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2020-11-05 Planning Commission Agenda Packet
CITY OF CORCORAN *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Corcoran Planning Commission Agenda November 5, 2020 - 7:00 pm 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.City Planner Introduction – Paul Moretto 5.Open Forum 6. Minutes a. Minutes – September 3, 2020* 7.New Business - Public Comment Opportunity a.Request for Final PUD Development Plan for Rush Creek Reserve (formerly Sawgrass) (PID 23-119-23-42-0004) (City File 20-030) i.Staff Report ii.Commission Discussion & Recommendation b.Request for Final PUD Development Plan for U.S. Home Corporation (dba Lennar) for Ravinia 15th Addition (City File 19-033) iii.Staff Report iv.Commission Discussion & Recommendation c.Public Hearing. Preliminary Plat for Tessmer Addition (PID 07-119-23-22-0001 and 07-119-23- 21-0002) (city file no 20-037) v.Staff Report vi.Open Public Hearing vii.Close Hearing viii.Commission Discussion & Recommendation 8. Reports/Information a.Planning Project Update* b.City Council Report* – Council Liaison Schultz c.Other Business 9.Commissioner Liaison Calendar City Council Meetings 11/12/20 11/23/20 12/10/20 12/21/20 01/14/21 01/28/21 Dickman Jacobs Shoulak Vehrenkamp Wu Dickman 10. Adjournment Meeting Held Via Telephone/Other Electronic Means Call-in Instructions: Call: +1 312 626 6799 US Enter Meeting ID: 820 0317 6281 Press *9 to speak during the Public Comment Sections. Video Instructions: Click this link: https://us02web.zoom.us/j/82003176281 OR visit www.zoom.us and enter Meeting ID: 820 0317 6281 Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment Sections. Participant video feeds will be muted. For more information on options to provide public comment visit: www.corcoranmn.gov CITY OF CORCORAN Corcoran Planning Commission Minutes September 3, 2020 - 7:00 pm The Corcoran Planning Commission met on September 3, 2020 at City Hall in Corcoran, Minnesota. Present via telephonic or other electronic means were: Chair Jacobs, Commissioner Dickman, Commissioner Shoulak, and Commissioner Vehrenkamp. Absent: Commissioner Wu Also present via telephonic or other electronic means were: City Planner Lindahl and Council Liaison Anderson. Code Compliance Official Pritchard was present at City Hall. 1.Call to Order / Roll Call Chair Jacobs called the meeting to order at 7:00pm. 2.Pledge of Allegiance 3.Agenda Approval Motion made by Vehrenkamp seconded by Shoulak to approve the agenda as presented. Voting Aye: Jacobs, Dickman, Shoulak, and Vehrenkamp. (Motion carried 4:0) 4.Open Forum – Jim (Hou?) representing KOA Campground, 10410 Brockton Lane, Maple Grove, asked to speak on item 6a. Chair Jacobs asked to hold off on comments until after the staff report. 5.Minutes a.Minutes – August 6, 2020 Motion made by Dickman seconded by Shoulak to approve the minutes as presented. Voting Aye: Jacobs, Dickman, Shoulak, and Vehrenkamp. (Motion carried 4:0) 6.New Business - Public Comment Opportunity a.Request for Site Plan, Conditional Use Permit and Variance for Nelson International on the property located at 10409 County Road No. 101 (PID 01-119-23-41-0001) (city file no. 20- 022)(tabled from August 6th meeting) i.Staff Report – Planner Lindahl presented her staff report. ii.Public Comment – Jim, representing KOA stated they are no opposed to development but are concerned with operating hours, screening, and lighting. He shared concerns about noise after 9pm and asked if noise could be mitigated. iii.Commission Discussion & Recommendation – The Commission discussed hours of operation and noise concerns as well as options such as closing doors after 9pm to mitigate noise. Architecture was discussed and the applicant confirmed that windows on the building are functional and that they would work to mitigate noise and be a good neighbor. The Commission discussed the updated plans and that the use fits the zoning. Motion made by Vehrenkamp seconded by Dickman to recommend approval of the resolution approving site plan, conditional use permit and variance as presented. Voting Aye: Jacobs, Dickman, and Vehrenkamp. Voting Nay: Shoulak. (Motion carried 3:1) b.Public Hearing. Conditional Use Permit to allow a new Accessory Building exceeding the maximum size allowed at 9226 Cain Road (PID 14-119-23-22-0004) (City File No. 20-026) i.Staff Report – Planner Lindahl presented her staff report. ii.Open Public Hearing – Chair Jacobs opened the public hearing. Rick Emery, applicant confirmed the building colors to be white and beige. iii.Close Hearing Motion made by Dickman seconded by Vehrenkamp to close the public hearing. Voting Aye: Jacobs, Dickman, Shoulak, and Vehrenkamp. (Motion carried 4:0) 6a. *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. iv. Commission Discussion & Recommendation – The Commission discussed the building design and inquired about gutters, the design on the peak end and porch/overhangs. The applicant clarified the design on the peak is the manufacturer logo. Staff confirmed that gutters are not required on residential and that porches would count against square footage. Motion made by Dickman seconded by Shoulak to recommend approval of the resolution approving the conditional use permit as presented. Voting Aye: Jacobs, Dickman, Shoulak, and Vehrenkamp. (Motion carried 4:0) 7. Reports/Information a. Planning Project Update – Information only. b. City Council Report* – Council Liaison Anderson updated the Commission on Council activities. c. Other Business – None 8. Commissioner Liaison Calendar City Council Meetings 9/10/20 9/24/20 10/08/20 10/22/20 11/5/20 11/23/20 Shoulak Vehrenkamp Wu Shoulak Dickman Jacobs 9. Adjournment Motion made by Vehrenkamp seconded by Shoulak to adjourn. Voting Aye: Jacobs, Dickman, Shoulak, and Vehrenkamp. (Motion carried 4:0) Meeting adjourned at 8:36pm. Submitted by Mike Pritchard Code Compliance Official 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 7.a. TO: Corcoran Planning Commission FROM: Kendra Lindahl, Landform DATE: October 29, 2020 for the November 5, 2020 Planning Commission Meeting RE: Final PUD Development Plan and Final Plat for Rush Creek Reserve (formerly Sawgrass) (PID 23-119-23-42-0004) (City File 20-030) REVIEW DEADLINE: December 11, 2020 1. Application Request M/I Homes of Minneapolis/St. Paul LLC has requested approval of a final PUD development plan for the project and the final plat for the first phase of this project. Only the final PUD development plan is reviewed by the Planning Commission. The Planning Commission recommendation will be forwarded to the City Council. The City Council is expected to take action on the final PUD development plan and final plat on November 23rd. 2. Context Background The City reviewed a concept plan for the Sawgrass development in the summer of 2014. The City completed an EAW (environmental assessment worksheet) and adopted a determination of No Need for EIS on November 13, 2014. The City granted preliminary approvals for 246 homes on 103-acres on December 11, 2014 and these approvals were valid for two years. One-year extensions were approved by the Council on February 23, 2017, January 25, 2018 and February 28, 2019 with a current expiration date of February 28, 2020. On February 27, 2020, the City Council approved an extension of the preliminary approvals until August 27, 2020. The final plat and final PUD development plan application was submitted prior to that deadline. Zoning and Land Use The property is currently guided Low Density Residential and zoned RSF-2 (Single Family Residential 2). The rezoning to PUD was approved on December 11, 2014 and becomes effective when the City Council adopts the final PUD Development plan. If the approved, staff will update the zoning map to reflect the PUD zoning for the portion of the site that will be developed as Rush Creek Reserve (not the outlots to be retained by the landowner or acquired by the Church. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 2 November 5, 2020 Surrounding Properties The properties to the north are guided Mixed Residential and High Density Residential and zoned UR. The properties to the east are guided Medium Density Residential and Public/Semi-Public and are zoned RMF-1 (Medium Density Residential) and P-I (Public Institutional). The four parcels to the south (and north of County Road 10) are guided Commercial and Public/Semi-Public and zoned C-1 (neighborhood commercial). The property to the south across County Road 10 is guided Parks/Open Space and Public/Semi-Public and zoned P-I. Natural Characteristics of the Site A High Quality Natural Community is located in the north (Maple Basswood Forest) and east (Floodplain Forest) areas of the site. Rush Creek and an unnamed tributary are adjacent to or within the site; consequently, a portion of the site is in the shoreland overlay district. A portion of the site is also located in the floodplain. There are numerous wetlands scattered throughout the site. 4. Analysis of Request A. Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance. If it meets these standards, the City must approve the final plat. B. Consistency with Ordinance Standards Final PUD Development Plan Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans. PUD Amendments The original Sawgrass PUD approvals included flexibility from some standards in exchange for a development with amenities or improvements that would not otherwise have been possible. Specifically: The developer received PUD flexibility for: • Reduced lot sizes (area and width) • Reduced setbacks Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 3 November 5, 2020 • Signage (sign area and number) • Flexibility from the architectural design standards, regarding garages • Alternative wetland buffers • Trails located within the buffer • Shoreland Overlay District flexibility related to lot coverage, lot width, setbacks and building height. In return for this flexibility, the developer provided: • HOA-maintained permanent open space (38% of the site) • HOA-maintained landscaping in the cul de sac islands and entry monument • A restored urban forest with more than 1,620 new trees • Decorative street lighting • Sidewalks all public streets • Dedication of a trail easement on the west side of the property without park dedication credit • Paving of the entry trail at no cost to the City • Preservation/restoration/enhancement of wetlands • Financing of trunk infrastructure improvements, including a lift station in the project and improvements to County Road 10 • Life-cycle housing opportunities with single family detached homes and some association maintained housing planned. The applicant is now M/I Homes and there are some requested changes to the approved PUD that are beyond the typical minor changes that occur between preliminary and final approval These changes were reviewed by the City Council on April 23, 2020 and the PUD amendment will be processed with the final PUD development plan: 1. The new plan will only include a portion of 103-acre site in the PUD. The entire site will be included in the final plat, but a 7.5-acre parcel on the west side of the site will be retained by the landowner and a parcel on the east side of the site will be acquired by St. Thomas Church. These two parcels will retain the RSF-2 zoning. 2. The new plan eliminates the 75-foot wide lots and replaces them with 55- and 65-foot wide lots. In exchange for this change, the applicant is proposing to increase the site yard setback from the approved 5-foot setback to 7.5 feet. a. They would increase the number of lots from 246 to 257 homes. This increases the net density from 3.5 units per acre (upa) to 3.8 upa. b. This is consistent with the 3-5 unit per net acre range required by the Comprehensive Plan. 3. Change foundation types, which will impact the grading plan. The proposal would include a mix of slab, full, lookout, walk out foundations. 4. The Zoning Ordinance requires a minimum garage size and the applicant is requesting PUD flexibility from these standards. This is a new request that was not part of the original approvals. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 4 November 5, 2020 5. The original approvals received PUD flexibility from the maximum garage area on the front elevation. The applicant is requesting an additional increase as part of this project. 6. The applicant is also requesting flexibility from the ordinance townhome standard that 1) a minimum of twenty five percent (25%) of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone 2) no single building facade shall have more than seventy five percent (75%) of one type of exterior finish and 3) no townhome dwelling structure shall have more than sixty percent (60%) of all building facades of one type of exterior finish. 7. Townhomes were a highly desired component of the original development proposal for the Council at the time. The new concept increases the number of townhomes from 20 to 58 homes. Proposed PUD Uses The new plan includes a variety of single family homes, twin homes and townhomes. The plans show: 177 single family homes 22 twin homes 58 townhomes 257 total homes While the total number of units has changed, the mix of units is consistent with the PUD approvals. Lot Size and Setbacks The applicant is showing lot sizes and setbacks that are generally consistent with the preliminary plat and preliminary PUD development plan, which allowed a mix of 55-, 65- and 75-foot wide lots with a 5- foot side yard setback. The final PUD is modified to eliminate the 75-foot side lots and increase the side yard for the single family home lots from 5 feet to 7.5 feet. The requested standards are: Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 5 November 5, 2020 Single Family Detached Detached Villas Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility--the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft./per unit Minimum lot width 55 feet 55 feet 75 feet (37.5 per unit) 26 feet Minimum Principal Structure Setbacks Front, From all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings The site plan should be revised to show a minimum 22-foot driveways for all garages that do not overlap into sidewalks, drives or streets. Architecture The applicant has a variety of building elevations for the different housing types and it appears that they will comply with the anti-monotony regulations for the detached homes. However, they are requesting flexibility from the material standards. The front elevations of the single family homes and villas provide good building articulation and interest, but no side or rear elevations were provided. Full building elevations must be submitted for architectural review and approval by staff. Section 1040.040, Subd. 8. of the Zoning Ordinance establishes design standards for single family homes (which includes villas and twinhomes) and Section 1040.060, Subd. 9 of the Zoning Ordinance establishes design standards for townhomes. The single family and twinhome standards require a minimum of two different materials on the front elevation, a minimum of 3 different variations of color, style and/or material and except for brick, stucco or stone, no more than 75% of one type of exterior finish. Exhibit C of the applicant’s narrative includes all Proposed Front Building Elevations for the community. No information was provided about side or Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 6 November 5, 2020 rear elevations, but applicant has indicated that they will comply with the ordinance standards for these elevations, which require: 1. Equal architectural treatment on all sides of the building (materials, articulation, etc.) shall be used for all new residential construction when located on or visible from a street or public park. Each elevation facing a street or public park should use a minimum of 2 different materials and/or styles compatible with the front elevation as described in this Section. All other elevations shall make a good faith effort to demonstrate that elements of the front elevation have been considered for incorporation on these elevations. The PUD modified this requirement as follows for the homes visible from County Road 10: These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. 2. Each side elevation shall have at least one window or door opening. 