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H-1. Foxwood Preliminary Plat, Rezoning and Conditional Use PermitCITY OF 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1160 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 MEMORANDUM f -t -i TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: June 27, 2016 Okj, SUBJ: Foxwood — Preliminary Plat with Variances, Rezoning, Conditional Use Permit Planning Case #2016-13 PROPOSED MOTION "The Chanhassen City Council approves a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 lot, six outlots and public right-of-way preliminary plat with variance for the use of a private street and a 20 foot setback variance from the Bluff Creek Primary zone subject to the conditions of approval in the Planning Commission staff report and adopts the findings of fact. " City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot subdivision with variances for the use of a private street and setbacks from the designated Bluff Creek primary zone boundary. The Wetland Alteration Permit request was tabled to allow the applicant to complete the delineation to determine the exact wetland impact and mitigation requirements. PLANNING COMMISSION SUMMARY Public Works The Planning Commission held a public hearing on June 7, 2016 to review the proposed 7901 Park Place P P Phone: 952.227.1300 Foxwood development. The Planning Commission voted six for and none against a Fax: 952.227.1310 motion to recommend that City Council approve the development subject to the conditions of approval. Senior Center Phone: 952.2271125 The major area of discussion was the access to the Fox Woods Preserve open space Fax: 952.2271110 located to the west of the site. Neighbors and commissioners wanted to provide the Website most direct connection from Highway 101 to the preserve. Based partially on this www.ci.chanhassen.mn.us discussion, staff is recommending adding one additional condition of approval for Foxwood: The granting of a permanent 20 -foot -wide trail easement across the rear of lots 8 and 9 Block 1. Chanhassen is a Community for Life - Providing for Todayand Planning forTomorrow The Planning Commission also requested explanation of the future extension of the street system out to Powers Boulevard, which will occur with the development of the property to the south, the temporary lift station, which the development gravity sanitary sewer pipes will run to, and future permanent lift station, which will be required for the development of the property to the south and the ability to bank trees and install them in conjunction with the construction on the lots, rather than after the infrastructure improvements are installed. Planning Commission minutes for June 7, 2016 date are included in the consent agenda for the June 27, 2016, City Council packet. RECOMMENDATION Staff recommends approval of the Foxwood development subject to the revised conditions of approval. ATTACHMENTS Revised Planning Commission Staff Report Dated June 7, 2016. CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: June 7, 2016 —3 CC DATE: June 27, 2016 REVIEW DEADLINE: September 3, 2016 CASE #: 2016-13 BY: AF, RG, TH, ML, JM, TJ, JS "The Chanhassen Planning Commission recommends that City Council approve a Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 lot, six outlots and public right-of-way preliminary plat with variance for the use of a private street and a 20 foot setback variance from the Bluff Creek Primary zone subject to the conditions of approval, table the Wetland Alteration Permit and adopt the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Wetland Alteration Permit, ©V(„ Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning V from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 - lot subdivision with variances (Foxwood). LOCATION: 9150 and 9250 Great Plains Boulevard APPLICANT: Providence 55, LLC. 1000 Boone Ave. N., Suite 400 Golden Valley, MN 55427 (763)432-4500 billcoffman@cbburnet.com PRESENT ZONING: Rural Residential District (RR) 2020 LAND USE PLAN: Residential Low Density (1.2 — 4.0 units/net acre) ACREAGE: 43.55 acres DENSITY: 1.05 units per acre gross, 2.55 units per acre net LEVEL OF CITY DISCRETION IN DECISION-MAKING: Jim Wilson & Paul Paulson 9150 and 9250 Great Plains Blvd. Chanhassen, MN 55317 The City has a relatively high level of discretion in approving rezonings because the City is acting in its legislative or policy-making capacity. A rezoning must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 2 of 24 The city's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinances for variances. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The city has limited discretion in approving or denying Conditional Use Permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The city's discretion in approving or denying a Wetland Alteration Permit is limited to whether or not the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet PROPOSAL/SUMMARY The applicant is requesting a rezoning of the property from Agricultural Estate District, A-2, to Low and Medium Density Residential, RLM, to permit the subdivision of the property into 46 single-family lots, six outlots and public street right-of-way. The applicant is proposing to subdivide two parcels with a total of 43.55 acres into 43 building lots and six outlots. In conjunction with the plat, the applicant is requesting a variance to permit the use of a private street and to have a uniform 20 -foot setback from the designated Bluff Creek Primary zone boundary. This private street will provide access to the two homes currently on the property, one of which is not included in the subdivision. The area is the first area of the area southeast of Highway 212 in the 2010 Metropolitan Urban Services Area to come in for single- family residential development with urban services. The new, primary public road is a temporary cul-de-sac until development of the property to the south at which time, street connections will go out to Powers Boulevard. Water main and sanitary sewer would be extended to provide for future development. The applicant is also requesting a Conditional Use Permit for development within the Bluff Creek Overlay District. Prior to any development the city must review a conditional use permit for the project. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article IV, Conditional Uses Chapter 20, Article VI, Wetland Protection Chapter 20, Article XIV, Division 1, "RLM" Low and Medium Density Residential District Chapter 20, Article XXXI, Bluff Creek Overlay District Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 3 of 24 BACKGROUND The structure on the Wilson property was originally constructed in 1900. A wholesale nursery has operated on this property since The house on the southern property was built in 1986. SITE CONSTRAINTS Wetland Protection The City of Chanhassen Wetland Inventory indicates the presence of four wetlands on or immediately adjacent to the subject property. Kjolhaug Environmental Services Company performed a field review and delineation on October 2, 2015. At that time, 5 individual wetland basins were identified. Due to seasonal constraints, staff felt that the area between wetland 4 and wetland 3 should be revisited in the spring during the growing season. On May 10, 2016 the Technical Evaluation Panel (TEP) was convened and met on-site to review the area in question as well as three recently delineated basins on the Paulson property to the east. At this TEP it was determined that wetland 3 and wetland 4 were connected. The consultant is in the process of updating the delineation report so that it can be reviewed and approved or will need to be further modified. This connection means that the impact for the road will be larger than originally thought. As of today, May 27, 2016, there is no approved wetland delineation. In the absence of an approved boundary, the total impact area is indeterminate. As such, no wetland alteration permit may be considered for approval at this time. It is the City's practice to have wetlands and buffers placed into outlots to implement the no net loss goal. The city requires that all runoff is treated prior to discharge into a wetland. Treatment practices are being proposed for much of the drainage being directed to the wetlands. The only exception are the backyards of Block 2. This area will have a wide buffer to provide treatment and only consists of 3 backyards. For this reason, the runoff should not have a deleterious impact on the wetland water quality. The wetlands on the property are classified as either management classification 1; wetlands 1p, 2p and 3p as well as wetland 1 and wetland 2; or management classification 2. Manage 1 wetlands require a minimum buffer width of 25 feet and manage 2 wetlands require a minimum buffer width of 20 feet. Both require a 30 -foot setback from the buffer edge to the primary structure. The primary zone should be, at a minimum, incidental with the wetland buffer edge for those areas tributary to Bluff Creek. These buffers must be managed with native vegetation. If they are not disturbed, the existing vegetation will be adequate. Any buffer that is disturbed must have a planting schedule and vegetation management plan. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 4 of 24 Any impacts on the site will be subject to the following conditions. 1. The applicant must demonstrate that they have met the sequencing requirements of Minnesota Rules Chapter 8420.0520. They must first seek avoidance of wetland impacts. If this is not possible then they must mitigate the impacts to the greatest practicable extent. 2. The applicant must provide the updated wetland boundary, supporting documentation and a georeferenced shapefile for approval by the LGU. 3. The applicant must get approvals from all other agencies with jurisdiction over wetlands on the site. This may include, although not be limited too, the United States Army Corps of Engineers and the Minnesota Department of Natural Resources. 4. The applicant must identify a suitable replacement plan for any unavoidable impacts and submit to the City and other appropriate agencies for approval. 5. Signage will be required at every lot corner and angle point along the private lots adjacent to the wetlands not bound by the BCOD. The city has wetland buffer signs available and the signs shall be at the developer's expense. Bluff Protection There are no bluffs on the property. There are some areas of steeper slopes. Care should be taken when grading in or near these areas. Shoreland Management The property lies beyond the shoreland overlay district for Lake Riley. As such it will not be subject to shoreland requirements for land development. Floodplain Overlay This property does not lie with a floodplain. BLUFF CREEK OVERLAY DISTRICT A significant portion of the site lies within the Bluff Creek Overlay District (BCOD). This is intended to protect the characteristics of Bluff Creek from development pressures. The requirements of the Bluff Creek Overlay District are stated in Article XXXI of Chapter 20 of City Code. City staff and the consulting engineer for the applicant have worked together to identify the limits of the Bluff Creek Overlay District. At a minimum the BCOD should include the wetlands and wetland buffer area around wetlands 1 and 2. Any disturbance within the BCOD must be re-established with native vegetation and have a planting schedule and vegetation management plan. The following conditions apply to the Bluff Creek Overlay District. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 5 of 24 1. Infiltration basin 111 located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. The designer shall work with City staff to meet this end. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundary of Outlot A. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. REZONING The existing zoning of the property, Agricultural Estate District, is not consistent with the land use designation of the property, Residential Low Density. The comprehensive plan allows less intensive land uses to remain in place. However, any approval by the city for development of the property must be consistent with the comprehensive plan. The following zoning districts would be consistent with a Residential Low Density land use: Single -Family Residential, RSF, Mixed Low Density Residential, R-4, Low and Medium Density Residential, RLM, and Planned Unit Development — Residential, PUD -R. Staff and the applicant initially looked at proceeding under the typical RSF zoning regulations. However, the topography of the site and the natural features including woods and wetlands made it difficult and inefficient to meet all the standards. Similarly, the R-4 District had the same limitations and constraints as the RSF District. The use of a PUD -R zoning did not seem appropriate due to the fact we were not proposing flexible standards to accommodate unique housing styles or affordable housing. Furthermore, the applicant and city were interested in finding opportunities for the preservation of many natural features on the property. The RLM district is the most appropriate zoning district to rezone this property since the developer is preserving significant upland areas as well as wetlands within the outlots for common open space. The RLM district permits single-family homes, as well as twin homes, townhouses and attached housing. This RLM subdivision will be limited to single-family homes. The RLM district requires that large areas of upland are preserved or created as permanent open space to balance the higher hard surface coverage permitted on the individual lots. Staff is recommending the rezoning to RLM be approved. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 6 of 24 CONDITIONAL USE PERMIT The City of Chanhassen established the Bluff Creek Overlay District, BCO, by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. A conditional use permit shall be issued by the city for all subdivisions, site plans, and prior the erection or alteration of any building or land within the BCO. Outlets A and C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. However, since the city is designating the Primary Corridor Boundary as incidental to outlot A, which is more convenience then actual boundary, we recommend a blanket 20 -foot setback, requiring a 20 -foot variance. The developer may dedicate Outlot A and C to the city. 1. Infiltration basin IB 1 located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlets A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 7 of 24 The applicant is proposing a 43 lot single-family detached housing subdivision served via public streets. EASEMENTS Existing Conditions Survey The survey shows a 16.5 -foot -wide telephone easement through the center of the site. This easement must be vacated before the City Council considers final plat approval. 13 LITRURWI The applicant proposes to mass grade the site. The site contains three wetlands- Wetlands Ip, 2p, and Wetland 2- where the wetlands are higher than the adjacent homes. Wetland 3p is part of the Wetland 1p/2p complex and is approximately the same elevation of one of the proposed adjacent homes. The existing drainage area to the Wetlands Ip, 2p and 3p is relatively small. Based on staff experience a portion of the hydrology to this wetland complex may be via groundwater. Section 18-40 (4) d. 2. i. requires a three-foot separation between the water elevation and the adjacent low floor elevation. The building pad for Lot 4, Block I is 50' from Wetland 3p and the low floor elevation is approximately 7 feet below the wetland elevation. Similarly, Lot 18, Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 8 of 24 Block 1 is approximately 60' from Wetland 2, and the lowest floor elevation is 5.5' lower than the wetland. Soil borings were not taken in the area of the Wetland 1p/2p/3p complex or Wetland 2 therefore staff recommends that the developer install shallow monitoring wells or piezometers. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. This information will be considered in determining the appropriate elevations of the adjacent homes and/or infrastructure necessary to meet City Code. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff's experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. There are several locations throughout the site where the driveway grades exceed 9%. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. The recommended grade at these locations is 3%. On the grading plan label the existing contours. DRAINAGE Under existing conditions, the site is divided into three major drainage areas. The northern approximately 17 acres of upland and about 8.5 acres of wetland drains to the large DNR Public Water Wetland located north and west on this and adjoining properties. This wetland ultimately drains to Bluff Creek which is listed as impaired for turbidity and fish indices of biologic integrity. A Total Maximum Daily Load (TMDL) implementation plan was finished in 2013. This study revealed that low base flows and flashiness after larger rain events are the largest contributors to the impairments. This makes achieving volume reduction more imperative than it might otherwise be. The middle 12 or so acres of upland drains to wetland 3 in the southeast of the property. This heavily wooded portion drains to the east and ultimately to Lake Riley. The remaining portion either drains directly to the right-of-way for T.H. 101 or to the most southerly wetland, wetland 4. In either case Lake Riley is the receiving water body and at 0.3 miles is well within the 1 -mile radius pertinent to the NPDES permit. Lake Riley is impaired for nutrients. Riley Creek, downstream of Lake Riley is also on the 303D list as having a turbidity impairment. This is just over 1 mile from the site but the site is within the contributing Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 9 of 24 watershed and the development of this site should be considered in regard to the forthcoming waste load allocation that will be given to the city. The Stormwater Management Hydrologic and Hydraulic Study (H&H Study), dated May 61h 2016 was reviewed. There are several assumptions and practices employed in this model that staff does not feel are accurate or meet the intent of code. The first is the assumption that the entire site has soils that fall into the hydrologic class of a "D" soil despite the USGS Web Soil Survey indicating that the majority of the soils on the site are in the `B" hydrologic group. The H&H Study assumes that the soils will have the same hydrologic properties after full build out. This is contrary to known construction practices and resulting increases in bulk density. The typical methodology of site preparation involves extensive clearing and grading with large proportions of the development experiencing cuts or fills. High soil densities are desired as this minimizes settling which can lead to cracking of foundations and paved surfaces. However, the compaction is typically not confined to these areas as the entire site is prepared en mass. There have been several studies, such as the 2001 study conducted by Ocean County Soil Conservation District, that show that the accepted NRCS Technical Release 55, (TR -55) Urban Hydrology for Small Watersheds curve numbers underestimate infiltration rates in wooded areas and overestimated infiltration rates in disturbed soils with high bulk densities. When bulk densities increase above 1.65 g/cm3, infiltration rates slow and approach zero. The MN Stormwater Manual references two studies indicating that bulk densities on mass graded sites increase 0.34 to 0.35 g/cm3 over undisturbed conditions. The MN Stormwater Manual also indicates that "urban fill soils" have a bulk density between 1.5 g/cm3 and 1.9 g/cm3. For all these reasons staff feels it is not accurate to assume that post construction soils will have the same hydraulic characteristics as the current undisturbed soils as the H&H Study does. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. In reviewing the model, staff noted several instances where the time of concentration increased post development. Given the installation of pavement, curb and gutter and storm sewer pipe with the specific purpose of quickly collecting stormwater and conveying it to a receiving body, this is counter to what would be expected. In some cases, such as drainage area D -W4 the vegetative cover remains unchanged but the distance the runoff needs to travel decreased yet the time of concentration increased from 1.7 minutes to 10 minutes. Drainage area D -W3 goes from an 11 acres wooded tract of land that spans the entire site from west to east to a 4 -acre area that includes 8 additional backyards and approximately '/4 the travel distance for runoff. However, the time of concentration increased from 6.2 minutes to 10 minutes. The model must be modified to accurately reflect times of concentration for each drainage area. As noted earlier, the soil survey for this area indicates that the area is predominately `B" soils. Exceptions include the depressional areas where wetlands are located. However, the model assumes "D" soils throughout yet indicates that they will get 0.45"/hour at infiltration basin 41 Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 10 of 24 and 0.20"/hour at infiltration basin #2. These rates are consistent with `B" and "C" soils respectively. There is a distinct incongruence between these assumptions. It has been staffs experience that geotechnical borings lack the temporal and spatial resolution necessary to ignore soil survey data. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. City code requires that rates are not increased at any point where runoff leaves the site. By definition, entering a water of the state, is considered leaving the site. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. The aforementioned time of concentrations shall also be modified accordingly in determining rates. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the city for review. The SWPPP is a required submittal element for preliminary plat review. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub -contractors are identified and as other conditions change. Changes to the erosion prevention and sediment control plan that should be made prior to final plat are as follows: 1. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 2. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 3. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 4. The grading and erosion plan shall include stockpile locations. 5. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (611) on all disturbed areas to be re -vegetated. 6. A detailed planting schedule and plan shall be included for each infiltration basin. 7. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 11 of 24 8. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. RETAINING WALLS The plans identify 10 retaining walls that are proposed to be constructed with the project. Location Maximo in Height Length Comments Lot 1, Block 1 3' 52' Lot 2, Block 1 3' 70' Lot 6, Block 1 Side yard 3' 85' Lot 6, Block 1 Back and 8' 107' Lot 17, Block 1 5' 90' Lot 5, Block 2 6' 50' Lot 2, Block 4 8' 100' Must be moved out of the drainage and utility easement. Lot 7, Block 5 4' 40' Lot 10, Block 5 6' 60' Lot 11, Block 5 4' 55' STREETS The development will construct a minor collector road, Road A from TH 101 to the project limits. This street will ultimately extend to Powers Boulevard when the property to the south develops. A temporary cul-de-sac will be installed at the end of Road A. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de-sac. The developer shall dedicate an easement over the temporary cul-de-sac; the easement exhibit shall be submitted with the final plat application. The streets shown in the preliminary plat are 31' wide within a 60 -foot wide right of way; cul-de-sacs are shown at 90' diameter within a 120' right of way. The developer will install a private street to the two existing homes at 9250 Great Plains Blvd (Lot 5, Block 5) and 9350 Great Plains Blvd. The private street will extend from Road A within Outlot B and must be built to a 7 -ton design. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. Based on the road profiles submitted the developer should ensure that the ramps at the intersections of Road A/D and Road D/E will meet ADA requirements; issues have been encountered in other developments where it is difficult to construct ADA -compliant curb ramps when the street grade at an intersection exceeds the maximum grade allowed by ADA. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 12 of 24 SANITARY SEWER AND WATERMAIN The well on the property must be properly abandoned. This site lies within the service area of a future, permanent lift station that will be located on Powers Boulevard between Highway 212 and Pioneer Trail as shown on the map below. The City will not reimburse for the cost of the temporary lift station and force main that will service Foxwood as the developer has elected to proceed with developing the site prior to installation of the City's trunk lift station and force main. Future force main Subject property • Future permanent lift station The cost of the trunk lift station and force main will be assessed to the properties that will be serviced by the system. Staff is mapping the service area to determine net benefitting area. At a future council meeting a feasibility report will be presented and will recommend an area sewer fee for these utilities. The Foxwood development would be subject to this fee, which would be paid with the final plat. The temporary lift station will be installed at the southern end of Road A and must be located outside of the temporary cul-de-sac. The temporary force main will connect to the existing gravity sanitary sewer on the south side of Lyman Boulevard at Crossroads Boulevard. These temporary utilities will remain until the property to the south develops and extends gravity sanitary sewer to the site. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 13 of 24 The developer proposes to extend eight -inch C-900 water main from the 12" trunk main within TH 101. The water main will be stubbed at the temporary cul-de-sac and will be looped to 16" trunk main within Powers Boulevard when the property to the south develops. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. STORM WATER MANAGEMENT Article VII, Chapter 19 of city code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lot of record being created. It is calculated as shown in the table below: ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. LANDSCAPING AND TREE PRESERVATION The applicant for the Foxwood development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 29.648 ac. Baseline canopy coverage 58% or 17.38 ac. Minimum canopy coverage required 35% or 10.37 ac. Proposed tree preservation 27% or 7.86 ac. The developer does not meet minimum canopy coverage for the site; therefore, the applicant must bring the canopy coverage on site up to the 35% minimum. The difference between the Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 14 of 24 required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum canopy coverage to be replaced 2.5 ac Total number of trees to be planted 120 trees The applicant has proposed a total of 124 trees throughout the development, which satisfies the reforestation requirements. The applicant is required to provide bufferyard plantings along Great Plains Blvd. Bufferyard requirements are as shown in the table: Landscaping Item Required Proposed Bufferyard B — South 2 overstory trees 2 overstory trees property line, Lake Lucy 3 understory trees 8 understory trees Rd., 178', 30' width 5 shrubs 5 shrubs The applicant meets bufferyard landscaping requirements and has also provided a bufferyard planting area along the stormwater pond to the north of the entrance. MISCELLANEOUS Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Engineered design and building permits are required for retaining walls exceeding four feet in height. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. Each lot must be provided with a separate sewer and water service. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. If applicable, existing home(s) affected by the new street will require address changes. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. A three-foot clear space must be provided around the fire hydrants. No burning permits will be issued for tree, brush removal. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. Prior to combustible construction fire hydrants shall be made serviceable. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Additional fire hydrants will be required. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 15 of 24 PARKS AND OPEN SPACE The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive -oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Park Plan The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The park service area of community parks extends to a distance of 1-2 miles. The proposed Wilson Tree Farm Subdivision is located directly adjacent to the 58 -acre Fox Woods Park Preserve and directly across Highway 101 from the 45 -acre Bandimere Community Park. Bandimere Community Park offers a wide and growing array of recreational amenities and has been open to the public since 1999. Development of public access points to the Fox Woods Park Preserve, through a combination of vehicle and pedestrian touch points as well as the installation of a series of nature trails within the preserve, will begin concurrent with the development of the Wilson Nursery property. Additional acquisition of public open space through the application of park dedication requirements is not recommended as a condition of the subdivision. Trail Plan Residents purchasing homes within the new Wilson Tree Farm subdivision will have convenient pedestrian access to area public facilities through careful planning and construction of some key pedestrian improvements: ➢ Planning and construction of interior sidewalks within the subdivision. park Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 16 of 24 ➢ Planning and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. ➢ Planning and construction of a Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. ➢ Dedication of an outlot adjacent to Lot 32 and across the southern portion of Lot 46 to accommodate future construction of a trail. ➢ The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. The Developer shall be responsible for the installation and payment of the two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 17 of 24 PERMITS At this time staff has determined that the developer must contact the following agencies for permits: a) Minnesota Department of Health for the water main. b) Minnesota Pollution Control Agency for the sanitary sewer system. c) Minnesota Pollution Control Agency for the NPDES storm water permit. d) Minnesota Department of Transportation for a Work in Right of Way permit for the force main installation. e) Minnesota Department of Transportation for a drainage permit. f) City of Chanhassen for building permits. FEES Based on the proposal the following fees would be collected with the development contract: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder. b) Surface water management fee: $218,662.84 c) A portion of the water hook-up charge: $2,065/unit d) A portion of the sanitary sewer hook-up charge: $691/unit e) Park dedication fee: $253,000 f) GIS fees: $25 for the plat plus $10 per parcel g) Street light operating fee for one year: $300 per light h) Area sewer fee for future trunk lift station and force main: Amount to be determined. COMPLIANCE TABLE Lot Area Lot Lot 35 %Maximum (sq. ft.) Width Depth Site Coverage Notes (sq. ft.) Code (RLM) 9,000 50 110 3,150 Single -Family Detached Housing BIk 1,Lot 1 12,600 90 140 4,410 Wetland Lot 2 15,147 100 130 5,301 Corner lot Cul-de-sac, show 10' side Lot 3 16,091 85 130 5,632 setbacks, Wetland Lot 4 14,525 85 123 5,084 Cul-de-sac, wetland, show Planning Commission Foxwood - Planning Case 2016-13 June 7, 2016 Page 18 of 24 Lot Area (sq. ft.) Lot Width Lot Depth 35 %Maximum Site Coverage (sq. ft.) Notes 30' front Lot 5 15,123 85 118 5,293 Cul-de-sac, wetland, show 30' front Lot 6 14,718 85 118 5,151 Cul-de-sac, wetland, show 30' front Lot 7 17,581 103 146 6,153 Corner lot, wetland, show 30' front Lot 8 11,739 90 121 4,109 Wetland Lot 9 12,799 90 126 4,480 Wetland Lot 10 14,240 90 130 4,984 Wetland, show 10' side setbacks Lot 11 15,306 90 132 5,357 Lot 12 11,688 92 123 4,091 Lot 13 14,974 103 127 5,241 Corner lot Lot 14 12,133 120 127 4,247 Lot 15 11,980 102 196 4,193 Lot 16 18,390 72 139 6,437 Cul-de-sac, show 30' front setback Lot 17 17,136 82 218 5,998 Cul-de-sac, Wetland, show 40' front setback shown Lot 18 15,244 106 202 5,335 Cul-de-sac, Wetland Blk 2, Lot 1 12,599 110 124 4,410 Corner lot, Wetland Lot 2 11,652 91 133 4,078 Wetland, show 10' side setbacks Blk 3, Lot 1 13,500 90 150 4,725 Lot 2 15,253 128 121 5,339 Show 10' side setbacks Lot 3 17,814 106 139 6,235 Corner lot Lot 4 11,430 90 127 4,001 Lot 5 12,958 116 127 4,535 Lot 6 13,843 116 145 4,845 Lot 7 16,669 88 150 5,834 Shows 30' front setback Lot 8 19,487 86 143 6,820 Cul-de-sac, Wetland Lot 9 17,911 91 158 6,269 Cul-de-sac, Wetland Blk 4, Lot 1 13,255 135 133 4,639 Wetland Lot 2 12,340 125 130 4,319 Wetland Blk 5, Lot 1 14,995 107 145 5,248 Wetland, Adjacent to private street Lot 2 11,200 81 132 3,920 Wetland Lot 12,105 108 132 4,237 Wetland Lot 4 14,557 158 130 5,095 Wetland Lot 5 # 120,342 216 507 42,120 Wetland, Paulsen residence Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 19 of 24 # Remnant of the lot surrounding the existing home to remain. * Lots range from 11,200 square feet to 21,204 square feet. RLM Setbacks: Front: 25 feet, Side: 10/5 feet - House/Garage side (minimum 15 feet separations between structures), Rear: 25 feet. Wetland Setback: Buffer 20 feet, buffer setback 30 feet. Bluff Creek Primary Zone Setback: 20 feet subject to approval of a 20 -foot variance. VARIANCE The applicant's variance request is for the use of a private street. This access will be for the two existing homes on the site. It will eliminate a shared driveway access on to Highway 101 and allow them to access via the new, local public street, which will be a safer access. The new street will line up with the access to Bandimere Park, creating a fun intersection. Staff believes this is a reasonable resolution for the access to the two existing homes that will remain. Outlots A and C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. However, since the city is designating the Primary Corridor Boundary as incidental to outlot A and C, which is more convenience then actual boundary, we recommend a blanket 20 -foot setback, requiring a 20 -foot variance. Lot Area (sq. ft.) Lot Width Lot Depth 35 %Maximum Site Coverage (sq. ft. Notes Lot 6 13,634 100 130 4,772 Wetland Lot 7 12,096 85 136 4,091 Lot 8 13,598 82 153 4,759 Lot 9 15,699 82 179 5,495 Lot 10 15,214 100 204 5,325 Lot 11 16,829 82 204 5,890 Lot 12 13,683 90 151 4,789 Wetland Blk 6, Lot 1 21,204 122 177 7,421 Corner lot90 Lot 2 16,551 90 182 5,793 Lot 3 17,317 113 186 6,061 Adjacent to private street Outlot A 531,348 12.2 ac., Open Space/Wetland, Bluff Creek Primary Zone Outlot B 5,531 0.13 ac., Private Street Outlot C 58,500 1.34 ac., Open Space/Wetland Outlot D 243,114 5.58 ac., en Space /Wetland Outlot E 68,876 1.58 ac., Open Space/Wetland Outlot F 6,602 0.15 ac., Open Space/Wetland ROW 203,861 4.68 acres Average Lot Size * 15,321 Excludes Lot 5, Block 5 Total 1,896,980 43.55 Acres # Remnant of the lot surrounding the existing home to remain. * Lots range from 11,200 square feet to 21,204 square feet. RLM Setbacks: Front: 25 feet, Side: 10/5 feet - House/Garage side (minimum 15 feet separations between structures), Rear: 25 feet. Wetland Setback: Buffer 20 feet, buffer setback 30 feet. Bluff Creek Primary Zone Setback: 20 feet subject to approval of a 20 -foot variance. VARIANCE The applicant's variance request is for the use of a private street. This access will be for the two existing homes on the site. It will eliminate a shared driveway access on to Highway 101 and allow them to access via the new, local public street, which will be a safer access. The new street will line up with the access to Bandimere Park, creating a fun intersection. Staff believes this is a reasonable resolution for the access to the two existing homes that will remain. Outlots A and C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. However, since the city is designating the Primary Corridor Boundary as incidental to outlot A and C, which is more convenience then actual boundary, we recommend a blanket 20 -foot setback, requiring a 20 -foot variance. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 20 of 24 WETLAND ALTERATION PERMIT Staff cannot recommend approval of the Wetland Alteration Permit at this time. There is insufficient information to determine the extent of wetland impact let alone to determine if the required sequencing argument is met. At the time that sufficient information is submitted to make a determination the following conditions will apply: 1. The applicant must demonstrate that they have met the sequencing requirements of Minnesota Rules Chapter 8420.0520. 2. The applicant must provide the updated wetland boundary, supporting documentation and a georeferenced shapefile for approval by the LGU. 3. The applicant must get approvals from all other agencies with jurisdiction over wetlands on the site. 4. The applicant must identify a suitable replacement plan for any unavoidable impacts and submit to the City and other appropriate agencies for approval. RECOMMENDATION Staff recommends that the Planning Commission approve the Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot preliminary plat with variances for a private street and a 20 foot Primary Corridor Boundary setback, plans prepared by Alliant Engineering, Inc. dated 5-6-16, subject to the following conditions, table the Wetland Alteration Permit and adoption of the attached Findings of Fact and Recommendation: Rezoning: 1. Contingent on final plat approval. Subdivision: Buildin : 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. Engineered design and building permits are required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 21 of 24 6. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 7. If applicable, existing home(s) affected by the new street will require address changes. 8. Provide a 1:200 "clean" plat drawing. En 'nig eering: 1. The 16.5' wide telephone easement must be vacated before the City Council considers final plat approval. 2. The well on the property must be properly abandoned. 3. Label the contours on Sheet 2 of the Existing Conditions Survey. 4. The grading plan must be revised to eliminate the 3H:1 V slope within the temporary cul-de- sac. 5. The developer shall dedicate an easement over the temporary cul-de-sac•, the easement exhibit shall be submitted with the final plat application. 6. The private street within Outlot B and must be built to a 7 -ton design. 7. Pedestrian curb ramps from the sidewalks to the street are required must be ADA -compliant. 8. The developer will install shallow monitoring wells or piezometers in the area of Lots 1-4, Block 5 and Lot 18, Block 1. Water elevations shall be monitored for a minimum of four weeks during a time when seasonally high water table would be expected. 9. An oversized drainage and utility easement is required at the back of Lot 1, Block 6 as this area conveys drainage from the adjacent parcel. Staff recommends that the 916' contour extend into the drainageway to create a swale versus the sheet drainage pattern that is currently shown; it has been staff's experience that landscaping/hardscaping/etc. on the downstream parcel tends to impede sheet drainage. 10. Per Section 18-40 (4) d. 2. v. a drain tile service is required for Lots 1-4 Block 5, Lot 6 Block 5; and Lots 1-3 Block 6 as these lots are proposed to drain from the back of the lot towards the street. 11. The developer's engineer shall ensure that the maximum driveway grades shown on the plan are calculated such that a 10' landing is provided where the driveway connects to the street and a five to 10 -foot landing is provided at the garage. 12. On the grading plan label the existing contours. 13. The retaining wall on Lot 2, Block 4 must be outside of the drainage and utility easement. 14. The temporary lift station must be located outside of the temporary cul-de-sac. 15. The developer must work with staff to ensure that the invert elevation is at or higher than the invert elevation established during the concept planning of the undeveloped parcel to the south. 16. On Sheet 18 modify Note 2 to state that 10' horizontal separation is required between water and sewer lines and modify Note 11 to state that sanitary sewer services shall be 6" diameter. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 22 of 24 Environmental Resources: 1. Prior to any grading, the applicant shall install tree preservation fencing using metal stakes. The fencing shall be placed fencing at the grading limits. Tree #2524 shall be included in the fencing area rather than fenced separately. These protections shall remain in effect until construction is completed. 2. Signage identifying outlot natural areas will be posted at property corners on lots 1, 3-6, 8-9, 17, 18, block 1 and lots 1, 2, block 2 and lots 8, 9, block 3 and lot 1-2, block 4. Fire: 1. A 3 -foot clear space shall be maintained around fire hydrants. 2. Submit propose street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Marshal must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. No burning permits will be issued for treeibrush removal. 6. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 7. Additional fire hydrants will be required or relocated. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; and 2. Dedication of an outlot adjacent to Lot 12, Block 5 and across the southern portion of Lot 5, Block 5 to accommodate future construction of a trail. 3. Planning, engineering and construction of two planned 10 -foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 4. Planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat adjacent to and along Highway 101. 5. Trail right of ways within the subdivision shall be provided within outlots as a condition of the plat. Acquisition of trail easements outside of the plat shall be the responsibility of the City of Chanhassen. 6. The Developer shall be responsible for the installation and payment of the two planned 10 - foot wide trail connections leading from two cul-de-sacs into the Fox Woods Preserve. 