway Length 25' typ. Off-street Guest Parking required 0.5 stall / unit (23 stalls) Off-street Guest Parking provided 0.5 stall / unit (24 stalls) * Side porches, stoops, decks, steps, egress pits, & privacy walls may extend to within 5' of side yard and 10' of rear yard lot lines. * Fireplaces and cantilevered bump outs up to 2' into setbacks. * No encroachment allowed within drainage & utility easements Site Area per Unit: Required Site Area per unit: 5, 000 sf Provided Gross Site Area per unit: 5,626 sf (253, 176 sf overall townhome area / 45 units) NO TE.- The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. CLJ Prepared for: RM Mattamy Homes I)rawm HW 7201 Washington Avenue South, Suite 201 Remora °W`idft by�dat� Edina, Minnesota 55439 NOT FOR CONSTRUCTION Avonlea Lakeville, Minnesota 0' 100' 200' 300' 0000557PPP03.dwg Date: 12/17/14 sheet: 7 of 28 Preliminary Plat East EXHIBIT G ® 2015 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance TYPICAL MULTI -FAMILY DETAIL (No Scale) /— Proposed Lot Line i Deck/Patio (typ) 3' Sidewalksi Driveway Driveway riveway (typ) (typ) (typ) STREET NOT FOR CONSTRUCTION Driveway typ) N 1 13.0 0' 40' 80' 120' 0000557SPP02.dwg Date: 12/17/14 sheet: 8 of 28 Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under mqep Avonlea 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR nod: Prl'ared for Eden Prairie, MN 55344 under the laws of the State of Minnesota. 02 02/15 CITY COMMENTS MattamyHomes y Site Plan 02/25/1Preliminary CITY/WATERSHED COMMENTS Checked: PHONE 952-937-5150 03/03/15 CITY COMMENTS W (Multi -Family Area) FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: TOLLFREE 1-888-937-5150 Craig W. Morse, RLS 7201 Washington Avenue South, Suite 201 Westwood www.westwoocips.com Date: 03/10/15 iieenae No. 23021 Recon °�`� ��`�`� Edina, Minnesota 55439 I Lakeville, Minnesota EXHIBIT H 13.8 138 — — �i 32.0 18.2 18.2 O 32.0 O h N 13.0 ' ------------------ ` 0 I I I I II I I I I I 11.0 I I I II I I 11.0 I I I I I In I I v1 I I 1-4 I 1 L 21.0 21.0 I I 11.0 21.0 21.0 -- 11.0 O I O ^ I 3' Sidewalksi Driveway Driveway riveway (typ) (typ) (typ) STREET NOT FOR CONSTRUCTION Driveway typ) N 1 13.0 0' 40' 80' 120' 0000557SPP02.dwg Date: 12/17/14 sheet: 8 of 28 Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under mqep Avonlea 7699 Anagram Drive direct supervision and that I am a duly licensed LAND SURVEYOR nod: Prl'ared for Eden Prairie, MN 55344 under the laws of the State of Minnesota. 02 02/15 CITY COMMENTS MattamyHomes y Site Plan 02/25/1Preliminary CITY/WATERSHED COMMENTS Checked: PHONE 952-937-5150 03/03/15 CITY COMMENTS W (Multi -Family Area) FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: TOLLFREE 1-888-937-5150 Craig W. Morse, RLS 7201 Washington Avenue South, Suite 201 Westwood www.westwoocips.com Date: 03/10/15 iieenae No. 23021 Recon °�`� ��`�`� Edina, Minnesota 55439 I Lakeville, Minnesota EXHIBIT H v2015 Westwood Professional Services, Inc. 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THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE `: °°°°°°°°°°°°°°°°°°°°°° °° °°` °° °°°° °°°°°°°°°°°°°°°°°°°°°°°° °° °°° °°°°°"° °°°° °O°°°° °° - — ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • o v°vvv° .vvvvv°vvvvvvv°vvv°vvvv vvvv vvv°vvvvvv 0006v°ovvo ov v °°°°° vvv o vvvvv°vvv° " o - -:�: + +•.°vvv°v�NWL=991.0°vv°°vv°vvvv°vv°vvv vv°°vv°vvv °v°� v°° °v°°°° °v°vvv°vvv°vvvvvvv°vv°° °vvv°vvvvv vvvvvvv°vvv _ s vvvvvvvc v0vvvvovvvvvvvvvvvvovvvv vvv v .••rr•s .Z ¢ss_° r-.-�:•zTv-v n,.� - - ,,,, rvs-.••r terra ....... v _ Q''dvvvv°vv°°°v°°°v°v°°v v _ • • +•.,••� _ - • • • • • • • SEE SHEET 11° _ v v ° v .'i_«:..v :� =_i:::::�_ _ ..:_i_: _ s .. _. r :�: + + .......... ♦ . 6 v • fio - vs �(�.-^� z-:-rvrs- cs-s-r-cam i. . . .. - - s=s-r �'.=:� -:-r' - • ALL RCP FOR STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTED T6 oS o vvv.s :-.- ' r . --- ry}� v,. ' ' ss sii.�.�w�-.=.�.�.:.