3. A maximum of 18 inches of the foundation wall may be exposed on any elevation. Exhibit C of the applicant’s narrative outlines the area of each material on the proposed elevations for all project types. A total of 99 elevations are provided within the community when a minimum of 5 front elevations is required. Staff finds that the single family and villa units comply with these standards. The twinhome units are subject to these same standards in the Zoning Ordinance, but for the purposes of this project are being evaluated under the townhome standards discussed below. The Sawgrass preliminary approvals said “Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. However, since no home plan has been provided, the City will work with the applicant to determine the extent of this flexibility when a development proposal for that site is submitted.” No specific PUD flexibility was granted, but the City suggested a willingness to consider modifications to the design standards. The applicant is requesting approval of the following material mixes on the townhome buildings: 3-Unit building Front Side 1 (N) Side 2 (H) Back Total sq. ft. % sq. ft. % sq. ft. % sq. ft. % sq. ft. % Siding 560.16 57.5% 613.72 73.6% 1111.8 100% 1120.49 100.0% 3406.17 84.3% Shake 324.02 33.3% 220.11 26.4% 0 0% 0 0.0% 544.13 13.5% Stone 90.28 9.3% 0 0.0% 0 0% 0 0.0% 90.28 2.2% Total 974.46 833.83 1,111.8 1,120.49 4,040.58 Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 7 November 5, 2020 4-Unit building Front Side 1 (N) Side 2 (H) Back Total sq. ft. % sq. ft. % sq. ft. % sq. ft. % sq. ft. % Siding 730.24 57.5% 613.72 73.6% 1111.8 100.0% 1539.79 100.0% 3995.55 84.0% Shake 432.43 34.0% 220.11 26.4% 0 0.0% 0 0.0% 652.54 13.7% Stone 107.42 8.5% 0 0.0% 0 0.0% 0 0.0% 107.42 2.3% Total 1,270.09 833.83 1,111.8 1,539.79 4,755.51 Staff does not believe that the side and rear elevations as proposed meet the ordinance standards. Townhomes are required to comply with the following design standards: Exterior Building Finish: The exterior of attached/townhome dwelling units shall include a variation in building materials which are to be distributed throughout the building facades and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, attached/townhome dwelling structures shall comply with the following requirements: a. A minimum of twenty five percent (25%) of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone. The applicant provided a table in Exhibit C of their narrative with a breakdown of material types and percentages. They are requesting PUD flexibility to allow less than the 25% requirement. The plans vary by building type but have a range of 5.1 – 17% percent stone on the front elevation. Lap siding ranges from 47 - 71.4% of the front elevation with shake siding access ranging from 23.2 – 47.1 % of the elevation. Staff believes the townhome elevations provide an appropriate mix of materials and articulation to provide visual interest to meet the intent of the ordinance on the front elevation. The first side elevation does include some shake siding (26.4%) in addition to the lap siding, which is consistent with the intent of the ordinance. However, the other side and rear elevation are shown only with lap siding. Flat elevations with only one color/type of siding the rear and side elevations would not meet the ordinance requirements. The rear elevation does provide some visual interest due to the roof line changes, but staff recommends that the Planning Commission discuss potential upgrades to those side and rear elevations. Some alternatives that have been used on other projects include: • Use of the wider window trim found on the front elevation on the side and rear elevations • The use of the window grids from the front elevation on the side and rear elevations • Adding shake to the side or rear elevations • Adding a trim board to break up the elevation • Using more then one color of lap siding The Planning Commission should review and provide direction on how to adequately address the intent of the ordinance. Staff has included a condition #10.f.ii requiring modifications to the Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 8 November 5, 2020 plans to address the spirit of the ordinance. However, if the Planning Commission finds that the current design is consistent with the ordinance, they should modify that condition. b. Except for brick, stucco, and/or natural or artificial stone, no single building facade shall have more than seventy five percent (75%) of one type of exterior finish. The applicant is requesting flexibility as noted above. c. Except for brick, stucco, and/or natural or artificial stone, no townhome dwelling structure shall have more than sixty percent (60%) of all building facades of one type of exterior finish. The applicant is requesting flexibility as noted above. d. For the purpose of this Section and material calculations: i. The area of the building facade shall not include area devoted to windows, entrance doors, garage doors, or roof areas. ii. Variations in texture or style (i.e., lap siding versus shake shingle siding) shall be considered as different materials meeting the requirements of this Section. iii. Integral colored split face (rock face) concrete block or plain concrete block shall not qualify for meeting the brick, stucco and/or natural or artificial stone material requirements. Color. Each attached/townhome building shall feature a broad array of colors, including earth tones, muted natural colors found in surrounding landscape or other colors consistent with the adjacent neighborhood. Buildings in proximity to each other shall not look alike in terms of the combination of color siding, accent and roofing materials. The home or townhome building under consideration will be compared to two homes or townhome buildings on each side of it and to the three homes or town home buildings directly facing it. Staff will work with the applicant to ensure compliance with this requirement. A color and material palette should be provided for review and approval. Facades and walls: Each attached/townhome dwelling unit shall be articulated with projections, recesses, covered doorways, balconies, covered box or bay windows or other similar features, dividing large facades and walls into human scaled proportions similar to adjacent single-family dwellings. The plans appear to comply, but additional information must be provided for the rear and side elevations. Roofs. Each attached/townhome building shall feature a combination of primary and secondary roofs. Primary roofs shall be articulated by at least one of the following elements: a. Changes in place and elevation Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 9 November 5, 2020 b. Dormers or gables c. Transitions to secondary roofs over entrances, garages, porches, bay windows. The elevations comply. Homeowners Association A homeowner’s association (HOA) will maintain all common ownership areas of the development, including the common areas, medina landscaping and cul-de-sac/island plantings. They will also be responsible for sidewalk snow removal and trash collection in the development. The villas, townhomes and twinhomes will also have HOA snow removal and lawn care. The HOA documents for this development must be submitted for City review and approval prior to release of the final plat for recording. Landscaping The applicant has provided a final tree preservation plan that conforms to the preliminary development plan. The tree preservation comparison exhibit shows less tree removal with this project than with the original Sawgrass plan. Section 1060.070 of the Zoning Ordinance requires one overstory tree for each home. The original approvals showed a very robust landscape plan that exceeded ordinance requirements with a variety of landscaping along the perimeter of the site, along the streets, and adjacent to wetlands PLUS three trees on each lot. The plan shows overstory trees along each of the public streets in the right-of-way. The even spacing and location of the trees creates a desirable tree canopy along the roads. City policy allows for trees in the right-of-way for 60-foot rights-of-way (where there is room for the public infrastructure and the trees) but will require that trees be placed outside of the right-of-way in the 50-foot rights-of-way. These trees outside of the right-of-way must be planted prior to issuance of a certificate of occupancy for the adjacent home. In addition to the materials shown on the current landscape, at least two overstory trees must be planted on each single family and villa lot in addition to the street trees shown on the plans. Signage No development signage is proposed. Streets The street layout and design are consistent with preliminary approvals. The HOA is required to maintain all common lots, cul-de-sac landscaping, boulevard plantings, median landscaping at the entrance and Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 10 November 5, 2020 ponds. Additionally, the HOA will be responsible for ensuring sidewalk snow removal. Staff notes that the developer is required to maintain all common areas and will be required to enter into a maintenance agreement with the City. Street names comply with the City’s approved street naming policy. Section 945.020, Subd. 19 of the Subdivision Ordinance requires temporary cul-de-sacs until future connections are constructed. At that time the easements can be vacated. The internal streets are a mix of 50- and 60-foot wide right-of-way with 28-foot wide streets. The applicant shall also be required to install barricades and signage to indicate a future road connection, consistent with Section 945.010, Subd.19 of the Subdivision Ordinance Hennepin County provided letter dated October 12, 2020 with an updated request for right-of-way. Typically, the County only provides comments on a preliminary plat application, but since that approval was in 2014 staff provided a copy of the updated plans to the County. The County is requesting a 60- foot ½ right-of-way for County Road 10. The developer is providing that through a combination of a 50- foot ½ right-of-way plus a 10-foot easement, which was an option provided by the County. The developer must also provide a 10-foot trail/sidewalk easement and an overlapping 10-foot drainage and utility easement behind the County Road 10 right-of-way for review an approval by the County and City. The land adjacent to CR 10 is all outlot and will be covered with a blanket drainage and utility easement. However, the outlots that are planned for future development will be required to vacate the blanket drainage and utility easement and provide new easements when replatted. The applicant will be required to comply with the conditions in the City Engineer’s memo dated October 28, 2020. Parking The Zoning Ordinance requires two parking stalls for each unit plus one parking stall for each five townhome units. The 35 townhome units provided in phase 1 would require 7 guest parking stalls in addition to the two garage stalls provided for each unit. The plans show at total of 58 townhome units (35 in phase 1), which would require 12 off-street guest parking stalls (7 in phase 1). The plans must be revised to show the required guest parking. Section 1060.060 of the Zoning Ordinance requires that parking areas with four or more stalls be screened from residential properties and streets with landscaping a minimum of three feet high. Utilities Municipal sewer and water are available to serve the site. The applicant will be required to comply with the conditions in the City Engineer’s memo dated October 28, 2020. The developer will build a new lift station on the north end of the site as part of the phase 1 improvements. The plans will need to be revised to show a detailed layout of the future lift station area and access. This may result in some changes to the plans in this area, including the possible elimination of Lot 12 to accommodate the lift station, access, road, and stormwater outlet from the wetland. Any change may also impact tree Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 11 November 5, 2020 preservation and landscaping in this area and those changes must be reviewed by city staff to ensure there are no conflicts. Wetlands The final plans shows several wetlands. The wetland buffers and buffer setbacks provided are generally consistent with the preliminary plat. Section 1050.010, Subd. 7 requires that monuments be installed at each lot line where it crosses a wetland buffer, and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. Plans generally comply with this requirement, but the applicant should work with staff to finalize the monument sign locations, particularly in the common areas. The applicant has indicated that some wetland areas will be filled, but that they will be mitigated on site. The mitigation includes a wetland bank once final approval is granted from the LGU. Floodplain The plans show that there are lots located within a 100-year flood plain (on the FEMA Floodplain map), which is represented on the plans. Section 1050.030 of the Zoning Ordinance provides standards for properties within the Floodplain. No impact to the floodplain is proposed. Storm Water Management This project includes construction of new stormwater management ponds. A stormwater maintenance agreement must be prepared for each pond, submitted for review and approval by staff and will be required to be recorded with the final plat. Easements will be required over ponds and swales. The developer has provided 10-foot drainage and utility easements along the front lot lines and five-foot drainage and utility easements along the side and rear lot lines for the single-family lots. This is consistent with the engineering design standards. The applicant will be required to comply with the conditions in the City Engineer’s memo dated October 28, 2020 (including the October 27, 2020 stormwater memo). Lighting The applicant has submitted a lighting plan that shows lighting locations. The lights are located on the sidewalk side of the street. Staff has included a condition that the applicant continue to work with staff to finalize streetlight locations. Staff has included a condition that lighting for the townhomes comply with Section 1060.040 of the Zoning Ordinance. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 12 November 5, 2020 Parks, Trails and Open Space Park dedication for Sawgrass was calculated based on the whole development and included conditions related to the timing of park dedication. The Rush Creek Reserve development is generally consistent with the preliminary approvals, but the park dedication formula has been updated since 2014. Park dedication is due based on the park dedication requirements in place at the time of final plat. Currently, park dedication is required at 15% of the net pre-development area or cash in lieu of land. The City will take a combination of land (in the form of trail easements) and cash to satisfy the park dedication requirements. The materials submitted by the applicant shows 84.4 pre-development net acres for the entire site, which would require: • Park dedication of 12.66 net acres (84.4 x 15%); • Cash in lieu of land or • Some combination of land and cash. However, the applicant is still making modifications to the plan details. Prior to release of the final plat for each phase, they will need to provide park dedication calculations. No off-road trail easements are proposed in phase 1, therefore, park dedication will be cash in lieu and calculated as follows: 51 single family and twinhome lots = $236,028 (51 x $4,628.00) 29 townhomes lots = $91,089 (29 x $3,141) Total = $327,117 The project has an on-road trails connecting from County Road 10 to the large wetland in the NE portion of the site that will be constructed with phase 1. Only off-road trail areas shown in the Comprehensive Plan count toward park dedication requirements. When those portions of off-road trails are platted/constructed a future phase, the trail easements will be dedicated and will be counted toward the park dedication requirement. To calculate the total contribution to park dedication for each phase of development when dedication is proposed, a trail easement exhibit with gross and net acreage calculations will be required. The applicant will be required to work with the City and County to ensure a safe trail crossing on County Road 10 between the project and the existing City park as part of the planned County Road 10 improvements. Although not included as condition of approval, staff encourages the developer to consider shifting the sidewalk on 79th Avenue to the south side of the street for fewer driveway conflicts. Final Plat The applicant is requesting approval of a final PUD development plan for the 257 unit development. Rush Creek Reserve Final Plat and Final PUD Development Plan (20-030) 13 November 5, 2020 The final plat for phase 1 includes 86 lots and eight outlots. The first phase includes 45 single family lots, 6 twinhome units and 29 townhome units. The applicant will be providing final PUD plans and final plats for additional phases of the development in the future. The final plat is consistent with the approved preliminary plat. Development Phasing The developer plans to develop this project in three to five phases depending on market conditions.. Conclusion Staff finds that the proposed final PUD development plan is generally consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and preliminary PUD approvals. The staff report noted the outstanding issues that must be addressed, and we have included conditions in the attached resolutions to address these issues. 6. Recommendation Move to recommend approval of the draft Resolution approving Final PUD Development Plan Attachments 1. Draft Resolution approving Final PUD Development Plan 2. Site Location Map 3. Engineer’s Memo dated October 28, 2020 4. Engineer’s Stormwater Memo dated October 27, 2020 5. Hennepin County Memo dated October 12, 2020 6. Applicant’s narrative dated August 18, 2020 (Exhibits D and E are available at city hall) 7. PUD Plans received October 19, 2020 8. Townhouse Graphics received October 29, 2020 9. Proposed Open Space graphic received October 19, 2020 10. Tree Preservation graphic received October 19, 2020 11. Final Plat received October 27, 2020 12. Sawgrass Approved Preliminary Plat received November 21, 2014 City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 1 of 9 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR “RUSH CREEK RESERVE” FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL LLC (PID 23-119-23-42-0004) (CITY FILE 20-030) WHEREAS, M/I Homes of Minneapolis/St. Paul LLC (“the applicant”) has requested approval of a final PUD (planned unit development) plan for “Rush Creek Reserve” for a total of 257 new homes on the 103-acre property: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD development plan, subject to the following conditions: 1. A final PUD development plan is approved to allow the creation of 257 homes and several outlots, in accordance with the application materials and plans received by the City on August 18, 2020 and revisions received October 19, 2020 and October 27, 2020, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested final plat. 3. The approval is subject to all conditions in the preliminary approvals, except as amended by this resolution: a. Resolution 2014-72 approving the preliminary plat b. Resolution 2014-73 approving the preliminary PUD development plan c. Ordinance 2014-290 approving the rezoning to PUD d. Resolution 2014-74 approving finding of fact for the rezoning 4. The applicant shall comply with all conditions in the City Engineer’s memo dated October 28, 2020 and the City Engineer’s stormwater memo dated October 27, 2020. 5. The application is subject to the review and approval by Hennepin County. The applicant is required to obtain permits and approvals from the County described in October 12, 2020 letter. 6. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this PUD is contingent upon extension of these services to the site. 7. All platted residential lots shall comply with the following setbacks: City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 2 of 9 Single Family Detached Detached Villas Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility--the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft./per unit Minimum lot width 55 feet 55 feet 75 feet (37.5 per unit) 26 feet Minimum Principal Structure Setbacks Front, From all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings 8. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must be located a minimum of 5 feet from the property line. 9. All properties must have a minimum 22-foot driveway parking area in front of the garage that does not overlap into sidewalks, drives or streets. The building permit must dimension this parking area in front of the garage. Architectural and Design standards 10. All Design Requirements for the RSF-3 district described in Section 1040.050, Subd. 8 shall be met, except that PUD flexibility is granted for the following: a. Adjacent homes may be allowed to have the same color and type of roofing product provided the architectural details and material colors for the home are different. b. Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 3 of 9 c. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face and allow up to 60% for detached single family homes and 70% for twinhomes/townhomes. d. The intent of the ordinance is to require the side and rear of homes that are located on or visible from public parks or arterial streets to have architectural elements similar to the front elevation. These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. e. PUD flexibility from the minimum garage size standards in Section 1040.060, Subd. 9.B.7 for the townhomes and twinhomes shall be granted in compliance with Exhibit B of the applicant’s narrative. This would allow smaller garages based on the finding that there will be association maintenance for these units, which will eliminate the need for storage of yard equipment in the garage. There is no minimum garage size requirement for single family and twinhome units. f. PUD flexibility from the building material standards in Section 1040.060, Subd. 9.B.3 for the townhomes is granted to allow: i. Less than 25% of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone. The percentage of materials as shown in Exhibit C of the August 18, 2020 narrative shall be permitted on the front elevation based on the finding that the elevations provide an appropriate mix of materials and articulation to provide visual interest to meet the intent of the ordinance on the front elevation. ii. The applicant shall revise the side and rear elevations for City review and approval to show some material mix on those elevations to meet the intent of the ordinance. Flat elevations with only one color/type of siding the rear and side elevations would not meet the ordinance requirements. The City would consider the following to address the spirit of the ordinance: 1. Use of the wider window trim found on the front elevation on the side and rear elevations, 2. The use of the window grids from the front elevation on the side and rear elevations, 3. Adding shake to the side or rear elevations, 4. Adding a trim board to break up the elevation and/or 5. Using more than one color of lap siding. City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 4 of 9 iii. The applicant shall be allowed to have more than 75% of one type of exterior finish based on the front elevations mix shown on Exhibit C. Additional information must be provided for the side and rear elevations. iv. The applicant is granted flexibility to allow more than sixty percent (60%) of all building facades of one type of exterior finish as shown on Exhibit C. 11. The applicant provided front elevations for the buildings, but all building elevations are required to comply with Section 1040.040, Subd. 8 and Section 1040.060, Subd. 9. Building elevations for the front, side and rear must be submitted for architectural review and approval by the City. 12. The developer shall provide centralized mailbox locations. A mailbox plan shall be provided for City review and approval. Landscaping and Lighting 13. A revised landscape plan shall be submitted for City review and approval and shall identify the number, location, species and plant sizes and locations to ensure compliance with the Section 1060.070 of the Zoning Ordinance. 14. Seed mixes specified on Sheet L1.06 must also reference a MNDOT or MNDNR seed mix number. 15. The developer shall submit a revised landscape plan for City review and approval of the proposed landscaping in the cul de sac islands and median to ensure planting materials will withstand the stresses of these locations. 16. The HOA shall be responsible for planting, irrigation and maintenance of the median landscaping and all landscaping within the cul de sac islands. 17. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 18. The HOA shall be responsible for maintenance of all common lots. 19. The developer must provide a maintenance plan (including a schedule) for maintenance of common areas maintained by the HOA, including the wetland buffers. 20. The applicant shall work with the City to finalize streetlight locations in the field. The applicant shall provide the street lights in compliance with City Policy. 21. All townhome lighting must comply with the requirements in Section 1060.040 of the Zoning Ordinance. 22. No development signage is currently proposed. If development signage is proposed in the future it must comply with the preliminary PUD approvals. City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 5 of 9 23. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been correctly installed and are in compliance with the approved plans and specifications will suffice. Streets, Parking and Utilities 24. All streets within the development shall be public streets. 25. The plans show a 50-foot ½ right-of-way for County Road 10, but must also provide a 10-foot trail/sidewalk easement behind the right-of-way. a. The outlots have blanket drainage and utility easements to protect that 10-foot area behind the right-of-way. b. If the outlots are developed in the future they must retain that required 10-foot easement behind the County Road 10 right-of-way. 26. Parking shall be permitted on one side of the local streets and shall be signed in accordance with city standards. 27. No parking shall be permitted on County Road 10. 28. Townhomes are required to provide one off-street parking stall for each five units. a. The plans show 58 townhomes (35 units in phase 1). b. The plans must be revised to provide a minimum of 12 off-street guest parking stalls for the townhomes (7 for phase 1). c. Parking areas with four or more stalls must be screened from residential properties and streets with landscaping at least three feet high. 29. The future street connections to the east at 79th Place and 80th Avenue and to the west at Walnut must be signed per City standards to show the future connection. 30. Utilities shall be stubbed to the property lines for future extension to adjacent properties. The stubs shall be at the developer’s expense. 31. A public access for emergency vehicle access and trail connection shall be provided from the long cul de sac (79th Avenue) to the northeast street connection. This shall be a 12-foot wide emergency vehicle access in a 30-foot easement with knockdown bollards and shall also serve as a trail. 32. The development shall comply with the Fire Chief’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. Sidewalks and Trails 33. Sidewalks and trails shall be as shown on the Pedestrian Circulation Plan (Sheet C1.00). a. Trails shall be allowed in the wetland buffer as shown. City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 6 of 9 b. Sidewalks shall be constructed on all public streets, including stub streets, at the time of street construction. c. Sidewalks shall be provided on one side of the public streets. d. Sidewalks shall be 5 feet wide. e. Trails shall be 10 feet wide. 34. The HOA or individual homeowners shall be responsible for snow removal on public sidewalks within the development. This must be specifically addressed in the HOA documents. 35. Trailhead signage shall be provided where the trails cross public streets and shall be installed in accordance with city standards. Wetlands 36. Alternative wetland buffers shall be allowed, subject to the standards and conditions in Section 1050.010, Subd. 6 of the Zoning Ordinance. 37. The applicant shall coordinate with staff on the final location of the required wetland buffer monuments. 38. The developer must install wetland buffer plantings and monuments prior to issuance of building permits. Drainage/Stormwater Management 39. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 40. The applicant shall continue to work with the City and adjacent property owners to address the off-site drainage issues as noted in the City Engineer’s memo. Offsite stormwater conveyance will be constructed at developer’s expense based on wetland and watershed approvals and northerly property owners providing easements. Shoreland Overlay District 41. PUD flexibility for the shoreland overlay district was granted as part of the preliminary PUD development plan approvals in Resolution 2014-73 and shall continue to apply. Park Dedication 42. Park dedication shall be a combination of land and cash. a. Dedication of off-road trails as shown on the Pedestrian Circulation Plan (Sheet C1.00). b. Trails shall be 10 feet wide in 20-foot easements and credit will be given for the full easement. The emergency access in the northeast corner shall be a 12-foot trail in 30-foot easement, but credit for this wider trail shall be given only for the standard 20-foot width. City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 7 of 9 c. The remainder of the park dedication shall be cash in lieu of land d. The developer shall pave the entrance trail shown between County Road 10 and the large wetland area (Outlot F) without paving reimbursement. e. The park dedication for the trail easements shall be deeded with each phase of development. f. The developer shall be responsible for finished grading and ground cover for all trails within the development. No credit toward the required dedication shall be given for this work. g. Credit shall be given for trail paving, if directed by the City. Miscellaneous 43. The phasing plan submitted by the developer is approved. 44. A final PUD development plan must submitted with the final plat for each phase for review and approval. 45. The rezoning to PUD shall become effect upon adoption of this resolution approving the final PUD development plan for this project, as required by Ordinance 2014-290. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this XXth day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 8 of 9 Attachment A That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest City of Corcoran xxx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-___ Page 9 of 9 Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. AND The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. AND That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. AND That part of the Northwest Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, lying West of the center line of County Highway No. 10. Hennepin County Property Map Date: 10/29/2020 Comments: 1 inch = 800 feet PARCEL ID: 2311923420004 OWNER NAME: Corcoran Bay Holdings Llc PARCEL ADDRESS: 20400 Co Rd No 10, Corcoran MN 55340 PARCEL AREA: 103.33 acres, 4,500,884 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Residential HOMESTEAD: Non-Homestead MARKET VALUE: $1,652,400 TAX TOTAL: $19,781.26 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Farm HOMESTEAD: Non-homestead MARKET VALUE: $1,360,600 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works, From: Kent Torve, PE Steve Hegland, PE Date: October 28, 2020 Subject: Rush Creek Reserve PUD – Plan Review Comments 0.0 General 0.1 A comment response letter shall be provided with a written response to how each comment has been addressed. Comments are based on the current information submitted and subsequent comments shall be anticipated on future submittals. 1.0 Transportation 1.1 Turn lanes will be required on County Road 10 into the site. Turn lane design and construction to be conducted by the City with the developer providing escrow for the design and construction of the improvements. 1.2 Show the roadway profile and impact for the roadway connection to County Road 116. The feasibility report provided by Wenck (April 2020) provided a preliminary profile in Appendix E which should be referenced for a preliminary layout and show impacts. 1.3 Proposed lift station location needs detailed layout including access, street, and turnaround. 1.4 Temporary turnarounds may be necessary within the development as phases are constructed. The City has a preference to install cul-de-sac turnarounds for vehicle maneuverability unless conditions restrict the design. 1.5 A temporary turnaround may be required at the end of Walnut Lane. 1.6 No parking signs shall be installed on one side of 28’ streets and all cul-de- sacs. Locations shall be determined with City staff direction. 1.7 Provide a 30-mph speed sign at the entrance of the development. 1.8 Typically street lights shall be on the sidewalk side and are placed at intersections. Final locations shall be determined with City staff. 1.9 A No Outlet sign shall be placed on Xyloid Ave. 1.10 A boardwalk is shown along the 12’ trail across Wetland 4. The boardwalk shall be capable of supporting emergency management vehicles and shall have breakaway bollards at the entrances. 1.11 Individual pedestrian ramp details with spot elevations and cross slopes meeting ADA standards shall be provided. 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx 2.0 Water 2.1 Feasibility study identified that trunk 16” watermain may be routed through the site or along County Road 116. The plans do not show it through the site which indicates it is planned along the County Road, however the exact alignment shall be determined with City direction. 2.2 Final valve placement to be further reviewed. Typical valve notes are as follows: 2.2.1 Valves are typically installed at end rads 2.2.2 Number of valves at an intersection is the number if legs of the intersection minus 1. 2.2.3 Butterfly valves are required on watermain sized 12” or larger. 2.3 Irrigation services, if necessary, shall be clearly marked. 2.4 Hydrant spacing was checked using 250’ coverage. Exact hydrant spacing to be further reviewed. 2.5 Plan and profile shall be provided for all utilities. Bends, hydrants and fittings shall be provided on all plan and profiles. 2.6 Route watermain along same alignment as sanitary sewer from existing lift station to 78th Place to ensure minimum 10’ separation from adjacent lots. 2.7 The trunk watermain stubbed to the NW corner should be stubbed to the south of Lot 8, Block 1 instead of the north of the lot. This is done to ensure the sanitary sewer will have adequate cover. 2.8 Stub watermain to NE corner of site within right of way. 3.0 Sewer 3.1 The sanitary sewer depth along Walnut Lane from 78th Place to past 79th Ave is in excess of 40’. An additional 20’ of D&U easement (10’ either direction) shall be provided to ensure the City can safely access the pipe. 3.2 Sanitary sewer profiles to be reviewed to ensure all depths and slopes are appropriate 3.3 Lift station wells, pumps, and components shall be designed or reviewed by City. A detailed preliminary design of the lift station and components shall be provided. The City will have specific requirements on equipment and controls for consistency with remainder of the system, and City may finalize the design and manage construction through an escrow process. 3.4 Existing 4” forcemain between existing lift station and air release manhole to be removed as part of this project after new forcemain is installed. 3.5 Developer to coordinate with City staff the decommissioning of the existing lift station. City staff and developer to coordination if any components are reusable from existing lift station to new lift station. 3.6 The sewer south from MH F7 should be 27”. 3.7 Revise lift station invert to 927.00 per previous plan and Trunk System Plan. 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx 3.8 Remove 27” pipe stub to the west and stub 27” pipe to the north from MH F7. No manhole is needed at end of the stub. 3.9 Revise rim elevations in lift station vicinity, including but not limited to, F5, F7, and F8 to ensure the rim is matching proposed grades. 3.10 Provide a detailed layout of the future lift station area and access. As noted previously, lots may need to be adjusted or Lot 12 eliminated in this area for the lift station, access, road, and stormwater outlet from wetland W1. All designs shall review the landscaping plan for impacts and/or conflicts. 3.11 Install 15” sewer east of MH F7 at minimum grade to MH F8 3.12 Revise plans to either remove bend or add manhole 42 feet NW of 80th Avenue and Walnut Lane intersection. 3.13 Adjust 10” sanitary sewer stub to be on the south side of Lot 8 Block 1. This will add additional cover to the pipe. This will likely require the building pad on Lot 8 to be shifted further north within the lot. 4.0 Storm Sewer, Grading, and Stormwater Stormwater 4.1 Offsite stormwater improvements will be required by the developer to the north. Improvements shall include the conveyance of stormwater from the site to the south fork of north creek. The South Fork of Rush Creek shall be investigated up to the culvert at County Road 116. 4.2 All stormwater infrastructure for the development shall be in accordance with the City of Corcoran Stormwater Guidelines which were included in the Feasibility Study. 4.3 Storm sewer between lots 7 and 8 Block 2 should be centered on property line or additional D&U easement will be needed over Lot 8. Stormwater Modeling 4.4 Rational Method Calculations were provided in the stormwater management plan. These calculations were preliminarily reviewed, however will be reviewed in detail with each phase at the time of final plat submittal. Several CB’s which appeared to have less capacity than the corresponding drainage areas are identified below. Typical minimum CB spacing is 250 linear feet per City Guidelines. • CBMH-D42, OS-P9, MH-D7 Ponding/Biofiltration 4.5 Pond maintenance access routes shall clearly be shown with a 15’ path that maintenance equipment will be able to utilize. 4 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx Grading These initial comments are based on initial plans, however a grading review will be conducted at each final plat application. 4.6 All homes shall be such that the Low Opening is a minimum of two feet above the overland EOF, which is 1 foot above the HWL. In certain instances a second pipe may serve as the EOF and additional analysis is required. 4.7 EOFs shall be clearly identified for all areas where water is collected, not just ponds, so that separation requirements can be verified. Examples include EOF swales, street overflows, etc. 4.8 All common drainage paths shall have a minimum of 2% drainage and all slopes shall be 4:1 or flatter unless approved by City Engineer. 4.9 Pipe connections for sump pumps shall be provided for all units with a basement which do not abut a wetland or pond. Each unit shall have their own individual line extending from a storm sewer structure. 4.10 All drainage swales across lots which convey runoff from more than that individual lot shall be encompassed by a D&U easement. 