7. For those sections of the Hwy 101 trail situated north and south of their property boundaries, the Developer shall be reimbursed by the City of Chanhassen for the full cost of planning, engineering and construction of a planned 10 -foot wide Highway 101 trail connection Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 23 of 24 between the current trail terminus at the Bandimere Park Pedestrian Underpass and the northern terminus of the plat along Highway 101. 8. For that section of the Highway 101 trail located within or adjacent to the Developer's project boundary, the applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, retaining walls and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation for the trail surface and design, and engineering and testing services for all components of the Developers section, are not reimbursable expenses. 9. All trails shall be 10 feet in width, surfaced with asphalt and constructed to meet city specifications. 10. The granting of a permanent 20 foot wide trail easement across the rear of lots 8 and 9, Block 3. Water Resources Coordinator: 1. The model shall be modified to reflect the fact that current soil conditions and vegetative cover will have a lower bulk density and a higher infiltration rate than fully developed conditions. 2. The model must be modified to accurately reflect times of concentration for each drainage area. 3. In the absence of measured infiltration rates, the site should be modeled with conditions similar to what is anticipated given the soil survey and the proposed construction methodologies. 4. The wetlands cannot be used to meet rate control. Rate control must be achieved prior to discharge to any of the wetlands, MN DOT right-of-way or adjoining properties. 5. The infiltration basin areas shall be protected from construction traffic and other construction related activities throughout the duration of the project. This shall be noted on the grading plan, in the SWPPP and shown with pre -construction silt fence location. 6. The infiltration areas shall be graded last. The tributary area shall be graded and stabilized prior to excavation of the infiltration basins. 7. The mass grade phasing schedule shall include stripping and stockpiling of top soil material. 8. The grading and erosion plan shall include stockpile locations. 9. The SWPPP and erosion plan shall include topsoil quantities necessary to place six inches (6") on all disturbed areas to be re -vegetated. 10. A detailed planting schedule and plan shall be included for each infiltration basin. 11. Redundant perimeter controls are required for all disturbs soils draining to wetlands. This may be silt fence, biologs, wind -rows of salvaged and stockpiled topsoil or other as approved by the city. 12. The developer shall be responsible for procuring the NPDES construction permit and providing proof to the city prior to any land disturbing activities. 13. The developer must meet the requirements of MN Rules Chapter 8420 and the Federal Clean Water Act. Planning Commission Foxwood — Planning Case 2016-13 June 7, 2016 Page 24 of 24 14. The development shall meet the CUP conditions for the Bluff Creek Overlay District. 15. Signage will be required at every lot corner and angle point along the private lots adjacent to the wetlands not bound by the BCOD. These must be installed prior to selling the lot. 16. Any grading within wetland buffers must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 17. The Storm Water Utility Connection Charge due at final plat is estimated to be $218,662.84 Conditional Use Permit: 1. Infiltration basin IBI located north of Lots 10, 11, 16 and 17 of block 1 shall be evaluated for methods to reduce tree loss. 2. The Bluff Creek Overlay District Boundaries shall be shown to be incidental with the boundaries of Outlots A and C. 3. Any grading within the Bluff Creek Overlay District must be restored with native vegetation. A planting schedule and vegetation maintenance plan of at least 3 years shall be provided to the city for review and approval. 4. Signage will be required at every lot corner and angle point along the private lots adjacent to the BCOD. The sign language shall be provided by the city and the signs shall be at the developer's expense. These signs shall be placed by the developer prior to selling any of the lots. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Property Survey Sheets 1 & 2 4. Preliminary Plat Sheets 4-6 5. Site Plan Sheet 7 6. Grading and Drainage Plan Sheet 10 7. Grading Profiles Sheet 13 8. Erosion and Sediment Control Plan Sheet 14 9. Erosion and Sediment Control Notes and Details Sheet 17 10. Utility Plan Sheet 18 11. Wetland Management Plan Sheet 22 12. Tree Canopy Coverage Plan Sheets 23 & 24 13. Tree Inventory and Preservation Plan Sheets 27-29 14. Memo from Scott Barr Engineering to Bob Generous 15. Memo from Michael Corbett, Minnesota Department of Transportation to Bob Generous 16. Public Hearing Notice and Affidavit of Mailing List g:\plan\2016 planning cases\2016-13 - foxwood cup, rezoning & subdivision\staff report foxwood.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Providence 55, LLC. and Jim Wilson & Paul Paulson for Rezoning, Conditional Use Permit, Preliminary Plat with Variances and Wetland Alteration Permit. On June 7, 2016, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Providence 55, LLC. and Jim Wilson & Paul Paulson for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 46 -lot subdivision with variances for a private street and a 20 foot Bluff Creek Primary zone setback. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Rural Residential District (RR). 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is: The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan since the zoning is consistent with the land use designation of the property, utilizes available infrastructure and provides housing opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are single-family detached houses. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to approval of the Bluff Creek Primary Zone setback variance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity since adequate infrastructure is available to the site. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and 2 g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. The proposed variance provides a uniform Primary Zone Setback since the city is designating the Primary Corridor Boundary as incidental to outlots A and C, which is more convenience then actual boundary. b. There are practical difficulties in complying with the zoning ordinance, which include the fact that the city is designating the Primary Corridor Boundary as incidental to outlots A and C. 'Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Development of the site for single-family homes is a reasonable use of the parcel. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. c. That the purpose of the variation is not based upon economic considerations alone, but permits the efficient and logical development of the site. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner since the city is designating the Primary Corridor Boundary as incidental to outlots A and C. e. The variance, if granted, will not alter the essential character of the locality, but would permit the development of homes similar to those in the development to the east. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter, which is not applicable to this development. 7. Variance findings within a subdivision: a. The hardship is not a mere inconvenience by providing reasonable access to two properties, eliminating an access to Highway 101 while reducing potential impacts to the natural features on the site; b. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land including wetlands, Bluff Creek and significant areas of poor soils; c. The condition or conditions upon which the request is based are unique and not generally applicable to other property because of the previously stated conditions of the property; d. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan since it will reduce direct access to Highway 101 and reduce potential impacts on the site. 8. When approving a conditional use permit the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The developer shall preserve and protect the Bluff Creek primary zone. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. The developer shall preserve and protect the Bluff Creek primary zone. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The development will reduce one, direct access onto Highway 101. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space and dedicate such land to the city. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, M rodents, or trash. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. As noted, the development will eliminate one, dorect access on to Highway 101. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. The proposed development will be aesthetically compatible with the area. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. k. The proposed development will not depreciate surrounding property values. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space, potentially improving property values. 1. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, VI, XIV Division 1, and XXXI of the Chanhassen City Code. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space as required by city code. 9. The planning report #2011-13 dated June 7, 2016, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), and a 43 -lot preliminary plat with variances for a private street and a 20 foot Primary Corridor Boundary setback, plans prepared by Alliant Engineering, Inc. dated 5-6-16, subject to the conditions of the staff report, and table the Wetland Alteration Permit. ADOPTED by the Chanhassen Planning Commission this 7th day of June, 2016. CHANHASSEN PLANNING COMMISSION Its Chairman COMMUNITY DEVELOPMENT DEPARTMENT Planning Division -7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 CITY OF CHANHASSEN ++ APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: �� f L 1 �fy PC Date: j ,t 211 Ll" cc Date: Irl? 1` Jf, )1,el)-Day Review Date: tiq (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment.. ............... ....... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ['Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ["All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ Create 3 lots or less ........................................ ❑ In conjunction with Single -Family Residence -$325 (] Create over 3 lots.......................$600 + $15 per lot ❑ All Others......................................................... $425 ❑v Rezoning (REZ) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ✓❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative .................................................. $100 ❑ Commercial/Industrial Districts` ......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) *Include number of existing employees: 'Include number of new employees: ❑ Residential Districts.........................................$500 Plus $5 per dwelling unit (_ units) ❑✓ Subdivision (SUB) NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 15 addresses) ©" Escrow for Recording Documents (check all that apply) ..................................... ....... $50 per document D Conditional Use Permit El Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance 21 Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) TOTAL FEE: $2,450.00 Section 2: Required Information Description of Proposal: Preliminary Plat approval for a 46 lot single family subdivision with 6 outlots (Foxwood) Property Address or Location: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN. 55317 Parcel #: 250232100 and 25024081() Legal Description: Total Acreage: 43.55 Wetlands Present? ® Yes ❑ No See Attached Present Zoning: Agricultural Estate District (A2) Requested Zoning: (RLM) Residential Low and Medium Dens Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property: Wilson Tree Nursery and Residence and Paulsen Residence ❑� Check box is separate narrative is attached. ❑ Create 3 lots or less ........................................ $300 (] Create over 3 lots.......................$600 + $15 per lot ( 52 lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 Z Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 0 All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 15 addresses) ©" Escrow for Recording Documents (check all that apply) ..................................... ....... $50 per document D Conditional Use Permit El Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance 21 Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) TOTAL FEE: $2,450.00 Section 2: Required Information Description of Proposal: Preliminary Plat approval for a 46 lot single family subdivision with 6 outlots (Foxwood) Property Address or Location: 9150 and 9250 Great Plains Boulevard, Chanhassen, MN. 55317 Parcel #: 250232100 and 25024081() Legal Description: Total Acreage: 43.55 Wetlands Present? ® Yes ❑ No See Attached Present Zoning: Agricultural Estate District (A2) Requested Zoning: (RLM) Residential Low and Medium Dens Present Land Use Designation: Residential Low Density Requested Land Use Designation: Residential Low Density Existing Use of Property: Wilson Tree Nursery and Residence and Paulsen Residence ❑� Check box is separate narrative is attached. Section 3: Property OwnlerjMpplicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Providence 55, LLC Contact: Bill Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State/Zip: Golden Valley, MN. 55427 Cell: (612) 202-0692 Email: billcoffman@cbburnet.com Fax: Signature: Date: 4/27/16 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Jim (218) 398-0114 Name: Jim Wilson and Paul Paulson Contact: Paul (952)-484-2698 Address: 915 & 9250 Great Plains Blvd. Phone: City/State/Zip: Chanhassen, MN. 55317 Cell: Email: Fax: Signature: Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. S. Ste. 300 Phone: (612) 758-3080 City/State/Zip: Minneapolis, MN. 55415 Cell: (612) 767-9339 Email: mrausch@alliant-inc.com Fax: (612) 7583099 Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑✓ Applicant Via: ❑r Email ❑ Mailed Paper Copy Address: 0 Engineer Via: 0 Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: Section 3: Property Owner and Applicant information APPUCANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. 1 agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Providence 55, LLC Contact: Bili Coffman Address: 1000 Boone Avenue North, Suite 400 Phone: (612) 202-0692 City/State/Zip: Golden Valley, MN. 55427 Cell: (612) 202-0692 Email: billooffman@cbburnet.com Fax: Signature: Date: 4/27/16 PROPERTY OWNER: In signing this application, 1, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application, I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. ,Jim (218) 398-6114 Name: Jim Wilson and Paul Paulson Address: 916C& 9250 Great Plains Blvd. City/State/Zip: Chanhassen, MN. 55317 Email: PAL) 1. a. 1PAv150vx @ 93l . 4L1J, raw - Signature: Contact: Paul (952)-484-2698 Phone: C9 S 27 Z 33 - S 3 S '1 Cell: <9S -j-). `(842feYFr Fax: Date: s 1 3/ v/ 6 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Aliiant Engineering, Inc. Address: 233 Park Ave. S. Ste. 300 City/State/Zip: Minneapolis, MN. 55415 Email: mrausch@aliiant-inc.com Contact: Mark Rausch Phone: (612)758-3080 Cell: (612) 767-9339 Fax: (612)758-3099 Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑v Applicant Via: F) Email ❑ Mailed Paper Copy Address: ❑✓ Engineer Via: Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other" Via: ❑ Email ❑ Mailed Paper Copy Email: APPLICANT OTHER THAN PROPERTY OWNER: it signing this application, I as applicant represent to have obtained author0athtn from the properly owner to me this appifcaldm t agree '.o be bouric by rnhddioris of approval project only to the right to object al in_ nearings on the application or during the appea Period If ihfs application has not peen signed by me property owner. i +ave attached separate documentation ot'us legal capacity tic file the application This application Shown be processes it my r,amt arid 1 air the party WnOrri the City snoulo contact regarding any molter peraining to this application. twill keep mseff intool of the deadiries kn submissr s o` material and the progress of this apprcation l further understanc that adddionat'ees may be charged for conswtmc foft. feastbAdy studies etc. watt: an estimate poor to any authonzation'o otpceed with the study i certify that the mtotmstton and exttlnds submitted site true enc correct. Name Piovsiencr. 55. LLC Address +000 Boone Avenue North, Suite 400 Conan Phone Bill Coffman (612)202.0692 ;itwState+Zip Golder. Valley, MN 55427 Cell(612) 202.0692 -� Emetf b8idofiman@cbbumet com —` Fax Signature Date. _ 427/16,__„__ PROPERTY OWNER. Iii sigrimki it*jb ap;nicat U11 as property owner hexa uli le to .opacity to and hereby do authorme the filing of this application I understanc: that ,ondrtons of approval are hmo,ng and agate to p boil: by Ilio, conditions. subject only to the nghl to ooject at the hea•mgs or durniq the appear oermdswil keep myself nformec c•f the deadlines for submission A material and me progress Ot this apphcatton i tumter urtlerstand ma: additwnal fees may he charyrd fu' ;,ctnsulur,y lees fees;uilny studies eh: with an ast+niate ufw+ to any authrn atior+ to proceed with the study. I certify that the information and exhibes submitted are sme and correc. Jlrr (218) 398_0114 Name. dim Wilson and Pau; Paulson Contac, Paul (9521484.2696 Address 9164 926E Great Plains Blvd - _ _ Phcnte cdyistate/Zip - Chanhassen, MN. $5317 (tot! _ Eman r.r.J,is,,-) nes-„)hcf/t1-1I jtwl Fax - -- Signature f_ -.�,, �, __ _ Date This apPiir:ahc,r must be cornpfetao In it 11 and ML -1 be BC ohrpi8nled by all information and plans required by ---- app-table City Ominance provisions Before f-rmg this application refer to the appropitate Application Checklist :nip ranter wife the Plarnmc Department tc datermlre tri: stiecific ordnance and applicable procedure! raqutremants anc fees. A delermination of completeness of 1^e application Shan be made- within. 15 business days Of apphrratlnn supmith A written notice of application deficiencies shat be maned is the applicant within 16 business days of ap:.licaticn , PROJECT ENGINEER (n applicable) Name All -,am Engineering. Inc. ,— Contact ALark Rausch Address 23 Palk Ave S Ste 300 _. Phone. (612)75&30U Cilv.rState/zir, Minneapotrs, MN. 55415 Call _ _ (612) 767.833 Email —_ mrausch@alliant-mc. coni Fax. (612)758-3095 f I 1 Who should receive copies of staff reports? 'Other Contact Information: f Property Ovme- via Ll Email ❑ Ma+led Paper (;opy Name r. Applrant V a E Email El Mailed Paper Copy Address [I Engineer Vra Emaat [j Mailed Paper Copy GtylState0p I Other' v,a Email [? Wiled Peper -;,upy trnaii INSTRUCTIONS TO APPLICANT: C.,mptMe al. + er,essary fornVields. ;hen select -- -- to Silva a .ilii tc ann� i Jev,+-e and deliver tr_ .-n. „Iww wsl- ,equireo dor urnerrls anti payment. 'in send : d+gi;al copy :o the coy for prm:essirg(required, i SAVE FARM PRINT FORM, SUS” T�OF,f2 � "FOXWOOD" WILSON NURSERY AND PAULSEN PROPERTY COMBINED LEGAL DESCRIPTION The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, Minnesota. And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest comer of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. A577806. Abstract Property. OF CHANHAS3Et RECEIVED MAC j ;, '[O16 CHANHASSEN PLANNING OF Pi 1! ,11 i 589 23'34'E 67/.93 v.W Lm d "v nffv mach 21 rO o� pe "/,/ 1 �°454 / 89 r. /i b + X as Is x ria '}./ o Tor" 1 a \ x ,mor_ -,.a / '= as :cep coir o• _ h, � -mx nnnc �" �' m, .. w wernme, k 504'06 29 W �- I /',� .y w '";4 5238 iif- mo _ �r7n bler % y all� Ma oxb� nx%o- ,-p,-�w02 0 AW ,.1 II� �xEE i •< 1// UI k •'� e Av pzw�� i be. of, Arz Come N\J '\ I O I di t'rel it \ Y \\ bW yon• _ Il Dxe \F 1 NLgsLxr srocN 1 lTfrhl ° a_ e who `I ` 1 y� o .l IRRIGATION W� 1 I 1 I, N1 °so ✓ [j0 °u ,w moa W"r"ww.'.aaw has z _ _ . l�l yll bi®I Sbrya C re 1Y 1 c�vlstlrJcI ;TaNI lr say` I' r- srocN \r . y1 1 °xa x W5E 1 a 3d r < r °O D"4o: I�' % l-_ VI till , _ W g. 1 l� y I --1 yl\, i 41�r call O C �Z' Var i ✓ ll � / once: ° R Rr.I �.' / d .w, sell a,AU y4 y y OCN i i NURSERY, 3L%N / / j \ 41• r Canal mod BAD sdi - o o:l n °' oa oxn Hu25cRv snot:. e, i 02154 at, fl a j'O . Qzre C 02.11 Or by 3? w - OASc -- - _ - / O Lss A z O Oaw - '. I - 7 .. \ 3 I� - S3a•e i� r .. Too ,Nm o', _neo- i ,X3" v / .v 7 /.ate J Y 0 or - b R"A, .,. r..,a cei,��rea masrr.veu J lox �"x'- \. - -xv xz5y® •a '\ \ O 'q _ Oz,a r , . _ ( f... re"'` t j ) \ \ Ox WSERY 3SOCN _ - 1- u 02251 +2173 °' Cha-�,J_ 1 �azE{� ° �5. °x�°sal o .� o---.. area S89 83'00 as 4 x 102214 , Dasa: -0,9 xn,+oxvx \ \. �._ �) ) ^I o / \ \ \\ + \ l� ' '��°°1 �\ 589 1...- o .,. J + ° \ 4/.35 z �. o p ° o Oaaaa + - \� - \� � \ 1 ... ^-A4o¢s5f - use. G1 .`�p 3 _- � _ /11gwad11 orms.L .oo1 / -b ;mt%ho _° a_ b o v • Xn 02.4 140 -,owes moo �� 2 _. X +x,¢ x k' a. - xM �oxcea COM 589°531001E \ -o v ® /6.00 - 1 �xy° I I +� +� al ' ° JAs rz 2 .o H el + R _ } +'t -who N89a5300W r - to _wit— g I n�^i+asl"9 am, �. 