�.,_ ' =-a+i 1' , ��.� - ��,-=yjQv°OO V0000°Ov00 OV0000v00 VOZ♦♦ — 1y«' L '''+'♦':''♦122iiL• '''''''1 ♦ ''''':'i+'♦ v. - - - — �Z 1�,g� ''rte♦—i eT'iu�w .�ti- T 'r �7♦'Z-�T i <♦Lt♦♦♦ ♦TTTi�ri ♦ i' �♦ ♦ O r�`J`tCt.�.'r'.�.'T+�♦'-.�. yr �♦ .ir=.�.'z�. �.r +� -- - - -- - z , s': -:'TJ ALL CATCH BASINS AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED - i . - - 1 '♦'�i'=-!T�..:, :.':.=-F.�z z'r'z�-''' . <-.. .-'-'�". :: ♦ rT '.Q D' •._•+•s'�'s'''.............................. + + + + ++ . . .. ,. - " , _ �-+ : -.� — --- '' a_, _ �: � .�, '�♦ter.:"0.10 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. s 1 ____ --------�\-c---------- -- O �-. �\ \ 4 - _ ____—SEE SHEET 13 - _- o • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. +♦+♦♦ ------------ ---- + -- ------ - \\ I O \\ 1\ 1 1 \•� - - - - -r--------- i __-- -__�� C I / �' I • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. +♦++++' + ♦ + vvvvv \\\ \I\ -------------------- ---- --- - - 7 � \-------- I , , I , , ' I i �vvv.vvvb I ♦+ + I \ EROSION CONTROL NOTES: 23 I / I 7 ��� / ------ - C� ` Z -- , 1 \ I I I I I( , ovovvoT ;.; /- 1 \ - -'r _ __ —_ - \ -� I I I I I I. vvvvv I • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLAC ++ +;++++:+ + + :+ I , _--- i _ ' \ _ 7 `fes I ,h I ' 4 ' `vvvvv 1 I \ P I E E rl .'+.'+; I I I I I 1 1 �\ rr--=- - ,�- -_�-- / �{ i r I \ � \ �I �- � � I IIJ -\ I I � \+ oo°qoo , I I r PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL I / I I I 1 I ( I I 1 000°o I ` VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE I I I \ I I, 1 `� I I I i _ _ -- -- _ 11 I -- I + vvvvv I �� I I I \ I ------- I 1°°wv ' f ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED I I � 1 9 4 5 I I 1 _ 11 ov vo 4 \ b I I I -- I -- - BE vv°° INCIDENTAL TO THE GRADING CONTRACT IT IS OF EXTREME IMPORTANCE TO °°°° I AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. �\ I I -- - � 1 I I l i I I; ®ev qc� I I i --- a _ - / I_o�p I TEMPORARY PONDING, DIKES,OHAY BALES, ETC., REQUIRED BY THE CITY SHALL BE _ --- - INCIDENTAL TO THE GRADING CONTRACT ii\ /; , 11 l i-- --- -----I---- ---7---- L I I I 4 I I - - -- ---- II I' vv'bv I 111 I� li I I I I i I --- li I I I I I I g I20 � � I/ __ � 14 IV / — r �' I I p I I I I \ I I I I I• -- I I - I (b ood °p • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END I I 1 22 I -----J 7 1 I I I, I I SSB 1, I , I, .o o � 26 III I 27 --�- -- i I I III 5 I I I i I ; I __ I Q - 1 1 I tV7 ° b OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED �--_ _________ I <I I I' I I i 1 i / I ` 1 I I I I I I; ---12 2`- i;2 I I o00o b I / ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. J I � ' I I ` I I, �v°v°vlv°v°vp i I 00 , 27 I I 2 - / 11 I i t I -----I---�--- 14 / r 9I ; 11 I _,¢ 4L-- -,4 ¢ -- I %8 I I \\\ `.°v°oT i ++� • I I PrH -- r 24 F-- -------- ----- 9z 5 i• -- I I , i I '' ¢ I S1 \ _IT'+ ��° . ',i I� DENOTES SOIL BORING S / LIIIII _- --�_-_- __- _---------- -------------JII III 1 _--_---_---_---rII ----__ ..1 `. I /I � DENOTES SILT FENCE ----- --- ---- 29 ) ■ M M M M DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS_ -980_ I 2 B - ------- 15 20 I X980- _ DENOTES PROPOSED CONTOURS III I11I1r - I I 1i 1 1I 2 4\ 5 I 6 I 7 8 I I Ilii I --. I ❑__ 5 �00 IL DENOTES EXISTING STORM SEWER -- ----- �% I1 / r DENOTES PROPOSED STORM S EWER T- n i to B L-------- Y DENOTES EXISTING TREE LINE IIIjI O DENOTES A PPR O XIMATE TREE REMOVAL LIMITS Ir 0 7 SB 15 -JS31 16 x 856.3 DENOTES EXISTING SPOT ELEVATION 1 ` 66.30 - - --- - POSED SPOT ELEVATION DENOTES BIO -ROLL EROSION CHECK S DENOTES EMERGENCY OVERFLOW,E.O.F.I7 2 a 1 5 7 8 II 1 ELEVATION I 1 11 5 Ii___J----y11 ---- I, ;I;III I II ✓N ,, 1II �II II II II I 1 I I II I I1 I P 0DENOTES WETLAND MITIGATION 17 2 , 1 , 11 0' 150' 300' 450' I< -- --L-- - J---1--- 1--- ------ II T FOR CONSTRUCTION _--- '_ _ L---� --- - �_ -- ---- III L `-�_------------------------------------------------------------------------------------------------------------------------------- ; / / ___--____--- ----- -- ----�� - -��------------------ ' ter-- _=���--------------- ---- ----- ---- �- I 0000557GDP01.dwg -- --7 i _ - --_ - ---------------- ----------------------------------------------------------------------- --- _ --- 1 �$_-----_-----_-----_-----_-----_-----=�---- --_-- _-- ----_-I- -_- _— r ---- ---- ---- ----- ----L- - ------------ ----- _ ------------------- Date: 12/17/14 sheep 9 og 28 ------- Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions: Prepared for. Avonlea • . 