4.11 The areas to the east and south of Block 6 do not appear to have 2% drainage throughout. Grading shall be revised or structures added to ensure drainage standards are met. 4.12 Storm sewer should be added in the back yards of blocks 4, 5 and 6 to capture runoff before it reaches the county ROW. 4.13 The backyards of Block 7 require additional infrastructure to manage drainage. 4.14 The grading in Outlots C and A shall be revised and additional infrastructure may be added to manage runoff. 4.15 The low spot adjacent to the main development entrance does not have adequate drainage. 4.16 The grading in the rear lots of Block 5 Lots 5-12 needs clarification since several contours appear to be missing or not fully closed. Drainage in this area shall be collected and managed onsite. 4.17 The grading east of 79th Ave will require a retaining wall along the property line. 4.18 The grading between Pond 11 and the trail will need to be modified. 4.19 Grading east of Lot 1 Block 9 will need to be modified. Does not tie into existing surface contours. 4.20 A piped EOF is proposed from Pond 5. The City will review the EOF capacity of the pipe to determine adequate sizing. This may affect the HWL during EOF flows. 4.21 Runoff in backyards of Lots 1-8 of Block 1 should be collected and drained with storm sewer system. Trapped drainage occurs near Lots 4 and 5. 4.22 Grading east of Lot 12 Block 6 will need to be modified. 5 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx 5.0 Erosion Control 5.1 City of Corcoran is an MS4 permit holder and site visits will be conducted weekly. 6.0 Wetlands and Permits 6.1 Applicant shall be responsible for obtaining all applicable wetland impact permits for the project. If offsite impacts are necessary, the applicant shall ensure adjacent property owners have agreed to all impacts or shall work with the City to ensure all impacts are agreed to prior to permitting. 7.0 Easements and Encroachment Agreements 7.1 Adjust the ROW for the roadway stub between outlots H and G north so that the southern ROW limits matches the adjacent lot line. 7.2 The easement for the City of Corcoran forcemain through Outot A should be vacated after the forcemain is removed. 7.3 Platting outside of Lots in Block 6 and 7 (sheets V4.01 and V4.02 in PUD plans) to be clarified. Areas are not identified as either an outlot or lot. Areas should be encompassed by a drainage and utility easement. 7.4 The easements between Lots 8 and 9 block 1 should be adjusted to accommodate the revised sewer and water stubs to the west. 7.5 Easements should be provided over all trails. 7.6 Backyard easements in lots 1-5 Block 7, Outlot H, Outlot G, and Lots 11 and 12 Block 5 will be required over the forcemain for 10’ in either direction. 7.7 Easements should be provided over storm sewer runs in Block 6 between lots 12 and 13. 7.8 All Outlots should be encompassed with drainage and utility easements. 7.9 Where storm sewer is routed between or behind houses, a drainage and utility easement shall be provided for a minimum of 10’ in either direction from the center of the pipe. 7.10 Provide additional D&U easement in backyards for storm sewer in Lot 3 Block 3 as well as Lots 8, 9, and 10 Block 3. Easement should be 10’ in either direction from center of pipe. 7.11 Additional D&U easement will be needed in the backyards of lots 17 and 18 Block to provide 15’ of easement on either side of the pipe for access. Reference Exhibits • Rush Creek Reserve Final Planned Unit Development, Stantec, Revision date 10/19/20, 68 sheets. • Stormwater Management Report Rush Creek Reserve, Stantec, Updated 10/19/20 • Approved Open Space Area Map, by Stantec, dated 10/19/2020 • Floodplain Map, by Stantec, dated 8/18/2020 6 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-28 Rush Creek PUD engineering memo.docx • Tree Preservation Comparison, by Stantec, dated 10/19/2020 • Wetland Buffer and Signage, by Stantec, dated 10/19/2020 • Rush Creek Reserve 1st Addition, by Stantec • Rush Creek Reserve Stormwater Management Report, by Stantec, dated 8/18/2020 End of Memo Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Public Works Director From: Kent Torve, PE, City Engineer Todd Shoemaker, PE Lu Zhang, EIT Date: October 27, 2020 Subject: Stormwater Review – Rush Creek Reserve Wenck reviewed the existing and proposed conditions of stormwater analysis submitted as part of the Rush Creek Reserve development and have the following comments. 1.0 General Comments 1.1 Focus was place on the existing conditions model to establish a baseline for development plans and modeling. 1.1.1 . Subsequent review(s) will also focus on proposed conditions after the existing model has been revised and approved by City. 1.2 As a baseline for review, revise the SWMM model, HydroCAD model, drainage area maps, and drainage report to use consistent nomenclature. 1.3 Revise existing and proposed condition drainage areas to use consistent values for each drainage area. 1.3.1 The total model area shall be equal in existing and proposed conditions. The subwatershed areas from the table provided in the stormwater management report is not consistent. Existing = 86 acres in report; 91 acres in SWMM Proposed = 91 acres in report and SWMM 1.3.2 The total model area under existing conditions shall be the same in the SWMM model, drainage report table, and as mapped in CAD or GIS. For example, a total area of 356.6 acres is shown in SWMM, 392.4 acres in the drainage report table, and 346.2 acres when the drainage areas were digitized by Wenck. 1.3.3 The total model area under proposed conditions shall be the same in the SWMM model, drainage report table, and as mapped in CAD or GIS. 1.4 Include all wetlands in the existing and proposed condition models. The current existing model excludes smaller, intermediate wetlands that will attenuate runoff upstream of the larger wetlands. 1.5 Include emergency overflow (EOF) elevations and geometry in the existing and proposed SWMM models that are based on survey data, not interpolated from LiDAR. As noted previously, surveyed spot elevations and photo documentation 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx shall be provided and shown on existing and proposed plans and correspond to those used in the SWMM models. 1.6 Provide on-site survey of topography and drainage features (i.e. pipes, EOFs) north of the site to the South Fork of Rush Creek. As currently submitted, the City is not able to confirm that no negative drainage impacts will occur to the north. For example: 1.6.1 The outlet for DS2 is a pipe with a Manning’s n value of 0.02. This should be clarified as corrugated plastic pipe (n = 0.02) or corrugated metal pipe (n = 0.024). 1.6.2 The 100-year HWL for DS2 is 938.2 and LiDAR contours indicate the EOF is between 938 and 940. A survey is necessary to determine if the EOF is used in the 100-year event (938.2 or lower). 1.6.3 Accurate representation of the drainage features north of E-S5 is imperative. Justification needs to be provided for how the route is modeled in SWMM. 2.0 Stormwater Model Revisions Curve Numbers 2.1 Use of the “adjusted” curve number in the HydroCAD model is not clear and requires explanation and justification (Subwatersheds P-S13A, P-S3A, P-S8, P-S9, and SW1). 2.2 Clarify the purpose of table “Pervious Surface Composite CN Calculations” for proposed condition. Some of the drainage areas in the table are not in the model. For example, Drainage Area S4 is included in the table but not in XPSWMM. Instead, XPSWMM model node P4 matches the information provided in the HydroCAD report for subwatershed P-S4. 2.3 Clarify and revise the composite curve number calculations. Due to the difference in the area provided in the report table, SWMM, and digitized in GIS, the composite curve numbers in the report table and SWMM may not be accurate. 2.3.1 For example, Off-DS1, the calculated composite CN provided in the table is 81 but the composite CN listed in the table is 76. The subwatershed area used in SWMM is about 4 times that of the area listed in the table. Both CN and area shall be revised. 2.3.2 For Subwatershed Off-2, the SWMM area is approximately equal to that digitized in GIS, thereby making the total area listed in the report table inaccurate. The subwatershed is broken into 8 different CNs and verification or accuracy could not be made for this review. 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx Watershed CN Area Composite CN CN from Table Area SWMM Area SWMM CN SWMM Tc GIS Area 73 0.4 85 1.6 79 0.4 78 0.7 79 2 78 0.2 73 1.8 82 3.6 90 2 86 0.2 92 0.7 Off-DS1 81 30.3 3.7712.293 76 82Off-2 8119.873 19.8852.9 3.1 10.581 76 2.4 Revise curve numbers to assume “good” conditions in existing and proposed conditions unless justification is provided to use “fair.” 2.5 Proposed conditions shall assume Hydrologic Soil Group D for all pervious areas that are disturbed. At a minimum, proposed green space CN shall be higher than existing land use. Time of Concentration 2.6 Revise time of concentration calculations: 2.6.1 Use sheet and shallow concentrated flow calculations. The current method uses the Lag/CN method, which is acceptable for larger watersheds with minimal detail for each drainage area. For areas with on-site topographic surveys, though, there is enough detail to calculate time of concentration using more specific methods. 2.6.2 Times shall be calculated for each drainage area. Several drainage areas currently have the exact same input parameters. For example, subwatersheds P-S5A, P-S6, P-S7, P-S8 all have a hydraulic length of 501 feet. 2.6.3 Ensure that times are consistent between HydroCAD and the XPSWMM model. For example, Subwatershed Tc from HydroCAD Tc in XPSWMM S14 (HydroCAD)/P9 (XPSWMM) 7 10 S11 (HydroCAD)/P11 (XPSWMM) 7 10 P-S8 (HydroCAD)/S8 (XPSWMM) 8.2 10 Hydraulics 2.7 Verify that all initial water surface levels (NWLs) match the lowest outlet elevation and that there is no live storage below the lowest modeled outlet elevation. For example, Link 6 is reverse grade such that Node OFF-DS2 should have a starting elevation of 934.92. 4 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx 2.8 Revise the SWMM model downstream boundary condition for the 100-year event to use the FEMA FIS 100-year elevation for the South Fork of Rush Creek. “Free discharge” may be assumed for more frequent events. 2.9 Revise stage/area discrepancies in existing and proposed models. For example, the existing condition model indicates an area of 0.65 acres at contour 940 for Basin E-S5; Wenck measured this contour at 1.7 acres. 2.10 Revise the SWMM model to reflect accurate centerline length and bank lengths for the Rush Creek channel (Link 1). Currently, the link has a centerline length of 550, left bank 460 and right bank 490. 3.0 Plan Revisions General 3.1 Revise plans to show consistent contour intervals. E-S5 (Wetland 4) contains a 939 contour, but odd numbered contours are not shown elsewhere on the plans. 3.2 Include pond-specific outlet details in the project plans. The detail(s) shall conform to the City of Corcoran’s standard detail plate and include accurate dimensions and elevations for each outlet structure. Model input data must correspond to all details and plan sheets. Drainage 3.3 Provide a catch basin on the upstream side of sidewalks at intersections to prevent icing at turns. For example, gutter flow at the Xyloid Lane and Walnut Lane intersection (Sheet C3.04) drains to the east from the south; provide catch basin on east side of Xyloid Lane before the intersection. 3.4 Address potential for backyard nuisance drainage and verify that grading plan reflects the drainage pattern indicated in the proposed drainage map. 3.4.1 Sheet C3.01: Block 6 between Lots 8 and 9; runoff does not appear to be contained within the subwatershed boundary. 3.4.2 Sheet C3.03: Block 8 Lots 2 through 6; backyard swale will cause nuisance conditions northwest of Pond 9. 3.4.3 Sheet C3.04: low point on Block 1 between Lots 4 and 5. Runoff appears to be flowing west out of the subwatershed boundary. Drainage map suggests this subwatershed (S3-A) would be draining north. Also, drainage swale is clear on the grading plan from Lot 1 to Lot 4. It is not clear from Lot 5 to Lot 9 how water will move towards the north. 3.5 Clearly label all HWLs for ponds and wetlands in existing and proposed conditions. 4.0 Areas of Critical Concern – Design Considerations 4.1 NW offsite 5 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20030 - Rush Creek Reserve FP and Final PUD\2020-10-27 Rush Creek Reserve Stormwater Review.docx 4.1.1 Investigate and define flow path so that culvert under trail is located accurately. 4.2 Wetland 4 4.2.1 Locate the hydraulic control feature (OCS or pipe) so that it is on-site. 4.2.2 Proposed box culvert and utility conflicts need to be reviewed. 4.2.3 Demonstrate that proposed stormwater management does not conflict with wetland restoration. 4.3 Ruehling offsite (east of Wetland 4) 4.3.1 Document existing and proposed 2-, 10-, and 100-year HWLs. Negative impacts are not acceptable. 4.3.2 Discuss with City staff the need for footbridge where the proposed trail crosses the existing channel. A culvert may create negative impacts. 4.4 SE offsite channel (flowing into development) 4.4.1 Document existing and proposed 2-, 10-, and 100-year HWLs. Negative impacts are not acceptable.2. 4.4.2 Consider installation of a box culvert to prevent head buildup. 4.4.3 Verify that proposed pipe depth has sufficient easement width. Reference to Exhibits 1. Rush Creek Reserve Plan Set, by Stantec, dated 8/18/2020, received 10/21/2020. 2. Approved Open Space Area Map, by Stantec, dated 10/19/2020, received 10/21/2020. 3. Floodplain Map, by Stantec, dated 8/18/2020, received 10/21/2020. 4. Tree Preservation Comparison, by Stantec, dated 10/19/2020, received 10/21/2020. 5. Wetland Buffer and Signage, by Stantec, dated 10/19/2020, received 10/21/2020. 6. Rush Creek Reserve 1st Addition, by Stantec, received 10/21/2020. 7. Rush Creek Reserve Stormwater Management Report, by Stantec, dated 8/18/2020, received 10/21/2020. 8. Rush Creek Reserve Existing and Proposed Condition XPSWMM Model, by Stantec, received 10/21/2020. Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us October 12, 2020 Ms. Kendra Lindahl, AICP Principal Consultant City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Final Plat Review – Rush Creek Reserve (Received 09/11/20) County State Aid Highway (CSAH) 10 Hennepin County Plat Review ID #3829A (Reviewed 09/15/20) Dear Ms. Lindahl: Please consider the following county comments in your review of this final plat proposal of Phase 1 (89 single family homes) of Rush Creek Reserve, ultimately redeveloping 91 acres of farmland into 257 homes. Respective of the county’s previous formal letter provided for the Sawgrass Development site proposal (2014), following are updated comments for the Rush Creek Reserve project. Access: We accept the proposed access on CSAH 10 with the inclusion of turn lanes (eastbound left, westbound right) to be reviewed and approved by the county prior to permit approval(s). The proposed “T” intersection also provides space for construction of a raised concrete median for a pedestrian crossing refuge to access the city park on the south side of CSAH 10. We support the internal street system including stub streets to provide access for future development. ‘Road A’ will need to serve future development to the northwest, potentially connecting to CSAH 10. Road ‘F’ we understand will ultimately connect to County Road 116 across from City Hall. Either potential future county road access will require county review to evaluate access spacing and turn lane needs. Please also ensure ‘Road D’ provides access for the parcels to the east, so access may be redirected away from County Road 116 with potential future redevelopment. Finally, to avoid additional CSAH 10 access in proximity to the CSAH 50 intersection, we request the plans provide future street connections to the adjacent parcel(s) in the southeast corner of the development. Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 | hennepin.us Right-of-way: For consistency with our preferred design for a rural two-lane roadway, we request an additional 27-feet of right-of-way be dedicated for future roadway needs such as: shoulder widening, drainage and pedestrian/bicycle facilities. The outer 10 feet of the 27-foot dedication can be provided as a trail/sidewalk and drainage/utility easement. In anticipation of our planned 2021 County Bridge replacement over the Rush Creek in the far northwest corner of the site, we request dedication of drainage easements through the city’s replatting process for the bridge project. Bicycle and Pedestrian: We support the proposed internal trail system. We are open to discussions with the city and Three Rivers Parks District staff on future bicycle/pedestrian facilities and potential connections along and across CSAH 10. Storm Water / Drainage: Please ensure discharge rates remain less than existing flow rates. The county storm water system will not take water from new drainage areas. Additional treatments may be necessary if flow rates cannot match existing. We request the grading plan maintains sufficient ditch drainage, which may involve regrading in some parts of the proposed right-of-way to avoid flooding within the site. Please also ensure the proposed berm and other private features remain outside of dedicated public ROW/easements. Contact: Drew McGovern at 612-596-0208 or drew.mcgovern@hennepin.us Permits: Please inform the developer that all construction within county right-of-way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, trail development, and landscaping. As previously mentioned, a complete plan set for the proposed turn lane design will need to be reviewed and approved by county staff prior to permit approval. Contact: Michael Olmstead, Permits Coordinator at 612-596-0336 or michael.olmstead@hennepin.us More Information: Please contact Jason Gottfried: 612-596-0394, jason.gottfried@hennepin.us for any further discussion of these items. Sincerely, Carla Stueve, PE, PTOE County Highway Engineer RUSH CREEK RESERVE August 18, 2020 Final Plan Unit Development (PUD) Plan and Final Plat Narrative for the Preliminary Plat formally known as “Sawgrass” Rush Creek Reserve Page 1 Rush Creek Reserve F I N A L P L A N U N I T D E V E L O P ME N T ( P U D ) P L A N A N D F I N A L P L AT N A R R AT I V E F O R T H E P RE L I M I N A RY P L AT F O R MA L LY K N O W N A S “ S AW G RA S S ” INTRODUCTION The preliminary plat, rezoning and preliminary PUD plan for “Sawgrass” were approved in December 2014 for Peachtree Partners, LLC. The approvals have all been extended multiple time and are valid until August 27, 2020. M/I Homes of Minneapolis/St. Paul LLC is now submitting for the Final PUD Plan and Final Plat under these approvals. Moving forward, the plat will be known as “Rush Creek Reserve”. The purpose of this narrative is to describe the planning and design refinements that have been made to the approved preliminary plat and preliminary PUD plan and additional flexibilities that are being requested, along with the resulting benefits. M/I Homes will be the exclusive builder in Rush Creek Reserve offering 4 unique home choices. · Single Family (slab) · Detached Villa (both slab and basement) · Twinhomes (slab) · Townhomes Each Single Family and Villa home will be uniquely picked by the home buyer and designed to fit their particular needs. Individual home buyers have the ability to choose from a wide variety of plans, exterior materials, including extensive use of brick and stone, architectural features, and landscape designs. This process creates variety and interest in the architecture of the neighborhood. Like the Single Family and Villa homes, the Townhomes and Twinhomes will be designed so to provide a variety of stone and colors, so to avoid monotony. Rush Creek Reserve Page 2 AREA CALCULATION The Sawgrass Preliminary Plat was originally approximately 103 acres. The Seller of the property, Greg Ebert, desires to retain approximately 7.5 acres of the property on the west side and approximately 5 acres on the east side. The property on the east side would be given to St. Thomas the Apostle Church. Removing these two parcels will reduce the total land area of the Rush Creek Reserve plat to approximately 91 acres. Exhibits supporting the density calculations are included in Exhibit E. PRE-DEVELOPMENT AREA Preliminary PUD 0 units Final PUD 0 units Item Acres Acres Gross Acres 103.33 103 Right o f Way 0 0 Wetlands (10.73) (9 .3) Wetland Buffer 0 (6.8) Stormwater Management Ponds 0 0 100 -year Floodplain (2.14) (2.5) Pre -Develop ment Area 90.46 8 4.4 Pre -Deve lop ment Density 0 units/acre 0 units/acre NET DENSITY (POST DEVELOPMENT) CALCULATION Preliminary PUD 246 units Final PUD 257 units Item Acres Acres Gross Acres 103.3 103 Righ t of Way (14.7) (12.4 ) Wetlands (10.7) (8.3 ) Wetland Buffer 0 (6.1) Stormwater Management Ponds (5.6) (5.5 ) 100 -year Floodplain (2.1) (2.5 ) Post Develop ment Area 70.2 68.2 Net Density 3.5 units/acre 3.8 units/acre MET COUNCIL NET DENSITY (POST DEVELOPMENT) CALCULATION Preliminary PUD 246 units Final PUD 257 units Item Acres Acres Gross Acres 103.3 103 Arterial Streets 0 0 Wetlands (10.7) (8.3 ) Wetland Buffer 0 (6 .1) Pre -Developable Area 92.6 88.6 Net Density 2.6 units/acre 2.9 units/acre Rush Creek Reserve Page 3 PREVIOUS APPROVALS OF SAWGRASS On December 11th, 2014 the Preliminary Plat, Preliminary Planned Unit Development (PUD) Plan and Rezoning for the 103-Acre Schendel property at 20400 County Road 10 were approved with conditions. Below outlines these approvals and the conditions. Comments and proposed revisions to these approvals are noted below after the conditions. PRELIMINARY PLAT APPROVAL C O N D I T I O N S O F A P P ROVA L – R E S O U LT I O N N O. 2 0 1 4 - 7 2 1. A preliminary plat is approved to allow the creation of 246 single family lots and several outlots, in accordance with the application materials and plans received by the City on October 3, 2014 and revisions received November 21, 2014, except as amended by this resolution. · The Final PUD Plan proposes 257 lots. This is an approximate 4.5% increase from the Preliminary Plat. This increase is due to the introduction of townhomes. 2. Approval is contingent upon City Council approval of the rezoning to PUD and preliminary PUD development plan. 3. The application shall comply with all conditions in the City Engineer's memo dated November 24, 2014. 4. The application is subject to the review and approval by the Elm Creek Watershed Management Commission. The applicant shall comply with any conditions of approval from the watershed. 5. The application is subject to the review and approval by Hennepin County. The applicant shall comply with any conditions of approval from the County. 6. Development standards shall be as approved as part of the PUD. 7. The development shall be subject to all conditions of the preliminary PUD development plan approval. 8. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this preliminary plat is contingent upon extension of these services to the site. PR E LIMINARY PLANNED UNIT DEVELOPMENT (PUD) PLAN APPROVAL C O N D I T I O N S O F A P P ROVA L – R E S O U LT I O N N O. 2 0 1 4 - 7 3 1. A preliminary PUD development plan is approved to allow the creation of 226 single family homes, 20 twinhomes and several outlots, in accordance with the application materials and plans received by the City on October 3, 214 and revisions received November 21, 2014, except as amended by this resolution. · Proposed with the Final PUD Development Plan are 177 single family, 22 twinhomes, 58 townhomes and several outlots. 2. Approval is contingent upon City Council approval of the requested rezoning and preliminary plat. · The preliminary plat and request for zoning were approved on December 11, 2014 with Resolution No. 2014-72 and 2014-74, respectively. 3. The applicant shall comply with all conditions in the City Engineer' s memo dated November Rush Creek Reserve Page 4 24, 2014. · The City Engineer’s comments have been incorporated into this Final PUD Plan submittal. 4. The approval is subject to the review and approval by the Elm Creek Watershed Management Commission. The applicant shall comply with any conditions of approval from the watershed. · Engineering plans and calculation will be submitted to Elm Creek Watershed in the coming weeks for review and approval. 5. The application is subject to the review and approval by Hennepin County. The applicant is required to obtain permits and approvals from the County as needed. · A submittal to Hennepin County will be made as necessary for the improvements proposed. 6. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this PUD is contingent upon extension of these services to the site. · Water and sewer will be extended to the site as shown on the Final PUD plans. 7. The preliminary PUD development plan is approved based on the finding that the proposed project is consistent with the City' s Comprehensive Plan. 8. All platted residential lots shall comply with the following setbacks: Approved PUD Standards Single Family Detached Detached Villa Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility – the smallest lot shown is 6,555) 4,000 sq. ft. 4,000 sq. ft. 2,500 sq. ft. Minimum Lot Width 55 feet 40 feet 75 feet 30 feet Minimum Principal Structure Setbacks Front, from all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 5 feet 5 feet 10 feet 10 feet Side (garage)** 5 feet 5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway Setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings * Porches may be allowed to encroach and same on either front setback on corner lots Rush Creek Reserve Page 5 Proposed with the Final PUD Plan are the following: Proposed PUD Standards Single Family Detached Detached Villa Twinhome Townhome Minimum Lot Area 5,000 sq. ft. (for flexibility – the smallest lot shown is 7,400) 4,000 sq. ft. 4,000 sq. ft. 2,200 sq. ft. Minimum Lot Width 55 feet 55 feet 75 feet (37.5 feet/unit) 26 feet Minimum Principal Structure Setbacks Front, from all other streets 20 feet 20 feet 22 feet 20 feet Front Porch (≤ 120 square feet) 15 feet* 15 feet* 15 feet* 15 feet* Deck (side and rear) 10 feet 10 feet 10 feet 10 feet between buildings (0 between units) Side (living) 7.5 feet 7.5 feet 10 feet 10 feet Side (garage)** 7.5 feet 7.5 feet 10 feet 10 feet Rear 25 feet 20 feet 20 feet 15 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet Driveway Setback 5 feet 5 feet 5 feet between buildings 5 feet between buildings 9. Mechanical equipment (including air conditioning units) must be located in the side or rear yard and must be located a minimum of 5 feet from the property line. · Air conditioners are proposed on the side and the rear of the proposed homes and will be at least 5 feet from the property line. With the increased setbacks of 7.5 feet, the air conditioners will be at least 5 feet from the property line. 10. All properties must have a minimum 22-foot driveway parking area in front of the garage that does not overlap into sidewalks, drives or streets. The building permit must dimension this parking area in front of the garage. A RC H I T E CT U R A L A N D D E S I G N S TA N DA R D S 11. All Design Requirements for the RSF-3 district described in Section 1040.050, Subd. 8 shall be met, except that PUD flexibility is granted for the following: a. Adjacent homes may be allowed to have the same color and type of roofing product provided the architectural details and material colors for the home are different. b. Townhome/twinhome units will be granted some flexibility from the requirement that 5 different styles of home be provided in that neighborhood and from the requirement that adjacent homes not look alike. In these types of neighborhoods, some consistency between buildings is desired, but it is important to provide some variety with the homes. However, since no home plan has been provided, the City will work with the applicant to determine the extent of this flexibility when a development proposal for that site is submitted. Rush Creek Reserve Page 6 · Fifty-eight total townhome units are proposed. The units range from three-unit to four- unit buildings. There are four total unique unit types. The architecture provides materials in which not more than one is more than 75% of the front façade. The garage front footage is no more than 72% of the ground floor street-facing building frontage and the garages are architecturally styled to match the exterior of the homes. c. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face and allow up to 60% for detached single family homes and 70% for twinhomes/townhomes. · Additional flexibility is requested given a proposed product is known for the Final PUD Plan. The garage building face has been analyze all proposed products and are outlined in Exhibit A. See Changes Proposed since Preliminary PUD Plan Approval section below. d. The intent of the ordinance is to require the side and rear of homes that are located on or visible from public parks or arterial streets to have architectural elements similar to the front elevation. These homes must continue materials and colors from the front elevation to the side and rear elevations. This may be through the use of the same window trim, accent bands or other elements found on the front of the home. Blank, flat elevations with only one siding color or material will not be permitted for these units. · This condition will be addressed on the homes with rears facing County Highway 10. 12. The applicant shall provide copies of the final HOA documents/covenants for City review as part of the final plat application. · Additional information on the HOA can be found in the Homeowner’s Association section of this narrative. 13. The developer shall provide centralized mailbox locations. A mailbox plan shall be provided for City review and approval. · The locations of the cluster box units (CBUs) will be coordinated with the City and Postmaster. Rush Creek Reserve Page 7 PARKING 14. Parking shall be permitted on one side of the local streets and shall be signed in accordance with city standards. 15. No parking shall be permitted on County Road 10. 16. Townhomes (if proposed) shall be required to provide guest parking stalls as required in Section 1060.060, Subd. 8. · 12 parking stalls will be provided for the townhome units per the Code. LANDSCAPING A N D L I G H T I N G 17. A revised landscape plan shall be provided for City Council review prior to approval of the final plat and PUD final plan. The revised plan shall identify the number, location, species and plant sizes and locations to ensure compliance with the Section 1060.070 of the Zoning Ordinance. · Provide with this Final PUD Plan and Final Plat submittal. 18. A mix of ornamental trees, perennials and annuals shall also be provided in the medians. 19. The developer shall submit a revised landscape plan for City review and approval of the proposed landscaping in the cul-de-sac islands to ensure planting materials will withstand the stresses of these locations. 20. The HOA shall be responsible for planting, irrigation and maintenance of the median landscaping and all landscaping within the cul-de-sac islands. 21. Lawn sprinklers/irrigation systems (if provided) shall all have rain sensors to limit unnecessary watering. 22. The HOA shall be responsible for the maintenance of all common lots. 23. The applicant shall work with the City to finalize the design of the decorative lighting that will be installed. The applicant shall provide the streetlights in compliance with City Policy. 24. PUD flexibility is granted to allow additional development signage for the two main entrances and sub-association neighborhoods. A master sign plan for the development shall be submitted for City review and approval with the final PUD development plan in compliance with the following standards: (a) Up to 3 signs allowed at each entrance. One on each side and one in the median as applicable. (b) Sign area is measured by drawing a box around the lettering (c) Total signage at the main entrance shall not exceed 80 sq. ft. Individual monument signs shall not exceed 40 sq. ft. (d) Total signage at the second entrance shall not exceed 40 sq. ft. Individual monument signs shall not exceed 20 square feet. (e) Median signs may be located in the right-of-way, provided the applicant provides an exhibit showing that sight visibility is maintained. (f) Monument signs must comply with the minimum 5-foot setback and be located outside of the sight visibility triangle. (g) Illuminated and/or backlit lettering and both downward and upward focused lighting will be allowed so long as the source of light is not visible to drivers and pedestrians. Lighting must comply with the standards in Section 1060.040 and glare, whether direct or reflected, shall not be visible beyond the limits of the site from which it originates. Rush Creek Reserve Page 8 (h) Monument signs shall not exceed 8 feet in height, however, median monuments may be allowed up to 11 feet tall. (i) Trailhead signage shall be provided where the trails cross public streets and shall be installed in accordance with City standards. · A monument sign is not proposed with this development at this time. Enhanced landscaping at the front entrance and through the main corridor will replace a physical sign for the community. Trailhead signage will be provided per City standards. STREETS, PA RK I N G A N D U T I L I T I E S 25. All streets within the development shall be public streets. 26. The preliminary plat shall be revised to clearly dimension the required 45-foot half right-of-way for County Road 10. 27. Utilities shall be stubbed to the property lines for future extension to adjacent properties. The stubs shall be at the developer's expense. 28. A public access for emergency vehicle access and trail connection shall be provided from the long cut de sac (Street F) to the northeast street connection. This shall be a 12-foot wide emergency vehicle access with knock down bollards and shall also serve as a trail. 29. The development shall comply with the Fire Chief’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. S ID EWAL K S AND T R A I L S 30. Sidewalks and trails shall be as shown on the Development Open Space exhibit dated November 21, 2014. a. Trails shall be allowed in the wetland buffer as shown. b. The final location of the sidewalk on Street F shall be determined with the PUD final plan. c. Sidewalks shall be constructed on all public streets, including stub streets, at the time of street construction. d. Sidewalks shall be provided on one side of the public street in the twinhome neighborhood. 31. The HOA or individual homeowners shall be responsible for snow removal on public sidewalks within the development. 32. Sidewalks shall be 5 feet wide. W E T L A N D S 33. Alternative wetland buffers shall be allowed, subject to the standards and conditions in Section 1 050.01 0, Subd. 6 of the Zoning Ordinance. Wetland buffers must be dimensioned on the plans. 34. The plans shall be revised to identify the wetland buffer monuments as required by Section 1050.010 of the Zoning Ordinance. 35. The developer must install wetland buffer monuments prior to issuance of Certificates of Occupancy for adjacent buildings. Rush Creek Reserve Page 9 D R A I N AG E / S T O RM WAT E R MA N AG E M E N T 36. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 37. The applicant shall continue to work with the City and adjacent property owners to address the off-site drainage issues as noted in the City Engineer's memo. Offsite stormwater conveyance will be constructed at developer's expense based on wetland and watershed approvals and northerly property owners providing easements. · M/I Homes has met with the adjacent property owners to gather their concerns. The exact route of the storm connection through their properties requires additional survey information that will be forth coming. A dialogue with them has been started and will be addressed with future plans and with the watershed. SHORELAND OV E R L AY D I S T R I CT 38. PUD flexibility is granted from the following Shoreland Overlay District standards in Section 1050.020 of the Zoning Ordinance: a. allow more than 25% impervious surface coverage per lot in this area b. allow 35-foot building heights as allowed by the underlying zoning district c. allow 55-foot wide lots where 75 feet is typically required d. allow a 25-foot setback from County Road 10 where 50 is required 39. The PUD flexibility is granted based on the finding that: a. The shoreland area within the development is less than 6% of the project area. b. The shoreland area along County Road 10 is separated from the creek by County Road 10 and all drainage is directed north away from the creek. c. The total impervious surface coverage will exceed ordinance requirements for individual lots, but the total impervious coverage within the portions of the overlay district where the creek is located within Outlot A of the development does not exceed the 25% limit. d. The planned development will preserve approximately 40 acres (38% of the site) as permanent open space and has included stormwater management techniques within the development to ensure protection of the shoreland areas. e. The lots do not directly abut County Road 10 and are separated from the road by an outlot. PA R K D E D I CAT I O N 40. Park dedication shall be a combination of land and cash. The final dedication requirements shall be determined with the final plat for phase I of the development and shall generally be as follows: a. Dedication of off-road trails as shown on the Development Open Space Plan dated November 21, 2014. i. Trails shall be 8 feet wide in 20-foot easements and credit will be given for the full easement. The emergency access in the northeast corner shall be a 12-foot trail in 30- foot easement, but credit for this wider trail shall be given only for the standard 20- foot width. b. The remainder of the park dedication shall be cash in lieu of land c. The developer shall pave the entrance trail shown between County Road 10 and the large wetland area (Outlot N) without paving reimbursement. Rush Creek Reserve Page 10 d. Recommended that the developer donate a trail easement on the west side of the project adjacent to the creek. No improvements are required in this easement and no park dedication credit will be provided. e. The park dedication for the trail easements shall be deeded with each phase of development. f. Cash for park dedication shall be paid in full by phase II. g. Credit shall be given for trail paving, if directed by the City. M IS CEL L ANEO U S 41. In addition to the PUD flexibilities already outlined above, the following PUD flexibility standards are approved and shall be incorporated into the development contract. a. Open Space — The total amount of open space will not be reduced by more than 2.5% or 1 acre from the amount shown in the approved PUD, b. Development Footprint - Total development footprint as identified by street right-of- way and total lotted area cannot increase by more than 1 acre. c. Wetland Buffer - At all times we will not reduce the amount of wetland buffer provided. d. Storm Water - Storm water treatment areas may be modified, provided that the overall treatment standards are still equal to or greater than the standards approved with the Preliminary Plat, as approved by the City Engineer. e. Trails — Any plan must generally provide an east-west and north-south trail link as approved with the PUD Preliminary Plan and while the location of trails may be slightly adjusted the overall locations and length of trails will be honored f. Entrance Location(s) - Main entrance location off CR 10 will remain unchanged. g. Total Units — The total units cannot be less than 235 (3.34 units /acre) and more than 275 (3.91 units/acre) without amending the PUD. h. Association Maintained Housing —Blocks 20, 21 and Outlot O must be maintained and actively marketed for association-maintained housing until the final phase is approved. If at that time with active marketing this has not sold, this area may be platted as single family. When the final plat for the first phase of the development is recorded, the developer will list this land for sale, with an independent third-party realtor, who will agree to actively market this property for association maintained housing. The Realtor will also commit to provide the City Administrator with quarterly reports on the efforts being made to market the parcel and market responses. · The villas, twinhomes and townhomes will all be association-maintained areas. See Homeowner’s Association (HOA) section below for additional information on the HOA. i. Housing Types— Housing/Lot types may change without amending the PUD so long as they meet the approved PUD lot standards and include at least 3 housing/lot types overall. · Single family, villas, twinhomes and townhomes are all proposed with the Final PUD Plan. j. Lots and Blocks - Lots sizes may change within the limits approved, however, blocks as arranged need to stay generally consistent with approved Preliminary PUD and Plat. 42. The phasing plan submitted by the developer is approved. · The development is proposed in 5 phases. The first addition Final Plat is part of this submittal. It is planned to grade the site in two phases. 43. A final PUD development plan submitted with the final plat for review and approval. Rush Creek Reserve Page 11 FINDINGS OF FACT FOR REZONING F I N D I N G S – R E S O U LT I O N N O. 2 0 1 4 - 7 4 Adopted an ordinance rezoning the affected parcel from Urban Reserve (UR) and RMF -3 (High Density Residential) to PUD. CHANGES PROPOSED SINCE PRELIMINARY PUD PLAN APPROVAL 1. Eliminate 75-foot lots and replace with 55 and 65-foot lots. The change to the lot counts are summarized below in Table 1: Table 1. Lot Widths Preliminary PUD Plan Final PUD Plan Lot Type # of Lots Side Yard Setback Lot Type # of Lots Side Yard Setback 55 feet 80 5 feet 55 feet 158 7.5 feet 65 feet 89 5 feet 65 feet 19 7.5 feet 75 feet 57 5 feet 75 feet 0 7.5 feet Townhomes 20 Townhomes 58 Twinhomes 0 Twinhomes 22 Total 246 Total 257 In exchange for flexibility in the lot width, M/I Homes would increase the side yard setback from 5 feet to 7.5 feet. 2. Increase the variety of foundation types. The preliminary plat was predominantly basement lots. It is proposed to have the following foundation types for each product type as summarized in Table 2: Table 2. Proposed Foundation Types Product Type Proposed Foundation Type Single Family Mix between full, lookout and walkout basements Villa Half of the foundations being slab with remainder a mix of basement types Townhomes Foundation type flexibility. Either slab or basement townhomes. Twinhomes All slab foundations. In exchange for flexibility with foundation types, M/I Homes can offer an additional product type. There are over 30 different home varies to be offered in the community along with multiple elevations for each home. The products available is also always changing with new homes being designed. 3. Reduction in the required garage size for HOA maintained lots. Per Section 1040.070 – RMF-3, Subd. 8.5 All townhome design shall comply with standards in Section 1040.060, Subd. 9 (RMF-1 Design Requirements). Item 7.b of Subd. 9 of Section 1040.060 requires minimum garage sizes based on foundation types. Twinhomes would also fall under Section 1040.060 – RMF-1 with minimum garage sizes. The Villa, Townhomes and Twinhomes would all be HOA maintained. Table 3 outlines what is required per the City Code and what is proposed. Rush Creek Reserve Page 12 Table 3. Garage Sizes Product Type Required Garage Size per SMF-1 Proposed Garage Size Single Family 440 square feet 440 square feet Villa Basement: 440 square feet Slab: 540 square feet 425 square feet for basement and slab Townhomes Basement: 440 square feet Slab: 540 square feet 385 square feet for basement and slab Twinhomes Basement: 440 square feet Slab: 540 square feet 410 square feet for basement and slab On HOA maintained lots all lawncare and snow removal is covered by the HOA. On Townhomes and twinhomes all exterior care is also part of the HOA’s responsibility. Major large items stored within a garage are yard and snow removal equipment and with the HOA maintained properties, this equipment is eliminated, thus less room is required within the garage. Many of the slab villas also have storage areas within the home plans to make up for the area lost in the garage. In exchange for flexibility with the garage sizes, M/I Homes will commit to providing lawn care and snow removal as part of the HOA in order to eliminate the need to store exterior maintenance equipment. 4. Garage Front Frontage: The Preliminary PUD Plan provided flexibility for face of the garage to exceed the 55% of building face and allow 60% for detached single family homes and 70% for twinhomes/townhomes. When the Preliminary PUD was approved there was not a builder for the property. With M/I Homes being the exclusive builder on the property, the face of the garage length is known for the homes proposed at the time of Final PUD Pan. All two-car homes are compliant with the previously approved flexibility, but 3-car homes and townhomes exceed the approvals. Table 4 outlines the Preliminary PUD Plan approval and additional flexibility being proposed. A breakdown of the front footage calculation for the homes proposed are included in Exhibit A. Table 4. Garage Front Footage Percentages Product Type Approved Garage Front Footage Proposed Front Footage Single Family 60% 77% on 3-car Villa 60% 76% on 3-car Townhomes 70% 72% on 4-unit Twinhomes 70% 70% In exchange for flexibility with the garage front footage, M/I Homes is committed to providing greater side yard setbacks on the homes. There is also a limited amount of 65’ lots that would accommodate the 3-car villa (19 total lots) and they are dispersed through the site, not all in one row. M/I Homes designs softens the appearance of the garages by building over the garages, use of columns, offset of the garage and the use of a variety of materials and colors. 5. Material Flexibility. Per Section 1040.040 – RMF-1, Subd. 8.A.2 requires a minimum of two different materials on the front elevation, a minimum of 3 different variations of color, style and/or material and except for brick, stucco or stone, no more than 75% of one type of exterior finish. Exhibit B includes all Proposed Building Elevations for the community. Exhibit C outlines the area of each material on the proposed elevations. Table 5 outlines the number of proposed elevations that are not Rush Creek Reserve Page 13 compliant with the Code. It is proposed to allow all submitted elevations as shown in Exhibit B and C. A total of 99 elevations are provided within the community when a minimum of 5 front elevations is required. This is almost 20 time the required elevations required. Table 5. Front Façade Product Type Number of Elevations Non-Compliant Elevations (%) Single Family 40 10 (25%) Villa (basement) 25 0 (0%) Villa (slab) 26 3 (11.5%) Townhomes 2 0 (0%) Twinhomes 6 0 (0%) Total 99 13 (13%) In exchange for flexibility, M/I Homes will offer at least 3 elevations for each single-family detached home. 6. Roadway alignment in South Roadway alignment in the south was revised to align with the townhome product proposed in this area and with the new proposed property line with St. Thomas the Apostle Church. Rush Creek Reserve Page 14 HOMEOWNER’S ASSOCIATION Rush Creek Reserve Homeowner’s Association will be structured as a Master Association with three sub- associations. The sub-associations will be formed for: Villas, Townhomes and Twinhomes. Documents for Rush Creek Reserve will be prepared in preparation of recording of the Final Plat. The Single-Family homes are only part of the Master, they are not their own sub-association. All owners are members of the Master. The included North Creek Master Declaration is an example of how Single-Family homes will be set up in the Master for Rush Creek Reserve. The Villas sub-association documents are also part of the North Creek Declaration, this is representative example of how the Villa sub-association will be set up. Included for the Townhomes is the Whispering Hills Declaration, it is planned to format the sub-association like these documents. Twinhomes are a new product for M/I Homes. Sub-association documents for the Twinhomes will be like the Townhomes, as they have a common wall and common exterior components. Sample Homeowner’s Association Documents are included in Exhibit D. The Master will be responsible for all maintenance of the main common elements, mailboxes, snow plowing of the public sidewalks, and trash for the community. Master Villas Twinhomes Townhomes Single Family Rush Creek Reserve Exhibit A EXHIBIT A G A R AG E F RO N T F O O T CA LCUA LT I O N S M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaGarage StorageTotal Garage Area + Storage3-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageStreet Facing Linear Building Frontage (3-Car)3-Car Garage Linear Building Frontage% 3-Car Garage FrontageHans Hagen Villa Collection: SlabAspen A Stone41411352761940'20'50.0%50'30'60.0%Aspen B Stone41411352761940'20'50.0%50'30'60.0%Aspen C Stone41411352761940'20'50.0%50'30'60.0%Cedarwood B Stone47219566771540'20'50.0%50'30'60.0%Cedarwood C Stone47219566771540'20'50.0%50'30'60.0%Cedarwood D Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II A Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II B Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II C Stone47219566771540'20'50.0%50'30'60.0%Cedarwood II D Stone47219566771540'20'50.0%50'30'60.0%Willow A Stone647N/A64787740'21'52.5%50'31'62.0%Willow C Stone647N/A64787740'21'52.5%50'31'62.0%Willow D Stone647N/A64787740'21'52.5%50'31'62.0%Willow E Stone647N/A64787740'21'52.5%50'31'62.0%Linden A Stone4285748563340'20.3'50.8%50'30.3'60.6%Linden B Stone4285748563340'20.3'50.8%50'30.3'60.6%Linden C Stone4285748563340'20.3'50.8%50'30.3'60.6%Linden D Stone4285748563340'20.3'50.8%50'30.3'60.6%Magnolia A StoneN/AN/AN/A630N/AN/AN/A40'30.4'76.0%Magnolia B StoneN/AN/AN/A630N/AN/AN/A40'30.4'76.0%Magnolia C N/AN/AN/A630N/AN/AN/A40'30.4'76.0%Magnolia D StoneN/AN/AN/A630N/AN/AN/A40'30.4'76.0%Elmwood IV A437N/A43766040'20.3'50.8%50'30.3'60.6%Elmwood IV C437N/A43766040'20.3'50.8%50'30.3'60.6%Elmwood IV E437N/A43766040'20.3'50.8%50'30.3'60.6%Elmwood IV F437N/A437N/A40'20.3'50.8%N/AN/AN/A M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaGarage StorageTotal Garage Area + Storage3-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageStreet Facing Linear Building Frontage (3-Car)3-Car Garage Linear Building Frontage% 3-Car Garage FrontageHans Hagen Villa Collection: BasementGraystone B Stone475 N/A N/A 71840'20.6'51.5%50'30.6'61.2%Graystone C Stone475N/AN/A71840'20.6'51.5%50'30.6'61.2%Graystone D Stone475N/AN/AN/A40'20.6'51.5%N/AN/AN/AGraystone E Stone475N/AN/A71840'20.6'51.5%50'30.6'61.2%Graystone F Stone475N/AN/A71840'20.6'51.5%50'30.6'61.2%Hillcrest B Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest C Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest D Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest E Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Hillcrest F Stone444N/AN/A657.040'20.75'51.9%50'30.75'61.5%Sycamore A Stone652N/AN/A86540'21'52.5%50'31'62.0%Sycamore C Stone652N/AN/A86540'21'52.5%50'31'62.0%Sycamore D Stone652N/AN/A86540'21'52.5%50'31'62.0%Sycamore E Stone652N/AN/A86540'21'52.5%50'31'62.0%Kaiden A StoneN/AN/AN/A623N/AN/AN/A50'29.5'59.0%Kaiden B StoneN/AN/AN/A623N/AN/AN/A50'29.5'59.0%Kaiden C StoneN/AN/AN/A623N/AN/AN/A50'29.5'59.0%Newport A Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport B Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport C Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport D Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Newport E Stone447N/AN/A67040'20.3'50.8%50'30.3'60.6%Langford B StoneN/AN/AN/A619N/AN/AN/A50'29.5'59.0%Langford C StoneN/AN/AN/A619N/AN/AN/A50'29.5'59.0%Langford D StoneN/AN/AN/A619N/AN/AN/A50'29.5'59.0% M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageTownhomes - Lakeside CollectionNokomis - 3 unit458 32.17' 21.3' 66.2%Minnehaha - 3 unit38628.33'20.5'72.4%Hiawatha - 3 unit43330'21.3'71.0%Nokomis - 4 unit45832.17'21.3'66.2%Minnehaha - 4 unit38628.33'20.5'72.4%Vermillion - 4 unit38626.33'20.7'78.6%Hiawatha - 4 unit43330'21.3'71.0%3-Unit (Nokomis, Minnehaha, Hiawatha)N/A90.5'63.1'69.7%4-Unit (Nokomis, Minnehaha, Vermillion, Hiawatha)N/A116.83'83.8'71.7% M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageTwinhomesUnit A1 413 36'20'55.6%Unit A241336'19'52.8%Unit B141336'21'58.3%Unit B241336'21'58.3%Unit C141336'19'52.8%Unit C2 413 36'19'52.8%Twin A1/A2N/A72'39'54.2%Twin A1/B1N/A72'41'56.9%Twin A1/C1N/A72'39'54.2%Twin B1/B2N/A72'42'58.3%Twin B2/C1N/A72'40'55.6%Twin C2/C1N/A72'38'52.8% M/I HOMES OF MINNEAPOLIS/ST PAULGarage CalculationsLine-Up2-Stall Garage Area3-Stall Garage AreaStreet Facing Linear Building Frontage (2-Car)2-Car Garage Linear Building Frontage% 2-Car Garage FrontageStreet Facing Linear Building Frontage (3-Car)3-Car Garage Linear Building Frontage% 3-Car Garage FrontageSingle FamilyBloomington A 498N/A 40'23.0'57.5%N/AN/AN/ABloomington B498N/A40'23.0'57.5%N/AN/AN/ABloomington C498N/A40'23.0'57.5%N/AN/AN/ABloomington A Stone498N/A40'23.0'57.5%N/AN/AN/ACanton A Stone481N/A40'23.0'57.5%N/AN/AN/ACanton B Stone481N/A40'23.0'57.5%N/AN/AN/ACanton C Stone481N/A40'23.0'57.5%N/AN/AN/ACarter AN/A629N/AN/AN/A39'30'76.9%Carter BN/A629N/AN/AN/A39'30'76.9%Carter CN/A629N/AN/AN/A39'30'76.9%Carter DN/A629N/AN/AN/A39'30'76.9%Carter EN/A629N/AN/AN/A39'30'76.9%Carter FN/A629N/AN/AN/A39'30'76.9%Henry AN/A626N/AN/AN/A39'30'76.9%Henry BN/A626N/AN/AN/A39'30'76.9%Henry CN/A626N/AN/AN/A39'30'76.9%Henry DN/A626N/AN/AN/A39'30'76.9%Henry EN/A626N/AN/AN/A39'30'76.9%Henry FN/A626N/AN/AN/A39'30'76.9%Dearborn A Stone481N/A40'23.0'57.5%N/AN/AN/ADearborn B Stone481N/A40'23.0'57.5%N/AN/AN/ADearborn C Stone481N/A40'23.0'57.5%N/AN/AN/ADearborn D Stone481N/A40'23.0'57.5%N/AN/AN/ASophia ASN/A629N/AN/AN/A39'30'76.9%Sophia BSN/A629N/AN/AN/A39'30'76.9%Sophia CSN/A629N/AN/AN/A39'30'76.9%Sophia DSN/A629N/AN/AN/A39'30'76.9%Sophia ESN/A629N/AN/AN/A39'30'76.9%Sophia FSN/A629N/AN/AN/A39'30'76.9%Wilson AN/A631N/AN/AN/A40'30'75.0%Wilson A StoneN/A631N/AN/AN/A40'30'75.0%Wilson B N/A631N/AN/AN/A40'30'75.0%Wilson B StoneN/A631N/AN/AN/A40'30'75.0%Wilson CN/A631N/AN/AN/A40'30'75.0%Wilson C StoneN/A631N/AN/AN/A40'30'75.0%Wilson DN/A631N/AN/AN/A40'30'75.0%Wilson D StoneN/A632N/AN/AN/A40'30'75.0%Wilson EN/A633N/AN/AN/A40'30'75.0%Wilson E StoneN/A634N/AN/AN/A40'30'75.0%Wilson FN/A631N/AN/AN/A40'30'75.0%Wilson F StoneN/A632N/AN/AN/A40'30'75.0% Rush Creek Reserve Exhibit B EXHIBIT B P RO P O S E D P RO D U C T E L E VAT I O N S Rush Creek Reserve Page 1 of 14 Product Elevations – Slab Villa SLAB VILLA ASPEN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 2 of 14 Product Elevations – Slab Villa E L E VAT I O N C CEDARWOOD E L E VAT I O N B Rush Creek Reserve Page 3 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 4 of 14 Product Elevations – Slab Villa E L E VAT I O N E E L E VAT I O N G Rush Creek Reserve Page 5 of 14 Product Elevations – Slab Villa CEDARWOOD II E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 6 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 7 of 14 Product Elevations – Slab Villa WILLOW E L E VAT I O N A E L E VAT I O N C Rush Creek Reserve Page 8 of 14 Product Elevations – Slab Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 9 of 14 Product Elevations – Slab Villa LINDEN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 10 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 11 of 14 Product Elevations – Slab Villa MAGNOLIA E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 12 of 14 Product Elevations – Slab Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 13 of 14 Product Elevations – Slab Villa ELMWOOD IV E L E VAT I O N A E L E VAT I O N C Rush Creek Reserve Page 14 of 14 Product Elevations – Slab Villa E L E VAT I O N E E L E VAT I O N F W.I.C. BEDROOM #210'-3" x 10'-6" OWNER'S SUITE12'-9" x 14'-8"OPT. SOFFIT OWNER'S BATH MUD ROOM/ LAUNDRY OPT.W INDOWS OPT.WINDOWSFAMILY ROOM14'-5" x 17'-10" FOYER DINING ROOM11'-6" x 14'-6" 2-CAR GARAGE KITCHEN UP OPT.W INDOWS DEN12'-7" x 12'-8"OPT. SOFFIT COVERED PORCH WH OPT.RAIL OPT.RAIL The Aspen First Floor Square Feet: 2,344 Bedrooms: 2 Full Baths: 2 DN LOFT19'-8" x 17'-6"STORAGE OPT. RAIL Second Floor Half Baths: 1 Garages: 2 Stories: 2 PORCH DENOPT. SOFFITS12'-7" x 11'-1" BEDROOM #210'-3" x 10'-11" DINING ROOM11'-4" x 14'-0"FAMILY ROOM14'-8" x 18'-4" 2-CAR GARAGE OWNER'S SUITEOPT. SOFFITS12'-9" x 15'-2" W.I.C.WH OWNER'S BATH OPT.BENCHLAUNDRY FOYER KITCHEN UPOPT. CABSOPT.WINDOWS OPT.WINDOWS FURNACE OPT.WINDOW The Cedarwood First Floor Square Feet: 1,734 Bedrooms: 2 Full Baths: 2 Second Floor Half Baths: 0 Garages: 2 Stories: 1 ATTIC STORAGE DN PORCH 12'-7" x 10'-0" BEDROOM #210'-3" x 10'-11" DINING ROOM11'-4" x 14'-0"FAMILY ROOM14'-8" x 18'-4" OWNER'S SUITEOPT. SOFFITS12'-9" x 15'-2" W.I.C.WH OWNER'S BATHW D LAUNDRY FOYER KITCHEN UPOPT. CABSOPT.WINDOWSOPT.WINDOWS OPT. SEAT 2-CAR GARAGE19'-8" x 21'-0" OPT. ARCH FURNACE OPT.WINDOWS OPT.WINDOW BEDROOM #3 The Cedarwood II First Floor Square Feet: 1,742 Bedrooms: 3 Full Baths: 2 ATTIC STORAGE DN ATTIC STORAGE DN Second Floor Half Baths: 0 Garages: 2 Stories: 1 The Willow First Floor Square Feet: 1,935 Bedrooms: 3 Full Baths: 2 Half Baths: 0 Garages: 2.5 Stories: 1 The Linden First Floor Square Feet: 2,217 Bedrooms: 3 Full Baths: 2 Second Floor Half Baths: 0 Garages: 2 Stories: 2 The Elmwood IV First Floor Square Feet: 2,441 Bedrooms: 3 Full Baths: 2 Second Floor Half Baths: 1 Garages: 2 Stories: 2 Rush Creek Reserve Page 1 of 13 Product Elevations – Basement Villa BASEMENT VILLA GRAYSTONE E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 2 of 13 Product Elevations – Basement Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 3 of 13 Product Elevations – Basement Villa E L E VAT I O N F HILLCREST E L E VAT I O N B Rush Creek Reserve Page 4 of 13 Product Elevations – Basement Villa E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 5 of 13 Product Elevations – Basement Villa E L E VAT I O N E E L E VAT I O N F Rush Creek Reserve Page 6 of 13 Product Elevations – Basement Villa SYCAMORE E L E VAT I O N A E L E VAT I O N C Rush Creek Reserve Page 7 of 13 Product Elevations – Basement Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 8 of 13 Product Elevations – Basement Villa KAIDEN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 9 of 13 Product Elevations – Basement Villa E L E VAT I O N C NEWPORT E L E VAT I O N A Rush Creek Reserve Page 10 of 13 Product Elevations – Basement Villa E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 11 of 13 Product Elevations – Basement Villa E L E VAT I O N D E L E VAT I O N E Rush Creek Reserve Page 12 of 13 Product Elevations – Basement Villa LANGFORD E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 13 of 13 Product Elevations – Basement Villa E L E VAT I O N D WH UP BASEMENT37'-11" x 50'-9" UNEXCAVATEDUNFINISHED STORAGE UNFINISHED MECHANICAL OPT. RECREATION ROOM25'-3" x 17'-7" OPT.W.I.C. OPT. BEDROOM #312'-5" x 12'-2" OPT. EXERCISE ROOM11'-1" x 16'-6" The Graystone Basement Square Feet: 1,757 Bedrooms: 2 Full Baths: 2 First Floor Half Baths: 0 Garages: 2 Stories: 1 D OPT.WINDOWS W OPT.WINDOWS OPT. CABINETS W.I.C. DN OWNER'S BATH PORCH LAUNDRY DEN12'-7" x 11'-1"OPT. TRAYVAULT CEILING OWNER'S SUITE12'-9" x 15'-2"OPT. TRAYVAULT CEILING KITCHEN FAMILY ROOM14'-8" x 18'-4" FOYER BEDROOM #210'-3" x 10'-11" 2-CAR GARAGE DINING ROOM11'-4" x 14'-2" OPT.WINDOW WH UP BASEMENT37'-11" x 50'-9" UNEXCAVATEDUNFINISHED STORAGE UNFINISHED MECHANICAL OPT.W.I.C. OPT. RECREATION ROOM25'-2" x 17'-8" OPT. BEDROOM #312'-6" x 12'-5" OPT. EXERCISE ROOM11'-1" x 16'-6" The Graystone Basement Square Feet: 1,752 Bedrooms: 2 Full Baths: 2 D OPT.WINDOWS W OPT.WINDOWS OPT. CABINETS W.I.C. DN OWNER'S BATH PORCH LAUNDRY DEN12'-7" x 11'-1" OWNER'S SUITE12'-9" x 15'-2" KITCHEN FAMILY ROOM14'-8" x 18'-4" DINING ROOM11'-4" x 14'-2" FOYER BEDROOM #210'-3" x 10'-11" 3-CAR GARAGE OPT.WINDOW First Floor Half Baths: 0 Garages: 3 Stories: 1 The Hillcrest Basement Square Feet: 1,769 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 0 Garages: 2 Stories: 1 UNEXCAVATED WH UP BASEMENT38'-8" x 54'-10" OPT. RECREATION ROOM23'-8" x 28'-1" OPT. BEDROOM #413'-9" x 10'-8" OPT. STORAGE OPT.W.I.C. UNFINISHED MECHANICAL The Hillcrest Basement Square Feet: 1,769 Bedrooms: 3 Full Baths: 2 D OPT.WINDOWS BEDROOM #312'-7" x 12'-4" OPT.WINDOWS W.I.C. W DN PORCH OWNER'S BATH LAUN OWNER'S SUITE12'-9" x 15'-10" KITCHEN DINING ROOM11'-4" x 13'-3" FOYER BEDROOM #210'-3" x 10'-11" 3-CAR GARAGE FAMILY ROOM13'-8" x 17'-10" OPT.WINDOWS OPT.WINDOW First Floor Half Baths: 0 Garages: 3 Stories: 1 The Sycamore Basement Square Feet: 1,935 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 0 Garages: 2 Stories: 1 The Sycamore Basement Square Feet: 1,935 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 0 Garages: 3 Stories: 1 UNFINISHED MECHANICAL BASEMENT48'-7" x 21'-9" UNEXCAVATED UP WH UNEXC. OPT.W.I.C. OPT. BEDROOM #414'-0" x 11'-8" OPT. EXERCISE ROOM14'-0" x 11'-7" OPT. FLEX ROOM18'-2" x 18'-8" OPT. RECREATION ROOM33'-7" x 21'-0" OPT.STORAGE OPT. BATH OPT. WET BAR The Kaiden Basement Square Feet: 2,054 Bedrooms: 3 Full Baths: 2 OPT.WINDOWS MUD ROOM OPT. BENCHBEDROOM #211'-6" x 11'-1" COVERED PORCH DN LAUN OWNER'S BATH FOYEROPT. PANVAULTCEILING BEDROOM #312'-1" x 11'-2" OWNER'S SUITEOPT. TRAY VAULTCEILING15'-1" x 13'-9" 3-CAR GARAGE29'-8" x 21'-8" KITCHEN DINING ROOM17'-1" x 11'-2" OPT.WINDOWS OPT.WINDOW FAMILY ROOMOPT. PAN VAULT CEILING16'-6" x 22'-1" OPT. RAIL W.I.C.OPT. CABOPT. ARCH OPT. ARCHW.I.C.OPT.POCKETDOOR OPT.WINDOWS OPT. ARCHFirst Floor Half Baths: 0 Garages: 3 Stories: 1 The Langford Basement Square Feet: 2,936 Bedrooms: 3 Full Baths: 2 First Floor Half Baths: 1 Garages: 3 Stories: 1 UNFINISHED MECHANICAL BASEMENT38'-8" x 27'-10" UNEXCAVATED UP WH SUMP UNFINISHED STORAGE OPT. BEDROOM11'-4" x 12'-2" OPT. RECREATION ROOM26'-5" x 23'-10" The Newport Basement Square Feet: 2,421 Bedrooms: 3 Full Baths: 2 OPT.WINDOWS DW COVERED PORCH W.I.C. DN LAUN OWNER'S BATH FOYER 2-CAR GARAGE KITCHEN DINING ROOM11'-4" x 13'-3"OPT.WINDOWS OPT.WINDOW FAMILY ROOM14'-6" x 14'-2" OPT.WINDOWS DENOPT. SOFFITS12'-7" x 11'-0" UP OPT.CABINETS OPT. CABINETS OPT.RAIL OPT. ARCH OPT. ARCHOWNER'S SUITE12'-11" x 16'-4"OPT. SOFFITS First Floor Half Baths: 1 Garages: 2 Stories: 2 BEDROOM #2SLOPED CEILING15'-1" x 11'-8" BEDROOM #3SLOPED CEILING15'-1" x 11'-9" DN LOFTSLOPED CEILING15'-0" x 15'-0"OPT. RAIL Second Floor Rush Creek Reserve Page 1 Product Elevations – Townhome TOWNHOME 4-UNIT 3-UNIT Rush Creek Reserve Page 1 of 3 Product Elevations – Twinhome TWINHOME TWIN A1/A2 TWIN A1/B1 Rush Creek Reserve Page 2 of 3 Product Elevations – Twinhome TWIN A1/C1 TWIN B1/B2 Rush Creek Reserve Page 3 of 3 Product Elevations – Twinhome TWIN B2/C1 TWIN C2/C1 Rush Creek Reserve Page 1 of 26 Product Elevations – Single Family SINGLE FAMILY BLOOMINGTON E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 2 of 26 Product Elevations – Single Family E L E VAT I O N C CANTON (3rd stall not an option at Rush Creek Reserve) E L E VAT I O N A Rush Creek Reserve Page 3 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N C Rush Creek Reserve Page 4 of 26 Product Elevations – Single Family CARTER E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 5 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 6 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N F Rush Creek Reserve Page 7 of 26 Product Elevations – Single Family HENRY E L E VAT I O N A E L E VAT I O N A S TO N E Rush Creek Reserve Page 8 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N B S TO N E Rush Creek Reserve Page 9 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N C S TO N E Rush Creek Reserve Page 10 of 26 Product Elevations – Single Family E L E VAT I O N D E L E VAT I O N D S TO N E Rush Creek Reserve Page 11 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N E S TO N E Rush Creek Reserve Page 12 of 26 Product Elevations – Single Family E L E VAT I O N F E L E VAT I O N F S TO N E Rush Creek Reserve Page 13 of 26 Product Elevations – Single Family DEARBORN E L E VAT I O N A E L E VAT I O N B Rush Creek Reserve Page 14 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N D Rush Creek Reserve Page 15 of 26 Product Elevations – Single Family SOPHIA E L E VAT I O N A E L E VAT I O N A S TO N E Rush Creek Reserve Page 16 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N B S TO N E Rush Creek Reserve Page 17 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N C S TO N E Rush Creek Reserve Page 18 of 26 Product Elevations – Single Family E L E VAT I O N D E L E VAT I O N D S TO N E Rush Creek Reserve Page 19 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N E S TO N E Rush Creek Reserve Page 20 of 26 Product Elevations – Single Family E L E VAT I O N F E L E VAT I O N F S TO N E Rush Creek Reserve Page 21 of 26 Product Elevations – Single Family WILSON E L E VAT I O N A E L E VAT I O N A S TO N E Rush Creek Reserve Page 22 of 26 Product Elevations – Single Family E L E VAT I O N B E L E VAT I O N B S TO N E Rush Creek Reserve Page 23 of 26 Product Elevations – Single Family E L E VAT I O N C E L E VAT I O N C S TO N E Rush Creek Reserve Page 24 of 26 Product Elevations – Single Family E L E VAT I O N D E L E VAT I O N D S TO N E Rush Creek Reserve Page 25 of 26 Product Elevations – Single Family E L E VAT I O N E E L E VAT I O N E S TO N E Rush Creek Reserve Page 26 of 26 Product Elevations – Single Family E L E VAT I O N F E L E VAT I O N F S TO N E The Bloomington Basement Square Feet: 1,750 Bedrooms: 3 Full Baths: 2 All elevations shown with Optional Stone First Floor Second Floor Half Baths: 1 Garages: 2 Stories: 2 The Canton Basement Square Feet: 1,976 Bedrooms: 3 Full Baths: 2 All elevations shown with Optional Stone First Floor Second Floor Half Baths: 1 Garages: 2 Stories: 2 The Dearborn Basement Square Feet: 2,147 Bedrooms: 3 Full Baths: 2 All elevations shown with Optional Stone First Floor Second Floor Half Baths: 1 Garages: 2 Stories: 2 Rush Creek Reserve Exhibit C EXHIBIT C F RO N T FA Ç A D E M AT E R I A L CA LCU L AT I O N S M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneHans Hagen Villa Collection: SlabAspen A Stone28.2' 233.7 43.518.6%0.0 0.0% 0.0 0.0% 63.4 27.1% 70.8 30.3% 56.0 24.0%Aspen B Stone28.2' 210.2 37.4 17.8% 0.0 0.0% 0.0 0.0% 137.7 65.5% 0.0 0.0% 35.1 16.7%Aspen C Stone27.2' 312.8 84.4 27.0% 0.0 0.0% 0.0 0.0% 81.8 26.2% 76.0 24.3% 70.6 22.6%Cedarwood B Stone24.0' 149.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 32.8 21.9% 0.0 0.0% 116.7 78.1%Cedarwood C Stone24.0' 275.5 0.0 0.0% 2.5 0.9% 0.0 0.0% 115.1 41.8% 41.2 15.0% 116.7 42.4%Cedarwood D Stone24.0' 108.1 0.0 0.0% 0.0 0.0% 0.0 0.0% 56.7 52.5% 0.0 0.0% 51.4 47.5%Cedarwood II A Stone24.1' 228.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 111.8 49.0% 0.0 0.0% 116.4 51.0%Cedarwood II B Stone24.1' 174.1 0.0 0.0% 0.0 0.0% 0.0 0.0% 57.3 32.9% 0.0 0.0% 116.8 67.1%Cedarwood II C Stone24.1' 316.5 0.0 0.0% 5.7 1.8% 0.0 0.0% 139.6 44.1% 54.4 17.2% 116.8 36.9%Cedarwood II D Stone24.1' 325.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 269.082.7%0.0 0.0% 56.2 17.3%Willow A Stone25.7' 349.0 91.3 26.2%20.4 5.8% 0.0 0.0% 0.0 0.0% 172.3 49.4% 65.0 18.6%Willow C Stone25.1' 286.0 80.0 28.0% 0.0 0.0% 0.0 0.0% 145.2 50.8% 0.0 0.0% 60.8 21.3%Willow D Stone26.6' 169.4 72.9 43.0% 0.0 0.0% 0.0 0.0% 63.2 37.3% 8.2 4.8% 25.1 14.8%Willow E Stone24.4' 212.4 83.7 39.4% 0.0 0.0% 0.0 0.0% 87.1 41.0% 10.3 4.8% 31.3 14.7%Linden A Stone25.2' 224.0 0.0 0.0% 0.0 0.0% 0.0 0.0% 98.4 43.9% 0.0 0.0% 125.6 56.1%Linden B Stone26.5' 269.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 181.7 67.5% 5.1 1.9% 82.4 30.6%Linden C Stone24.8' 211.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 61.7 29.2% 51.8 24.5% 98.0 46.3%Linden D Stone25.8' 239.7 0.0 0.0% 0.0 0.0% 0.0 0.0% 74.2 31.0% 88.0 36.7% 77.5 32.3%Magnolia A Stone28.9' 269.2 200.8 74.6% 0.0 0.0% 0.0 0.0% 0.0 0.0% 28.3 10.5% 40.1 14.9%Magnolia B Stone28.9' 265.6 221.283.3%0.0 0.0% 0.0 0.0% 0.0 0.0% 9.4 3.5% 35.0 13.2%Magnolia C 28.9' 233.1 43.0 18.4%3.7 1.6% 0.0 0.0% 0.0 0.0% 186.480.0%0.0 0.0%Magnolia D Stone29.2' 343.2 244.1 71.1%0.0 0.0% 0.0 0.0% 69.0 20.1% 0.0 0.0% 30.1 8.8%Elmwood IV A24.4' 295.9 0.0 0.0% 2.5 0.8% 0.0 0.0% 54.5 18.4% 121.2 41.0% 117.7 39.8%Elmwood IV C24.4' 262.9 48.8 18.6% 0.0 0.0% 0.0 0.0% 114.4 43.5% 2.5 1.0% 97.2 37.0%Elmwood IV E24.1' 243.9 0.0 0.0% 0.0 0.0% 0.0 0.0% 169.9 69.7% 0.0 0.0% 74.0 30.3%Elmwood IV F24.4' 181.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 126.5 69.6% 0.0 0.0% 55.3 30.4% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneHans Hagen Villa Collection: BasementGraystone B Stone25.6' 178.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 101.9 57.2% 0.0 0.0% 76.3 42.8%Graystone C Stone25.8' 304.6 0.0 0.0% 2.5 0.8% 0.0 0.0% 183.0 60.1% 42.7 14.0% 76.4 25.1%Graystone D Stone25.8' 191.6 0.0 0.0% 0.0 0.0% 0.0 0.0% 112.1 58.5% 1.2 0.6% 78.3 40.9%Graystone E Stone25.8' 171.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 65.5 38.2% 23.7 13.8% 82.3 48.0%Graystone F Stone25.7' 206.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 133.6 64.8% 0.0 0.0% 72.6 35.2%Hillcrest B Stone25.8' 195.4 0.0 0.0% 0.0 0.0% 0.0 0.0% 121.3 62.1% 0.0 0.0% 74.1 37.9%Hillcrest C Stone25.8' 334.5 0.0 0.0% 2.5 0.7% 0.0 0.0% 201.7 60.3% 56.2 16.8% 74.1 22.2%Hillcrest D Stone25.8' 221.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 148.2 66.9% 0.0 0.0% 73.3 33.1%Hillcrest E Stone25.7' 192.3 0.0 0.0% 0.0 0.0% 0.0 0.0% 87.0 45.2% 23.6 12.3% 81.7 42.5%Hillcrest F Stone25.8' 234.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 164.4 70.0% 0.0 0.0% 70.4 30.0%Sycamore A Stone26.9' 398.1 122.6 30.8% 20.4 5.1% 0.0 0.0% 0.0 0.0% 192.0 48.2% 63.1 15.9%Sycamore C Stone26.3' 319.6 104.9 32.8% 0.0 0.0% 0.0 0.0% 145.8 45.6% 0.0 0.0% 68.9 21.6%Sycamore D Stone27.8' 186.3 90.0 48.3% 0.0 0.0% 0.0 0.0% 63.3 34.0% 8.2 4.4% 24.8 13.3%Sycamore E Stone25.2' 225.1 94.8 42.1% 0.0 0.0% 0.0 0.0% 87.0 38.6% 10.3 4.6% 33.0 14.7%Kaiden A Stone25.9' 364.2 189.3 52.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 81.3 22.3% 93.6 25.7%Kaiden B Stone25.9' 442.6 58.9 13.3% 0.0 0.0% 0.0 0.0% 217.4 49.1% 84.4 19.1% 81.9 18.5%Kaiden C Stone28.3' 449.4 0.0 0.0% 0.0 0.0% 0.0 0.0% 269.8 60.0% 60.0 13.4% 119.6 26.6%Newport A Stone26.1' 350.5 0.0 0.0% 2.4 0.7% 0.0 0.0% 53.5 15.3% 117.2 33.4% 177.4 50.6%Newport B Stone26.1' 314.2 122.9 39.1% 0.0 0.0% 0.0 0.0% 113.5 36.1% 2.4 0.8% 75.4 24.0%Newport C Stone26.1' 297.8 7.8 2.6% 0.0 0.0% 0.0 0.0% 111.1 37.3% 0.0 0.0% 178.9 60.1%Newport D Stone26.1' 232.6 0.0 0.0% 0.0 0.0% 0.0 0.0% 155.8 67.0% 0.0 0.0% 76.8 33.0%Newport E Stone26.1' 259.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 180.6 69.5% 0.0 0.0% 79.2 30.5%Langford B Stone24.8' 210.3 0.0 0.0% 0.0 0.0% 0.0 0.0% 88.9 42.3% 82.2 39.1% 39.2 18.6%Langford C Stone24.0' 270.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 131.8 48.7% 98.7 36.5% 40.0 14.8%Langford D Stone29.2' 266.8 0.0 0.0% 0.0 0.0% 0.0 0.0% 72.1 27.0% 97.8 36.7% 96.9 36.3% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneTownhomes - Lakeside CollectionNokomis - 3 unit34.0' 351.8 166.0 47.2% 0.0 0.0% 0.0 0.0% 126.3 35.9% 0.0 0.0% 59.5 16.9%Minnehaha - 3 unit30.6' 282.6 201.7 71.4% 0.0 0.0% 0.0 0.0% 66.4 23.5% 0.0 0.0% 14.5 5.1%Hiawatha - 3 unit30.6' 315.3 173.2 54.9% 0.0 0.0% 0.0 0.0% 123.7 39.2% 0.0 0.0% 18.4 5.8%Nokomis - 4 unit34.2' 353.4 166.2 47.0% 0.0 0.0% 0.0 0.0% 127.2 36.0% 0.0 0.0% 60.0 17.0%Minnehaha - 4 unit31.9' 283.7 202.0 71.2% 0.0 0.0% 0.0 0.0% 65.8 23.2% 0.0 0.0% 15.9 5.6%Vermillion - 4 unit34.1' 218.9 148.1 67.7% 0.0 0.0% 0.0 0.0% 54.2 24.8% 0.0 0.0% 16.6 7.6%Hiawatha - 4 unit34.5' 375.4 179.6 47.8% 0.0 0.0% 0.0 0.0% 176.8 47.1% 0.0 0.0% 19.0 5.1%3-Unit (Nokomis, Minnehaha, Hiawatha) 34.5' 949.7 540.9 57.0% 0.0 0.0% 0.0 0.0% 316.4 33.3% 0.0 0.0% 92.4 9.7%4-Unit (Nokomis, Minnehaha, Vermillion, Hiawatha) 34.5' 1231.4 695.9 56.5% 0.0 0.0% 0.0 0.0% 424.0 34.4% 0.0 0.0% 111.5 9.1% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneTwinhomesUnit A1 25' 161.0 105.0 65.2% 0.0 0.0% 0.0 0.0% 46.0 28.6% 0.0 0.0% 10.0 6.2%Unit A225' 194.0 153.0 78.9% 0.0 0.0% 0.0 0.0% 31.0 16.0% 0.0 0.0% 10.0 5.2%Unit B125' 148.0 75.0 50.7% 0.0 0.0% 0.0 0.0% 67.0 45.3% 0.0 0.0% 6.0 4.1%Unit B226' 201.0 82.0 40.8% 0.0 0.0% 0.0 0.0% 113.0 56.2% 0.0 0.0% 6.0 3.0%Unit C127' 169.0 113.0 66.9% 0.0 0.0% 0.0 0.0% 39.0 23.1% 0.0 0.0% 17.0 10.1%Unit C2 27' 193.0 149.0 77.2% 0.0 0.0% 0.0 0.0% 27.0 14.0% 0.0 0.0% 17.0 8.8%Twin A1/A225' 355.0 258.0 72.7% 0.0 0.0% 0.0 0.0% 77.0 21.7% 0.0 0.0% 20.0 5.6%Twin A1/B125' 309.0 180.0 58.3% 0.0 0.0% 0.0 0.0% 113.0 36.6% 0.0 0.0% 16.0 5.2%Twin A1/C127' 330.0 218.0 66.1% 0.0 0.0% 0.0 0.0% 85.0 25.8% 0.0 0.0% 27.0 8.2%Twin B1/B226' 349.0 157.0 45.0% 0.0 0.0% 0.0 0.0% 180.0 51.6% 0.0 0.0% 12.0 3.4%Twin B2/C127' 370.0 195.0 52.7% 0.0 0.0% 0.0 0.0% 152.0 41.1% 0.0 0.0% 23.0 6.2%Twin C2/C127' 362.0 262.0 72.4% 0.0 0.0% 0.0 0.0% 66.0 18.2% 0.0 0.0% 34.0 9.4% M/I HOMES OF MINNEAPOLIS/ST PAULFaçade CalculationLine-UpBuilding HeightBuilding FaçadeSiding 1% Façade Siding 1Siding 2% Façade Siding 2Siding 3% Façade Siding 3Shake% Façade ShakeBoard and Batten% Façade B&BStone% Façade StoneSingle FamilyBloomington B27.0' 278.1 176.9 63.6% 0.0 0.0% 0.0 0.0% 0.0 0.0% 101.2 36.4% 0.0 0.0%Bloomington C27.0' 405.9 200.0 49.3% 0.0 0.0% 0.0 0.0% 205.9 50.7% 0.0 0.0% 0.0 0.0%Bloomington A Stone27.0' 484.5 346.4 71.5% 0.0 0.0% 0.0 0.0% 107.1 22.1% 0.0 0.0% 31.0 6.4%Canton A Stone26.7' 405.7 318.278.4%0.0 0.0% 0.0 0.0% 55.4 13.7% 0.0 0.0% 32.1 7.9%Canton B Stone28.8' 411.6 190.8 46.4%0.0 0.0% 0.0 0.0% 0.0 0.0% 188.7 45.8% 32.1 7.8%Canton C Stone28.9' 307.0 262.085.3%0.0 0.0% 0.0 0.0% 12.9 4.2% 0.0 0.0% 32.1 10.5%Carter A28.0' 291.0 197.0 67.7%0.0 0.0% 0.0 0.0% 0.0 0.0% 94.0 32.3% 0.0 0.0%Carter B30.6' 287.6 186.3 64.8% 0.0 0.0% 0.0 0.0% 101.3 35.2% 0.0 0.0% 0.0 0.0%Carter C28.1' 243.3 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 243.3100.0%0.0 0.0%Carter D31.0' 270.0 217.780.6%25.0 9.3%0.0 0.0% 0.0 0.0% 27.3 10.1% 0.0 0.0%Carter E36.1'388.5 0.0 0.0% 0.0 0.0% 0.0 0.0% 128.2 33.0% 260.3 67.0% 0.0 0.0%Carter F32.6' 321.0 112.6 35.1%12.2 3.8% 101.4 31.6% 0.0 0.0% 94.8 29.5% 0.0 0.0%Henry A29.3' 333.3 226.6 68.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 106.7 32.0% 0.0 0.0%Henry B30.8' 333.9 214.9 64.4% 0.0 0.0% 0.0 0.0% 119.0 35.6% 0.0 0.0% 0.0 0.0%Henry C29.5' 278.