16 0 '^eft a Berea. i. �r5 j� _�� az I_�°' Sim ° O thx, la / \ se as dart b `- -- I harem, metal Met ns real All or "We'd LEGAL DESCRIPTION wasprepared by aurMamy direct tti ml supervi MlelamadulYL Land pr saneym d mlmoaalneaaeof The HaBdlha Ead Hall d the lower Rally the Southeast Carter, and me entereast Quartertithe O Mm"eco' R. 612.758.3080 MAIN Nad,OartOr¢rler of me Soehe OUarter, all In Bepbn 23. Township 116, Wig,: Or Carver Carl G C p Q 612.758.3099 FAR T PgnpertNfaeQ� REVIEW ' MlmNwO. MaakothalpandlM1a NOM Hell tithe BONnwesl0ranerol Bedlon 20, Torvnanlp 116, Rsige 23. Carver It awmwaeaiae Signature County Mlnnewt9 Fling we.11, tithe north 7'.3.00 tow measured almg wa dy line mored and" Dale ulna Number d p OR,WN BY GA waz rly I cenledne N 81a1O Hlgwi No 101 the school lie alWM¢M1 Is described safollowsBeginning Norim"A'of Ne Southwest ouNmcl Sweden 20 Township 116 llange2'f eoma d p GONYEA HOMES CHECKED BY DDG ala"Mat mturn: p2.sz bM00at of pre NnMweAmore,0sold $a... Martin he nom, M the North Ill W NS DATE ISSUED V118 9150 GREAT PLAINS BLVD. So.. Questo is aswmea to be arms N tie tin INMin. 29 aewnas low thence South 4 degrees Tp,T ® 1V SCALE IN FEET -- JOBNO. 1s011A ol: • 24 MIhurs,47second, West .d Bence 041?T2 No N¢nre on a a,.,% verve.'.a to Ne ea:[ SHEET 1 OF 2 SHEETS having a centred mole d 11 degr0eaM maned 21 becoMa and a raalue 0199228 bel a delete -of 0- rel to thence SwM 7 degrees 13 mrmeare%mmWS Best bigehotithe tial lescnbsa Its \ e.s.. M 2296rea thence on a tm9amal son he, mmew to thew 1Mltop A cedrel-0.ITT 14 s aegreea z9 minuted n aaanm em a reabe a I1661s Icer a aldmce of zsa e9ree mine or lace Io 0 - :: pddon Me Bar line of Me North Han W Me Soutlm'.(Aarthe d search 24 and Mere surirerng mid \ paid dbtanm hE0.44 to a dy of Ne sodhwazt comer of Me North Halt of Ne SONhweat Quarter. © I I Famed Na part mean W the Same of Mlocal In Final C.R[lwte tiled August Gil bel azDewmeho No - `,- Atell ficept that pee Token by Me Cry N Chanhassen M FillI COmrma rletl MW 31, 2013 azOowmOMNo. TProperty. qI A— AND \ \ The "the 20 Wea23andtadNe NTheNo.0dNem0 e€tiY i < load10utherd 0.Southwell0umaed Tmv,ahp 116Range230ne that Parl Ntn¢NOM 3003IBBIN ail9wNWBa Duaner ol1n05ouMwestGwler Home, the d Me North ',F I the Wen 271, 79 to thereof ma welled, of the cemer line W Hwy 101 gcoprne pm I 33000 be of the Mid 18 W Iat Mthe Wast 271 n are1 dsaltl Sconwesl Guarder of lh¢ souNwen Oraces"iig souN O1 the North 181 het Thai and the or. 0In. tomer M 281st d Nomh Tb228 Me of mid Soul"Wer Oweal M In. Scope. (uaner - i I Ae aProper, NOTES LTdaare-c' anmhe peoreM description shown heron are based upon mmrmalom muna In the commmmedror the Ireurmcs prepared by Custom Home 9u iders Title, LLC as'wsuing ageho lir Oltl RePubllc National Title IrnmaraCompany Commli emno HBd0M&todDeamberl5,Ml S. / 2 The bcorms d Uncritical atlases are awleter based on lMc m from Gopher Was, One Call system fora ' °Boundary Survey lawle" The marmarm was provided by a cwnblretlon M avabbl0 maty Proposed Alms a chy �pp rmorasane8edd bcaba which may no be enact. wall all wllN¢s triose to communication or dealgn. B * 3. The radical Wlhls bearing meem is Mae on Me HOnrepin County Creditors Synem NAM Cowdreia bg - are Hmnepin Cow, ground red based m the Mlnn¢wlaCwranale Synem Southern Zone NADA HANG Iron y1g I W HARN vaYa) Cwralrate values catte January Now In fail 4 At element are Slee arra W Me above dexrlbsed pbi is 1.896.980 actere Iasi a 43349 Al IFw It LEGEND a ti q O SET CAP IRON MONUMENT 18425 —a UNDERGROUND GAS o ILI SEWER • FOUND IRON MONUMENT —I STORM SEWER Q ( HYDRANT —1 C7 I b LNOEflGROUNO FlBER OPTIC ) SANITARY MANHOLE UNDERGROUND m 's SIGN —X— FENCE a -I - - ❑ BASIN GUARD RAIL 11 GMUMOTUARD 1 LIGHT o— ACCESS CONTROL LIGHT m 1vir li----B ® STORM MANHOLE — WETLAND DELINEATION O •9 _ RIPARIAN VEGETATION EDGE OF WATER o /FLARED 5428"W ENO SECTION 0 CONCRETE ® CATCH BASIN GRAVEL OR COMPACTED SURFACE / M TRANSFORMER CM GAS METER I BITUMINOUS SURFACE v / as ELECTRIC METER 19 MAILBOX © SCHEDULE 6 ITEMS se O N M `0_ ;. a I harem, metal Met ns real All or "We'd wasprepared by aurMamy direct Q 233 Park Ave S, Ste 300 supervi MlelamadulYL Land pr saneym d mlmoaalneaaeof rr Minneapolis, MN 55415 Mm"eco' R. 612.758.3080 MAIN DENNISsOLMSTFAD C 612.758.3099 FAR T PgnpertNfaeQ� REVIEW ALLIANT Walliant-inacom WW. ' awmwaeaiae Signature Dale ulna Number d p OR,WN BY GA GONYEA HOMES CHECKED BY DDG D 30 60 120 DATE ISSUED V118 9150 GREAT PLAINS BLVD. SCALE Tp,T ® 1V SCALE IN FEET CHANHASSEN, MINNESOTA 55317 JOBNO. 1s011A BOOK SHEET 1 OF 2 SHEETS JC / t° Xxw i;I y a� lsoo30oE :+ ,. x:50 + � A � "XX ...- �� �I� x-c>..�oa ° � � 1 4=1 as . �, 50 x :, � �x 0e ---tC 1 – N89 5300"W w . ��I 16.00 0 on. o mx" a- _ 1a+o O.x — – ° bo 4�°�a 0 �.6 x •♦ .♦¢io?xw �Oz.u°f- Owr p I-OTgg/.. ode oxw♦.`-xxa. _o ° , .o CO / " CX _ °°..,. -oz»a �— '° o .Q.za zw ox:w1 opews 0x zo 1 /• aoti:a; e w ' amv , ws // A W ��� o V ♦y� �p ew �� / 1 Y.X /�ia�T/� 0 02 ow ♦1 t 1/0to �°° CO."' gaxz. o.RE -<1 ° O 02112 / i/`^g�171' { ° °mT/ �6 II •, _ 4x i . a l _ � „O ase xu9E1-D sOmrss� -- � `��♦ I -. yc bM �h s ��O Os O 2410 FQ _Cd.7 O ae < O a bOa, tY ♦ x. K i a O O «a p0. px .a Jdle 0 o x ...>– O w da xn.�w enmry p --01411b-1 i i _ ° t w ozxal v : �� '' ?1 -oma_. i-) W ��ax o ! Ozwa v 4x950 X".I- e t/ - rVv < Z 14" .♦ 300"E i1.79 1 yN Im b p v -oxu < - �°a --dues I 1 l – ���/ 02.1 2- S 8 ox.n o ° m R 0x50. w /• 1 O II � '.3 O 0 .e, O p I v q 6 Q3 .O axxx �C z'/II \�+t\' Y / 3.. -01121 < /rg'°' bzx / �x027 sss 'y�J 13 ' _I�♦l' sms\ l\♦ SdRoo�l $li bxxalo 141 '41 � Q ___t)am' . 1 4� 0201 z � '. �♦ i $54-1r0 �p"' l Oaus� 1 /� .i Ofd j a ��� l♦ i \ 0210 ♦� \'627 3•\• ox..x d�vCO.: 1 1 x LM— 16 �sa,s AAIT. 43 \ �--� 589'5827"W 675.2/- -, O 30 60 )_V SCALE IN VICINITY MAP � I �t t SITE LEGEND – O SET CAP IRON MONUMENT 19425 —G UNDERGROUND GAS • FOUND IRON MONUMENT —»— STORM SEWER HYDRANT WATERMAIN 05 SANITARY MANHOLE -- UNDERGROUND FIBER OPTIC SON —X FENCE ❑ CATCH BASIN GUARD RAIL -B LIGHT —o MNOOT ACCESS CONTROL ® STORM MANHOLE = WETLAND DELINEATION �E RIPARIAN VEGETATION EDGE OF WATER FLARED ENO SECTION 0 CONCRETE ® CATCH BASIN ® TRANSFORMER GRAVEL OR COMPACTED 5 ® CAS METER BITUMINOUS SURFACE ® ELECTRIC METER 0 MAILBOX ID SCHEDULE 8 ITEMS T d` 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 MAIN A L L I A N T 612.758.3099 FAX www.alliant-ine.com I GONYEA HOMES 120 9150 GREAT PLAINS BLVD. MET CHANHASSEN, MINNESOTA 55317 I hallby eemry tnet tms serer, Alen, or wW Pre and by me e, mde, my direu s &od aM Mat t am a duly Lmmsed Ledd surveyormeet me me, efinestarew MMeesote. DENNIS S. OIMSTEAD PPZ7R REVIEW TZ'— ' a Dau Lemee Number DRAWN BY DUE CHECKED BY DBO DATE ISSUED 11-/16 SCALE 1"-w SHEET 2 OF 2 SHEETS 150119 0 50 100 200 •- Jj _ 12,600 029 B1 -L2 15.147 0.35 SCALE IN FEET 0.37 � Ca 0.33 BILLS 15,123 0.35 a 14,718 0.34 31-1.7 17,501 S; 31-18 11,739 0.27 31-19 ha 0.29 B1 -L10 14,240 0.33 B11II 15,306 0.35 31-1.12 11,688 0.27 131-1.13 14,974 0.34 131-1_14 12,133 0.26 Bl -L15 11,980 0.23 51-1.16 18,390 0.42 B1117 17,136 039 51-1.18 15,244 035 B2 -L1 12,599 0.29 rt 2 0.27 33-11 13,500 0.31 tl 15,253 0.35 83-1.3 _ 0.41 63-14 11,430 0.26 M-1-5 12,958 1J B3-1_6 13,843 0.32 B3 -L7 16,669 038 6318 19,487 045 8319 17,911 0.41 B4 -L1 13.255 0.30 B4-1_2 _ eco )STRICT BOUNDARY B5 -L1 / 0.34 35-1_2 PER CITY C p. PLAN / 05-13 RESOURCES OEPT. SII / IS r. / ♦ / / 9 1-1 or • i 11 /� BL KI ) i4 15 ' 18 j ( i 12 I UT dT f J v 3 OUTLOTC 14DUR k /� 5------------ ` BLOCK$ L____ __________ bell F _ _______ i -- O I i 12 /♦/ ��__ L`" I' 14 n OUTLOTE %' i 2 I 1 OUTLOT D v \ L5 a soozrosE e' % LEGEND: X69.66' 14 L=36.01 PROPERTY LINE --�SB9°4T54'E 581.10' ' 1-R=1995.29''p LOT LINE A 1°0200 R.O.W _-- ---- EASEMENT LINE • FOUND IRON MONUMENT ' e9°06'29RN ` DRAINAGE AND ` L _ -- J UTILITY EASEMENT ,r BL K1 Klr 5 .3B, ' _ 98 1457 E 4 8�go, R J,t-" OUTLOTA L DRA RAGEANO Unum EASEMENTS AR[&iOrvN THUS: : r' , , : ___ ,I_ �✓3 __,'L.-� t.mm.amaea a�:ym am towlm (ROW B) n � / NPoIurYre-ed-re'. lWmmMma -__' 1 `0111 3 I: 2 II TO N 2i BLOCK 6 i D S 3'00°E - 1 -' 415 ,,1 _..____ ,1'` ,1,_= "------- i S89°53'00'E 335.24' 30.36' / J3. (ROW-A),i ru o \_ORAINAGE N:8 o Ji EASENENTZ Z' -- - ---- _ S89°53'00'E -_T a 16.00' BLOCKS p� �I 5 'per z f NB9°53'D0eW .1 16.130' z OUTLOT E r, 'E 271.79' PN401 O IF ONS O` OP PARCELAREATABLE m PARCEL AREA SF AREAAC B1-1-1 12,600 029 B1 -L2 15.147 0.35 B1-1_3 16.091 0.37 131-1_4 14,525 0.33 BILLS 15,123 0.35 B1 -L6 14,718 0.34 31-1.7 17,501 0.40 31-18 11,739 0.27 31-19 12,799 0.29 B1 -L10 14,240 0.33 B11II 15,306 0.35 31-1.12 11,688 0.27 131-1.13 14,974 0.34 131-1_14 12,133 0.26 Bl -L15 11,980 0.23 51-1.16 18,390 0.42 B1117 17,136 039 51-1.18 15,244 035 B2 -L1 12,599 0.29 82-L2 11,652 0.27 33-11 13,500 0.31 33-1.2 15,253 0.35 83-1.3 17,814 0.41 63-14 11,430 0.26 M-1-5 12,958 0.30 B3-1_6 13,843 0.32 B3 -L7 16,669 038 6318 19,487 045 8319 17,911 0.41 B4 -L1 13.255 0.30 B4-1_2 12.340 0.28 B5 -L1 14,995 0.34 35-1_2 11,200 0.26 05-13 12,105 0.28 35.14 14,557 0.33 BS15 120.342 276 BILLS .13,634 0.31 9517 12,096 028 3518 13,598 031 35.1_9 15,699 0.36 85-LlO 15,214 0.35 35-1_11 16,829 0.39 13 i12 13,683 0.31 B6 -L1 21,204 0.49 86-L2 16,551 038 66-0 17,317 0.40 OUTLOTA 531,348 1220 OUTLOT8 5.531 0.13 OUTLOTG 5815M 1.34 OUTLOTD 243.114 5.58 OUTLOTE 68,876 1.58 OUTLOTF 616M 0.15 ROW -A 1236 0.03 ROW -B 202,625 4.65 TOTAL 1,896,980 43.55 GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763432-0500 FAX: 763-032-4501 46 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 PAx ww W.alliant-inc.corn r m DRAWN:ELL M PROJECT N0: 315-0119 N (n SHEET h F J � w Z Z } } O Z Z Z 2 2 �i 0 LU J LU w Oa 0'. 2 LL ms a a I hereby cerllly Thal IMe plan, epedflcallan, or raped was prepared by me or under my dlred ..,e Ielon and Iho1 I am u dol, UE.ne.d PROFESSIONAL ENGINEER under the law. of Ih. sal. of MINNESOTA MARK MUSCH. PE Dole u..... Ne. QUALITY ASSURANCE/CONTROL DESIGNED: MPR DRAWN:ELL PROJECT N0: 315-0119 4 SHEET 4 of 32 ! -- I 589°23'34"E 671.93' N x. i' a'r` oma $0°0205'E ' `�- vll- /-R=1995.29 4=1°02'00" 589°4754"E 581.10' I 0 25. 50 100 Lu SCALE IN FEET ' J <Ne5'- 5 .7z m q5s E65 TI 1-__ se6\1z>E. . S O6'29"w 6 N,o+ �1( I 1Oz64' I� 52. e' BL I K 1 l no DISTRICT SWWARr PER CITY COMP. PLANT I 1 I e 56°145TE . 4 ON <�- to e� sJ oe a\ Y/; C 1 OUTLOTA I !/-.e W64 �, ! ye/-W`3tr16 R Po r\ OUTLOTA THIS EASEMENT roBE (DOc#94V1)v1m I % 6 ml� I L sa>D Is E 13nco' A\ i"� �3 Da -1 < --- (q - Y C' S602121'w 7 1 4061 <', -� BCa�wTfialn wIim I n7r '115941,'5'1`✓R� J .. ryz�a3aE-> {�� 0 <' _ Y >� RESOJRas DEPT. ,l 2'.m" s8 1> T4 ' E�06 C y 7 II Sav (l�� L - 6s —- so p 35aoo' io9zs• L�pN44730' N89'29'34'W 269.15' j °✓ \ m (ROW B `� ROAD A 1 �1 \ \�£. l^µ2 3v'19 E+D _ N11729 34 -W26915 y8 - 'i8 \ ♦ 6^ 1a63S2'.. -i 5635 D9 b0__ .. 1a / \ \f 1 \ Yy1o1 La]01� C51518'SD' _ -1-. r___ 1224V _. W `<R ar ..M v5� ,s15 I.I _7 f __-_ -_-I: roo 1 </\ A7 5 1 p, ~; sA 2 3 11 I n m Nt 1 1 10as a h ( y+'�/ 4�\^.°*� 'oil is :-Yafi6-�v✓ \\ l\ 1 , gg \ wl �I ml 7 „� .�I ( -� Y• .s y6>` \\\\q> /\"dab k \Z°, \ 1 •�YI^4' \ el 1 wl { a, G Ci to ea -I y 5�P /�:� n> "y3s ��\`�„ijL Rao BLOCK 6 1iI4 ' 1 -3f-1- Z S89 -°5 /' E 10 , 41.35' 40 2959'0,; AYT -/ - - ��.YI l\�m1 3 4�\\\\\ \\ \ se9'Sa vDT �9 v43o oo L_29>_va ry 17 /. m/ I Jo�S r /obJfl 1; a's \\� } 4..o 3aW 6y1 E f �r a %ryil o$ Ig !�� 11 $.>TJJ \ a�.°i/d�: s I 589°5300'E 335.24' 30.3, OUTLOTA I / �F� I \ , (ROWI A) 526T11'a7"E / BLK 1 r1 - !R 6 - JI i r 4 F f/ s '.. j .16 I L 5945045"E IJ146 Pry Ip fi9lE' L e^5Ta6�00 / I -I 583'1119 W 1 / �pD� I- J OPAIN4GEANDVII 6ARESHOWNTNS C< I /,'°n"� DEtunAGE I'z LEGEND: urr EASEMExr / a \ \\e '!( ;�1 1 J goy EASEMENT -\\' LINE 5 v rK I m__ 1- n791 },1:- 6 ] I LOT LINE 5� p J� �B15'0a P' 9mI IrlZ I d t S1B 513W 1321 { I: R.O.W rs N ___ n n? I o EASEMENT LINE J L Jo 18 1� 'I I I ''" .sa1�UTL Tf to -- _____ --- • FOUND IRON MONUMENT 1CJ /� ` 5432319"E L 367 Its' �. 42» E >JD9'II In_ //^ 1 I 1> I` 3312 [ Po o el- TRa3 2>s _589°53'00'E^-1 DRAINAGE AND Norrosule 254E 3/ I 16.00' !_ ______t UTILITY EASEMENT •res.ash.um lwa r,®as .I. wnneree .ahe,wl.e L -7.02- N89 mmae.n%y,alle uNm 4tlMrg IBM OI 56.00-W 166.49' a' 11 AS 445a 4R 8� `yos/zo/a' \.o 4b \`- s "yps,". �erQeP&a. r\\'•oYr�z"o`� ba 6-zva zo_-'Ifri1! .l 1 Fl lM1y r f wr{o^Et) a'\9 3 �.{ �B1fRQ- j2eI 1fI l�a3 I1j. . Pz aO-N - E0BLOCKSo oRv\E NgtRU GS O _ 14 Y 4 4 5 1, z GoOUTLOTC aP^G A j SV N L 119a6 13 ! <_1=234s T`>6 3/ 7I1/4ana N89°5'00'W J 0.16.00' GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE 76343245D) FAX 763-032-4501 A ALLNIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 mN 612.758.3099 rax www.alliant-inc.corn JF F m n NN g J Q °' zz r 0 a M Q Q -;iz_ Z_ O aw 0 2 2 LU Lu i J J Oni CC cc LL aMu a a se I hereby or ill that this pelan, d epeRalb an r Hoped a prepared by me or under my dired..,P-WaH .,it that l am a amy U..ns.e PROFESSIONAL ENGINEER under the Is we of the State of MINNESOTA MARK RMSCH. PE D.1. U www No. QUALITY ASSURANCE/CONTROL BY OArt DATE ISSUE 5-6-16 Cm SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAW).ELL PROJECT NO: 215-0119 5 R.F. 5 of 32 SO -03-40"W 198895 - - • 31455' {- 19396 L=f0&3p• 1 58].}6' .. r e—� \� 06 8 56335'39 W na Qi L \ RI.ry✓a•sstYu`r2a. I I 7 ^0. DISTRICT SOUNCARY N° 5^ `ar 11 1/a/< .^• _ s.le' c /\ PEflY WATER "I1 I ", GONYEAO i \ O I O HOMES & REMODELINGS $ �Z _ 6 _,j sD '�`a\nzp^ �."/ \\ y 9: IPS "` 1000 BOONE AVE N, SUITE400 GOLDEN VALLEY, MN 55427 " 511'a3�RE 156 •\ C /ea>y.\ ey a'/ \\ O n m p 1�`,��\ OFFICE: 763-0324500 \r s°r z \ $ I n ` FAX: 753432-4501 0 25 50 100 \- ��' I �"\�•� OSI oS# 5// \ �, n ={ I D SCA® \ \\� slnrDYc fiDm _ Lam :. \ ^' r \ \ aa.+5 S567µ _ L=82a� e � �.�e'a `�\ae �s a// V• s 1 � L1fa'sgs II , LE IN FEET -Lzs ss' 6�4'46 501 I z4'aia^.� +rb OPo" \3s ' w \\ < I I %� \ \ ///, •N` \ $ uz oP so 52 35"W 12616 of//// azs �sy.\ v/\4\ on 5 Y _s26m D7E� __-I��� 'Se ALLIANT \ •(' /,� Ig: 1 m / Y/ oa\ s / P+ \ L asr �' \ IS less �� \ o l' \ N1os5'05'w 233 Park Ave S, Ste 300 x \\ / / y'>i Ir. { +P/ / )'•.. s'a 'P0,9O ., �+'X _X, ! Minneapolis, MN 55415 \\ / /I ; II ///yn\\ \,\X /Dna/19 /.^\.^ n/(.' 612.756.3080 MAIN sz s136'w .'� aip f 612.758.3099 rm �3 �!/ /."W [ : 19n / i/ ; m/ /f.� Y ^# / v w 7z 7s �.y rvf II h / \Q>\'�. ( N105505'�.. 1e315d p• \" �\ { L 145ga 1 J az°y,$zor WWW.a rant-InO.00m K1XP02'E 167.38• yy510b�%12 E` �8= /// \ ,x.47 stfiroa 56w �.59f t L -7G2 \ tlW`s // p \ r a � 1 f saeaa � � / / p > / r 30• 4.0< v�o a/e `XTO h \ .. A-s'aa 50^ n I i W _ 1 I I �' 1a°/^\ \W. R. "�� \ \ "w C. \ ^R s16U0'56•W NO { _ 1 I l� 's\ \ {i/ // L7a' s •�. �\.\\ \ Oen -u.9<, F\ \ 1 r / e 2na 2O \ Eva 04'E \ \ 12215 J SM 32'4°•e f ¢ r "> i _.__-`1 10703' \ sy f O 1 5641 /Go- �Y' 515'` F 7756 �# s509'06C Y9e... L-` '.____J L_ y_i ssu 1 1 / eil7,d 2'w1 ''^-/ qi Ja sa o2>_ 9aoo flaw .45,14!0' a 9asla3 F /,$ ya z>a -T- ( niz3lsE - - slni'02•E 2szs1' _ I_( L MA97 R_ COLb- , a/w (ROW B) ROAD A sr>zrisp kR {pa. /n6•H5 o L 67sz R Joq I L>` ^' 1 FR / 10W sl n]02'E 252 s1 _T� T�416302�- ° ^ `` I \un "GOO T_ -.,67 r__ aoOJ_._: re2 ml , ae111-:_ LeD5,iD ` sr>P> zl I IIS ( (m/q/ \ /% r Qu1 m i 7 s 40 -1 4=1smT °wes t ]e>s I: L-3":' a" { I / m/ q ✓ q$ . 6zR15O°1 1 I 1 ���•� sr> D2 L.e2 -I d�H2O L_- L_s2 m' / / /l,✓ mp L=8639 I \ '6 240' J rL J / / Go F t00C X99211) , y�.0"I'SD dF 465190 n �._ HJ`I gZ Q p R-DO.o°' ms's e'pr�J / F/a.P" W a a L 22Y I 2♦ ro6FA9]@I� ham\ /6 �"\ 1 ~ { 1 {-Cy . /.// 8=0:2610 _ h `\W33fi 29'Pfl` 600205E 6°45 ` / Ja," �Z T / n { _.. _. 6 , / �.� 2 / //Ory' _Zcc / �\ - r " "-,9 a _�;'� ✓F;h, . #\ ,. .--" _ C mm{ .. �ez.`'lewdz�. !Y#, ✓ 0 a W ME Z_ ZO _ 1 - _ii 1 T ._ .. _ _ .-_. /,BidA 1_. 8 _,• ,yr y ✓ ie=5N03'zLD'#stivv 22vs \\ �v\r Rs id I ¢pzDoI 1666wn DD 00 O'n]9 mQ W W IP O ni 2 OC COO 0. _____ -- _.i., 9.\ 'aeo1KG }� �t� /✓ L s002'05E 90.02' J T�11 /i f /z n _f W -.. \.. /.:. l f l ^ / -. h/ �/\`. .--. <\:' IP<Ni cull n.1lor that nP^rllxoa 513�y10 Di/ / I se i/. n P l;tll / rya / \\ p / / \ �� Pr.,.r.d 6y ma ar untlerPmy -18020 __.:., -� 39.99' 176.55' _ � � / �_ / / ( / / / ? 11. o � �/ / - 2j\pP W i tlb«i auPery alon and fM1al I ` '6 NO°02'05°W 556.65' - - - - —�/ % - ? - .m . duly u..n..Y I F { / / / F / r �' \ wa/ j \ PROPESSIONA ENGINEER und., IN r___e202_ 1 tw]6'J ( as 9r µ e _0591_ f Yfia s7 s0 s1T / / 1 ;/ i •\ t `"'r „"`" m. -at m. SW. at m rt___ - --) L sees 1: ,�. MINNESOTA _ x i \ S0V615'W 33126'59}83 l•• 501]' J 7894 MARK RAUSCH. PE NDro2'155'W 12910' N /1 Se'Ual��•/\ !,) #\ \ Qi• f \ * IF• 3 ' \•860' DUMW ASSURANCE/CONTROL / 4SY \ DATE ISSUE LEGEND: DMIINGEPIID elllllY E{SEMENrC PAE 6HOWNiH115: N � \\\ �// N J :'Q, 5-6-16 CI1Y Se6YIrrAL PROPERTY LINE W \ LOT LINE - R.O.W I—s 'ui °s ♦ r- Sy' ;\\\ �*yI /1tr O F> bvy yap -r ---- EASEMENT LINE -j _ 1m O `'e.� \\\ u' • FOUND IRON MONUMENT '_---1 DRAINAGE AND No*roscnlre O \ \ H' 1J - - - - UTILITY EASEMENT ~ \\ Uln 6aq 5IMFwNN.M.q<W,gb Iiras.M lOMin T r mem e.e.ep <ny.sn<I w.rere. ex.as <9..wm m \ I I Imkel.!<n lYa Met O�`Y 0.� J\\ I a sD'm'Da'w S6i5 PROJECT TEAM DATA F DFL Af'v\EW P•\\ m �) 29.59DESIGNED: MPP DRAWN: EU al ____ '\ PROJECT NO: ns -ons P� SYPu -0 02'05'W FDPGO29454___ ml } 91st a z6s0a 910 150.00 p\OS NO°02'05'W 432.28' N0°02'05'W R e=1e z3sa s 50.00' `. N89°53'00"W 589°53'00"E 16.00' 16.00' , ;{ •-z�ss' sHEE1 6 of 32 N 0 50 100 200 SCALE w ' 3 u Z BCD DISTRICT BOUNDARY PER 01 COME, PLAN BCO q$Tr11Ci BOUNDARY /' FFA QTY MI PLAY WETLANDI f1UTLOTA Uo-zlawl '� EGO DISTRICT UNITS > PER CITY WATER /RESmMES CEPT I i= i A 17 / L('1S } 1 F - NLL Gtl4MEM 1 ♦ E y... L_ r� 15 EXISTING LWO USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) M ♦ ^\ �HlI �$y :k GROSS ARIA 43.549 ACRES ♦�Yi\Mo J 7 I' m� TH 101 R/W DEDICATION 0.020 ACRES w NET BUILDABLE AREA 28.592 ACRES , LL iIL KILL 4 f 6 F - NLL Gtl4MEM _-1-j E%ISTNG ZONING A2-AGRICULTURA ESTATE )STRICT 12 L_ r� 15 EXISTING LWO USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) M PROPOSED LOUD USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) � Iv �HlI �$y :k GROSS ARIA 43.549 ACRES ♦�Yi\Mo J 7 I' 0 9 I, 4 1� \, OUT)C / / 5 / / '-�� / 2 l I T �L r1KI�i A > G� 71� j L r / 1 9 /. ( •� .yA wETuxD 4A y WETIAND4 J OUTLOTD 0 I L -� ~I 121 Y__ -J L � OUTLOT E.:-.- ti C 'eO 2 . -/ - Lel A ST <f 3,,,� OUTLOTA T ;S / J /4,s � ,'� ] \ c 1 n 1, 2/ \Yr 3 Tv-1WET. 1 BLOCKS II� 5 T / / ...... ''OUTLOT E .I'/ WETLAND4p \\ \ F°aR�M�NPRV N}l r CNS°t u� lsia GEIDeLN �J TYPICAL LOT DETAIL LEGEND: EASEMENT UNE '- -- BUILDING SETBACK PROPERTY LINE LOT UNE -__- ROW • - •- -•- -•- WETLAND DEUNUTON WETIAND BUFFER O WEILND BUFFER MONUMENT _-- _--WETLAND BUFFER -MIR_-- -.... PL cL PL AT b' i551a 9x4 °Ea9 r roue, s� JD: 9 _ ♦ LeP SM I /3 .DnbT R]60 EPGCBJ4C0 k M+cM1 c Sod ppnlM T c nl 4]s] S aun.obN R MDOT 3]60 ANM93.if9 Co. held faro Q1.- 5 All r m. Noae L 74 Worn ] N 1. select GaMv Be- (•S.. Met. 7) I R�nl- Nbv R.aurea 60 I9 ea lax. ]. MY' '4 t E tl a.]5S G' Try w W ee F a -xee 6. ThR At a -emG r' ba AN'. do nmt oonolcuaton (II A9 .1 u,. b M Am. 7. A.1 oL oftn F ah < Yb P. aA, vm w f' P Lyn m m y1. uD. .de 0, araa4111J snot yo placca r, c..xa n Coe of r d-, -ro Mo. 5212 Nr ff� MRESIDENTIALEN TYPICAL STREET SECTION an PoL s ENGINEEEINa CEPARTMEM m- 5200 NOT TO SCALE rmxw4'ceuelo-unt uumeamin.Myulremennw.111YOIcnnxnunpMzoelyfb,EN[ w N. Ane SITE PLAN DATA Mx sewn F - NLL Gtl4MEM V E%ISTNG ZONING A2-AGRICULTURA ESTATE )STRICT ;:. PROPOSED ZONING RUM-RESIDENML LOW AND MEDIUM DISTRICT - EXISTING LWO USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) M PROPOSED LOUD USE RESIDENTIAL LOW DENSITY (1.2-4 U/AC) � Iv �$y :k GROSS ARIA 43.549 ACRES p . + WETLAND AREA, 13.929 ACRES' m� TH 101 R/W DEDICATION 0.020 ACRES w NET BUILDABLE AREA 28.592 ACRES E PROPOSED DWELLING UNITS 46 Ii3 GROSS DENSITY 1.08 UNITS/GROSS ACRE °j a Z L NET DENSITY 1.55 UNITS/NET ACRE I YY WEIAND BUFFER 4.872 ACRES' I I ( I PUBLIC RIGHT OF WAY DEDICATION 4.00 ACRES PUBLIC OUTLOT DEDICATOR 20.855 ACRES (7.068 AC UPLWD) 2111 or. ONLOI ..i .Gss PRNAIE ONIDT B) g / TOTAL LAND DEDICATION M PUBLIC 25.535 ACRES (58.6% OF PROPERTY) I hereby cer111r Hot Iiia .P.m n.mmn � PrePomd by me e9 � rpo SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND DEUNMlION K FOR PAULSON PROPERTY IS UNDERWAY THEREFORE, MINOR ADJUSTMENTS TO g WETLAND AREAS MAY BE NECESSARY End. of EAKTEM o_ 515 q 0' fWM SERaLI( ZINE \\ \ F°aR�M�NPRV N}l r CNS°t u� lsia GEIDeLN �J TYPICAL LOT DETAIL LEGEND: EASEMENT UNE '- -- BUILDING SETBACK PROPERTY LINE LOT UNE -__- ROW • - •- -•- -•- WETLAND DEUNUTON WETIAND BUFFER O WEILND BUFFER MONUMENT _-- _--WETLAND BUFFER -MIR_-- -.... PL cL PL AT b' i551a 9x4 °Ea9 r roue, s� JD: 9 _ ♦ LeP SM I /3 .DnbT R]60 EPGCBJ4C0 k M+cM1 c Sod ppnlM T c nl 4]s] S aun.obN R MDOT 3]60 ANM93.if9 Co. held faro Q1.- 5 All r m. Noae L 74 Worn ] N 1. select GaMv Be- (•S.. Met. 7) I R�nl- Nbv R.aurea 60 I9 ea lax. ]. MY' '4 t E tl a.]5S G' Try w W ee F a -xee 6. ThR At a -emG r' ba AN'. do nmt oonolcuaton (II A9 .1 u,. b M Am. 7. A.1 oL oftn F ah < Yb P. aA, vm w f' P Lyn m m y1. uD. .de 0, araa4111J snot yo placca r, c..xa n Coe of r d-, -ro Mo. 5212 Nr ff� MRESIDENTIALEN TYPICAL STREET SECTION an PoL s ENGINEEEINa CEPARTMEM m- 5200 NOT TO SCALE rmxw4'ceuelo-unt uumeamin.Myulremennw.111YOIcnnxnunpMzoelyfb,EN[ w N. Ane Am a s, n.. x 3. x4 .¢ An I men a. nee Mx sewn F - NLL Gtl4MEM V nada 3 L- MON - n M NM � Iv l l Gwmrs PI➢ Mu \\ \ F°aR�M�NPRV N}l r CNS°t u� lsia GEIDeLN �J TYPICAL LOT DETAIL LEGEND: EASEMENT UNE '- -- BUILDING SETBACK PROPERTY LINE LOT UNE -__- ROW • - •- -•- -•- WETLAND DEUNUTON WETIAND BUFFER O WEILND BUFFER MONUMENT _-- _--WETLAND BUFFER -MIR_-- -.... PL cL PL AT b' i551a 9x4 °Ea9 r roue, s� JD: 9 _ ♦ LeP SM I /3 .DnbT R]60 EPGCBJ4C0 k M+cM1 c Sod ppnlM T c nl 4]s] S aun.obN R MDOT 3]60 ANM93.if9 Co. held faro Q1.