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Dia: ew Preliminary Overall Eden Prairie, MN 55344 ENGINEER under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checkeek RMMattamyHomes Grading, Drainage & PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: HW TOLLFREE 1-888-937-5150 Ryan U 1Bluhm te 7201 Washington Avenue South, Suite 201 Erosion Control Plan Westwood www.westwoocips.com Date 03/10/15 License No. 41257 Record ° `"' ��� Edina, Minnesota 55439 Lakeville, Minnesota EXHIBIT I c2015 Westwood Professional Services, Inc. - - - - - - - - - - - - - - - - v r - - - - - - - :� SLOPS -ST,�BtLIZ-ATtOPJ - - - - - \ �o ---- - OK \ CB 992.5 E OSION CONTROL ALL STORM CAH 5' CONCRETE °4 \�\ \ � / r WETLAND EDGE WETLAND BUFFER (TYP.) IE 985 3 �S �S �S �S ANKET -_ TYP.) BASINS TO INCL DE SIDEWALK (TYP.) - - \� o ` (TYP.) I 992.7 �5 - - _ - - 1000- JS INLET PROTECTION - - - - - - - - - -' ` .� SOIL BOkINGG g g .�S g I / + + + ----- ----- -- - _--- - --- __ - - --- --- ---°�- - - +- +--------------- + +\ --- -- - - - + + + + +\+ + \ g + + + + + \ + 3 ' I I 99 1 9 g� 8 + + LA \ + + \ + + \ + WE TL ND FILLS ' I I I I f I I 7. I I + + Q 9 \ + I I + +\ + \+ \ 1,191 SF B -B 94. I :0 4. 5. 997.2 / I / \ + + + 86 + 00 q� i + + o + + \ t I I I I I I I \ + +\ + SILT FENCE (TYP.) �� I 9 \ I I I,, I i I 91, \ 'k rn '1 Po RE=990.0 \. c0 �� + \+ �+ + \ + + \ + _ 0 //. 9g � � + �+- � � + + � OU7L0 C I / 9 4 �/ / � + + (SEE DETAIL) \ I °0 � CB / + �\ N I 2 ° 3 I I 4 I I S I I 6 7 / +`�� + I IE -986. 9 '4- ++++\ I + + + + I O / ` + + �\+ ��+ +\ CBMH I R I I R R I I R I I R / 974 %9�\ ++\+++ OT N O990 5 + + + + RE=990.8 I I R R I I I I I I / / \ \ + + {- I I - - - - - F. / RO 92 + + + + IE=986. `� I LO / / \ \ + + + +� + r - - O O O O I I 988.5 I I // // 9� \\+-+++++++°�1 I r 9�.7 998.6 / + + + �. + + + RpW 985.3 985.9 G 9g � + + + � 985.3 I I 986.3 I 1 987.5 988.5 I I 9 0 S 2 / \ + + + + ac MH I I G I 994.0 G 994.6 G 995.0 G I 996.2 G 997.2 G I I 997.2 988.6 / 9 0 + + �+ + + + 1 I � � O I / 0 94.0 G I I / 6 / (-7 / RE=990.4 cn I I �Q oo 0') -/ W 998 � \ \ � 9 g / / ,\ + + �- + + + - � I2Jr G J + +� + SIE=9861 oq I BMH I 9 I 9 9?3 G + + + + + + + I" \ / / 9 \+ + _IE==985.5 ---� .CBMH 4---� -- J �• - -J /G 9886 / \ \ Al 0 G'9 990 / / 99 + + Q - + + RE =991.2 � / / 99) / / \ +++\+\+ + + N o 9�' S / 2 + + +VtWL $95 ' I -984.2 I CBMH 1 J 3 / lO \ � 7 / � 12 � 19 CBMH / �J + \\ CSD 0.45 ►► ►► , IE=983.7 - - - r // 988 % + + E=995.5 J - - -� -- _ / 9O / /� + 9 6Q IE -979.7 / IE=986.0 _1/-000T\ s 1 / 3 - G' 9 / / 99 �-� 1� � 0.65' 19. 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F. \ IE=988.8 �/ / 9 \ + + + + + + + + + +� + p p� + +� + + / / O + + +� + / � / 9 E=988.0 9 / \ \ / \ ` 98 8 ` \ + + + + + + + + + + + + + + �+ + + + - +-STMH 2Q, 12" ®0.44% 8 �9 RE=983.7 Yl+ IE=981.2 �+ Q� CBMH - - RE=995.6 cp CBMH h \ CP 0� li o I ' I - - 1E 988 \ \ o/ ♦ CBM / \ y� + + + + / + + 8 + IE=978.3 ° Qi �' RE=994.4 \ O / / \ \ / RE=996.3 \ \ + + + + + + + + + + + + + + +\ + \+ + + + + + „ + + + + + ? \ �� 2 \ �E=989.5 83 \ / 1 ®0.5 % 329 - 12 ko It I r CB 11 I I I o \ M \ / / 0.10 O ` \ \ + + + + + + + + + + + + + + + \+\ +-cF + + + + + FES + + + + \+ Op v r r IE=993.7 �� E.O.F rn m 2 I rn rn � � \ + + + + + + + + + + + + + + + + + 4 + � + � �+� + +��-� �+ + h�1E=981.0 + + + i ,r fi g g rn I B B / ov \ 0 , + + + + + + + + + + + + + + + + + .