- 5 All r m. Noae L 74 Worn ] N 1. select GaMv Be- (•S.. Met. 7) I R�nl- Nbv R.aurea 60 I9 ea lax. ]. MY' '4 t E tl a.]5S G' Try w W ee F a -xee 6. ThR At a -emG r' ba AN'. do nmt oonolcuaton (II A9 .1 u,. b M Am. 7. A.1 oL oftn F ah < Yb P. aA, vm w f' P Lyn m m y1. uD. .de 0, araa4111J snot yo placca r, c..xa n Coe of r d-, -ro Mo. 5212 Nr ff� MRESIDENTIALEN TYPICAL STREET SECTION an PoL s ENGINEEEINa CEPARTMEM m- 5200 NOT TO SCALE rmxw4'ceuelo-unt uumeamin.Myulremennw.111YOIcnnxnunpMzoelyfb,EN[ w N. Ane Am a s, n.. x 3. x4 .¢ An I men a. nee Mx sewn rn. wam G%e.M sewn Mm. BuU, semaa ax n P'N- a du mean, a 6 NoDeP:x Pe, Hem AeePPM1 wonx. n e nada 3 Dzfi 6m n M NM N � ` m J � g m� ". w a z_ r ssN31 a Z o = � z aw g m a LLI 2111 io e1D d y I hereby cer111r Hot Iiia .P.m n.mmn elan. ra'.n PrePomd by me or under my A mna mm I duly Lm.neea PROFESSIONAL ENGINEER under D. I... m1 Ih. End. of MINNESOTA MARK MJECH. PE 6311 Dome, No. z no man s zs esu uA mG m sso 310 a AD 6So ID eNnnv:fe. a 3 o x 'An 6s.o n 3 Set 43U xo so zs 25 T 1®D�11.6. ss •, D ¢ m 4 a o m 6s. yin 4 ane Kno 70 6 3a ma...m a•m Is mG i 31 An s.r30 No ouNam anm ro a z]A 11 ]z133 a o ss An ]�mA 210 mo m 63�G Itom 4 .0 So IDD ]OD E 30 An 1111e In Me 963 mKo so.. M M me 1. n wow e4 a, IDWnn Ia4 ]D 6In m eve Nem N0 miaex�q.ew nwn. Sao o x an 1165E a xsD 35.0 m Monae x.y.ew n 4ys so 1. 100 a mo o memo afi.e 3 aA SD Mu vD'N.,nm.... s0 Too zs Ko, E mD SSA be 650 so IClo I M. be ufim 3o Ir. E5 Ss.s re 6311 :vwmu,m, a.emm. m D uAe] m a,.m R® sso mo �-'VuneDne IS.NI ea. 3S0 So I00 u A 21. GA.ro ' sI 03o N.We 1. 3s0 NSD EA aw' orunm:,ebao, 5 l OE IImNa 123W 1315 4A N'fNnm taih S A 0.v ss m 3 IED u 0 0 S 30 i.s a0 11.3 Na rid Na s 6 031 13 N 0 0 35.11 IID1 z50 630 II6N 4 .G o Na ]Ise 6 610 I e M,, IS sm 0. E_ 0 0 �A Na oIl."e, sso ss x o s 10 035 153N S3L 50ubI Se 35 M uea . sI. 50 4 90 21 SSO 1513 Ile 0.@ 31 XM ].4z1 sA me M5 IIIe Eso lyre S0 Ae 6511 oln/sD' 639 KSSI s,39 3o 10.0 9A0 Mu Ie10 2.0 N on van sso GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 65427 OFFICE: 763-032-0500 FAX: 763-032-4501 46 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 MAIN 612.758.3099 FAX w W w.alliant-inc.coln DESIGNED: OMWN: PROJECT NO: JF 7 SHEET F n CO M NM N � ` J � g m� w a z_ r Ix a Z o = � z aw g Q a LLI 0 Mma F LL EDU d y I hereby cer111r Hot Iiia .P.m n.mmn elan. ra'.n PrePomd by me or under my a rea euoervlemn mna mm I duly Lm.neea PROFESSIONAL ENGINEER under D. I... m1 Ih. End. of MINNESOTA MARK MJECH. PE MI. Dome, No. QUALITY ASSURANCE/CONTROL G DATE DATE ISSUE DESIGNED: OMWN: PROJECT NO: MPR ELL 315-0119 7 SHEET 7 of 32 GRADING NOTES: 1. All MN61HO SPACES SCOW. SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM CRUDE OF 2.05. ALL SNAL6 SHALL NOPE A MINIMUM SLOPE OF 2.005. 2 WE CONTRACTOR MALL KEEP ME ADJACENT ROAGWAPS {REE OF OVERS AND PREYIIrt WE CFF -ERIE TRACKING OF SOL IN ACCORDANCE PRIM ME REQUIREMENTS OF ME CRY µ0 WATBPaXEO. 3 NORM GOPHER STATE ONE CAL AT (BW)252-1166, SLB HWRS PRIOR TO START OF CONSIRUCTE N. 4. ALL IMPROVEMENTS TO CONFORM WITH CRY OF CWNHASSEN CONSTRUCTION SBW WtW SPEO.ON. Won EDITOR. S ROS( CONSTRUCTION EMRNKES SINLL BE PROAOFU AT AL CONSTRUCTION ACCESS POINTS. R ROPER TO CEDIECXNIGL REPORT AND PW.IER MNNI MR SOIL CORRECTION REQUIREMENTS AND TESOT& REQUIREMENTS. 7. STRIP TCPmIL PRIOR TO MY CONATRUCIION. REUSE STROCKPIIE ON SME, STOCKPILE PERIMETERS MUST BE PREMOTED'RATS SILT FENCE 6. %XOR TO STARTING CONSTRUCTION, WE CONTRACTOR SPNL BE R6PoNSIBUZ TO MAKE SORE THAT ALL REQUIRED PERMITS AND APPRNM S HAVE BEEN OBTAINED NO CONSTRUCNOIN OR FABRICATOR S. BEGIN UMTS ME CORRMTOR IVS RECE AID AND THOROUGHLY REVIEMID ALL PUNS MD OTHER DOCUMENTS APPROVED M ALL OF ME PERMITTING AVROUNG. B. IMMEDIATELY WLLOA9NS GRA NG OF (11 OR GREATER) SIDE SLOPES AND DRAINAGE SCONES, NAND FIBER BUM(ET OR OTHER APPROaEO SOL STABNiING NEW. (MPRDYED BY ENGINEER) SW.L BE AMUED OVER ARMORED SEED MIXTURE AND A MINIMUM OF 4' TOPMIL 10. ME GENT CON TRACTOR MUST OSO155 DONATION. PUNS WTX ALL SU DENWACRE. TO VON, NPDES REQUIREMENTS. W DEWATERING IS REQUIRED DURING CONSTRILRON, CONTRACTOR SHpUI➢ CONSULT WMR EROSION COMIWL INSPECTOR M. ENGINEER TO DETERMINE APPROPRIATE METHOD. II. REFER TO SIWMNAIEA ML.MTON PREWiRON PBW (SHFPP) FOR ALL EROSON ANO SEDIMENT DOMINION. DEVICE LOGTON, DESCRIPNWS, NOTES ME DETAILS INCLUDING CONCRETE WA9XgT STATION IN5IRUCTOH6. 12. RESTRA10 BUFFER MONUMENT SAWS SHALL BE INSTLIID AT EACH PONT WHERE A LOT UNE INTERSECTS PITH WE WEIAND BUFFER. 13. BALDING PERMM ORE REQUIRED FOR ALL RETAINING WA15 4 FEET IN HEIGHT M GREATER AND WE PALLS SHALL BE MONED BY A STRUCTURAL ENGINEER WTN NOSIO REVIENEO ANO AFFIRMED BY ME CITY` PRIOR TO INSRGL.ARON. 14. A 3 FOOT SVETT HUNG IS REQUIRED ACIP ALL INDUS 4 fig] TALL CR NI INFILTRATION BASIN NOTES: I. ALL TEM.ONNY EROSION CONTROL DENCES MUST BE INSTALLED PRIOR TO INSMWTION/CONSIINCION OF INI9LTRARON BASIN. 2. AL. STORMWATER RUNOFF SRI BE ONFRIM AWAY FROM IRRLRUTW AREA TO IEM,W, SEDIMENT MIND UNTIL WN 15 COMPLETELY ORERM AND PWTE0. d. CONSTRUCTION OF WIN SRL. BE SUSPENDED DURING PEtlCOS OF RAINFALL OR SNOWMELT. CONSTRUCTION SIMUL REMAIN SUSPENDED IF MINDED WATER 6 MOMENT CR IF RESIDUA SOL MOISTURE CONTRIBUTES SIGNIFICMRLT TO WE PEREIRML FDI, .MPACTlg1 4. COMPACTIONAND SMWING OF WE SOILS BENGM INE FLOOR AND SIDE SIDPES OF RIE NALIMRON SAM AREA SRI BE MINIMIZED. DURING SITE DEVELOPMENT THE AREA CEDIGTED TO WE INFILTRATION WIN SHALL BE CONDONED CFF TO PRENZT ACCESS BY HUN, EQUIPNEM. ACCOMUSE EQUIPMENT MR CONSRUCTUNG TIRE BASIN INCLUDES IXGVAMIN HOES. LOM EQUIPMENT PRI TURF TYRE PISS. MVgX EQUIPMENT OR WIDE ]PACK LEADERS. 5. IF COMPACI6N (C URS AT WE WE OF THE BASIN, WE SOIL SHALL BE REFWKIURED TO A DEPTH AT LEAST W-.. IF WAKING .CURS. ME SMEARED MEAS OF WE INTERFACE SPNL BE CORREGIFD BY WING DIV ROTO -OWNS. 6. WN1PgCTRR TO NO TEST PS DURING TIME OF C0.YSIRUCIION TO EVALUATE ANY MSSIRE NEEDS FOR SOIL WXRECRONS. ENGINEER TO REVIEW TEST PTS M DETERNINE WE NEM MR AN UNMADRNN MR EQI-ER TEM ERARY NRF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDMWS DEVELOPER: PROMIEENCE 55, LLC ,dd.B.NE AVENUE MGM SURE 4W GOLDEN VALLEY, MN Bx21 ROCK WEEPER (NTS): 1/2'-2' RINK 1:2 ELOPE WATER' INFlLIRATON BASIN BOTTOM I. ROCK WEEPER PROFILE VIEW CEOTEKnLE WIFE RNR TIPS IV ... NOTES: OOM OF RIPROO 1. SEE ANWT SPECS 2573, NED I, 37M k MEN 2. CUSS 1-N RPMP SPEC. 3501) WTIX GEOIEMILE FAUME TUNER. Mi, N (SPEC 3733 GRADING LEGEND RETAINING WDLL MAN POR RDxmu ■ • PROPOSED GTCH &SINS PROPOSED STORM SEWER RAn Gwnwx - PROPOSED EASEMENT PROPERTY UNE SETBACK LINE LOT LINE RIGM-OF-WAY TREE PROTECTION LIMITS WETLAND BUFFER MONUMENT EXISTING VEGETATION LIMITS WETLAND BUFFER GONYEA HOMES & REMODELINI 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7631324500 FAX: 76313224501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Mary 612.758.3099 Fm w .alliant-inc.Com h N GO0 ED CO WED Zz 5m I xnner -HILL that mu Plan, eP¢Illcallon, o �Ptan wa ei el sup I[Iun antan,, that I am a aulr U..na.a PROFESSIONAL ENGINEER under M. Ia.. W It. Shn. of MINNESOTA MARK RAUSCX. PE Dale ua.n.. x.. QUALITY ASSURANCE/CONTROL DESIGNED: MPR ORAWN: ELL PROJECT NO: 216-0119 10 SNEER 10 of 32 -------------- EXISTING CONTOUR _�(I PEVIEW wO`µ`I� ` FO ` `� , Hyp JtON P�SR OXAS NOS FOP —7B9— b2.64 bg1 RO 20oR W 0* PROPOSED CONTOUR — — — — — PROPOSED SPOT ELEVATION A BOTTOM 0 WALL ELEVATION -- -- DIRECTION OF )MNAGE WALK OUT EMERGENCY OVERFLOW ROUTING PROPERTY UNE SETBACK LINE LOT LINE RIGM-OF-WAY TREE PROTECTION LIMITS WETLAND BUFFER MONUMENT EXISTING VEGETATION LIMITS WETLAND BUFFER GONYEA HOMES & REMODELINI 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7631324500 FAX: 76313224501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Mary 612.758.3099 Fm w .alliant-inc.Com h N GO0 ED CO WED Zz 5m I xnner -HILL that mu Plan, eP¢Illcallon, o �Ptan wa ei el sup I[Iun antan,, that I am a aulr U..na.a PROFESSIONAL ENGINEER under M. Ia.. W It. Shn. of MINNESOTA MARK RAUSCX. PE Dale ua.n.. x.. QUALITY ASSURANCE/CONTROL DESIGNED: MPR ORAWN: ELL PROJECT NO: 216-0119 10 SNEER 10 of 32 sso --vn oo p I oo� poo I L. I n3o 9261 990 ..� rn q�rbri I 1.950 _ 940 930 E 920,. in •• 920__ rm 910 9W e90 ' e90 990 -..- 990 670., -.... 970.. Road B - Profile 0 50 100 200 SCALE 9 rw _ ,� m • w ,wne, I i 950.. 940' F Q 940 930 8 930 920 G 920 I I 910 900 990 e90 670 -. 090... .,I '670 Road C - Profile 111m Road A - Profile Road D - Profile F° �M\N �1EW °LN Y LR G°NStPUGt\ON PatioE Road E - Profile El GON ooA HOMiNcs 1000 600NE AVE N. SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-4324500 FAX 7634324501 P1 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 W, 612.758.3099 F. wvrw.alliantAnc.cofn 1 M1ere6Y carlifY Ixcl II,Is Plon aped%mollon, o ,eporl w P.epa.94 Mr m. 1weer mr tli,ach pervision ontl 'h.R I am c aulY ucenmrd PROFESSIONAL ENGINEER wtler Ibe Iaxs of the Sinhe c1 MINNESOTA MARK RAUSCN. PE wt. uowee x.. QUALITY ASSURANCE/CONTROL )ESICNEO: MPR )RAW ELL 'ROJECT NO: 215-0119 13 NEET 13 of 32 Q G n M � ~ rn >a W m O J �w a o a 0- 0 �w O�w Z 5 Z 0 Q CC cc IL m U a C.S 1 M1ere6Y carlifY Ixcl II,Is Plon aped%mollon, o ,eporl w P.epa.94 Mr m. 1weer mr tli,ach pervision ontl 'h.R I am c aulY ucenmrd PROFESSIONAL ENGINEER wtler Ibe Iaxs of the Sinhe c1 MINNESOTA MARK RAUSCN. PE wt. uowee x.. QUALITY ASSURANCE/CONTROL )ESICNEO: MPR )RAW ELL 'ROJECT NO: 215-0119 13 NEET 13 of 32 WETUrvD3 NOTE TO CONTRACTOR: WE MASS GJAOING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST MADE BMPS NEEDED AFTER UTUn CONSTRUCTION ACTIVITY). THE RAPS ARE TO SE WSTAl1ED AT A MINIMUM AS SHOWN IN WE PUN, IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLWENTATCN TO PREVENT Siff EROSION OR SEGMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REWIRED TO COMPLETE TIE MASS GRADING ACTIVITIES AND WBSEWENT TEMPORARY SOL STA&UZATICN NECESSARY TO PREPARE SITE FOR MEET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT WE COMPLETION OF MASS GRADING NOOK AND SATISFACTORY SIZE SOIL STABILIZATION. WE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NEEDS PERMIT RESPONSIBIUTES TO THE STREET AND UTILITY CONTRACTOR AND THE cln. WE STREET AND UTILITY CORTRACTfM AND On WILL MEN ASSUME WE RESPONSIBILITY TO PROVIDE INSPECTON AND MAINTENANCE OF ANY IN—PUCE BMPS AS WELL AS INSTALL ME ADDITIONAL BMPS REWIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SYRPP. UPON COMPLETION OF STREET AND UTUTY CONSTRUCTION, ME STREET AND UTUTY CONTRACTOR SHAM REMOVE MY BMPS INSTALLED DURING ME SMUT AND UTILITY PHASE MAT ARE NO LONGER REWIRED AND COORDINATE ME TRANSFER OF NPOES PERMIT RESPCNSIMUTIES BACK 10 ME DEVELOPER OR TERMINATE ME PORTON OF ME NPDES PERMIT TRANSFERRED TO ME CITY AND MEAT CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: TBD GONWA HOMES & REMODELING 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY, MN 55427 CONTACT: BILL COFFMAN \Si; PH: 763-432-4500 p EM: billcoffmamOcbburnet.com CONSTRUCTION SEQUENCING: MASS GRADING PHASE, 1. INSTALL STABIUMD CONSTRUCTION ENMANCES. 2 PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL ME PPE—GRADING SILT FENCES AND INLET PROTECTION SI ON ME SIZE. 4. CONSTRUCT All PRE—GRADING EROSION AND SEDIMENTATION CONTROL BMPS. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PUNTNG. 5. CONSTRUCT POST—GRADING SILT FENCE ON ME SITE -- STREET & UTILITY PHASE: I. INSTALL UTUTES, UNDEPLRAINS, STORM S.E. CURBS AND WHERE. 2. INSTALL RIP RAP AROUND CUTS LET SWUCURE 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWTA STIRPMRER 4. PREPARE SIZE FOR PAVING. 5. PAVE SIZE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST MEET AND UTILITY SILT FENCE 8. REMOVE ALL TEMPORARY EROSION AND SEGMENT CM70L DEVICES (ONLY IF SHE IS STABIU7ED). IF REQUIRED BY ME CONTRACT SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 15.0 AC SILT FENCE 6,548 LF INLET PROTECTION 40 EA BIOROLL TBD W/ FINAL PLANS SEED/S00 POST GRADING AREA 20.5 AC NOTE: 1. SEE SHEET 17 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS, SFOIMFNT BARRIERS 1. SILT FENCE (MihDOT 3886) 2. CURB LOG 3. ROCK WEEPER ANT—TRACK NO CONTN[M 1. 2 CRUSHED CLEAR ROCK (LAND DEVHAPMENT) TEMPORARY SEED MIX 1. Mn00T-100 (OATS 20-120 DAY STABIULITON) 2. MnDOT-1S0 (1-2 TEAR STASIUZATON) 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD STAB 117AMIN RMI 1. STRAW/HAY MnDOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET MGDOT CAT. 3 3. HYDROMULCH MMOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORM AMERICAN GREEN OR EWAL—MNDOT CAT 6 GRAMNG ACTIVITY 1. CONCRETE WASHOUT IS DONE BY TRUCK WIN A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY WE CONCRETE CONTRACTOR. ACTIVE SWPPP SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN dIL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM mom ROLLS / MULCH SWNS SILT FENCE TEMPORARY NIILCH COVER TEMPORARY HMROJULCH EROSION CONTROL BLANKET ROCK DMVEWAY / ROCK PADS INLET PROTECT. DEVICES PAVENINT(DRIVEWAY/ROADS) BUD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 FAX7634324501 6 ALLIANT ENMINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAw 612.758.3099 FAA A WVM.alliant-Inc.corn 1 Aereby ..Oify apedfloaflon, or prepared by mwi direct m.P.n'N am a duly Ucor PROFESSIONAL EI III. Iowa of 16e MINNESOTA MARK RAUSGH. PE Ft Qz 0 U M f M Z 7 W 5 LU W CL a a a Z_ Z O IL 2 IL w hot this plan reparld:aany ,ml that I red GINEER under Stcle at Dal. Uoene. No QUALITY ASSURANCE/CONTROL BY DATE DESIGNED: NPR DRAWN: ELL PROJECT N0: 215-0111 14 SHEET 1 4 of 32 FF Ml6F,N 5. / IT ar [ mI�Mn AT 1. mm .-.F re�zz n� :tll SILT FENCE MACHINE YI UCY) OCR^_F NEAvv Cor, `. I A US NO HIMAS z - �TIIAXEG .PLD N. GAM Nulu OF CMSINCMxELT PENSE Note EXECESSM Ts TGE 0' UI 6-O�SIn? FENCE "A IFEEM TER 11Md SILT mom FENCE 10 HOME, ENGINEERING DEPARTMENT 5300 GAsvEcv�51ro EROSION CONTROL GENERAL NOTES: so G'MINDEPTI FOR ROCK 1." IN UEPTN 1. ..'ES 1. NO LAND DISTURBING M1MIY SX4L OCCUR UM A GUENG MANE INS BEEN ISSUED FROM WE CRY CF CPANWSSEN AND TIE WATER9IED DIEACT.. 2. SCSI HANDSOME nLLLIIC6 (B P'S) REFER TI BASION AND SNMMEM C0yWPL PRKIILE DEPENDS IN WE MNA PROTECTING WAIF OWLIY IN URBAN MEAS MV TIE MINNESOTA CONSTRUCTION SEE EROSION AND SEgMEM LONISOL PLANKING NANq. K 3. ALL B IPS SELECTED SNALL BE MPROPRRM FOR ME TMM E OF YEAR. SEE CCNSTERM D 6lIIMT:D DURATION OF LSE .. ALL HUX AND WTFWS SCOL BE CONSTRUCTED ACCORMC TO ME APPROMED PVNS B. O FRAM ME MFlMYED PIANS $LUL REWIRE WAETN APPROVAL FROM ME ENGINEER OF RECORD. S. A COPY OF 1765E PWEi MUS BE M WE AB WE WIGI.A WNSIRUETON IS IN PROSEES. 6. TIE 6 -ONE OF ME VNO SSNRBWCE UMTS SHOWN ON ME PEAKS SNALL BE CLEARLY RAGGED IN LNE RDD PROS TO CONUMMLTdI, NO D6 ANANCE BEYOND WE dSNRBED UMRS. ]. WXETEVER POSSIBLE, PRESERIE ME D2mNG REF$ GRASS AND DTXER M£IATK LOVER TO HCHE RVEF RUSBFF. S ESMUSH A PMdWNE VE OORE CU'R ON ALL EIMOSED SpX$ WHERE WHO IS COMING OUT OF AGRICULTURAL PROMOTION. PLAT M SOON M POWDER TO FORBUSH DERE ORM$ PETER PRIOR T CR.CN AND T) MNIMZE BES, STRAIN. 9. ALL MR$ NOT UNMET FOR MO/RE. SINGLE BE PIXNECTED. W NOT OPERATE EQUIPMENT WENN ME DPoIt ROOT ZONE Oft WTWN WEE PAGMCMN FORCE ARV$. IN . ALL MOUGH AND SEDIMENT CONTACT, FACUDE (BW$) SNARL BE INSTILLED AND N WEI PRIOR TO VNO gSND6MCE ACIMEES AHD THEY SMALL BE SATSACIO•iLY XHUd NM UNTIL COXSMUC DN IS WMPLEIED AND ME FNEMGI FOR FROSION HAS PASSED. 11. SILT FENCE 6 REQUIRED AT WAN GRA ENT PERIMETER OF WEEKS) AREAS AND SOLXRLES. MONE WEIVNE6, WATERWUR56 AND ADJACENT PROPERTIES FIRM SEGMENTATION AND SORMWATER RUNOFF. 12. ME BMP$ SIOYM ON ME PVNS ARE ME MINIMUM REQUIREMENTS MR ME M'IMIPAIFD SEE CONT AS CONSCRIPTION RUMORED AND UNEXFECIM OR SEASONAL CONWRNG DICTATE ME PERMRRE/WNIRALTgR GRAL ANECIPATE TNT MORE ONES WILL BE NECEREARO TO ENSURE DAMON MO SEOIMBR COWELL W ME SEE. TURING ME COURSE OF CONSTRUCTION ' ON TRUCTdi, R IS ME REPoNSIBIUTY OF ME PLROFFER TI ApOFR AW MAT WY NEW COMONORS BE GFUGGEO GO CONITELOWN ACRMTER AMl/OR WNATC FlcN15 MD TO PRIME AODRICWL Mn OTHER AND ABOK ME MINIMUM ROLIREMEM3 BROWN GN ME RN6, AS EXI BE NEMM TO PROVIE EFFECIIYE PRBEETKKR OF WATT W ME R60MCES THY WE UPS BULL R ASPECTED ONLY 6Y ME PERMRE/CCMMCTOR MO I.WMNNM M NECEGLRY W EASME MBR MNRWEO NXCTOMN6. SLT FORCES CIFMEO OR REFACED AT SEDIMENT WINK OF 1/S C£ ME FENCE RWM, A LAND DISTURBINGMM TMEBRUNEIECNR IN INXp OF WOSWFI2 SIZE SUCH TAT AMNAyE UP RO CONTL CW BE PERNOM MRW6HWR ALL PRISES OF CONSTRUCTION. ME SMALLER PRACTICAL. AREA SIAL BE CMSD) OR OMERMSE gSNRBD AT ANY ONE THE. I5. OPERTE TRACH EWIPMFM IWZER) W MD DOWN D. SOL SLOPE ON RHA. PASS TOWNS TACK OROULS PENPENOMUIM TD ME RAPE GO XO! BYX-BLADE RUYE A WRFME ROUGH T MINIMOE EROOW. 16. All AREAS DISNNBOR BY OCXSINUG M SWa.L BE SMNZED MGM EROSION WITHIN ] DAYS OF SUGSTARNAL CWP` MN OF GRACING W MAN MFA THRPLNRY S® MMULCH SHALL MUSHALL COHEN ALL EXPOSED MILE IF CRASHESWMRETOX 6 OEUYED LONER TRW ] DAYS. PERMWFM BEB MD U. OR SOD M REg WEEN 5 WON OF COMPLETION OF RNLL GRADING. IT. GENNI TE RMARM S® WALL M MNWT MIX ISO B 100 M. PM AEFE OR MPROhD G WL PERWNEM SED SWR. BE MNODT MIX GEN O ISO IBS PER MORE OR MPR0.ID MARL (PARTING DATES PFR SPEC 2575) MULCH SMALL BE MOST TYPE 1 (CLEAN CAT STRAW) B 2 TONS PER ACRE MD DO WHOM IN PLOT OR MWflOAM AWA. FERIA WILL BE 80-S-110 NPK PER ACRE (UNLESS P MEMBERS APPLY) AND NWRMRIM INTO ME $EM E0. IB. MEMAND BEfFFR WAR SRL E BUNG W ACCOflOWLE WHO LAND ARIL PVN. 19. ALL TEMPDRARR GOSMN AND UOIMEM COMEOL MEASURE SIAL BE PROPERLY g ENDEN OF WRNIN 1RXIY IS ED.. 0 WK MER MAE SEE STABILIZATION 6 ACHEED OR ATTAR ME TEMPORARY REASURFR ARE NO ZO M ALTFRIATE GROWN d SEDIMENT BNRROL PLN SCOL U RAIRM MR WIG DISNREFNCES ON SAM LOT M PART OF ANY NNRE BOILING PERMIT MR ME CWISRUCIMX OF STRUCTURES AND DOEWAYS. 1'-2" CLEAN CRJSHEO ROCK 18' GRAND CUT OFF 3GM / 1G N••E,\ TO MINIMIZE RLYIEFF FROM SITE / FILTER FABRIC FTE 71_TER FABRIC STALL RE PucrO UNDER ROCK O STOP MUD 41CRATd1 TIFOUCX ROCK. QFFUF I ROCK CONSTRUCTION ammENTRANCE ENGINEERING DEPARTMENT vMIE No: 5301 EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WRACO,LLD.SHN(OPEE, MN., ESS EROS., CORCORAN, MN. OR --OVAL =S MESE ADS $Tawpwrl` Dom£ .M AV no- IF MODEL#CC23 4 BRNy NUME 1. CLEAN FILTER MCGN A_TtR E%N RAIN e2 -NT AND REP -ACE IF FILTER IS C -OWED WITH SEDIMENT. 2, REMOVE DEBRIS/SEDIMEM FROM RECEPTACLE AFTER EACH PAN EVEN. affOF I CATCH BASIN Maw SEDIMENT TRAP mEaTex2n ENGINEERING OEPARTIAENT MARE ND., 5302A 1. PRIOR TO ANY WNSTRL'LTDN BY MHOLTEION. SILT FENCE PNO nomys 9V11 BE INST. AS SHOWN! T) NIKKEI RUNDE R 2. ALL EROSON CONTROL FLSIµlA S SIAL REM4N N PLACE AND HE NAIHTIJIFD IN (Y.'OD WNgIpN W TIE COIRRN:Igi URAL TIE SIE HAS BEEN RE-YEDUATL, CONTRACTOR MAY REMOVE NECESSARY SILT FENCHUMALTFS TO CONSTRICT RYWMAYS MILE MVMurvmC ADEUDAIE EROSION WMROL W ADJACENT MFA 3. SIR NEW TOPSOIL WALL BE SIOCKPIIID M AL CW TW ME RPU NE OF A' OF T03gL FOR DSTURUD ARCS TO BE RE-VEMETET. I ME CCMRCIOR SNARL SCHEME SEE .TECTAL, MUTY WSTAWW MO TPAVFLffM Po16TRULTNRI EO TAT ME OFNEREL SITE WI BE MULCHED AND RE -SHIM 50.E ATTER D6NItBLNCE ARF/5 THAT RLL NOT BE SUBJECT TO WNRRUCIRN Went SIAL BE SEIIX) ONI MN ISO O ICOI/AL AND MUNCHES OR SWDPO WTWN SEVEN (T) DAYS OF ... 05NRE L S. CCRIMCTOR 9lLLL INSTALL BROWN CONTROL DMCES AS INDKATD W THIS WISILW CONTROL PIAN AND MY ADDITIONAL REWIRED EARM ON MEANS, uEWOAX MO SEQUENCES OF D]NSTRUCTON, SEDIMENT CONTROL PRACTICES: 1. AMMUCE WHTNOL PPACIWE6 MUST MINIMIZE MOMENT MOM EMMNG SURFACE %M No NCLAM. WRB AND OIRIEN SYSTEMS AND STORM SEW FA TARTS 2 SOMMEM CONINOL PRAETCES MUST BE 6(IBtIB. ON ALL WARN ..I. PRATES BEFORE AM IMANDENT PND DIETUSBMG KTNRES SI MESE ntIGRCES BXNL RENG. N PACE UNTIL HWL STABIU]ARON WS BEEN 6q&ISXEO 3. WE TMIHO OF ME INSTALVTON M... O]NIROL PRYTEM DAY BE tAN5TE0 TO ALCOMMSHATE MORT-EPM ATRYIRES SUCH AS .'NO OR DRUB&NG OR PAS4LE OF KITCHEN . SHORT-TERM MTMII' MIDST R COMPLETER AS QUMMLY AS POSSIBLE ANG ME S CH EM COMNB PRACTICES MART BE INSTNLPO IMMEQATELY AMER ME MATY IS COMPLETELY. IpWC2R, SEDIMENT WMLML PRACTICE MUST BE INSINlm ... ME HEIR PREtlNTATON EVENT fliN IF ME ACTM1TY 6 NOT COMPLETE e. ALL STgAI MAN MILTS MST BE flNRCTEO BY MPROPRMTE .. PLUS COMEDURRUCTON UNTIL WILL MURPFS WOX PMMTLL FDR ENCWRGING TO ME INLET HAVE BEEN o. to iB1PCRAW DOE SICCSo. USE WAGE SILT FENES OR OTER ERELTM1E SEDIMEM GMWdXM. AND CANNOT BE TALO IN SURFACE WATER[ MENDINQ BEONM WAMR CCMMANCES SUCH M CURB AND OMM $STEMS. OR CEOMEB ANO DMNES, S. SE COMMUCMN EH .. NIL BE AS SI I. M ME PLA. RMS WAIS ..I ETOPNCES SAIL BE RISIILEO AT SAM ENTPN M FINAL STABILIZATION: ME CONTRACTOR MST ENSURE FNAL STABXRATON E ME SIZE. ME WMPKIDQ MUST SUBMIT A NBME OE TppIUATOX (HOT) WRNW 50 GAYS IF1M RXLL CONTROL or S SUBMIIT A OCR TOMER OMNER/CPERNR (FEXMIREb WS A45UNF0 WHITER E All AREAS OF ME SE TAi RK NR UXpFRGpHE RNLL 3IPBIUTATg1. MAL SEM..N PAN BE AMEYID N ME MLLOWING WAY: A .AL MNNAGE OEMSE WISRUCIED TO DEAN NITER FROM THE SE ARMS COISIRUCOON IS COMPILERS. MUST E SEMIUZG TO PRECLUDE DRAWN; B. All TEMPORARY SMXETIC. MU SIRUCNRA. ERORON PiEVFNnON AND SMIMEM CONTROL BTPS (SUCH AS SILT FERLE) MUST BE REMOVED AS PAM OF ME SINE EVNL STGENCENTON; AAD C. ME WXIWL . MST CION OUT ALL $%STINUM . COMhI'ANCM Ron SAMPLE EROSION CONTROL . A PLAN FOR INDIVIDUAL LOT$ L _YEMEN X LOT I rtn'r AX WNHA wi o ey. Ir on jj. woo LOT 2 LOT ] W I rt,P'¢TtlEIpP.W OWNER BERRIMNT CONTROL ry w-ixlnmorta'ea'muL aaa. ..NN must be LIT. bvlw. uny/ml IWAMWOm9 v.Im14 ` If"E.W M.P.