+\ + p p + + + + + _+ T- + + + + + 8 + �+ r --- + + + + + + + + + + + +\+ 0 0 + +-+� + + + �. + + + + + + + + + \ Ir r r - - - - - c� RE=996 2j I E.0 F. / rn I CBMH - - - + + + + + \+ �S + + + + + + + + + + C ^ F p �p p ARE=983.i'., - O rn cb E=996.6_ - - -7 - + + + + \+ �� = - `' --w + + + + + + + + + + + c r V r I I r r rn - - - - - - JE=992.2 I rn � 0) co\ 9 .4 / / 0 D O O O 0 + + �+- � -� +- - +E=9$ C rn I I 8 + + + + 0 r I rn N 000000000000 7-71 � . - --- - rn CO / / rn / \ + + + �+ + - �- - -PE ES --- i r i� r I �ir I I I m 6 rn 12' ® C� �O �' rn rn rn o 6 N / \ 91.0 \ - �� O'7 V hf 8 7 r.7 s7IE=978.0 i r r r r I ° rn 0 45% / 'o o� E.0 \ \. 9g + + + + + + + + + r r � rn rn �' CB H � � � _o \ I 1 \ i �F ti.0. F. rn - rn o rn 3-3'x 6' RECT QULVE. cv i �' i I I � � I RE=996.2 / /\� � � � /o / 98 .7 \ I � ` � + + + + -+-� + � � � �-+ + + + + + + it r oo r I 1 1 I o 98_� I li �E=9 1 ® / �► / \ II + + + + + + +'�I` + + +-�- -�- +_+ + + + $ + I I ® - - - - I \ CB + + + + + + .ice + + + + + + + + + +- +- +� CCB - _ E=984.1 7 rl r i I _ - - - - 5 i I o r,� E=994.1 / N p� / \ I I + + + + + + + + + + + + + + +� + + / - - R W 1 of p =990.0 / 8 �. / / ` I I 23 / P 9�� + + + + +� �� i�F g + +IE=980.9 p �S � / \ � 4 r r I r N I rn CB v' l 0 7 �, 1 �' - ` °j oo / 0.4 % 0)* O \ 2• I / c0 --------- - ° it ' r l� � RE=996.5 � r I I o rn o r � � O /� O l � / l °j 7 I7=993.1 o/ I - �� ��B- / 117 \ 91.0 G O / 91.0 I I I oma' i rl o r r r I O I rn l l l CB \ 9 9g / / o cv / 1 r � / � RE 997.5 � 1 \ G CBMH I T � >� � � I W o^0 1 0 �� \� \ / / IE=993.5 O O / / RE=986.0 2% \ 0 / 25 / CP I rn r rI W IE=982.8 \ RE=988. / I I rn o) N --- �- --- �� R 982 /�� / I rn I I r r r 0) -- - -I o r r I I r I •� I00 p �� IE=978.9\ / �� d, \�� 99O / / I ---- J 3 ' rn O o,\. / p cp I -- / r GI I ,rl Q) I 00 b I / o / O �� ��982 // / 4 I E i r i I irl , O o O I l C� ^� l O O `� \ RE=988.6 �O �2j., ♦ 3 I rn o o I \ / // / °� E.0 // IE=9 0 4 ® ���► l 90 / �.O.F. 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N jq1 �Z sb, ,®/ / / ►®` o� /o� ` - 0.27 ?� - '�/ " �� �O ` rn o W o N 9 .� / 0.45®� \ - - / RE=996.5 'p - ` / V, yJ O �V \ /� // \� IE=991.7 " �� - O � 0 � � O O rn % /� � � --_ _ � I �'` �y ; i i i i i I ;l r 7 0`9�9 sOg Ce c� / / /��\ �° / ' E. ��cB_ --�� I 37 o L 9 C O / / �/ W RE 987.2 - I I CB r r Ir r r1 �< O /\1 RE=998.8 STMH O O) co / 98 7 / _ °� I'r I �, // 7n\ `\�� O �\ IE=9�N,-RE =9497 I BIB l l I 11 �n /\ o /l �/ / 9 7 `r SEM 87. /_+\ n� I� 00 E=� 81 7 oy%! - Legend: Call 48 Hours before digging: • DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS -980- DENOTES PROPOSED INTERIM CONTOURS x 856.3 DENOTES FUTURE STORM SEWER x 66.30 DENOTES PROPOSED SPOT ELEVATION 811 or call811.com 1 0 !1 DENOTES EXISTING STORM SEWER DENOTES BIO -ROLL EROSION CHECKS Common Ground Alliance 0' 50' 100' 150' DENOTES PROPOSED STORM SEWER E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION NOT FOR CONSTRUCTION DENOTES PROPOSED DRAINTILE DENOTES TREE PRESERVATION FENCING DENOTES EXISTING TREE LINE 3:1 SLOPE STABILIZATION EROSION CONTROL BLANKET 0000557GDP02.dwg DENOTES EXISTING SPOT ELEVATION nate: 12/17/14 Sheet: 10 OF 28 Westwood Professional Services, Inc. . 7699 Anagram Drive I hereby certify that this plan was prepared by me or under my Revisiorm direct supervision and that I am a duly licensed PROFESSIONAL Prepared for: pes{�; Q,J Avonlea Preliminary Grading, Eden Prairie, MN 55344 ENGINEBR under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS Checked: RMB MattamyHomes Drainage &Erosion PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 TOLLFREE 1-888-937-5150 03/10/15 CITY COMMENTS Ryan K Bluhm Drawn: HW 7201 Washington Avenue South, Suite 201 Control Plan Westwood www.westwoodps.com Daft 03/10/15 License No. 41257 Remi °Mikift �y�`�� Edina, Minnesota 55439 Lakeville, Minnesota It EXHIBIT J 2015 estwoo Professional Ser I ' f - - - �'t-yy 0 8 ° / -- I I "' /� 99-7 �� + + + + + +. g r 0 i inC.i i I -- I rn o / 9 I 1 i N 12" ®c6 7 N 04 % 0) / �` p 7 99 24 1 0 IE=993.1 O \ / o,RE-996.5 o /°� iCB 997.5 RE -986.0 21 CBMH .0 IE=99 25 IE=982.8 88. / / - -- - - - I I CBMH E=980.1 nl O --_ ---I O I /M\�� / /l /l p 7 �� ° RE 997- \� o� h \ � / G 98 / 8 i '; ' I O i rn '� O I O CO J O ^ )E=978.9 / �� \ / 2.3 00// 9970 S rn o o I �0 8rn/C� . ® �®� \S► l �R � 9 0 9 o o RE=988.6 F .8 oSOIL BORING o 0 .0 IE=980.4 0 988.7 LOCATION (TYP.) oSSB 98 CBMHom20�E=987.2- 0) =987.2 a4j =97 °) ► 9 9980 26 4�9�9 1 I1 II /21 " @ 0.27 CIV / i %,�i 'i iI ; Ii i�' 1 i/l,i 1 I 1'i I I 'V 1 i I1°oIi I7 �yi I llh i it V, / ,ii �I i !iI i i ; iiO�O /N;' l l ♦ I I4`/ 1\ .7��"s..,`, �®�O O ���s�9 ��OO 9`9O.F7. / 9 /�O/`j /�0��' 100 CBMok W II II V--8 / RE - p E=9 > y CAREO=998710..9 RE=998.8 ^IE=983.22.32 STMH 94.k ,-RE=999.1 19 RE=987�. 4MH E=994.7 IE=979.6-°- -_- .-- - -- ---- --- I II I I I -1I1S 1 1 0'0 12" @ rno CBMH CY) o o 99 00 5% RE=999. I�6IE=978.7 a,0')10 1001 CMH I@ 12" 87.5 /Y 12 O 89.5 E=0.8 0 B 17 N 10 R GI M 10 RE 998.9 H. 985.4 2 -994.9 O 1I 18 I =981.7 B 91.0 oRE=996.2 2818 RE=9Co 100 p 92.5 R 99IE=i81 1 ® N @ i 0 100 I1 a o C2 CD RE=987.9 rn0 N =87.9 r0 0 I �///'' %'� I =979.0 1 � 1 1 i it i ' / G 1✓1033 ��� lC 1000 / 13 I I o o I N h I O 1 L---- -----� 2" @ 0.45° -� -- _ _ - - / l ----- I �-- Ii I I it/ i l .� 9 / 1 I\ rn rn I 12" @ �a.zs j Ii i I 4�I l JO is @ o @ I L - - - _ o r CB_ 0.45 �c - - 0 I I ---- - I RE -985.2 1 cb I 1 i 3 3 �s9 �� -- • I o i Ii i I ,I l / E.O.F. 1 = L------ --� IE=981.2 I R 994• � , 1 � �/ 9 :7 oOJ. 4 1 � ; � � 3 r I 1 � � ao 8 N 00 b - L - - ' ' I I 1000 / �_.� Q 100 i1 �p ` �� CB / I - - - - I cv o C5 T , I 1 3 4 G /� 2.9 � RE=997.4 17 I rn rn I 1 1 1 6 rn � t� I � 99 O / � � E=993.5 I � 2 � rn -------N-��� _ M1 100 4.6 / �/ 1 ��.j000- I O b L0 0 °' 0) I I I I 111000. RE=1000. 3 3 G / 17 00 E. I I CD °' O �1°' I C), rn L L il�`- _ IE=990.8 R 21 - J / G g94 ` 9 I I o o CB 1 - �- - - -- - - -�� / d o 00 7003 6 / 11 / 100 CBMH I II EE 985.2 ---- - --- --- - - -- �---� --- �' - - - �r O 1 3 /� / 1,2 RE -997. - - - - - r ------- \ , i 1 `�, 0 ♦♦ G 994 �°� O IL. -Z7 U.- - 1 / Jo I ------ -- r 4 I �, FUTURE 002 9 15 % 100 I ° 0 C� I 1 16 1 r- 21" @ 0.33% ' I. - y : 8.. ® R 99 Q 8 0 0 N 13 m I I I Ln ao Ln N1 - I M N r _ 1 I - I� ♦ 0. �l G 3 I/ I rn o 74.10 I P 1 CBMH 7S 2gq\ \ JO 4 rn o I m rn °' I a +' I I ♦ EE 9095 \��, __ \\ 01.2 / 027 R 14 0 @' rn rn I I rn rn 1 o I R H.P. ♦♦ v/ CBMH FUTURE G 10 992 S I CBMH O i i O I 0 I C7 � IE II O / \ 0 RE -9971 J 5�1 @O CQ 10030 ����\ �� 00 EE 99 65• -1 1'2 / / R �- 14 of N I IE=978.5=-= --J L- --------- ------ ---------�------- _ `` -A% I' I I 9 43 G G. J -�� .. �� 103 I Ii'Iil,i' iI I I I I I II I' i ', IiI ♦` s94 5 G �' 9943.5 �/ ,���� �3J 359 U�9 ♦ / �T / rn I I 1 rn I I 6 1 RF CBI VC; 15 O LnS» `�♦@ RE -996. @ ♦ N 700 p3rn 1@I S'IE=992.4 4'45%Cn 1 M 0)I o 0) I 1 I I BMH Q 0') 0*) E=9 8 9.2 � � 0.45 =978.4 1 i i 9 G 1 �� � ♦ � � IN 85'I 38 0 00 00 Ob �00 T T 0') B RE=983.9 IY 0 IF` -_980.7 1 I 00 I O� II I 0') I I Ii I 97 ` \ FUTURE // [; REM996.4 1 I L� I S S - - - - - E=990.5- 6= - T 24" @ - - _ J T _ _-I J L --------RE 989.4 STMH " 1 I � 02.E �, �, �, _ 1 CBMH L------ ISTMH 9 � O � �2 CBMH � CBMH CBMH I i i E=996 �i 9 + + + + + + IE=990. 99� 4' 0 G J 1 �J0 \ EE 9 266 _ - - - - - J EE- 78.2 EE 978.18 IE=977.9 IE -977.2 1 � \ ,\ IE -978.4 - - ��� IE=985.4 E=989.6 24" @ 0.25%\.3 *107 100 %� 1002 �Q(7 002 1 0- . FUTURE 12" @ 0.50%10-10% 9 42" @ 0.10% 42" @ 0.10%10-1 + + + +�J9 99) 994.0 G � l 7j 5 ° 42'_ ®♦�10% ♦ 4 CBMH-------0.1042" X10% CBMH 42" @ 0.14% 1.10 + + + + I I ' 94 6L-� 3 /� �Q JO1OJ.S FUTURE CL -C CBMH 9 ®� 992.0 - }C� -� {-p Z5RE=989.8-1 - EE 977.13- + + + + + + + + +�i i I 1 i I� (2) E=996.6 RE=995.5- i- �I - - N CL -CL 6 0.60% 5 g0� 90.14 -r - -IE=977.8 3 IE=978.4 1l % 8 0 92 42" @ 0.14% 110 M m BMH E=983.: :=979.5 �1 1061J-111 Cn A -F-iF �i O rn rn 35 � C � C rn Cn 33 N �o A� 32 o rn rn rn � I -CBMH 42" @ 0.15% -RE=987.9- IE=977.0 E=986. IE=976.8 42" @ 0.15% i - a 2 9 996 8 6 �=P90 .9 S G 9 1.35 ° FES` 4,Q0 // l 12" @I 0.I 3 E 92 R=989..8 2;7- O I I 990IE=990.0 _ IE=5 . 