-1 amlrtla W .E. EIpepe,ly ova a eel More. Not. toll eedvml w ee nee] to pnNa. 111t.lnmevt by toeop P -M-1mobo, ep 'oPeety. emlMe ItMI- LA: e. lMR1 mulM . IM, mJ/v..II lent.. .e MNDvt epee aTI WR2BIE, Temporary For, Y.. eevoot be plee iv III melee, wrtoae nIt-. n .n puNI XX ava meal hove pmmMv'E.HN OSION `R "AIR -M. WEoe . minimum .1 FB of. vT "AMI. Cov.beeM1 .oY.o.e-I to V aeon PTIh1A.W of . a.on, M s MIT— Xauu RoolEN ,no",' vYnE5 w AE <b at R N.... ae n o reel y nw.e cbNon b.e Em IM PINoW aompIlt, need a ty SHIM NI • Wo'e-Stem➢ NEW, 'KI m p1 . w smaW m "Pt'" v' ..1 the rtme "M mwy.r Po___t Me"b" ' SW. "Bot 4W On k 2375`mP $role. -NIM ENNINI - ..I RPo ` Swole.-Need N G .-A it I MIr IOCI a 9n.ler. �QIRUF EROSION CONTROL FOR uuenOeI= T INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT I "T' NN.. 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: I. INSECT SET FENCE MMEDMTLY AFTER EACH RNNFNL ANO AT DEAN WLY DURING PAIL0.4GE0 RAINFALL IMNEWHELY BEGAN P. OR FNIINC SILT FENCES 2. REPVLdEM - FABRIC GRAVEL OF flrp4LED MGW11 WARN R Moo. OR BECOMES INESTEME VE BEFORE ME BARRIER 6 NO LONGER NECECONS, 5. SEDIMENT Rag - SEDIMENT DEPOSITS HHOULD BE REMOVED MER EACH STORM CAERE. THEY MUST BE REWIEO WHEN WEBB 5 RFPtR MPRO%PARLY ONE -TIRO ME XBGM OF ME BARRIER. ANY SEDIMEM RUA IIING IN PLACE ARTHUR ME ELT FFNCE OR FEWER FABRIC IS NO LONGER REWIRED SCOL BE ORES4D TO O]NFORM WIM EXISTING ORM[ %i M. AND =M WITH THE .APRWRME SEFD MIX OR SODDED AS TRECIED BY WE EN.. 4. RR.RAAL OF SILT FORE - BELT FENCES SEAL R WEAMED WHEN THEY HAVE H. WIM LI PURPOSE BM AVT AMOSE WE UPWARD SLOPING MG HAS F$i PERWRENRY CAUSIJZm. IF ME UPWARD SLDPNO AREA IS TO E EXPOSED WHOM TXW BX 0 MORINS, TINT ARM SELL BE CYMRm WAT' WITH TEMPGMEADA N WHEN FREE E%PARED. 5. ME WNIpACNR MUST RgIONRY INSPECT ME CW6TNIETCN SR ONCE EVENT SEVEN (]1 DAYS DURING AERAS CONSTRUCTION MO WTNIN 24 XYIPS MER A RAIMAIL EVERT ONFAIER TVN 0.5 INCN6 IN 24 MOUE. G. ALL 95ErnAND D WIXIBWNCE WHIMETEM WRING Cg6TR M S MUBE RECORDED W MEMO AND THESE RECORDS MUS E RUMUMEO WIT ME OWNER RECORDS W CAN INSPECTON AND MMEENANCE ACTMIY SIAL MCWDE: A SAM AND TIME OF IM¢ECRENS: 9. MWGMS £PINSCW CONDUCTING INCESES G C. oRPE)TONC, INCLUDING PEWMMEMA MAN DNJRECRVE AMyXl D. CORBECTNE AC MWS TAXES (INLWgNG SWISS TME, AND PARTY COMPOUND LWNTWCE MIMES, E RATE AND WENT OF ALL RANFNL EVIIRS GREATER TNM 1/2 INCH (OS INCN6) IN N HOURS F. DU UmE OF DEMANDS MADE TO TE EMPIRE M FUNDED IN PAR GUAR. 1. WNEE PREM OF ME COHSTRVCTOV FIM WAYS UNDERGONE BRAL STMIIIIATON. BUT WORN RNVM W OTTER PARIS OF SITE. INSPECTIONS OF ME ... AREAS MAY BE REDUCED TO ONE PER MLNUT WHERE WORN HAS SEEN SUSPENDED DUE TO MM GROUND GONDFFORS. ME REWIRED INSPECTIONS MO MAIN ENANCE MUST TME PLACE AS WN AS M 9NEFT OX UES AT ME SIZE OR COME WHO.PPWR To RESUMING WNSIIO IRUCX. WHWEYER POLLUTION PREVENTION MANAGEMENT MEASURES: THE CWIIBKTOR BAIL IN EMINT ME fO11gYM6 PoLLVIIOR PREMEI IMRDEMFNF ... ON ME SIZE: 1. COULD WPSIL pO. SEg.. MPPALT MO CONCRETE MINIM$ iLMTHDEBRIS. PAPER, PLACEI GICgBTRICMN AND BEARD MM BEIRUT MD .=I.. MM WHIM MAUI R DDU SED OF MCPENLY AND MIDST COMPLY WENT MPG I. P£WMMENR. 2. RAMOUS MAAERAL On. GARDENS, PALM AND MY WSMCOUS SYBRMCE MUST BE PROP' OSES STORED. UNLADING EL.. CAMP ... TO Ed.... LFNW S Ed OER DISEIIMGE RESTRIYCED ACCESS M Syl MEAS MUS BE FOHEED TO PREVENT MMDWSN. RE MDR, AND DISPOSAL OF HAURMLLS WASTE MVS E IN COMFWNU WTX MPG REOUVTNRS 3. CONCEDES WASHOUT IS ENE TMIIX E MO. MIX A YDBGF WASROVT MT UI PRONED AND COMPLETED BY ME NXCREIE CO ERALTDR BASES MORE M CONTAINED O WASTEPB . DSPF9D BF. A No SGIR DEGF6ASING E ALLOEp ON SEE SEODERN LAW ECUURITY TO THE SMALL POST MEMBER TO kCUM FILTER FARE'' INVO 1G%s.s, a NREL O. CA sNALL CONSTRUCT SLT Bot U) FIT aaF P'E INLET STRUCrUM UT1 V MINIMUM T.Y'CE TO EDGES OF ET CnRE EST BOX FNCEO 0 AN EVEN SURFACE 6' BELOW OPE', TOP OF A LT BOX TD , _ IF v E11MN A30\S ErlTIIG GRADE �{Se¢AT­ nuwxo,amrl vl.xlmexwt H ArAo«mm m SA e EROSIomC NRCC AW_ A1lAn0x 2" X 6' XONIFORTAI MEMBERS GREEME MOM WAVING TW AMC UswG 1 -ISO CONACH NAIII POST 2' WASHED ROCK CHEEP % y WFLE �affoF SILT BOX SEDIMENT TRAP a oAspe64u0u ENGINEERING DEPARTMENT NAMENG' 5302G �,m,sma®vxnnmv FOR P\\`� •`� ' PREF °°"StR NOZ FOR IlOPETRAOOHF GONYEA HOMES & REMODELINGS 1000 BOONE AVE IN, SUITE 400 GOLDEN VALLEY, MN 5542] OFFICE: 7634324WO FAX: 763-432-0501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 WIN 612.756.3099 Em vNww.alliant-inc.com v L m`w AIN. CaIRFu M' �e LLN� SILT FENCE. PREA54YRLED(J,j1 SLC X unx -aN WE vENCE OF FOO 3tlILNT Cd1T_O., I I OF CMSINCMxELT PENSE Note EXECESSM Ts TGE 0' UI 6-O�SIn? FENCE "A IFEEM TER 11Md SILT mom FENCE 10 HOME, ENGINEERING DEPARTMENT 5300 GAsvEcv�51ro EROSION CONTROL GENERAL NOTES: so G'MINDEPTI FOR ROCK 1." IN UEPTN 1. ..'ES 1. NO LAND DISTURBING M1MIY SX4L OCCUR UM A GUENG MANE INS BEEN ISSUED FROM WE CRY CF CPANWSSEN AND TIE WATER9IED DIEACT.. 2. SCSI HANDSOME nLLLIIC6 (B P'S) REFER TI BASION AND SNMMEM C0yWPL PRKIILE DEPENDS IN WE MNA PROTECTING WAIF OWLIY IN URBAN MEAS MV TIE MINNESOTA CONSTRUCTION SEE EROSION AND SEgMEM LONISOL PLANKING NANq. K 3. ALL B IPS SELECTED SNALL BE MPROPRRM FOR ME TMM E OF YEAR. SEE CCNSTERM D 6lIIMT:D DURATION OF LSE .. ALL HUX AND WTFWS SCOL BE CONSTRUCTED ACCORMC TO ME APPROMED PVNS B. O FRAM ME MFlMYED PIANS $LUL REWIRE WAETN APPROVAL FROM ME ENGINEER OF RECORD. S. A COPY OF 1765E PWEi MUS BE M WE AB WE WIGI.A WNSIRUETON IS IN PROSEES. 6. TIE 6 -ONE OF ME VNO SSNRBWCE UMTS SHOWN ON ME PEAKS SNALL BE CLEARLY RAGGED IN LNE RDD PROS TO CONUMMLTdI, NO D6 ANANCE BEYOND WE dSNRBED UMRS. ]. WXETEVER POSSIBLE, PRESERIE ME D2mNG REF$ GRASS AND DTXER M£IATK LOVER TO HCHE RVEF RUSBFF. S ESMUSH A PMdWNE VE OORE CU'R ON ALL EIMOSED SpX$ WHERE WHO IS COMING OUT OF AGRICULTURAL PROMOTION. PLAT M SOON M POWDER TO FORBUSH DERE ORM$ PETER PRIOR T CR.CN AND T) MNIMZE BES, STRAIN. 9. ALL MR$ NOT UNMET FOR MO/RE. SINGLE BE PIXNECTED. W NOT OPERATE EQUIPMENT WENN ME DPoIt ROOT ZONE Oft WTWN WEE PAGMCMN FORCE ARV$. IN . ALL MOUGH AND SEDIMENT CONTACT, FACUDE (BW$) SNARL BE INSTILLED AND N WEI PRIOR TO VNO gSND6MCE ACIMEES AHD THEY SMALL BE SATSACIO•iLY XHUd NM UNTIL COXSMUC DN IS WMPLEIED AND ME FNEMGI FOR FROSION HAS PASSED. 11. SILT FENCE 6 REQUIRED AT WAN GRA ENT PERIMETER OF WEEKS) AREAS AND SOLXRLES. MONE WEIVNE6, WATERWUR56 AND ADJACENT PROPERTIES FIRM SEGMENTATION AND SORMWATER RUNOFF. 12. ME BMP$ SIOYM ON ME PVNS ARE ME MINIMUM REQUIREMENTS MR ME M'IMIPAIFD SEE CONT AS CONSCRIPTION RUMORED AND UNEXFECIM OR SEASONAL CONWRNG DICTATE ME PERMRRE/WNIRALTgR GRAL ANECIPATE TNT MORE ONES WILL BE NECEREARO TO ENSURE DAMON MO SEOIMBR COWELL W ME SEE. TURING ME COURSE OF CONSTRUCTION ' ON TRUCTdi, R IS ME REPoNSIBIUTY OF ME PLROFFER TI ApOFR AW MAT WY NEW COMONORS BE GFUGGEO GO CONITELOWN ACRMTER AMl/OR WNATC FlcN15 MD TO PRIME AODRICWL Mn OTHER AND ABOK ME MINIMUM ROLIREMEM3 BROWN GN ME RN6, AS EXI BE NEMM TO PROVIE EFFECIIYE PRBEETKKR OF WATT W ME R60MCES THY WE UPS BULL R ASPECTED ONLY 6Y ME PERMRE/CCMMCTOR MO I.WMNNM M NECEGLRY W EASME MBR MNRWEO NXCTOMN6. SLT FORCES CIFMEO OR REFACED AT SEDIMENT WINK OF 1/S C£ ME FENCE RWM, A LAND DISTURBINGMM TMEBRUNEIECNR IN INXp OF WOSWFI2 SIZE SUCH TAT AMNAyE UP RO CONTL CW BE PERNOM MRW6HWR ALL PRISES OF CONSTRUCTION. ME SMALLER PRACTICAL. AREA SIAL BE CMSD) OR OMERMSE gSNRBD AT ANY ONE THE. I5. OPERTE TRACH EWIPMFM IWZER) W MD DOWN D. SOL SLOPE ON RHA. PASS TOWNS TACK OROULS PENPENOMUIM TD ME RAPE GO XO! BYX-BLADE RUYE A WRFME ROUGH T MINIMOE EROOW. 16. All AREAS DISNNBOR BY OCXSINUG M SWa.L BE SMNZED MGM EROSION WITHIN ] DAYS OF SUGSTARNAL CWP` MN OF GRACING W MAN MFA THRPLNRY S® MMULCH SHALL MUSHALL COHEN ALL EXPOSED MILE IF CRASHESWMRETOX 6 OEUYED LONER TRW ] DAYS. PERMWFM BEB MD U. OR SOD M REg WEEN 5 WON OF COMPLETION OF RNLL GRADING. IT. GENNI TE RMARM S® WALL M MNWT MIX ISO B 100 M. PM AEFE OR MPROhD G WL PERWNEM SED SWR. BE MNODT MIX GEN O ISO IBS PER MORE OR MPR0.ID MARL (PARTING DATES PFR SPEC 2575) MULCH SMALL BE MOST TYPE 1 (CLEAN CAT STRAW) B 2 TONS PER ACRE MD DO WHOM IN PLOT OR MWflOAM AWA. FERIA WILL BE 80-S-110 NPK PER ACRE (UNLESS P MEMBERS APPLY) AND NWRMRIM INTO ME $EM E0. IB. MEMAND BEfFFR WAR SRL E BUNG W ACCOflOWLE WHO LAND ARIL PVN. 19. ALL TEMPDRARR GOSMN AND UOIMEM COMEOL MEASURE SIAL BE PROPERLY g ENDEN OF WRNIN 1RXIY IS ED.. 0 WK MER MAE SEE STABILIZATION 6 ACHEED OR ATTAR ME TEMPORARY REASURFR ARE NO ZO M ALTFRIATE GROWN d SEDIMENT BNRROL PLN SCOL U RAIRM MR WIG DISNREFNCES ON SAM LOT M PART OF ANY NNRE BOILING PERMIT MR ME CWISRUCIMX OF STRUCTURES AND DOEWAYS. 1'-2" CLEAN CRJSHEO ROCK 18' GRAND CUT OFF 3GM / 1G N••E,\ TO MINIMIZE RLYIEFF FROM SITE / FILTER FABRIC FTE 71_TER FABRIC STALL RE PucrO UNDER ROCK O STOP MUD 41CRATd1 TIFOUCX ROCK. QFFUF I ROCK CONSTRUCTION ammENTRANCE ENGINEERING DEPARTMENT vMIE No: 5301 EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WRACO,LLD.SHN(OPEE, MN., ESS EROS., CORCORAN, MN. OR --OVAL =S MESE ADS $Tawpwrl` Dom£ .M AV no- IF MODEL#CC23 4 BRNy NUME 1. CLEAN FILTER MCGN A_TtR E%N RAIN e2 -NT AND REP -ACE IF FILTER IS C -OWED WITH SEDIMENT. 2, REMOVE DEBRIS/SEDIMEM FROM RECEPTACLE AFTER EACH PAN EVEN. affOF I CATCH BASIN Maw SEDIMENT TRAP mEaTex2n ENGINEERING OEPARTIAENT MARE ND., 5302A 1. PRIOR TO ANY WNSTRL'LTDN BY MHOLTEION. SILT FENCE PNO nomys 9V11 BE INST. AS SHOWN! T) NIKKEI RUNDE R 2. ALL EROSON CONTROL FLSIµlA S SIAL REM4N N PLACE AND HE NAIHTIJIFD IN (Y.'OD WNgIpN W TIE COIRRN:Igi URAL TIE SIE HAS BEEN RE-YEDUATL, CONTRACTOR MAY REMOVE NECESSARY SILT FENCHUMALTFS TO CONSTRICT RYWMAYS MILE MVMurvmC ADEUDAIE EROSION WMROL W ADJACENT MFA 3. SIR NEW TOPSOIL WALL BE SIOCKPIIID M AL CW TW ME RPU NE OF A' OF T03gL FOR DSTURUD ARCS TO BE RE-VEMETET. I ME CCMRCIOR SNARL SCHEME SEE .TECTAL, MUTY WSTAWW MO TPAVFLffM Po16TRULTNRI EO TAT ME OFNEREL SITE WI BE MULCHED AND RE -SHIM 50.E ATTER D6NItBLNCE ARF/5 THAT RLL NOT BE SUBJECT TO WNRRUCIRN Went SIAL BE SEIIX) ONI MN ISO O ICOI/AL AND MUNCHES OR SWDPO WTWN SEVEN (T) DAYS OF ... 05NRE L S. CCRIMCTOR 9lLLL INSTALL BROWN CONTROL DMCES AS INDKATD W THIS WISILW CONTROL PIAN AND MY ADDITIONAL REWIRED EARM ON MEANS, uEWOAX MO SEQUENCES OF D]NSTRUCTON, SEDIMENT CONTROL PRACTICES: 1. AMMUCE WHTNOL PPACIWE6 MUST MINIMIZE MOMENT MOM EMMNG SURFACE %M No NCLAM. WRB AND OIRIEN SYSTEMS AND STORM SEW FA TARTS 2 SOMMEM CONINOL PRAETCES MUST BE 6(IBtIB. ON ALL WARN ..I. PRATES BEFORE AM IMANDENT PND DIETUSBMG KTNRES SI MESE ntIGRCES BXNL RENG. N PACE UNTIL HWL STABIU]ARON WS BEEN 6q&ISXEO 3. WE TMIHO OF ME INSTALVTON M... O]NIROL PRYTEM DAY BE tAN5TE0 TO ALCOMMSHATE MORT-EPM ATRYIRES SUCH AS .'NO OR DRUB&NG OR PAS4LE OF KITCHEN . SHORT-TERM MTMII' MIDST R COMPLETER AS QUMMLY AS POSSIBLE ANG ME S CH EM COMNB PRACTICES MART BE INSTNLPO IMMEQATELY AMER ME MATY IS COMPLETELY. IpWC2R, SEDIMENT WMLML PRACTICE MUST BE INSINlm ... ME HEIR PREtlNTATON EVENT fliN IF ME ACTM1TY 6 NOT COMPLETE e. ALL STgAI MAN MILTS MST BE flNRCTEO BY MPROPRMTE .. PLUS COMEDURRUCTON UNTIL WILL MURPFS WOX PMMTLL FDR ENCWRGING TO ME INLET HAVE BEEN o. to iB1PCRAW DOE SICCSo. USE WAGE SILT FENES OR OTER ERELTM1E SEDIMEM GMWdXM. AND CANNOT BE TALO IN SURFACE WATER[ MENDINQ BEONM WAMR CCMMANCES SUCH M CURB AND OMM $STEMS. OR CEOMEB ANO DMNES, S. SE COMMUCMN EH .. NIL BE AS SI I. M ME PLA. RMS WAIS ..I ETOPNCES SAIL BE RISIILEO AT SAM ENTPN M FINAL STABILIZATION: ME CONTRACTOR MST ENSURE FNAL STABXRATON E ME SIZE. ME WMPKIDQ MUST SUBMIT A NBME OE TppIUATOX (HOT) WRNW 50 GAYS IF1M RXLL CONTROL or S SUBMIIT A OCR TOMER OMNER/CPERNR (FEXMIREb WS A45UNF0 WHITER E All AREAS OF ME SE TAi RK NR UXpFRGpHE RNLL 3IPBIUTATg1. MAL SEM..N PAN BE AMEYID N ME MLLOWING WAY: A .AL MNNAGE OEMSE WISRUCIED TO DEAN NITER FROM THE SE ARMS COISIRUCOON IS COMPILERS. MUST E SEMIUZG TO PRECLUDE DRAWN; B. All TEMPORARY SMXETIC. MU SIRUCNRA. ERORON PiEVFNnON AND SMIMEM CONTROL BTPS (SUCH AS SILT FERLE) MUST BE REMOVED AS PAM OF ME SINE EVNL STGENCENTON; AAD C. ME WXIWL . MST CION OUT ALL $%STINUM . COMhI'ANCM Ron SAMPLE EROSION CONTROL . A PLAN FOR INDIVIDUAL LOT$ L _YEMEN X LOT I rtn'r AX WNHA wi o ey. Ir on jj. woo LOT 2 LOT ] W I rt,P'¢TtlEIpP.W OWNER BERRIMNT CONTROL ry w-ixlnmorta'ea'muL aaa. ..NN must be LIT. bvlw. uny/ml IWAMWOm9 v.Im14 ` If"E.W M.P.-1 amlrtla W .E. EIpepe,ly ova a eel More. Not. toll eedvml w ee nee] to pnNa. 111t.lnmevt by toeop P -M-1mobo, ep 'oPeety. emlMe ItMI- LA: e. lMR1 mulM . IM, mJ/v..II lent.. .e MNDvt epee aTI WR2BIE, Temporary For, Y.. eevoot be plee iv III melee, wrtoae nIt-. n .n puNI XX ava meal hove pmmMv'E.HN OSION `R "AIR -M. WEoe . minimum .1 FB of. vT "AMI. Cov.beeM1 .oY.o.e-I to V aeon PTIh1A.W of . a.on, M s MIT— Xauu RoolEN ,no",' vYnE5 w AE <b at R N.... ae n o reel y nw.e cbNon b.e Em IM PINoW aompIlt, need a ty SHIM NI • Wo'e-Stem➢ NEW, 'KI m p1 . w smaW m "Pt'" v' ..1 the rtme "M mwy.r Po___t Me"b" ' SW. "Bot 4W On k 2375`mP $role. -NIM ENNINI - ..I RPo ` Swole.-Need N G .-A it I MIr IOCI a 9n.ler. �QIRUF EROSION CONTROL FOR uuenOeI= T INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT I "T' NN.. 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: I. INSECT SET FENCE MMEDMTLY AFTER EACH RNNFNL ANO AT DEAN WLY DURING PAIL0.4GE0 RAINFALL IMNEWHELY BEGAN P. OR FNIINC SILT FENCES 2. REPVLdEM - FABRIC GRAVEL OF flrp4LED MGW11 WARN R Moo. OR BECOMES INESTEME VE BEFORE ME BARRIER 6 NO LONGER NECECONS, 5. SEDIMENT Rag - SEDIMENT DEPOSITS HHOULD BE REMOVED MER EACH STORM CAERE. THEY MUST BE REWIEO WHEN WEBB 5 RFPtR MPRO%PARLY ONE -TIRO ME XBGM OF ME BARRIER. ANY SEDIMEM RUA IIING IN PLACE ARTHUR ME ELT FFNCE OR FEWER FABRIC IS NO LONGER REWIRED SCOL BE ORES4D TO O]NFORM WIM EXISTING ORM[ %i M. AND =M WITH THE .APRWRME SEFD MIX OR SODDED AS TRECIED BY WE EN.. 4. RR.RAAL OF SILT FORE - BELT FENCES SEAL R WEAMED WHEN THEY HAVE H. WIM LI PURPOSE BM AVT AMOSE WE UPWARD SLOPING MG HAS F$i PERWRENRY CAUSIJZm. IF ME UPWARD SLDPNO AREA IS TO E EXPOSED WHOM TXW BX 0 MORINS, TINT ARM SELL BE CYMRm WAT' WITH TEMPGMEADA N WHEN FREE E%PARED. 5. ME WNIpACNR MUST RgIONRY INSPECT ME CW6TNIETCN SR ONCE EVENT SEVEN (]1 DAYS DURING AERAS CONSTRUCTION MO WTNIN 24 XYIPS MER A RAIMAIL EVERT ONFAIER TVN 0.5 INCN6 IN 24 MOUE. G. ALL 95ErnAND D WIXIBWNCE WHIMETEM WRING Cg6TR M S MUBE RECORDED W MEMO AND THESE RECORDS MUS E RUMUMEO WIT ME OWNER RECORDS W CAN INSPECTON AND MMEENANCE ACTMIY SIAL MCWDE: A SAM AND TIME OF IM¢ECRENS: 9. MWGMS £PINSCW CONDUCTING INCESES G C. oRPE)TONC, INCLUDING PEWMMEMA MAN DNJRECRVE AMyXl D. CORBECTNE AC MWS TAXES (INLWgNG SWISS TME, AND PARTY COMPOUND LWNTWCE MIMES, E RATE AND WENT OF ALL RANFNL EVIIRS GREATER TNM 1/2 INCH (OS INCN6) IN N HOURS F. DU UmE OF DEMANDS MADE TO TE EMPIRE M FUNDED IN PAR GUAR. 1. WNEE PREM OF ME COHSTRVCTOV FIM WAYS UNDERGONE BRAL STMIIIIATON. BUT WORN RNVM W OTTER PARIS OF SITE. INSPECTIONS OF ME ... AREAS MAY BE REDUCED TO ONE PER MLNUT WHERE WORN HAS SEEN SUSPENDED DUE TO MM GROUND GONDFFORS. ME REWIRED INSPECTIONS MO MAIN ENANCE MUST TME PLACE AS WN AS M 9NEFT OX UES AT ME SIZE OR COME WHO.PPWR To RESUMING WNSIIO IRUCX. WHWEYER POLLUTION PREVENTION MANAGEMENT MEASURES: THE CWIIBKTOR BAIL IN EMINT ME fO11gYM6 PoLLVIIOR PREMEI IMRDEMFNF ... ON ME SIZE: 1. COULD WPSIL pO. SEg.. MPPALT MO CONCRETE MINIM$ iLMTHDEBRIS. PAPER, PLACEI GICgBTRICMN AND BEARD MM BEIRUT MD .=I.. MM WHIM MAUI R DDU SED OF MCPENLY AND MIDST COMPLY WENT MPG I. P£WMMENR. 2. RAMOUS MAAERAL On. GARDENS, PALM AND MY WSMCOUS SYBRMCE MUST BE PROP' OSES STORED. UNLADING EL.. CAMP ... TO Ed.... LFNW S Ed OER DISEIIMGE RESTRIYCED ACCESS M Syl MEAS MUS BE FOHEED TO PREVENT MMDWSN. RE MDR, AND DISPOSAL OF HAURMLLS WASTE MVS E IN COMFWNU WTX MPG REOUVTNRS 3. CONCEDES WASHOUT IS ENE TMIIX E MO. MIX A YDBGF WASROVT MT UI PRONED AND COMPLETED BY ME NXCREIE CO ERALTDR BASES MORE M CONTAINED O WASTEPB . DSPF9D BF. A No SGIR DEGF6ASING E ALLOEp ON SEE SEODERN LAW ECUURITY TO THE SMALL POST MEMBER TO kCUM FILTER FARE'' INVO 1G%s.s, a NREL O. CA sNALL CONSTRUCT SLT Bot U) FIT aaF P'E INLET STRUCrUM UT1 V MINIMUM T.Y'CE TO EDGES OF ET CnRE EST BOX FNCEO 0 AN EVEN SURFACE 6' BELOW OPE', TOP OF A LT BOX TD , _ IF v E11MN A30\S ErlTIIG GRADE �{Se¢AT­ nuwxo,amrl vl.xlmexwt H ArAo«mm m SA e EROSIomC NRCC AW_ A1lAn0x 2" X 6' XONIFORTAI MEMBERS GREEME MOM WAVING TW AMC UswG 1 -ISO CONACH NAIII POST 2' WASHED ROCK CHEEP % y WFLE �affoF SILT BOX SEDIMENT TRAP a oAspe64u0u ENGINEERING DEPARTMENT NAMENG' 5302G �,m,sma®vxnnmv FOR P\\`� •`� ' PREF °°"StR NOZ FOR IlOPETRAOOHF GONYEA HOMES & REMODELINGS 1000 BOONE AVE IN, SUITE 400 GOLDEN VALLEY, MN 5542] OFFICE: 7634324WO FAX: 763-432-0501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 WIN 612.756.3099 Em vNww.alliant-inc.com I hereby cuilfy Mal this plop, ,Wflaalbn, o ➢Port w prepared m epad by under my dlreal eipaMalon end that 1 I. a duly L-eed PROFESSIONAL ENGINEER under the law. al the Stale OI MINNESOTA MARX RAUSCX. PE DUALITT ASSURANCE/CONTROL BY DATE PROJECT TEAM DATA DOMM@ MPR DRAWN: ELL PROJECT ND: 215-0119 17 SHEET 17 of 32 J F W D 0 Q En W H z J Z Q J m k F M 0 U N F caH w EDo g 1 ED COnLE as w Z z Z_ a� Q Z OW Z a WTIAL E by) O WE J T,3 z W Tn O L LL M U IL W I hereby cuilfy Mal this plop, ,Wflaalbn, o ➢Port w prepared m epad by under my dlreal eipaMalon end that 1 I. a duly L-eed PROFESSIONAL ENGINEER under the law. al the Stale OI MINNESOTA MARX RAUSCX. PE DUALITT ASSURANCE/CONTROL BY DATE PROJECT TEAM DATA DOMM@ MPR DRAWN: ELL PROJECT ND: 215-0119 17 SHEET 17 of 32 UTILITY NOTES: 1. EXISTING U URIES. SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 16' VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER UNES TO MAINTAIN 10' VERTICAL SEPARATON. LOWER WATERMAN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. S. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CRY OF CHANHASSEN ENGINEERING GUIDELINES. D. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY MIM WORK. 7. PRONOE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS—FIELD MANUAL' IATEST REVISION, MR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48' DIAMETER CONCRETE W/NEENAH R-1642 CASTING. UNLESS NOTED OTHERWISE. 9. WATERM4IN, SERVICES. AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SERVICES SHA.- BE I- DW TYPE 'K' COPPER, W/ 1- CORP. STOP + 1' CURB BOX. 11. SEWER SERVICES SHALL BE 4' PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PIANS. 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24' VERTICAL & A 36' HORIZONTAL SEPARATION ARE MAINTANED. 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF I- BELOW IINSHED GRADE. 14. ALL 6" AND 8' WATERMAN SHALL BE C900 PJC. SANITARY SEWER FORCEMAIN NOTES: 1. SANITARY SEWER FORCEMAIN COVER DEPTH TO COMPLY WITH CITY OF CHANHASSEN REQUIREMENTS 2. ALL DIRECTIONALLY DRILLED FORCEMAIN SHALL BE DR11 OR DR17. 3. IN AREAS OF DIRECTIONAL DRILL CONTRACTOR TO VERIFY DEPTH OF EXISTING SMALL UTILITIES (GAS, FIBER OPTIC, TELEPHONE, ETC) EVERY 50'. 4. NR RELEASE MANHOLES TO BE PROVIDED AS NEEDED AT HIGH POINTS. �-BORING PIT LOCATIONS TO BE INCLUDED IN FUTURE SUBMITTALS. 6. CONTRACTOR TO PRONDE TRAFFIC CONTROL PER MNDOT TRAFFIC MANUAL STANDARDS. STORM SEWER NOTES: I. COMING UnLRIES, SEPACE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN IB' VERTICAL SEPARATON AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSUIM'ON FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDEDNES 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROWDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNOOT 'TEMPORARY TRAFFIC CONTROL ZONE IAYOUTE—FIELD MANUAL' IATEST RENSION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. EXISTING ....._:__............SANITARY—.. SEWER MANHOLE PIPELINE CROSSING 4- SANITARY SEWER /Y 101 FORCEMAIN ALONG HWY BOREE BE DIRECTIONALLY D IF NECESSARY TO AVOID SMALL UTILITY CONFLICTS AND HWY 101Y GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763432-0500 FAX: 763432-4501 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this Plan, specification, report w prepared by m under my dbed eup—talon and that I am a duty Ua.rieed PROFESSIONAL ENGINEER under the law. of the State cl MINNESOTA MARK RANWH. PE oat. Laurie. Ne. OUALJTY ASSURANCE/CONTROL BY 01TE DATE ISSUE DMIGNEO: MPR DRAWN: ELL PROJEM NO: 21!l 18 SHEET 18 of 32 N 0 50 100 200 SCALEIN FEET ® WETLAND 1F1 NETLAND 4A - WETLAND IMP OUTLOT D WETLAND 4 WETLAND SUMMARY LOCATION WE LAND CLASSIFICATION ABEA WILSON 1 MANAGE 1 367.654 SF (8.440 AC) WILSON 2 MANAGE l(ASSUMED) 6,840 SF(O t57 AC) WILSON 3 MANAGE 2 3,137 SF(0.072 AC) WILSON 4 MANAGE 2 187,925 SF (4.314 AC) WILSON 4e MANAGE 2 2,837 SF (0.065 AC) PAULBON 1P MANAGE 1 PAULSON 2p MANAGE 1(ASSUMED) PAULSON 3p MANAGE 3(ASSUMED) PAULSON 4p MANAGE 2 NOTE: WETLAND OEUNEATONS ON THE PAULSON PROPERTY ARE ONGOING AND NOT CONFIRMED OR APPROVED AT ME TIME OF THE PRELIMINARY SUBOMSION SUBMRTAL (THUS AREAS HAVE NOT BEEN USTED). WETLAND CIA6SIMCATONS OF WETUNDS 2, 2P,AND 3p PRE ASSUMED: A MNRAM ANALYSIS IS UNDERWAY TO CONFIRM OUL961HCATONS OF THOSE WETLANDS. THE OTHER WETAloS 1, 3, 4, 1, AND 4p PRE CLASSIFIED CONSISTENT WITH THE COY OF CHANHASSEN'S WETAND MANAGEMENT DATA WETLAND BUFFER CALCULATION ASSUMED B F RIN REQUIREMENTS, THE OW OF CHANHASSEN AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT HAVE BUFFER REQUIREMENTS PER WETLAND CIASSIBGTON. THE BUFFER RMUIREMENS ARE AS FOLLOWS Cbsiif m. 2 Wexmm, Tel tluVef 41MCL Nauffa (:bslficeixo W'ihhl@P�med Wifthle9u@ed WETLAND- FRONTAGE BUFFER AREA MIN. BUFFER WIDTH AVG. WIDTH 1 1.555 LF 94.776 SF 30' 60.9' 2 405 IF 24,317 SF 30 60.0' I , 4 969 LF 39,028 SF LI�IIIIIII �1 4a OMITTED FROM BUFFER GALL, SEE NOT: 1p 236 LF 30' 2p 89 IF 30' 3p 119 LF 16.5' DUE TO PROXIMITY TO WETLAND Yp and 3p BUFFER CALC IS DONE COMPOSITELY 1p+2p+3p 444 1F 26,675 SF 16.5-30' 60.1' 4p 334 LF 14,993 SF 20' 44.9' NOTES: BUFFER DETERMINATIONS MAY REQUIRE ADJUSTEMENT BASED ON RNAL DELINEATION AND MORAM DETERMINATIONS J9 AN SMALL IMPACT IS PROPOSED TO WETLAND 4a TO CONSTRUCT A ROADWAY CONNECTION TO THE PROPERTY TO RHE SOUTH. THE REMAINING PORTION OF 4o TO REMAIN WILL BE WITHIN THE WETAND BUFFER PROVIDED FOR WETLAND 4. a w a z z >. Q 52 a 0 2 Z , w S Z I MDQ n<2 W O O1 V a hereby certify that HIM pen, epealfleaNan c report we. prepared by mea under my llI' and that I e. a awy U.. -.d a. .; ...� ( iN�::w :.� 'I us M.1R1( ..Sc.. PE 9m. :v�➢i OOAUTY ASSURANCE/CONTROL BY GATE WETLAND 1 ounorA3 (10-214W) Yf i I f y j . W. WETLAND BUFFER r' . .� .. S'a'""� IIt WITHIN LOT 5, BLOCK 5 2 L- UTCO. ` 1 E EXISTING DRIVEWAY 1 m 1 TO REMAIN ADJACENT /. TO WETLAND r BL�CKs. WETLAND 1p A � f WETLAND 2p �r i WETLAND3p / I t Z I�I .- BLLO -�s I� OUTLOTE g , WETLAND 4p 1F1 NETLAND 4A - WETLAND IMP OUTLOT D WETLAND 4 WETLAND SUMMARY LOCATION WE LAND CLASSIFICATION ABEA WILSON 1 MANAGE 1 367.654 SF (8.440 AC) WILSON 2 MANAGE l(ASSUMED) 6,840 SF(O t57 AC) WILSON 3 MANAGE 2 3,137 SF(0.072 AC) WILSON 4 MANAGE 2 187,925 SF (4.314 AC) WILSON 4e MANAGE 2 2,837 SF (0.065 AC) PAULBON 1P MANAGE 1 PAULSON 2p MANAGE 1(ASSUMED) PAULSON 3p MANAGE 3(ASSUMED) PAULSON 4p MANAGE 2 NOTE: WETLAND OEUNEATONS ON THE PAULSON PROPERTY ARE ONGOING AND NOT CONFIRMED OR APPROVED AT ME TIME OF THE PRELIMINARY SUBOMSION SUBMRTAL (THUS AREAS HAVE NOT BEEN USTED). WETLAND CIA6SIMCATONS OF WETUNDS 2, 2P,AND 3p PRE ASSUMED: A MNRAM ANALYSIS IS UNDERWAY TO CONFIRM OUL961HCATONS OF THOSE WETLANDS. THE OTHER WETAloS 1, 3, 4, 1, AND 4p PRE CLASSIFIED CONSISTENT WITH THE COY OF CHANHASSEN'S WETAND MANAGEMENT DATA WETLAND BUFFER CALCULATION ASSUMED B F RIN REQUIREMENTS, THE OW OF CHANHASSEN AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT HAVE BUFFER REQUIREMENTS PER WETLAND CIASSIBGTON. THE BUFFER RMUIREMENS ARE AS FOLLOWS Cbsiif m. 2 Wexmm, Tel tluVef 41MCL Nauffa (:bslficeixo W'ihhl@P�med Wifthle9u@ed WETLAND- FRONTAGE BUFFER AREA MIN. BUFFER WIDTH AVG. WIDTH 1 1.555 LF 94.776 SF 30' 60.9' 2 405 IF 24,317 SF 30 60.0' 3 310 LF 12,422 SF 20 40.1' 4 969 LF 39,028 SF 20' 40.3' 4a OMITTED FROM BUFFER GALL, SEE NOT: 1p 236 LF 30' 2p 89 IF 30' 3p 119 LF 16.5' DUE TO PROXIMITY TO WETLAND Yp and 3p BUFFER CALC IS DONE COMPOSITELY 1p+2p+3p 444 1F 26,675 SF 16.5-30' 60.1' 4p 334 LF 14,993 SF 20' 44.9' NOTES: BUFFER DETERMINATIONS MAY REQUIRE ADJUSTEMENT BASED ON RNAL DELINEATION AND MORAM DETERMINATIONS J9 AN SMALL IMPACT IS PROPOSED TO WETLAND 4a TO CONSTRUCT A ROADWAY CONNECTION TO THE PROPERTY TO RHE SOUTH. THE REMAINING PORTION OF 4o TO REMAIN WILL BE WITHIN THE WETAND BUFFER PROVIDED FOR WETLAND 4. WETLAND IMPACT DATA LWETLAND IMPACT: (OFFSITEWETLAND SSA - 1,841 SF (OFFSMITIGATION IS PROPOSED) —WETLAND 3 WETLAND BUFFER WITHIN 'A LOTS 1, 2, BLOCK 4 LEGEND: _________ EASEMENT UNE BUILDING SETBACK ��. PROPERTY UNE LOT LINE —__ E - ROW WETIANO OWNEATON X.— — WETLAND BUFFER �N (EW NpNl O WETLAND BUFFER MONUMENT WETLAND BUFFER STRIP WETLAND IMPACT NOS fpp 1L � 1 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324WD FAX: 7634324601 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3060 MAIN 612.758.3099 FAX vuww.alliant-inc.coln OR10NE0: NPR PRAWN: ELL PROJER NO: 215-0119 22 SHEET 22 of 3 5 r ED n W J9 4~ a MC) a w a z z >. Q 52 a 0 2 Z 0 w S Z O Un MDQ n<2 W O O1 V a hereby certify that HIM pen, epealfleaNan c report we. prepared by mea under my dlred eupervIeIan and that I e. a awy U.. -.d PROFESSIONAL ENGINEER under the Iowa of the Slef. of MINNESOTA M.1R1( ..Sc.. PE 9m. ...me Na. OOAUTY ASSURANCE/CONTROL BY GATE DATE ISSUE OR10NE0: NPR PRAWN: ELL PROJER NO: 215-0119 22 SHEET 22 of 3 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 40D GOLDEN VALLEY, MN 55427 OFFICE: 763-432-45M FAX 763432-4501 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MNry 612.758.3099 Fnx www.alliant-inc.corn I hereby aarlNy 1Fo1 Mia plan, ....N.collan, or p.0 n prepmed by m under my ELacl supervision and 1ha1 I am a duly Lkenae4 PROFESSIONAL ENGINEER under 11- Icvf of IN. State of MINNESOTA Ey Dn DATE ISSUE DESIONED: MPR OMWN: Jo PROJECT NO: 215-0119 endsI1doN "nandw S"Idned" Aaea A Net&t,Area(exeludeswobas ) SGO% Ij91,486 H.6EB Yxelim Campylbcerage 53% MIND 17.301 MRuireaA9nimum [enepy Corer9ge 3sx 4520ID x13)1 lbw Demih Lesiaew#I D Imposed GnapT Corerge Im N2656 TdGS Dixennum between Prepmed E 4ropr CnveaB=alle4uliedfaropY 2®.3fi4 1511 Cpverale •D -C F rtaeairea waaalaNa rteplaemelrc 13;231 A013 Cmmpy Amo -1-L2 Trf B3 ApYIMd (Or ee102 s4[I00 -G F/1r00#(Facll xewfiee=l,B9# 3ID.51 re::Dpvl PROPOSED CANOPY COVET GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 40D GOLDEN VALLEY, MN 55427 OFFICE: 763-432-45M FAX 763432-4501 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MNry 612.758.3099 Fnx www.alliant-inc.corn I hereby aarlNy 1Fo1 Mia plan, ....N.collan, or p.0 n prepmed by m under my ELacl supervision and 1ha1 I am a duly Lkenae4 PROFESSIONAL ENGINEER under 11- Icvf of IN. State of MINNESOTA Ey Dn DATE ISSUE DESIONED: MPR OMWN: Jo PROJECT NO: 215-0119 N 0 50 100 200 SCALE 1. BEFORE My WNSTRUCiKKi ON GR>1NNG OF DENLCPMEM PROTECT 5 TO OCCUR A TREE PROTECTOR FENCE (AT LEASE 4 FEET IN HE.HT .WD SOARED WITH FGSTS NO LESS MaN MR5 MET) SHALL BE INSTALLED MOUND THE DRIP UNE OF WWEED .F . THE DRP UNES OF IXISTNG TREES TO BE E PRESEMEB OR AT THE PERIMETER OF TIE CMTCIL ROOT ZONE (WHIEHOIS IS GREATER). SIGNS SWJL BE PIACED ALONG THIS FENCE UNE IDENnFNNC ME MEA AS A TREE PROTECTION MEA AND PROmemxG OWING BEYOND ME FENCE UNE Me FENCE MUST REMMN IN RACE UNTIL ALL OWING AND CONSTRUCTION ACTIVITY IS TERMINAIFD, O z x0 EQUIPMENT, CONSTRUCTION MATERVLS CA SqL NNY BE ] STORED WITHIN TIE DRIP UNES OF MT SIGNIFICANT TREES TO BE PRESEENED. J. NO ENCRYCHMENT• LAND DISTURBANCE, OWE ERMINE, TRENCHING, DLUNC, COMPACTOR OF CHANGE IN SOIL SHIN. -CHEMISTRY S'L OCCUR WTHIx FENCED MEAS PROTECTING D SIGNIFICANT TREES, £ 4. CONTRACTOR TO PRIMNT THE CHANGE IN SEN. CHEMISTRY WE TO CONCRETE WASHWT AND I-SAWGE On SPIULME OF TOXIC a MATERIALS, SUCH AS NES OR MINTS. v 5. Mal PATTERNS ON TIE SHE SHAUL NOT CHANGE y COx51OER>BLY CAUSING DWINCI EWRONMEMK CHANGES IN TIE SOIL MOISTURE CONTENT WHERE TREES ME INTENDED TO T BE PRMERJFD. ] a OEM, DISEASED ON DTHS EGNIFI •CANT TREES WERE NOT INCLUDED PS PART OF ME EXISTING TREE INVENTORY. ✓7. NO SIGNIRGM TREES S. BE REMOVED UNTIL THIS TREE L PRESDNATCN PVN IS APPROVED By ME CRY OF CTNNiASEEx. LEGEND V'" DmTNd TRA: ro REMNN �a. EMmxc WE ro IE —a- ��� TERWg1ECMHND. "a J' � a0 i. 0".. AIN _ �icY�1Y p P� It t_ P�( � f!r � ry�e•ir1" ° f d'��d,�y�.'%°yY✓3�<.�/Z�1�11,,,r�Yfie%`�+ Fi cl.r'�t�v � o� A��,�}�JI,{'� II °=iau /j /Ai�6:q e�t�f;f:�<' r•�� VW !a ss�s o H £ •_1�° ., e a ♦ %yy ra aid r Lill Nil d ry,,y�!/.t,� P - �4Sit' (I `r r6t+FIQ : -de.49%/lir Nl/>>�/.r/Ax F/ vM9r o7'1 �tYl < ram ��%, N'l' 7 is J ✓��'�I 1,40 i..R�941 Y,..y ff, 1 p�4 vg--,gAa/,�.mo- i�4fiv l°9FCA .1. OR r �tl��� !a Y Y•ai�i 2�"A'at stir ri`o A4' PIP `•��ll ���t�f CO Id��JJ�}rYaP`'et f ,'Ps to°J'.d '°o:ilr��e,�'!�✓dot:: • • N O`o� �Je1�✓4i � �J 9� GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-4324500 FAX: 763-4324501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 MMR 612.756.3099 . www.alllant4nc.coln pR n ILz _ O 1. BEFORE My WNSTRUCiKKi ON GR>1NNG OF DENLCPMEM PROTECT 5 TO OCCUR A TREE PROTECTOR FENCE (AT LEASE 4 FEET IN HE.HT .WD SOARED WITH FGSTS NO LESS MaN MR5 MET) SHALL BE INSTALLED MOUND THE DRIP UNE OF WWEED .F . THE DRP UNES OF IXISTNG TREES TO BE E PRESEMEB OR AT THE PERIMETER OF TIE CMTCIL ROOT ZONE (WHIEHOIS IS GREATER). SIGNS SWJL BE PIACED ALONG THIS FENCE UNE IDENnFNNC ME MEA AS A TREE PROTECTION MEA AND PROmemxG OWING BEYOND ME FENCE UNE Me FENCE MUST REMMN IN RACE UNTIL ALL OWING AND CONSTRUCTION ACTIVITY IS TERMINAIFD, O z x0 EQUIPMENT, CONSTRUCTION MATERVLS CA SqL NNY BE ] STORED WITHIN TIE DRIP UNES OF MT SIGNIFICANT TREES TO BE PRESEENED. J. NO ENCRYCHMENT• LAND DISTURBANCE, OWE ERMINE, TRENCHING, DLUNC, COMPACTOR OF CHANGE IN SOIL SHIN. -CHEMISTRY S'L OCCUR WTHIx FENCED MEAS PROTECTING D SIGNIFICANT TREES, £ 4. CONTRACTOR TO PRIMNT THE CHANGE IN SEN. CHEMISTRY WE TO CONCRETE WASHWT AND I-SAWGE On SPIULME OF TOXIC a MATERIALS, SUCH AS NES OR MINTS. v 5. Mal PATTERNS ON TIE SHE SHAUL NOT CHANGE y COx51OER>BLY CAUSING DWINCI EWRONMEMK CHANGES IN TIE SOIL MOISTURE CONTENT WHERE TREES ME INTENDED TO T BE PRMERJFD. ] a OEM, DISEASED ON DTHS EGNIFI •CANT TREES WERE NOT INCLUDED PS PART OF ME EXISTING TREE INVENTORY. ✓7. NO SIGNIRGM TREES S. BE REMOVED UNTIL THIS TREE L PRESDNATCN PVN IS APPROVED By ME CRY OF CTNNiASEEx. LEGEND V'" DmTNd TRA: ro REMNN �a. EMmxc WE ro IE —a- ��� TERWg1ECMHND. "a J' � a0 i. 0".. AIN _ �icY�1Y p P� It t_ P�( � f!r � ry�e•ir1" ° f d'��d,�y�.'%°yY✓3�<.�/Z�1�11,,,r�Yfie%`�+ Fi cl.r'�t�v � o� A��,�}�JI,{'� II °=iau /j /Ai�6:q e�t�f;f:�<' r•�� VW !a ss�s o H £ •_1�° ., e a ♦ %yy ra aid r Lill Nil d ry,,y�!/.t,� P - �4Sit' (I `r r6t+FIQ : -de.49%/lir Nl/>>�/.r/Ax F/ vM9r o7'1 �tYl < ram ��%, N'l' 7 is J ✓��'�I 1,40 i..R�941 Y,..y ff, 1 p�4 vg--,gAa/,�.mo- i�4fiv l°9FCA .1. OR r �tl��� !a Y Y•ai�i 2�"A'at stir ri`o A4' PIP `•��ll ���t�f CO Id��JJ�}rYaP`'et f ,'Ps to°J'.d '°o:ilr��e,�'!�✓dot:: • • N O`o� �Je1�✓4i � �J 9� GONYEA HOMES 8 REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-4324500 FAX: 763-4324501 a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 MMR 612.756.3099 . www.alllant4nc.coln DESKIKU MPR s.: JH PROJECT NO: 215-0119 24 SHORT 24 of 32 Z n ILz O i a D J cc Q W F F W m a M Q v� N Z GO 0 IL zZ O 5� Z a G a rz Z j wW Z G Q J W oz W W O U. m� d F I hemby aamrr that ma pwn. x...111 11.n, "ori "pori... prep.", by ma ar antler my ,heal a.p.M.T.n an, that I am . duly Lcena, PROFESSIONAL ENGINEER under It. law. at Aha gab at MINNESOTA MARK RAUSGI. PE N1a ua.aa. xa. OVAIITY ASSURANCE/CONTROL DESKIKU MPR s.: JH PROJECT NO: 215-0119 24 SHORT 24 of 32 I FSCC INVtN I UK & L:ALL;ULA l TUNS TAG I 0.&H(INI I COMNR)N NAME I REPAII INDUS COMMGNNAME HEY ,R — DMOTES ME IS SUCCFPPR,E TO WE MROW IF SOUWY III — LETT GW hMNTONALLY CAV— DENOTES .... ... CF LANTY AND ROT OAN — DENOTES THEE MIMING GAINS OF DAMAGE DAN TERM — EENCMR A TREE MAT HAS LMT ITS TERMINAL STEM LGCER STN — DENOTES SENEYDICE OR A ME IN A STATE OF DECLWE OMER DUE IM QNT"V ADE DISEASE ON INFESAhON SJNo COT — DENOTES A MULTIPLE STEMMED TAUNR ANO IS OR MAT SECOM IN... P `` OM — CENOTES SCHIFlCANT DEAD UNE NM POTENUU. FOR SFPAAATON fQ 0. PC\�N`V UG,TTON 110, fQQ?L O HGONYEA OMMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763432-05)0 FAX: 7634324501 1` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Maw 612.758.3099 Fax www.alliant-ine.com n M �a M 0 M N N w Z Z 5M O a O aw O0a 0 '^ �s ,n a LL w v I hereby corflfy that Ihia plan, epedfl..flon, o .,ad w prepared by me or under my direct eupe:rtalon and that I am a duty Ll -mud PROFESSIONAL ENGINEER under the law. of the Stale of MINNESOTA MARK RAUSCH. PE vax ua.n.. na. QUALITY ASSURANCE/CONTROL DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0118 2•7 SHEET 27 of 32 1"Mr TaG D.eN IBM1 COMMON NAME REMOVE NOTES 2684 1n Black Eher % L81 _'Sa5 2546 10 Ola& Cherry x 2547 12 Black Maple X 2548 11 A. EIm X 2549 12 Box Elder X nSO 11 Black Cher, x 2551 10 Black Chair, % 2552 9,7 Green Ash X 2553 10 Green Ash X 2554 as Slippery Elm % 2555 974 Basswood x 2556 12 Cork Elm I c Stemmed immaroodrare and tar forspecics 2557 91177 Ironwood % 2558 984.6 Ironwood multl le l• ads stemmed at the round 2559 14 Bla&EIm 2560 10 His&Elm X In -Dead 256] In Hackbe % 2562 10 Green Ash x 2563 15 Black Willow % Dead 2564 11 IBI X IBI 2565 13 Let % IBI 2566 10 Cedar x 2567 1 6 Basswood x 25 1175 Basswood X 2569 17 Red Oak x 2570 13 Red Oak X 25]1 56 Red Oak 257 11 White Oak x Own, 2601 ID Ironwood X 2602 1820 Red Oak % union @ union 2Effi 20 Red Oak % Specimen 26M 19 Red Oak X MI5 10 5 rvce % MO6 13 No.. S rvce x 2607 14 While ry white x 26M 13 NOrvra S rvLe % 2609 10 BlueS race X jdw 2610 11 Blue Spruce x 2511 1D WhiteS race x 26B 10 Blue 5 race 271411 11 Blue 5 once x M13 2614 10 BlueS u ce X 2615 12 BIueS fntt % 2616 13 Red Pine % 2617 10 BIa&5 rvce x 2618 12 NOrved 5 % 26M 11 ce Blue S rvce X 2620 13 Blue rvce 2621 171355 Basswood X 2233 13 Red Oak % an 2623 13 Basswood x 2624 765 Be X 26]5 03.5 Red Oak Oak % 5 ecimen 2626 1 20 Basswood x 260 15 Basswood x 2626 13 Red Oak % 2629 10 Red Oak X 2630 14 Bur Oak x 2631 13 Stripling Elm X 2632 13 Red Oak X 2633 SD A. % 2634 26 RockackLt EIm 2635While 10 Oak 263640 00 White Oak 2637 13 Basswood X 10 Bur Oak X M38 2639 11 White Oak X 41 1 11 A. Elm x M41 13 A x 2 13 Basswood 26436C 10 Ko, HI& 45 13 WOak X Multiple Lender union ed@Sit on the trunk A 2845 13 A. A. Elm Dead 2646 13 A, Elm 2641 11 Black Walnut 26,8 1 BlackWalnut 2649 14 Black WBln x 2650 122 e Pine x 2651 it Mit White Ine x 26 10 Green % 26530 19 Silver Ma pl le 2654 14 eller WRITe 2655 12 Silver Maple a% 17 Silver Ma le 2657 20 Silveri le 2658 16 Silver Ma Ie 2659 14 Sliver Ma le 2660 10 Silver Ma le 2661 10 Silver Ma le 26U 16 Sllver Ma le 2669 12 Silver Ma le 2664 10 Colored. Blue rose 2665 14 Green Ash 2666 16 Red Oak 2667 1 13 Greco Ash 2666 15 RedOak 2669 10 A. Elm 2670 12 SlimsersEl. 2671 10 Green ASF 267 13 Bur Oak 2673 12 Bur Dak 2674 10 Scotch Pine M75 13 Green Ash 26% 11 Blues race 267 17 Red Oak 25]0 12 Bl arks ruc. M]9 10 Blades rvice 26M 39 1 White Oak 2681 12 While Pine 11 26& 1 10 Rax Elder TAG O&N11N) COMMON NAME REAIOYE NOIFA 2684 oa J � mW Z i 2 Out n 1i s mo LSI in a } 0 W 7 Z W M F L81 2695 1 11 1 Sneer Male X 2646 12 Had Oak % 2697 19 Sberian Elm nits 27 White Oak 2649 1 Swam White Oak 2690 25 Look 203 16 Bur Oak 202 32 White Oak 2993 24 Bur Oak 2694 14 American Elm 205 15 Red Oak 206 18 Red Oak 207 13 Slippery Elm 208 10 Ash 203 12 Red Oak In -Dead 2700 15 Siberian Elm 2701 33 Bur Oak x 2702 17 Had Oak x 2703 11 White Oak X 2700 13 Red Oak % 2 la SM ar Ma le 2A6 22 Back Wlllow 2707 11 Green Ash 2818 is Blackwilbw 2A9 10 Blackoherry % 2710 18 Black Willow 2711 10 Balswwd x Own, 2712 11 Slimueni EIm x 2713 12 Red Oak x 274 10 Ironwood x Specimen 2715 12 Si a Elm X 21. 11 Ilirkor % 2117 21 Retl Oak 2718 10 Slippery Elm % 2719 15 511pper,Elm x 2720 10 HackberN x 2721 1 10 1 Hackber x 2722 10 Hickory x 2723 10 Siberian Elm 271411 Quakin As en x 2715 15 Wai an Elm X 276 15 Ironwood % 277 10 Cluakin As en % 2228 10 nukkir,Asinim X 279 10 OMakin As en % 2730 12 Red Oak 2731 10 Steer Ma le 2732 11 Black Walnut 2233 f0 Red Oak 2730 10 Bnr Oder 2735 15 Blackwillow 2736 12 Black aero 2732 10 Ironwood 2]38 10 Red Oak 2]39 10 Sugar Ma le 2740 12 A. OutWDeerStand 2741 15 Red Oak 2142 19 Hackber 2743 13 Retl Oak 2744 i9 Harkbim 2745 30 GreenAsh 2:46 10 A. EIm 274] 10 Si a EIm 270 10 A. EIm049 11 Green Ash2750 14 Red Qak 2751 12 Red Oak x 2752 12 Red Oak x 2753 12 Green Ash 2750 10 Green Ash 2755 2118 Bla&Willow X Multiple Lender union ed@Sit on the trunk 2756 17 Green Ash 2757 32 Bur Oak 058 34 Bur Oak 2759 37 Red Oak 2760 15 So. Elder x 2761 19 Red Oak x 2762 12 Slippery Elm X 2763 8,10 A EIm 2764 Il A. am 2765 27uBu,�km te Qak 2766 17ery EIm2767 53.5 Oak2768 25r Oak2769 35 White Oak2710 10ian EIm2711 11a Elm2772 15kber2373 12a EIm2724 19r Oak2715 13 EIm2716 12ian EIm2717 11a EIm278 32r Oak2770 19r Oak2280 19r Oak 2781 35 1 Bur Oak 2782 10 511 a EIm 083 10 Box Elder 2784 10 Ironwood 2785 10 Hackber 2786 13 Black Olen 2787 SO 511"un, Elan 2788 15 Nark Carr, 2789 15 Boaster 2790 Io Siberian Elm 2791 17 Baszwootl 2792 18 A. EI- 2703 36 Bur Oak 2794 14 Green Ash KEY W — DENOT6 Td EE IS AICCaDTBIE TO M10 TIROw IF SOIITOAY We —LEFT BLANK INTENTONAILY CAN — DENOTES N9BIE 94X5 OF CANTY Me NOT 0. — DENOTES TREE SHOMNC SIWS OF OPMoBE OMI TERM — DENOTES A TREE THAT HAS LAST ITS TERMINiL STEM LEADER SEN — DENOTES SENESCENCE OR A THEL IN A STATE OF DECLINE OTHER WE TO AOE DMEASE OR INEFSTATON LOT — DENOTES A MULTIPLE SR.NMED THM'K AND IS OR MAY BEOceE INCWDSL DOR — DMOTES SIGN (SCANT DUD UMB earm POTENT& FOR SEPARATON °°N4N p FE�tEW % C0 -00 le NOS FOF GONYEA HOMES & REMODELINGS 1000 BOONE AVE N. SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763432-0500 FAX: 763-032-4501 A 416 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FA% www.alliant-inc.com Z 5 IL Z _0 F a J 2 W W I hemby wrflfo nor Mb 11— epeclllcafien, retain w prepontl by m under y 41...I auperviimo mand Bud I am a 4.1, ucana.d PROFESSIONAL ENGINEER under fh. law. of the Slate of MINNES. 0— R-SCH. PE a.. Lk.... Na. DUALITY ASSURANCE/CONTROL DESIG"10i MR DRAWN: EU - PROJECT NO: 28 15-0119 Sen 28 of 32 M a pu� 0 0 0 LL oa J � mW Z i 2 Out n 1i s mo n g a } CC Q Z J oG a in a } 0 W 7 Z W M F I hemby wrflfo nor Mb 11— epeclllcafien, retain w prepontl by m under y 41...I auperviimo mand Bud I am a 4.1, ucana.d PROFESSIONAL ENGINEER under fh. law. of the Slate of MINNES. 0— R-SCH. PE a.. Lk.... Na. DUALITY ASSURANCE/CONTROL DESIG"10i MR DRAWN: EU - PROJECT NO: 28 15-0119 Sen 28 of 32 j1■1■1"AN,■�1 Y 0 50 100 200 , SCALEIN FEET ® N > 1 3 1 , Ord t zS POND AREA SEED MIX MN STATE SEED MIX 33-261. SEEDING RATE TO BE 14.5 LBS/ACRE (PURE UVE SEED). NATIVE SEED MI%, MN STATE SEED MIX 35-221 (DRY PRAIRIE GENERAL) SEEDING RALE O BE 36.5 LBS/ACRE (PURE UVE SEED). NFlLTRATION AREA SEED M % MN STATE SEED MIX 33-262. SEEDING RATE TO BE 44 USS/ACRE (PURE UVE SEES). APPLY SEES PER F FIX ONNG' MULCH SEEDED AREA$ W1T1 Mn/OOT THTYP / 3 (MCIA CENTRED WEED FREE) MULQI AT A RATE OF 1 TON PER ACRE / WTHIN 4B HOURS OF SEEDING. MUTH MUCH SHWLD EN BE DISC ANCH� TO A KEEP IT FROM BLOWING AWAY. LL SEEDING SHABE APPLIED FROM APRIL 15 - JULY 20 OR SEPIEyBEll 20 J FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALL OF WATER PER ACRE. SEEM O MNADW SPEC 3884 FOR PROPER AI I ATf. SEEDING MANUAL FOR REFERENCE a>wrAalmuu°'Y�ncuM�Lalrv:NnMOCRti��'MT� �c S . O DAMAGE O RHE WORK AREAS RESULTING FROM EROSION AND/OR EQUIP THE CONTRACTOR SHALL REPAIR DAMAGE INCLUDING REGRADING, RESEEI ETC AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCWRS. LOW FLOW INLET TO INFlLMATICN BASIN SHALL BE PLUGGED DURING D CONSTRUCTION AND DURING FIRST PULL GROWING SEASON TO ESTABUSH VEGETATION. REFER TO MN STATE SEW MIX MANUAL LEGEND f KEY COMMON NAME/BOTANICAL NAME SIZE/RWT TYPE REMARKSMATURE A CI PROPOSED DECIDUOUS OVpbTIXiY TREES 29 of 32 TREE, REFER NG SCHEDULE FUMING SCHEDULE MIN.TOPTO ALL AND SEED AREAS 1INE GRADE WO AND SEED MF/5. TALL BL PROPOSED CONIFEROUS TREE. 25' CAL B&B STRNGM MUNK Lt REFER TO FLAMING SCHEDULE THO cantata 'Greenspin' PROPOSED ORNAMENTAL MEE, / - REFER TO PLANING SCHEDULE 4. PIANRNG SOIL SH41 CONSIST OF 1:1:1 SELECT L0.1M! OPSOIL PEAT MMS, PR RUN SWD. 2.5' GL MB STRNGM MUNK PROPOSED OVERSTORY MEE AS /. A 5. COMPfTELY G MPUNME ALL WORK FOR A PERIOD OF ONE YEAR EGINNING AT THE DATE OF ACCEPTANCE. REQUIRED PER MEE MIIIGATON. I Q -MAKE ALL REPUMENEMS PWMPRY its PER DIRECTOR OF OWNER). 6. SM SUGAR AMIE POSTING TREE TO REMAIN, R / ALL MAMER41 SMALL COMPLY WEE -1 THE LATEST MON OF ME AMMICAN SMNDeRD FOR NURSERY STOCK, NMDRUM ASCCYATON OF NURSERYMEN. 0eM TO TREE MITIGATION PL -AN.. 50 y 3) ]. ALL TREE TRUNKS SH4L BE WRMPEO WITH BROWN CREPE TREE CORM. APPLY WRAP IN NVEI.IBER AND EMM IN APRIL RGll1 za¢ ` (ql., 11 71 11 ON B. GOPHER STATE ONE WL AT 651-454-0002 FOR LOCATNG PL- UNDERGROUND UIIl111E5 AND AVOID WIAGE TO UTMES DURING THE COURSE OF TIE WORK. �/ /©NATIVE: SEED MI% / D SIDE / 9. UNMAN ALE PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE Acer mbmm 'NOMxoa6' SLOPES,MN USED MIX / Ei 10. COMIUMTE INSTAWTON WITH GENERAL CONTRACTOR. 11. WAXING AND GUYNC OF MESS OPrli AWMNN PWMBVE55 OF TREES FOR WMTON 835 -221 -SHORT NATE GRASS SWAMP WHERE CAX I I POND SEED MIX. AN SEED MIX `a,I a' /�' •m" M 833-261, STORMWATER SOUTH 12. ARF/5 OF CONSTRUCTION PROPERTY LINES. / \ AND WEST-NATME K 0 ..0... INFILTRANON BASIN MIX Q ' MN STATE SEED MIX 833-262 (REFER TO TREE MIIIGOTON NOTE) O - NATIVE CONTRACTOR. W.TNE SEED MFIS SHOAL BE ON SEPARAM ZONES. IRROATON RUN TAPES IN SEEDED AREAS SHOULD [' 1 1 J `U�_m COWERS NORWAY SPRUCE 6' M. B&B PULL FORM BE REDUCED FOR ME ZONE SHU1S DOWN AFTER TIE FIRST 2 YEARS OF ESTABUSHMEW, 14. SWEEP MO WISH ALL MAD SURFACES AND REMOVE A DEBRIS RESULTING FROM LWDSCAPE OPERATIONS. LARGE BOULDER OUTCROPPINGS ❑ Pkea odea FIELD PEACE ON SLOPES z SEE LWDSCAPE SCHEDULE MR SPECIES/QUMNEMES. NP — -- OWING / MEE PROTECTION UMTS WETLAND 1 86L4W) i /IUTLOT A Ream,:; / f Pavl� AL WETAND4 OUTLOT D ,�uS1"aesm IN 6 w QWETa. IAND4p 345 2833 PsM, P OT1 PREGO%I NOS PLANTING SCHEDULE f KEY COMMON NAME/BOTANICAL NAME SIZE/RWT TYPE REMARKSMATURE SPREAD L PLANTING NOTES OVpbTIXiY TREES 29 of 32 MIN.TOPTO ALL AND SEED AREAS 1INE GRADE WO AND SEED MF/5. TALL BL GREENSPIRE UNDEN 25' CAL B&B STRNGM MUNK PPIIL 2. STARE OR MM IANr RMLLOWING PRIOR TO NSIA-lAnONAll 3. INSINL 4-6' DEPTH SHREDDED HWOWWD MULCH ABOUND flWT EdUCER OF ALL TREES SEAFED FROM THO cantata 'Greenspin' PVNI BEDS. / - CH 4. PIANRNG SOIL SH41 CONSIST OF 1:1:1 SELECT L0.1M! OPSOIL PEAT MMS, PR RUN SWD. 2.5' GL MB STRNGM MUNK 50' M. X 50' W. 1n 5. COMPfTELY G MPUNME ALL WORK FOR A PERIOD OF ONE YEAR EGINNING AT THE DATE OF ACCEPTANCE. THIS -m.N, 'UWeleOf' NO V -CROTCH Q -MAKE ALL REPUMENEMS PWMPRY its PER DIRECTOR OF OWNER). 