8 .8�968 I = 993.1 992.3 1I 1 � I �991.6 91.6 �-1 1I 1 - � 09�99 8- 03..7 %9 9998"�.0 LQ 3 G 993.5 1 1 G 993.1 1 1 G 993.1 1 1 G 6. G 997.5 I 996.8 IG 995.9 G 995.5 984O8Q 980359go1 2 WO(i LO 0I I LO 80 1 1 LO 984.4 I I LO R(1R(3) i', WO3 I I WO 4 I WO5 1 12 1 14 LOO2 5 7 +++++ 9,96 98g I I I I I I I 12" @ 80 .4 988 1 I 1 1 I 1 I I /I i it to CS I I I + + + II I - + RE=992.0 C►� 3 2 �.1.0 _ -990- 1 + :� +�+11 i I `�'� i iI� x95.0 ` 0� �7Q� OUT IE 98/.0 L 92� 1 9 92 �99G-� 8 1 987.6 987.2 987.2 1 I 987.2 I 987.6 �I �I I - ��++++I� I I i it ++ H E o 3s..� o + �� 1 1� 9g9.3 I I I I 8 1 I I I I �I 1� IL 986.9 - 992.2 992.5 �I II II �- I I i II+ + ® oog + + �// JI 988.5 987.8 11 11 986.9 1I 987.1 J1 I� - j L� - - - +.%+�� + + 92 994.5 95.0 + + + + L- 8 - I - - J L - I L- 8_ 8 I 8 -8 I------------� - 88- ---J -- 8 - + + + �i i I /, +\+ + 94 + + + + + + -J L- 1 -8 -- J L- _ ---- - J - -- 12 C + + + x95 0 + + + + + + + + + + nQAimam 984 + + + �I I I 1I +\ �+ x95.0 + + + 36" @ 0.89%+ + + + + + + + + S SIF + + + + + + CB +`+1 + iii I i ��'' �\ \ + + + + + -+ ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + F + + + + + + + + + + + + + + + $ + + + +�+� -4 + +aT -i - -r �+ + SF + + -+ + + + + + + + + + + + + +� + + + +_ + + + + +- . + + �+ +-+ - + +_ + + + + -+ -+ + + - ± + + + + + �+ + + + -+ + + + + + +. -+ ++ + + + + + + + + + + + + ++ + + + 0�+ + + + + ++ + -+ }- + + 7o + + + + + + + + + FES + + + + ..: + + + + + + + + + + + + + + + + + + _+ + + + + + + + 1P + + + + + + + + + + + -}-+ + + + + + + + + + + + + + + + + + + +- + / + L+-+ + +-� +- � +-+ + + + + + + + + + + + + + + + + + + + IE=986.0 + + -�+ + + + + + + + + + + + + + + + + + + + + + +/+ + + F + +_, + _±-_+ _ + _ + _ ± _f _ + -+- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I I �� �I 1+ + + + + + + + + + + + + + + _+_-+_ + _+_-±_ ± -+__+_ + -�-_f_ t_�--t_ - - _ + - -- - -�-+--i-- -- - - -- - - --1 -�I`--F--+--I--#--* i- -- - +--#--+--t -+--�� + s% + + + + + + + + + + +9 + + - -- - + -+_-+_ + _+__ •III I 'I II o +1 + + + + + +_ + _ --+- -�- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + V V o �r _ + + + + + + + + + + + + + + + + + . + + + + + + ° ° 1 + - + + + +- �.... + + + + S y SF SF _ �� - 6F �� _ SF_�� o o o 0 0 ,'- `T`�` _ SAF `SF _ SIS I� �I oo� -,�_�-v o000�� o�.0�0.000 0000-6000 00000000000 0 00000000000 0 0,0000000 00 00000000000oirioo ALO IvvG'A'PCI�'70005' CONCRETE o o F� 4- ¢-� o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 d o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 0 0 0 0 0 0 0 0 0 0 0 0 8 BIT. TRAIL (TYP7 V 3:1 SLOPE STABILIZATION? 0 0 0 0 0 0 0 0 0 0� I- �#� OND 18 - - - - - - - WETLAND EDGE TYP. o - o o 0 0 0 0 o ROSION CONTROL -�0 0 0 Vo o� ASINS TO INCLUDE !a SIDEWALK EE 77 ° ° ° ° ° ° °�° ° ° ° 7114SfALL HaVY'bU'TY �L� �'� ° ° SILT FENCE TYP. ° ° ( ) WETLAND BUFFER TYP. ��`�°' Jho 0 0 0 0 0 0 0 0 0 0 0 0 WL -991.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ( �0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v v v v v v v �w ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o INLET PROTECTION d" o� dT V FENCE AT NWL OF POND (SEE DETAIL BLANKET TYP. _0000 000000000WL=992.8 000000000000000000000000000 0000 �)� �0000000000000 00000 0 00000 000000000000000000 0�0 (TYP.) v ��0000000 0 -t��n,n0000PDD 1 1 I ~ '7 voo 00 00 0000000000000000000000000000000 0 0�0 00'7;0000000000000000000000 0 0000 o n �7����- �- -ter -+ + + + + + + + + + +++++++++ + + + + + + +E- + !! .� -�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . �. + + �� 0 �� 00�� �0�0000000�0������������������ OO �� 0007777077700007777007 0�0�� �� + + + + + + + + + + + + + + + + + --`- 77 �n 77 77 77 77 77 77 77 77 77 77 n n n 77 77 77 _ �7 �7 77 77 77 77 77 n 77 77 77 77 77 77 �7 �7 �7 77 77 77 77 77 77 C7 �+ fsr n- - - + _ t - -+ - +- Legend: Call 48 Hours before digging: • DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS x-980 - DENOTES PROPOSED CONTOURS 980- DENOTES PROPOSED INTERIM CONTOURS . Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Westwood www.vvestwoodps.com 11111- ►► DENOTES FUTURE STORM SEWER 0-- DD DENOTES I I DENOTES PROPOSED STORM SEWER I DENOTES III II DENOTES EXISTING TREE LINE N DENOTES EXISTING SPOT ELEVATION o I @ 1 5�1 @O CQ 10030 ����\ �� 00 EE 99 65• -1 1'2 / / R �- 14 of N I IE=978.5=-= --J L- --------- ------ ---------�------- _ `` -A% I' I I 9 43 G G. 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TRAIL (TYP7 V 3:1 SLOPE STABILIZATION? 0 0 0 0 0 0 0 0 0 0� I- �#� OND 18 - - - - - - - WETLAND EDGE TYP. o - o o 0 0 0 0 o ROSION CONTROL -�0 0 0 Vo o� ASINS TO INCLUDE !a SIDEWALK EE 77 ° ° ° ° ° ° °�° ° ° ° 7114SfALL HaVY'bU'TY �L� �'� ° ° SILT FENCE TYP. ° ° ( ) WETLAND BUFFER TYP. ��`�°' Jho 0 0 0 0 0 0 0 0 0 0 0 0 WL -991.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ( �0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v v v v v v v �w ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o INLET PROTECTION d" o� dT V FENCE AT NWL OF POND (SEE DETAIL BLANKET TYP. _0000 000000000WL=992.8 000000000000000000000000000 0000 �)� �0000000000000 00000 0 00000 000000000000000000 0�0 (TYP.) v ��0000000 0 -t��n,n0000PDD 1 1 I ~ '7 voo 00 00 0000000000000000000000000000000 0 0�0 00'7;0000000000000000000000 0 0000 o n �7����- �- -ter -+ + + + + + + + + + +++++++++ + + + + + + +E- + !! .� -�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . �. + + �� 0 �� 00�� �0�0000000�0������������������ OO �� 0007777077700007777007 0�0�� �� + + + + + + + + + + + + + + + + + --`- 77 �n 77 77 77 77 77 77 77 77 77 77 n n n 77 77 77 _ �7 �7 77 77 77 77 77 n 77 77 77 77 77 77 �7 �7 �7 77 77 77 77 77 77 C7 �+ fsr n- - - + _ t - -+ - +- Legend: Call 48 Hours before digging: • DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS x-980 - DENOTES PROPOSED CONTOURS 980- DENOTES PROPOSED INTERIM CONTOURS . Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Westwood www.vvestwoodps.com 11111- ►► DENOTES FUTURE STORM SEWER 0-- DD DENOTES EXISTING STORM SEWER I►► DENOTES PROPOSED STORM SEWER ►►► DENOTES PROPOSED DRAINTILE DENOTES EXISTING TREE LINE x 856.3 DENOTES EXISTING SPOT ELEVATION I hereby certify that this plan 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 Ryan K Bluhm Dam 03/10/15 License No. 41257 Revisionz 02/02/15 CITY COMMENTS 02/25/15 CITY/WATERSHED COMMENTS 03/03/15 CITY COMMENTS 03/10/15 CITY COMMENTS x 66.30 E.O.F. 0 DENOTES PROPOSED SPOT ELEVATION DENOTES BIO -ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW ELEVATION DENOTES TREE PRESERVATION FENCING 3:1 SLOPE STABILIZATION EROSION CONTROL BLANKET Designed: CLJ Checked: RNIB Drawn: HW Record Drawing by/date: Prepared for. Mattamy Homes 7201 Washington Avenue South, Suite 201 Edina, Minnesota 55439 811 or call811.com 1 0 !1 Common Ground Alliance 0' 50' 100' 150' NOT FOR CONSTRUCTION 0000557GDP03.dwg Date: 12/17/14 sheet: 11 of 28 Avonlea Lakeville, Minnesota Preliminary Grading, Drainage & Erosion Control Plan `\/ ®`2 15 Westw o Ido a si n Services, Inc. --� •_ _ _ � _ _ _ _ _ _ � - � - - � ool l 3: Ol'E__STABLLIZA ON ORM CATCH I L ILT FENC TYP.) BASINS LUDE EROSION CONTROL -- ` STMH BERM 1 \ 1004 (SEE TAI IN CTI - t ` BLANKET (TYP.) 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I hereby certify that this plan was prepared by me or under myRevisiorimepai'ed fOT: 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Designed, Q,J Prepared Eden Prairie, MN 55344 ENGINEBR under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS MattamyHomes 02/25/15 CITY/WATERSHED COMMENTS Checked: RMB PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: HW TOLLFREE 1-888-937-5150 Ryan K Bluhm Pidftta 7201 Washington Avenue South, Suite 201 Westwood www.westwoodpsLicense No. Date 03/10/15 LicenNo. 