6. SM SUGAR AMIE u>I ALL MAMER41 SMALL COMPLY WEE -1 THE LATEST MON OF ME AMMICAN SMNDeRD FOR NURSERY STOCK, NMDRUM ASCCYATON OF NURSERYMEN. *rte f 50 y 3) ]. ALL TREE TRUNKS SH4L BE WRMPEO WITH BROWN CREPE TREE CORM. APPLY WRAP IN NVEI.IBER AND EMM IN APRIL RGll1 za¢ ` (ql., 11 71 11 ON B. GOPHER STATE ONE WL AT 651-454-0002 FOR LOCATNG PL- UNDERGROUND UIIl111E5 AND AVOID WIAGE TO UTMES DURING THE COURSE OF TIE WORK. �/ 50' HT, X 40' W. 9. UNMAN ALE PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE Acer mbmm 'NOMxoa6' NO V -CROTCH Ei 10. COMIUMTE INSTAWTON WITH GENERAL CONTRACTOR. 11. WAXING AND GUYNC OF MESS OPrli AWMNN PWMBVE55 OF TREES FOR WMTON ^\ SWAMP WHERE CAX I I OF WAPRANIY PERIOD. `a,I a' /�' •m" M Y 12. ARF/5 OF CONSTRUCTION PROPERTY LINES. / \ 45 K 0 CONTRACTOR AND SE IRRIGATION PLCO WTH IMS FOR 13. COMPNED S i0 SUPPLY S ARE AND OD ANLA SHR DESIGNED SOD AND SHRUB ARF/5. 500 AND SHRUB 25' M. B&B FULL FORM Q ' B RE MF/5 O BE ON SEPNUT: ZONES. ME OWN BIRO S. USE ORAPPROVED EOWL INSTALL SMMATE METER FOR IRRIGATION SY51EM COORDINATE WITH WHEFN- (REFER TO TREE MIIIGOTON NOTE) O CONTRACTOR. W.TNE SEED MFIS SHOAL BE ON SEPARAM ZONES. IRROATON RUN TAPES IN SEEDED AREAS SHOULD [' 1 1 J `U�_m COWERS NORWAY SPRUCE 6' M. B&B PULL FORM BE REDUCED FOR ME ZONE SHU1S DOWN AFTER TIE FIRST 2 YEARS OF ESTABUSHMEW, 14. SWEEP MO WISH ALL MAD SURFACES AND REMOVE A DEBRIS RESULTING FROM LWDSCAPE OPERATIONS. J ❑ Pkea odea I3. CONSUL COMFA FOLLOW THE COUNTY/SiAIE SOIL 6 EROSION CONTROL $PECIFlGTON FOR DISTURBlnoN. z 9 NP m Mu srM SWuuMO F 50' HT, X 30' W. g 1 hereby comfy that this L plan, span w / 11 OF BALSAM RR 6' W. B&B FULL FORM LANDSCAPE REQUIREMENTS 3W'. 6 w a duly Licensed a a t. RES NRei S SRM OL Y' 2A BB MC�eun<CeuE REWWEO I TREE PER LOT PIACEO IN THE FROM YARD BY HOME BUILDER fi' M. B&B CLAMP 20' HT. % 15' W. MIIENI MILLER. ASIA PRMIDm I TREE PER LOT (46 TEES) 3 1 L REMCON REQUIREMENT REQUIRED 121 EES, SEE CANOPY REE WGF PVN PRNCm 124 MEES S L uJ5CeaF R FFFRYARI) REOUIREMEW 34 RD SHRUM RW MiGGES DOGWOOD5 REQUIRED 8' HT. X 5' W. x CREAT PLANS BOULEVARD 5 A COLLECTOR ROAD, THEREFORE BUFFERYAPD 8 IS REWIRED T3 k - I I BUFMRYMD B REQUIRES 15' MIN. BUFFER AMA WETH 2 CMUIORY TREES, 4 UNERSTORY TREES AND 6 SHRUBS PER 100' LF. SCAMM JUNIPER 5 GPL POT 5 OWES AT T- i I juniperve eabina 'Scandia W. SPEC OTIC MERYARD LENGTH 178 LF. ALONG GREAT PLANS BOULEVMD AT A 30'UDE WHOM, ME IS A, THEREFORE THERE ARE 2 OAREA, RY, 3 UNDEASrORI � I � I / � 5 SHRUBS REWIRED AND 5 SHRUBS REWIRED O BE PLWIm IN ME BUiipTYµO AREA 4 HT, X 2.5' W. PROVIDED - 2 OVERSTORY, 3 CONIFERS, 5 SHRUBS le TREE MITIGATION: MISE LOCATED IW RFSIIYNmA LOTS a em II Y' 15 FRONT YARD TREES (THERE FEASIBLE) O BE PO NOLD BY HONE BUILDER ON NEW LOTSAUESUMN : Ff 1 1 1 O STORY DECIDUOUS TREM EUMAPLE, SKYLINE HO T GRENPRX, IWUR BIRCHREWIIREDTiEFS ^'. 54LL TWD AND ONE HALF (2.5') INCHES IN I DIAMETER (BSB) AS ME49JRED MGM SIX (6) INCHES I �I ABOVE GROUND. CONIFEROUS TREES BAA LS FlR, NORWAY SPRUCE PINE WHITE E 6- HI M UMB) AS MEASUED IRED TREES FROM SX ((6)MINC M ABOVE GROUND w QWETa. IAND4p 345 2833 PsM, P OT1 PREGO%I NOS PLANTING SCHEDULE QTY, KEY COMMON NAME/BOTANICAL NAME SIZE/RWT TYPE REMARKSMATURE SPREAD L 29 OVpbTIXiY TREES 29 of 32 11 BL GREENSPIRE UNDEN 25' CAL B&B STRNGM MUNK 50' M. X 40' W. THO cantata 'Greenspin' NO V -CROTCH 13 CH COMMON HACKBERRY 2.5' GL MB STRNGM MUNK 50' M. X 50' W. 1n THIS -m.N, 'UWeleOf' NO V -CROTCH 12 SM SUGAR AMIE 2.5' CM. ME STRAIGHT MUNK 50' M. X 40' W. Acer K.h.rum 'Sueton' NO V -CROTCH H' 11 ON RED MAPLE 2S' CTL B&B BMMGHT MUNK 50' HT, X 40' W. ❑ Acer mbmm 'NOMxoa6' NO V -CROTCH z 19 50 SWAMP WHERE CAX 2.5' CAL B&B STRAIGHT MUNK 50' HT. X 40' W. M Que cua bicolor NO V -CROTCH ❑ a 45 -- RESIDFMML MOW YARD TREES 25' M. B&B FULL FORM Q w (REFER TO TREE MIIIGOTON NOTE) O 24 NS COWERS NORWAY SPRUCE 6' M. B&B PULL FORM 80 M. X25' W. J ❑ Pkea odea z 9 NP NORWAY PINE 6' HT. Buse NEL FORM 50' HT, X 30' W. g 1 hereby comfy that this Pt- rmtnosa plan, span w 11 OF BALSAM RR 6' W. B&B FULL FORM 50' W. X 25' W. a duly Licensed Wes balameo UNDSCAPE ARCHITECT under 2A BB ORNeMEMAT. SERNCEBERRY 'NMmn BRRonce' fi' M. B&B CLAMP 20' HT. % 15' W. MIIENI MILLER. ASIA Amebnchler x 9mPllaa Uamee Nu. QUALITY ASSURANCE/CONTROL 34 RD SHRUM RW MiGGES DOGWOOD5 GAL POT 5 OWES AT 8' HT. X 5' W. Comue senceo 'BdII W. SPEC 6 Sl SCAMM JUNIPER 5 GPL POT 5 OWES AT 1.5 M. X 4' W. juniperve eabina 'Scandia W. SPEC 2 FG redder Reed G. 3 GLL PDT 4 HT, X 2.5' W. CaMma9me4a Karl Foe ber NOTE: QUANTITIES ON PLAN SUPERSEDE USI OWNIMES IN BUNT OF DISCREPANCY. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 7634324500 FAX: 7634324W1 46 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 WIN 612.758.3099 FAX W va M.alliant-inc.corn DESIGNED: MMM z MMM PROJECT NO: 215-0110 29 d 29 of 32 z O F r 1n W m Q 0 N a H' W cc i J ❑ '0 a z WW GO > M IS W ❑ a Q LL Gr z Q w U O VI US Q J ❑ z O via E LL FOU a g 1 hereby comfy that this alla eRvUlcn, r plan, span w prepared by me ar under my dirad fuperelslan and that I a duly Licensed UNDSCAPE ARCHITECT under the la we at the State at MINNESOTA MIIENI MILLER. ASIA Dole Uamee Nu. QUALITY ASSURANCE/CONTROL 6Y DATE DATE ISSUE DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0110 29 SHEET 29 of 32 resourceful. naturally. BARR engineering and environmental consultants Memorandum To: Bob Generous, Senior Planner; City of Chanhassen From: Scott Sobiech, PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26, 2016 c: Claire Bleser; Administrator Riley -Purgatory -Bluff Creek Watershed District This proposed redevelopment will need a Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permit prior to beginning construction activities. We appreciate the opportunity to provide preliminary comments on the project. The RPBCWD received a request for preliminary review of this project on May 11, 2016. The following summary of RPBCWD review comments for the proposed Foxwood Subdivision should not be considered complete; this is a preliminary review of the submitted information, additional comments may need to be addressed prior to issuance of a permit based on further review of the plans or revised information that is submitted. The following comments are based on the rules that apply to this project and highlight the areas where revisions or additional information are needed to meet the RPBCWD rules. These review comments do not constitute approval, a variance, or exemption from the rules. Therefore this project will require permit approvals from the RPBCWD Board of Managers. Rule C: Erosion and Sediment Control An Erosion and Sediment Control Permit (Rule C) is required from the RPBCWD because more than 50 cubic yards of earth will be placed, altered, or removed and more than 5,000 square feet of land -surface area will be altered (Rule C, Section 2.1). The following comments must be addressed for the project to be in compliance with RPBCWD Rule C. • The erosion control plan must include the following information: o Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. o Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. o Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. Barr Engineering Co. 4700 West 77th Street, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com To: Bob Generous, Senior Planner; City of Chanhassen From: Scott Sobiech, PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26, 2016 Pane: 2 o Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. o Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. o The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Rule D: Wetland and Creek Buffers Wetlands on this parcel appear to be downgradient from the proposed site activities. Because the proposed work triggers RPBCWD's Stormwater Management Rule (Rule J) and there are wetlands downgradient of the activities, Rule D, Subsections 2.1a and 3.1 require buffer around these wetlands. To conform to the RPBCWD Rule D the following revisions are needed: o The wetland delineation boundaries and MnRAM analysis results are provided on the plans. Please provide the delineation and MnRAM reports for documentation of the wetland type determination and functional/values assessment. o Please provide an example detail for the marker locations noted on the plans. An example detail is available for download from the RPBCWD website (www.rpbcwd.org/permits). o A note must be added to the plans indicating: The potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) must be minimized to the maximum extent possible. o Before any work subject to District permit requirements commences, buffer areas and maintenance requirements must be documented. The applicant may meet this requirement by entering into a maintenance agreement with the District. Rule G: Waterbody Crossings and Structures The proposed placement of fill within the wetland 4a waterbody triggers the requirements identified in RPBCWD Rule G. Criteria are established in RPBCWD, Rule G, Subsection 3 for the construction of a crossing or structure within the waterbody. To conform to RPBCWD Rule G the following revisions are needed: o The design of the roadway fill must assure no net increase in the flood stage of the waterbody. io: Bob Generous, Senior Planner; City of Chanhassen From: Scott Sobiech, PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26, 2016 Paae: 3 o The design of the roadway embankment must not adversely affect water quality, change the existing flow] i ne/g radient, or cause increased scour, erosion or sedimentation. o The design of the roadway embankment must represent the 'minimal impact' solution to a specific need with respect to all other reasonable alternatives. o Banks must be stabilized immediately after completion of permitted work and revegetated as soon as growing conditions allow. o A note must be added to the plans indicating: The potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) must be minimized to the maximum extent possible. o The finished, stabilized slope will not be steeper than 3:1 (horizontal to vertical). Rule J: Stormwater Management A Stormwater Management Permit (Rule J) will be required for this project because more than 50 cubic yards of earth will be placed, altered, or removed or more than 5,000 square feet of land -surface area will be altered (Rule 1, Section 2.1). Based on the information provided, it appears the project is a development and the criteria in Rule 1, Section 3 would apply to the entire project parcel. Comments provided below are preliminary and general in nature and the applicant should review the RPBCWD's Stormwater Management Rule for full details on submittal requirements. • General Comments: o All Stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity. A maintenance and inspection plan must be provided. The maintenance and inspection plan must include specific maintenance requirements for the proprietary BMPs installed. o The HydroCAD output provided indicates the rainfall distribution used was the SCS Type II, which is not a RPBCWD approved nested storm distribution. An approved rainfall distribution is provided on the district website (http://www.rpbcwd.org/permits/). Similarly, the approved snowmelt distribution, with a total precipitation of 7.2 -in is provided on the website above and should be utilized for the HydroCAD model. o Please provide a boring within the footprint of Infiltration Basin #2. The boring must provide the groundwater elevation or show that no groundwater is present to at least three feet below the proposed stormwater management facility. o As proposed, runoff from the impervious surface in the northeast corner of the site will not be abstracted according to the provide SWMP. This does not appear to meet the abstraction requirement in subsection 3.1. When considering the abstraction requirement the applicant must consider the relocation of project elements to address To: Bob Generous, Senior Planner; City of Chanhassen From: Scott Sobiech, PE Subject: Foxwood Subdivision Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: May 26, 2016 Paae: 4 varying soil conditions and other site constraints to achieve the abstraction requirements. Based on the MPCA stormwater manual, infiltration is possible on D soils. o The P8 modeling provided was only simulated for one year. The year simulated only had 27.3 inches of precipitation which is less than the average precipitation for the RPBCWD. The P8 model must be updated to simulate a minimum of 10 years to determine the long term average TSS and TP removals. o Please submit the electronic P8 model and HydroCAD models for further review. o Permit applicant must provide a maintenance and inspection plan. The plan must be documented in a form acceptable to the District. A draft maintenance agreement is available on the permits page of the RPBCWD website. (http://www.rpbcwd.org/permits/). Summary Based on the information provided to date, the proposed design does not meet the RPBCWD rules and a permit from the RPBCWD will be required prior to construction to likely cover the following: Erosion and Sediment Control, Wetlands and Buffers, Waterbody Crossings and Structures, and Stormwater Management. The permit application and final adopted rules are available for download on the RPBCWD website: http://www.rr)bcwd.orci/r)ermits/. Please contact us with any questions. m �NNEsorgy° Minnesota Department of Transportation F��<4 Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 May 26, 2016 Robert Generous, Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: Foxwood MnDOT Review #P16-027 SW Quad of TH 101 and Lyman Blvd. Chanhassen, Carver County Control Section 1009 Dear Mr. Generous, Thank you for the opportunity to review the Foxwood Site Plan. The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before development can continue, please address the following comments: Design: For "Road A" Access, please show the following on the site plan drawings: • Label location of TH 101 on the profile. • On Road A profile show the subsurface excavation and back fill • Show curb radius at comers where Road A ties into TH 101. • Show Road A - TH 101 intersection details and show the pedestrian ramp details. • Provide information on the perimeter control and rapid stabilization provided in the vicinity of TH 101. A 6' retaining wall is located within MnDOT right of way for TH 101. No part of this wall or supporting elements can be on MnDOT right of way. For questions concerning these comments, please contact Nancy Jacobson (nancy.l.jacobsonkstate.mn.us or 651-234-7647) in MnDOT Metro District's Design Section. Water Resources: A drainage permit is required. The proposed development will need to maintain or reduce existing drainage rates to MnDOT right of way. The project developer will need to submit the most current construction plans and existing/proposed hydraulic computations for the 2, 10 and 100 year rainfall events, verifying that all existing drainage patterns and systems affecting MnDOT right of way will be perpetuated. The Drainage permit application can be found at: http://www.dot.state.nin.us/utility/forms.html-Application for Drainage Permit A drainage permit checklist can also be found at: http://ihub/metro/wre/Link%20Files/Drainage%2OPermit%2OAvpiications°/2OChecklist ndf The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application For questions regarding these comments, please contact Hailu Shekur, Metro Water Resources, at hailu.shekur(crstate.mn.us or651-234-7521. Noise: MnDOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities having the authority to regulate land use shall take all reasonable measures to prevent the establishment of land use activities, listed in the MPCA's Noise Area Classification (NAC), anywhere that the establishment of the land use would result in immediate violations of established State noise standards. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such developed areas. The project proposer is required to assess the existing noise situation and take the action deemed necessary to minimize the impact to the proposed development from any highway noise. If you have any questions regarding MnDOT s noise policy please contact Rick Dalton in Metro District's Noise and Air Quality Unit at 651-234-7677 or richard.dalton@state.mn.us. Permits: As previously stated, a drainage permit is required. Additionally, any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at http://www.dot.state.mn.us/inetro/maintenance/vermits.html Please include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (buck.craiggnastate.mn.us or 651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot@state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdee/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(a�state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234-7793. Sincerely, 11�. .Z�d� Michael J. Corbett, PE Senior Planner Copy sent via E -Mail: Nancy Jacobson, Design Rod Koehn, Design Hailu Shekur, Water Resources Merlin Kent, Traffic Clare Lackey, Traffic Douglas Nelson, Right -of -Way Buck Craig, Permits Diane Langenbach, Area Engineer Rick Dalton, Noise Bruce Wetherbee, Surveys Luke Kranz, County Surveyor Russell Owen, Metropolitan Council CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on May 26, 2016, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a request for a Wetland Alteration Permit, Conditional Use Permit for development in the Bluff Creek Overlay District (BCOD), rezoning from Agricultural Estate District (A2) to Residential Low and Medium Density (RLM), and a 52 -lot subdivision with variances on 43.55 acres of property — Planning Case 2016-13 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 1 Kim T. 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Dm(i`o=N >f° a PID Taxpayer Name JAMES D & JENNIFERI WILSON REVTRUSTS PAUL D & CAROL L PAULSON DAVID R & MARY B BLANSKI iTaxpayer Address S730YANCYAVE 9250 GREAT PLAINS BLVD 9350 GREAT PLAINS BLVD ;Taxpayer City-State-Zip250232100 GERMANY, MN 55367-9327250240810 NHASSEN, MN 55317-8641250240811 NHASSEN, MN 55317-8642250242900 GIANETTI PROPERTIES LLC 2899 HUDSON BLVD AUL, MN 55128-7100250250100 PAMELAA O'NEILL 40 LAKE RILEY TRL NHASSEN, MN 55317-4541 250251200 WADE W MARSHALL 9441 GREAT PLAINS BLVD CHANHASSEN, MN 55317-8607 250251300 PRINCE R NELSON 7801 AUDUBON RD CHANHASSEN, MN 55317-8201 250251510 TIMOTHY J LOWE 60196TH ST W CHANHASSEN, MN 55317-8602 250251600 JAMES & ARLENE J CHURCH 61196TH ST W CHANHASSEN, MN 55317-8602 250251700 STEPHEN J & COLEEN M WILKER 62196TH ST W CHANHASSEN, MN 55317-8602 250251800 KEVIN L & LORI A BOGENREIF 63196TH ST W CHANHASSEN, MN 55317-8602 250251900 RICHARD A & BETTY A DERHAAG 71196TH ST W CHANHASSEN, MN 55317-8603 250252000 DOUGLAS L & PAULA JO STEEN 70196TH ST W CHANHASSEN, MN 55317-8603 250252100 WILLIAM F & MARY E HEINLEIN 72196TH ST W CHANHASSEN, MN 55317-8603 250252400 GARY J & MARY LANE BENDZICK 73196TH ST W CHANHASSEN, MN 55317-8603 250253100 ROBERT & CHRISTIN E BOECKER 610 96TH ST W CHANHASSEN, MN 55317-8601 250253200 LESLIE LO -HALL OA 710 96TH ST W CHANHASSEN, MN 55317-8603 250253210 GREGORY M FALCONER 720 96TH ST W CHANHASSEN, MN 55317-8603 250253300 ROGER A & KIMBERLY A LEE 600 96TH ST W CHANHASSEN, MN 55317-8601 250253400 WESLEY & CAROL DUNSMORE 730 96TH ST W CHANHASSEN, MN 55317-8603 250253500 ANDREW T RIEGERT 620 96TH ST W CHANHASSEN, MN 55317-8601 250253600 JAMES M & TERESA A BYRNE 700 96TH ST W CHANHASSEN, MN 55317-8603 250253800 THEODORE B & KAREN K HASSE 630 96TH ST W CHANHASSEN, MN 55317-8601 250900040 STEVEN A & RENEE A WILLIAMS 9291 KIOWA TRL CHANHASSEN, MN 55317-8615 250900050 NORMAN E & STACY A KRUSE 9351 KIOWA TRL CHANHASSEN, MN 55317-8617 250900060 GEORGE -ANN LILLIE 9355 KIOWA TRL CHANHASSEN, MN 55317-8617 250900070 EDWIN MICHAEL DOMKE 9361 KIOWA TRL CHANHASSEN, MN 55317-8617 250900080 RICHARD C BRAMA 9371 KIOWATRL CHANHASSEN, MN 55317-8617 250900090 MARK A & PAMELA K MOKSNES 9381 KIOWA TRL CHANHASSEN, MN 55317-8617 250900100 JOYCE E KING 9391 KIOWA TRL CHANHASSEN, MN 55317-8617 250920030 FREDERICK W & JUDITH AMRHEIN 9350 KIOWA TRL CHANHASSEN, MN 55317-8616 251550022 TIMOTHY A& DAWNE M ERHART 9611 MEADOWLARK LN CHANHASSEN, MN 55317-8695 252660010 R & C BRANDTJOINT REV TRUST PO BOX 722 CHANHASSEN, MN 55317-0722 252660020 MARK 1 & KAREN G GALLER 9376 KIOWA TRL CHANHASSEN, MN 55317-8616 252660030 PAULTANDERSON 9380KIOWA TRL CHANHASSEN, MN 55317-8616 252660040 RYAN STEWART 9390 KIOWA TRL CHANHASSEN, MN 55317-8616 253650010 CARISSA E HAVERLY 750 96TH ST W CHANHASSEN, MN 55317-8603 253650020 CHARLES E & SANDRA R WORM TRUSTS 760 W 96TH ST CHANHASSEN, MN 55317-8603 253910010 JAMES E & JEAN M SLOSS 9360 KIOWA TRL CHANHASSEN, MN 55317-8616 253910020 JEFFERY C & MARYELLEN J SEELEY 9366 KIOWA TRL CHANHASSEN, MN 55317-8616 257800070 BRIAN EDDS 575 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800080 TIMOTHY S & TAMARA S MILLER 579 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800090 TIMOTHY M VICCHIOLLO 583 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800100 DANEILJ MUELLER 587 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800110 ERIC W LORENTZSON 591 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800120 AUVANTE HOLDINGS LLC 595 SUMMERFIELD DR CHANHASSEN, MN. 55317-7645 257800130 PAUL C SCHNETTLER 599 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 257800390 SPRINGFIELD HOMEOWNERS ASSN 258470010 DAVID G DELFORGE 7100 MADISON AVE 891 LYMAN BLVD GOLDEN VALLEY, MN 55427-3602 CHANHASSEN, MN 55317-9161 2584700201 FRANK T & MARY LOU WHALEY 258470030 1 LAURENE E FARRELL 851 LYMAN BLVD 801 LYMAN BLVD CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317-9161