41257 ` ��`� Edina, Minnesota 55439 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance M 0I0 SOIL BORING DENOTES SILT FENCE �HDSF DENOTES HEAVY DUTY SILT FENCE _-980- DENOTES EXISTING CONTOURS X980- - DENOTES PROPOSED CONTOURS -�-980--- DENOTES PROPOSED INTERIM CONTOURS �►►� DENOTES FUTURE STORM SEWER 0->C>-0 DENOTES EXISTING STORM SEWER I AL \ FES W 1--=981./o Z Q E==9812 0 \ \ IE=978/3 +-IE=978.0 + _ �-� I I L I 1 G 990.3 T--- -_ -� I `� / + + + + \ �+ >c ��8y CBMH �2: / + < + + + I I I 991.0 I I G 991.0 I I G 990.7 I wo 8 RE=983.7 / / +�+ + + + + + 99 .1 990,1 3 1 W07 I 1 981.5 ___`` I Q + + + + + I I 98 .3 I WQ 982 II WO 982.0 II I --_ 8 _ I ' \ + + � + � � � + + + + + + L(�j -� ••1 LQ 981 i1 9 3 6.F CBOH -- I WO I I 5 1 I 981.6 g --J IE -976 .0 > III U 0.5 % + + + 29 8 982. ®O + RE=984.8 + + + + + ` �� --- I + + + + + + + /.� L.P. 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I hereby certify that this plan was prepared by me or under myRevisiorimepai'ed fOT: 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Designed, Q,J Prepared Eden Prairie, MN 55344 ENGINEBR under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS MattamyHomes 02/25/15 CITY/WATERSHED COMMENTS Checked: RMB PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: HW TOLLFREE 1-888-937-5150 Ryan K Bluhm Pidftta 7201 Washington Avenue South, Suite 201 Westwood www.westwoodpsLicense No. Date 03/10/15 LicenNo. 41257 ` ��`� Edina, Minnesota 55439 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance M L -CL i INSTRUCTION Avonlea Lakeville, Minnesota • 0' 50' 100' 150' 0000557GDP04.dwg Date: 12/17/14 Sheet: 12 OF 28 Preliminary Grading, Drainage & Erosion Control Plan DENOTES SOIL BORING DENOTES SILT FENCE �HDSF DENOTES HEAVY DUTY SILT FENCE _-980- DENOTES EXISTING CONTOURS X980- - DENOTES PROPOSED CONTOURS -�-980--- DENOTES PROPOSED INTERIM CONTOURS �►►� DENOTES FUTURE STORM SEWER 0->C>-0 DENOTES EXISTING STORM SEWER �►►­1111111 DENOTES PROPOSED STORM SEWER ►►► DENOTES PROPOSED DRAINTILE DENOTES EXISTING TREE LINE x 856.3 DENOTES EXISTING SPOT ELEVATION x 66.30 DENOTES PROPOSED SPOT ELEVATION DENOTES BIO -ROLL EROSION CHECKS / E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION �■■■■■■■■■■■� DENOTES TREE PRESERVATION FENCING 3:1 SLOPE STABILIZATION EROSION CONTROL BLANKET DENOTES WETLAND MITIGATION L -CL i INSTRUCTION Avonlea Lakeville, Minnesota • 0' 50' 100' 150' 0000557GDP04.dwg Date: 12/17/14 Sheet: 12 OF 28 Preliminary Grading, Drainage & Erosion Control Plan I / � � fi � t t � � - "- LL_V V V V V V V V �b` �.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..........°.'.'.'.'.'.'.'.'.'.'.'.'.'��= y / �. U � rt rt rt - i � ©2 Westwoo ions Servics In .r7 -1111, + + + + Si ��- mss, + �+ + ++ _ n I �• I ) I rn `coJ I I _co / ........+�00+ + .....'•'':'':''•':'...................+ + PR CTION (TYP.) 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I hereby certify that this plan was prepared by me or under my Revisions: Prepared for: Avonlea . 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Derma: CU Preliminary Grading' Eden Prairie, MN 55344 ENGINEER under the laws of the State of Minnesota. 02/02/15 CITY COMMENTS MattamyHomes02/25/15 CTY/WATERSHED COMMENTS CuedRMB Drainage & Erosion PHONE 952-937-5150 03/03/15 CITY COMMENTS FAX 952-937-5822 03/10/15 CITY COMMENTS Drawn: HW TOLLFREE 1-888-937-5150 Ryan M. Bluhm 7201 Washington Avenue South, Suite 201 Control Plan Westwood www.westwoodps.com Dates 03/10/15 License No. 41257`°rd °`"' ��� Edina, Minnesota 55439 Lakeville, Minnesota 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 EXHIBIT K 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 EXHIBIT L 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 x x 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 x x 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150