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 278.2100.0%0.0 0.0%Henry D32.5' 293.7 245.283.5%25.4 8.6%0.0 0.0% 0.0 0.0% 23.1 7.9% 0.0 0.0%Henry E36.1'431.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 124.2 28.8% 307.0 71.2% 0.0 0.0%Henry F32.6' 374.9 266.5 71.1%12.5 3.3% 0.0 0.0% 0.0 0.0% 95.9 25.6% 0.0 0.0%Dearborn A Stone28.6' 421.5 257.0 61.0% 0.0 0.0% 0.0 0.0% 132.3 31.4% 0.0 0.0% 32.2 7.6%Dearborn B Stone28.3' 222.7 184.782.9%5.8 2.6% 0.0 0.0% 0.0 0.0% 0.0 0.0% 32.2 14.5%Dearborn C Stone28.3' 325.2 80.6 24.8%0.0 0.0% 0.0 0.0% 212.4 65.3% 0.0 0.0% 32.2 9.9%Dearborn D Stone32.4' 447.5 108.8 24.3% 0.0 0.0% 0.0 0.0% 0.0 0.0% 306.5 68.5% 32.2 7.2%Sophia AS29.2' 314.7 196.2 62.3% 0.0 0.0% 0.0 0.0% 0.0 0.0% 101.0 32.1% 17.5 5.6%Sophia BS30.9' 321.7 193.4 60.1% 0.0 0.0% 0.0 0.0% 110.7 34.4% 0.0 0.0% 17.6 5.5%Sophia CS29.4' 267.7 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 250.293.5%17.5 6.5%Sophia DS32.5' 293.6 204.3 69.6%25.0 8.5% 0.0 0.0% 0.0 0.0% 38.1 13.0% 26.2 8.9%Sophia ES36.1'414.1 0.0 0.0% 0.0 0.0% 0.0 0.0% 113.1 27.3% 274.8 66.4% 26.2 6.3%Sophia FS32.6' 351.2 226.2 64.4%12.3 3.5% 0.0 0.0% 0.0 0.0% 95.1 27.1% 17.6 5.0%Wilson A23.9' 391.0 219.2 56.1% 0.0 0.0% 0.0 0.0% 0.0 0.0% 171.8 43.9% 0.0 0.0%Wilson A Stone23.9' 394.7 206.8 52.4% 0.0 0.0% 0.0 0.0% 0.0 0.0% 171.8 43.5% 16.1 4.1%Wilson B 33.1' 406.6 214.6 52.8% 0.0 0.0% 0.0 0.0% 192.0 47.2% 0.0 0.0% 0.0 0.0%Wilson B Stone33.1' 410.4 202.3 49.3% 0.0 0.0% 0.0 0.0% 192.0 46.8% 0.0 0.0% 16.1 3.9%Wilson C29.3' 298.4 0.0 0.0% 0.0 0.0% 0.0 0.0% 0.0 0.0% 298.4100.0%0.0 0.0%Wilson C Stone29.3' 302.3 0.00.0%0.0 0.0% 0.0 0.0% 0.0 0.0% 286.194.6%16.2 5.4%Wilson D32.3' 287.7 176.5 61.3%13.4 4.7% 0.0 0.0% 0.0 0.0% 97.8 34.0% 0.0 0.0%Wilson D Stone32.3' 296.0 160.4 54.2% 13.4 4.5% 0.0 0.0% 0.0 0.0% 97.8 33.0% 24.4 8.2%Wilson E36.7'462.2 0.0 0.0% 0.0 0.0% 0.0 0.0% 166.9 36.1% 295.3 63.9% 0.0 0.0%Wilson E Stone36.7'469.7 0.0 0.0% 0.0 0.0% 0.0 0.0% 150.0 31.9% 295.3 62.9% 24.4 5.2%Wilson F35.6'467.8 286.7 61.3% 12.2 2.6% 0.0 0.0% 0.0 0.0% 168.9 36.1% 0.0 0.0%Wilson F Stone35.6'463.1 278.6 60.2% 12.2 2.6% 0.0 0.0% 0.0 0.0% 156.1 33.7% 16.2 3.5% CLVTCLVT SCONTROL CLVT >> N DATE PROJ. NO.Plot Date: 09/02/2020 - 12:13pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Figures\193804970DensityCalcs.dwgXrefs:, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 1, 193804970XSPV-PH3,193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PRE-DEVELOPMENT DENSITY CALCULATIONS M/I HOMES RUSH CREEK RESERVE 09/02/2020 193804970 FIGURE1 Pre-Development Density Calculations No. of housing Units 0 Gross area 103.0 acres Area of Public Streets 0.0 acres Area of Wetlands 9.3 acres Area of wetland buffer 6.8 acres Area Below 100-year HWL 0.0 acres Area of Floodplain 2.5 acres Total Net Area 84.4 acres Post-Development Density 0.0 units per acre PROJECT BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND WETLAND BUFFER CLVTCLVT SCONTROL CLVT >> ROADA ROAD B R O A D A ROADAR O A D A R O A D B R O A D B R O A D D R O A D C ROA D D ROAD DROADDR O A D E ROADFCOUNTYROAD10 C O U N T Y R O A D 1 0 C O U N T Y R OA D 1 0 N DATE PROJ. NO.Plot Date: 09/02/2020 - 12:13pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Figures\193804970DensityCalcs.dwgXrefs:, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 1, 193804970XSPV-PH3,193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com POST-DEVELOPMENT DENSITY CALCULATIONS M/I HOMES RUSH CREEK RESERVE 09/02/2020 193804970 FIGURE2 Post-Development Density Calculations No. of housing Units 257 Gross area 103.0 acres Area of Public Streets 12.4 acres Area of Wetlands 8.3 acres Area of wetland buffer 6.1 acres Area Below 100-year HWL 5.5 acres Area of Floodplain 2.5 acres Total Net Area 68.2 acres Post-Development Density 3.8 units per acre PROJECT BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND RIGHT OF WAY 100-YEAR FLOOD ZONE WETLAND BUFFER IMPACTED WETLAND CLVTCLVT SCONTROL CLVT >> ROADA ROAD B R O A D A ROADAR O A D A R O A D B R O A D B R O A D D R O A D C ROA D D ROAD DROADDR O A D E ROADFCOUNTYROAD10 C O U N T Y R O A D 1 0 C O U N T Y R OA D 1 0 N DATE PROJ. NO.Plot Date: 09/02/2020 - 12:16pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Figures\193804970DensityCalcs.dwgXrefs:, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 1, 193804970XSPV-PH3,193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com MET COUNCIL POST-DEVELOPMENT DENSITY CALCULATIONS M/I HOMES RUSH CREEK RESERVE 09/02/2020 193804970 FIGURE3 Met Council Post-Development Density Calculations No. of housing Units 257 Gross area 103.0 acres Area of Arterial Road ROW 0.0 acres Area of Wetlands 8.3 acres Area of wetland buffer 6.1 acres Total Net Area 88.6 acres Post-Development Density 2.9 units per acre PROJECT BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND WETLAND BUFFER IMPACTED WETLAND SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 11:46amDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G001.dwgXrefs:, 193804970BRD, HENNEPIN_CountyTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENT10/19/20RESUBMIT G0.01 TITLE SHEET ---- PROFESSIONAL ENGINEERMINNESOTA.DAVID AHRENS8/18/202021711VICINITY MAP STANTEC PROJECT NO. 193804970 THIS PLAN SET CONTAINS 68 SHEETS M/I HOMES RUSH CREEK RESERVE CORCORAN, MN INDEX OF SHEETS SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND AND ABBREVIATIONS G1.01 - G1.06 EXISTING CONDITION C5.01 - C5.05 STORM SEWER PLAN CIVIL C4.01 - C4.05 SANITARY SEWER AND WATERMAIN PLAN C3.01 - C3.05 GRADING PLAN PROJECT LOCATION G2.01 - G2.08 TREE INVENTORY C2.01 - C2.05 EROSION CONTROL PLAN AUGUST 2020 C1.01 - C1.05 SITE PLAN SUBDIVIDER: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 LANDSCAPE OVERALL LANDSCAPE PLAN SURVEY V4.01 - V4.05 SURVEY L1.00 ELECTRICAL PHOTOMETRIC PLANE1.01 - E1.05 C. S . A . H . 1 0 C.S.A.H. 50 SITE ZONED RMF-3 VICINITY ZONING AND LAND-USE MAP PARK AGRICULTURAL UNDEVELOPED V1.01 PRELIMINARY PLAT SITE PLAN C5.00 OVERALL STORM SEWER PLAN C4.00 OVERALL SANITARY SEWER AND WATERMAIN PLAN C3.00 OVERALL GRADING PLAN PHOTOMETRIC DETAILSE1.06 V4.00 OVERALL SURVEY LANDSCAPE PLANL1.01 - L1.05 C1.00 OVERALL SITE AND PEDESTRIAN CIRCULATION PLAN G2.00 OVERALL TREE INVENTORY LANDSCAPE DETAILSL1.06 - L1.07 OVERALL IRRIGATION PLANL2.00 GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CONTROL POINT EXISTING TOPOGRAPHIC SYMBOLS SURVEY LINES FM FM FM >>>> >>>>>>>>> >>>>>>>> l l l l l l l l l l l l l EXISTING UTILITY LINES SURVEY SYMBOLS BACKSIGHT CONTROL POINT MONUMENT IRON FOUND MONUMENT IRON SET FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l PROPOSED UTILITY LINES HEAVY DUTY BITUMINOUS CONCRETE GRAVEL HATCH PATTERNS CONCRETE CURB AND GUTTER GRADING INFORMATION 952 950 952 950 BENCH MARK LOCATION 1:4 AERIAL CONTROL POINT SAND BEDROCK >>>> GROUND BITUMINOUS FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FM FM FM >>>> >>>>>>>>> >>>>>> l l l l l l l l l l l l l FUTURE UTILITY LINES >>>> EXISTING TOPOGRAPHIC LINES CTV-A CTV-A CTV-A CTV-B CTV-B CTV-B CTV-C CTV-C CTV-C CTV-D CTV-D CTV-D FO-A FO-A FO-A FO-B FO-B FO-B FO-C FO-C FO-C FO-D FO-D FO-D E-A E-A E-A E-B E-B E-B E-C E-C E-C E-D E-D E-D G-A G-A G-A G-B G-B G-B G-C G-C G-C G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES STORM SEWER CATCH BASIN STORM SEWER BEEHIVE CATCH BASIN STORM SEWER FLARED END SECTION CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER VALVE PROPOSED TOPOGRAPHIC SYMBOLS SANITARY CLEANOUT BOLLARD SANITARY OR STORM LIFT STATION RIP RAP OHP OHP OHP C-A C-A C-A C-B C-B C-B C-C C-C C-C C-D C-D C-D DRAINAGE FLOW BASKETBALL POST BENCH BUSH DECIDUOUS CATCH BASIN BEEHIVE CURB BOX CATCH BASIN CONTROL BOX SIGNAL CLEAN OUT (SEWER) SEPTIC DRAIN FIELD DRINKING FOUNTAIN ENERGY DISSIPATER STORM SEWER APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT LOOP DETECTOR LIGHT YARD MAIL BOX MANHOLE-HEAT MANHOLE-POWER MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATIONS MANHOLE-UNKNOWN METER POWER METER GAS ORDINARY HIGH WATER MARK PEDESTRIAN PUSH BUTTON PEDESTAL POWER PEDESTAL COMMUNICATIONS POST INDICATOR VALVE PARKING METER POLE-COMMUNICATIONS POLE-GUY POLE-LIGHT POLE-POWER POLE-UTILITY POST PICNIC TABLE PROPANE TANK SAMPLING WELL ROCK RR SIGNAL CONTROL BOX RR CROSSING GATE RR SIGNAL REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SEPTIC TANK SEPTIC VENT SIGN STAND PIPE GAS SPIGOT WATER SPRINKLER HEAD SPRINKLER VALVE BOX STUMP SERVICE-SANITARY SEWER POINT ON LINE SERVICE-WATER POINT ON LINE TELEPHONE BOOTH TRANSMISSION TOWER ELECTRIC TEST PIT LOC TRANSFORMER POWER TREE DEAD TRASH CAN TRAFFIC SIGNAL VALVE GAS VALVE WETLAND WELL-WATER TREE-CONIFEROUS TREE-FRUIT GUY WIRE LIFT STATION WET WELL LIFT STATION DRY WELL LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST BARRICADE PERMANENT BURIAL CONTROL MONUMENT BUILDING LOWEST OPENING COLUMN CULVERT END WELL-MONITORING OUTLET CONTROL STRUCTURE SERVICE-GAS POINT ON LINE SOIL BORING MAIL RELAY BOX INLET (SMALL DIA.) SERVICE-STORM SEWER POINT ON LINE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION℄CENTER LINE CL. CLASS DIP DUCTILE IRON PIPE EL/ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EX EXISTING FES FLARED END SECTION F/F FACE TO FACE FM FORCE MAIN GV GATE VALVE HP HIGH POINT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NTS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCC COMPOUND CURVE PI POINT OF INTERSECTION⅊PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT TNH TOP NUT HYDRANT TYP TYPICAL VC VERTICAL CURVE WM WATER MAIN RETAINING WALL FENCE - BARBED WIRE FENCE - CHAIN LINK FENCE - DECORATIVE FENCE - STOCKADE FENCE - WOOD FENCE - ELECTRIC GUARD RAIL TREE LINE WETLAND WETLAND BUFFER FLOODPLAIN SHORELAND OVERLAY BOUNDARY WETLAND SETBACK CABLE TV QUALITY LEVEL D CABLE TV QUALITY LEVEL C CABLE TV QUALITY LEVEL B CABLE TV QUALITY LEVEL A FIBER OPTIC QUALITY LEVEL D FIBER OPTIC QUALITY LEVEL C FIBER OPTIC QUALITY LEVEL B FIBER OPTIC QUALITY LEVEL A POWER QUALITY LEVEL D POWER QUALITY LEVEL C POWER QUALITY LEVEL B POWER QUALITY LEVEL A GAS QUALITY LEVEL D GAS QUALITY LEVEL C GAS QUALITY LEVEL B GAS QUALITY LEVEL A COMMUNICATION QUALITY LEVEL D COMMUNICATION QUALITY LEVEL C COMMUNICATION QUALITY LEVEL B COMMUNICATION QUALITY LEVEL A OVERHEAD POWER OVERHEAD COMMUNICATION OVERHEAD UTILITIES 953.53 FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER DRAINTILE STORM SEWER WATER MAIN WATER SERVICE PIPE CASING FORCE MAIN SANITARY SEWER SANITARY SERVICE STORM SEWER WATER MAIN WATER SERVICE BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) EXISTING PROPOSED FUTURE DEMOLITION OHC OHC OHC OHU OHU OHU BCM CON CLVT FLAG GRILL H CP DW Y G-METER OHWM PED E PIV SAMPLING WELL ROCK RR RR GATE SEP SEPTIC VENT SEPTIC G-PIPE SPRINKLER IVB G-SER S-SER ST-SER W-SER TOWER ELEC TESTPIT TRAN GAS SAMPLING WELL WELL AIR CONTROL BS JLM M TS BM BENCH MAIL SCONTROL G E U PROPANE TANK G-REG R/W POST LO HYDRANT PVMNT MARKER (REFLECTOR) HYDRANT VALVE PEDESTAL CATVCTV CO LS G E SS S ? W TRASH AR MANHOLE-AIR RELEASE C DH PEDESTRIAN RAMP S POLE-UTILITY SERVICE RESECTED POINTR VENT GASG-VENT STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE BOOSTER STATION WATER REDUCER STA:5+67.19 980.87 C C PROPOSED PRIVATE UTILITY LINES CTV-C CTV-C CTV-C G-C G-C G-C OHP OHP OHP C-C C-C C-C CABLE TV GAS COMMUNICATION OVERHEAD POWER SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 11:47amDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G002.dwgXrefs:, 193804970BRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G0.02 LEGEND AND ABBREVIATIONS ---- PROFESSIONAL ENGINEERMINNESOTA. 960 964M E E E E E E C E E CC C 32361 969.72BL PDTECCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > WETLAND 2 WETLAND 1 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 518.60 N89°26'36"W 518.62 S0°05'35"W792.03CENTER LINE OF COUNTY ROAD #10 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 S46°26'24"W139.09S53°19'41"W 170.96S43°04'01"W336.38N89°26'36"W 99.05 N C S A H 1 0 CSAH 50 G1.01 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:18pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PROEJCT DEVELOPMENT AREA = 103.0 ACRES SEE SHEET G1.03SEE SHEET G1.02 MAP KEY 980970970970960 9 5 6968960950950 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P L = 5 1 3 . 6 7 R = 5 6 9 5 . 7 7 Δ = 5 ° 1 0 '0 2 " ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 N 3 6 ° 1 7 ' 1 2 "W 1 3 2 . 1 2 N 4 1 ° 2 7 ' 1 4 " W 1 0 8 8 . 0 2 N C S A H 1 0 G1.02 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:18pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHORELAND DISTRICT BOUNDARY SEE SHEET G1.05 SEE SHEET G1.03SEE SHEET G1.01 MAP KEY 9809709709609 5 0 942960970976 950 CLVT>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M WETLAND 3 WETLAND 4 WETLAND 4 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 N89°26'36"W 518.62 N0°05'35"E1844.37S89°26'36"E 518.62 S43°04'01"W336.38N89°26'36"W 99.05 N G1.03 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:19pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT WETLAND (TYP)SEE SHEET G1.02SEE SHEET G1.01 SEE SHEET G1.06 MAP KEY WETLAND BUFFER 960950 95 0 950 9 5 0 944M A I L E E E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C ACOHP OHP OHP OHP OHP XXX X XXXXXXXXXXXX X X X X X X X MAIL E E E CLVT CLVT CLVT CLVT E E 1 O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P WETLAND 8 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N G1.04 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:19pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHORELAND DISTRICT BOUNDARY WETLAND (TYP)SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) 960950 950 960 950 960950 95 0 944E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C X X X X X X X X 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 S0°03'25"E975.73S89°36'01"E 3385.21 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 N89°36'01"W 2210.00 N G1.05 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 4:24pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET G1.02 SEE SHEET G1.06MAP KEY WETLAND BUFFER (TYP)SEE SHEET G1.04WETLAND SETBACK (TYP) 950 950 960 950 958942 CLVT CLVT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXC CLVT SCONTROL 4 7 12 PROPANE TANK SS WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 S0°05'35"W1844.37N0°05'35"E1844.37N G1.06 EXISTING CONDITIONSMM/TA REH LHB LHBLAND SURVEYORMINNESOTA.LINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:19pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G101.dwgXrefs:, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XBRDTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) SEE SHEET G1.03SEE SHEET G1.05MAP KEY WETLAND BUFFER (TYP) WETLAND SETBACK (TYP) 4' ORANGE SNOWFENCE WITH POSTS 4' O.C. AT DRIPLINE OF OUTER MOST BRANCHES OR AS SHOWN ON TREE PROTECTION FOR GROUPS OF EXISTING TREES TO BE PRESERVED.DRIPLINEDRIPLINEELEVATIONPLAN TREE PROTECTION DETAIL - TYP M A I L M A I L PROPANE TANK SS ROCK FLAG WELL H>>>>>>>>>>>>>>>>>>>>XXXX X MAIL PROPANE TANK SSX lllllll>>>>> > > WETLAND10 WETLAND 9 WETLAND6 WETLAND8 WETLAND7 WETLAND5 WETLAND4 WETLAND3 WETLAND2 WETLAND1 WETLAND4 WETLAND4 WETLAND4 WETLAND11 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 1508 1514 1965 1967 3156 3208 3218 3340 3845 3860 3924 3937 3973 3998 4175 4187 4710 4931 5119 5257 5884 6475 6606 6609 6885 6901 6902 6955 7380 7533 7698 3501 3502 3541 3542 3564 3615 3619 3620 3621 3623 3626 3627 3628 3803 3826 3827 3828 3829 3830 3831 3832 3833 3834 3835 3836 3837 3838 3839 3840 3841 3842 38433844 3846 3847 3848 3849 3850 3851 3852 3853 38543855 38563857 3858 3859 3861 3862 38633864 3865 3866 38673868 38693870 3871 38723873 38743875 3876 3877 3878 3879 3880 3881 38823883 3884 3885 38863887 3888 3889 3890 3891 3892 38933894 3895 3896 3897 3898 3899 3900 3901 3902 3903 3904 3905 390639073908 3909391039113912 3913 3914 3915 3916 3917 39183919 3920 3921 3922 3923 39253926 3927 3928 3929 3930 3931 3932 3933 393439353936 39383939 3940 3941 3942 3943 3944 3945 3946 3947 3948 3949 3950 3951 39523953 3954 3955 39563957 3958 3959 3960 3961 3962 3963 3964 3965 3966 39673968 3969 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:39pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.00 OVERALL TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 150 300 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. 4' ORANGE SNOWFENCE WITH POSTS 4' O.C. AT DRIPLINE OF OUTER MOST BRANCHES OR AS SHOWN ON TREE PROTECTION FOR GROUPS OF EXISTING TREES TO BE PRESERVED.DRIPLINEDRIPLINEELEVATIONPLAN TREE PROTECTION DETAIL - TYP 12 11 10 8 9 756 6 2 3 OUTLOT G 5 4 4 5 7 1405 1406 1407 1411 1412 1413 1414 1415 1416 1417 1418 1419 142014211422 1423 1424 1425 1426 1427 1428 1429 1430 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1450 1451 1452 1453 1454 1455 1456 14571458 1460 1461 14621463 14641465 1466 1467 1468 1469 1470 1471 1472 1473 1475 1476 1477 1478 1479 1480 1481 1526 1530 1533 1534 1555 1559 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:43pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.01 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' 5061 5105 TREE TO REMAIN TREE TO BE REMOVED TREE ID NO. SEE SHEET G2.02 PHASE 3 PHASE 3 PHASE 3 MAP KEY 4' H. ORANGE SNOW FENCE FOR TREE PROTECTION. SEE DETAIL LEFT. WETLAND 3 14 12 10 11 13 8 9 1508 1514 3340 14821483 1484 1485 14861487 1488 1489 1490 14911492 1493 1494 1495 1496 1497 1498 1499 1500 1501 1502 1503 1504 1505 1506 1507 1509 1510 1511 1512 1513 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 15311532 153515361537 1538 1539 15401541 1542 1543 1544 1545 1547 1552 15531554 1578 1579 1580 1581 1586 1587 1588 15891590 1642 1646 1662 1663 1664 1665 1666 1667 1668 1669 1670 1671 1672 1726 1727 1729 1731 1732 1733 1734 1748 1749 1750 1751 1752 1753 1755 1757 1758 1759 1760 1761 1762 1763 1764 1765 1766 1767 1768 1769 1770 1771 1772 1773 1774 1775 1776 1779 1846 1857 1858 1859 1860 2728 2729 2730 2731 2732 2733 2734 2735 2736 2737 2739 2740 2741 2742 2743 2744 2745 2746 2747 2748 2749 2750 2751 2752 2753 2754 2755 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765 2766 2767 2768 2769 2770 2771 2772 2773 2774 2775 2776 2777 2778 2779 2780 2781 2782 2783 2784 2785 2786 2787 2788 2789 2790 2791 27922793 2794 2795 2796 2797 2798 2799 2800 2801 2802 2803 2804 2805 28062807 2809 2810 2811 2812 2814 2815 2816 2818 2820 2821 2822 28232824 2825 2826 2827 2828 2829 2830 2831 2832 2833 2834 2835 2836 2837 2838 2839 2840 2841 2842 2843 2844 2845 2846 2847 2848 2849 2850 2851 2852 2853 2854 2855 2856 2857 2858 2859 2860 2861 2862 2863 2864 2865 2866 2867 2868 2869 2870 2871 2872 2873 2874 2875 2876 2877 2878 2879 2880 2881 2882 2883 2884 2885 2886 2887 2888 2889 2890 2891 2892 2893 2894 2895 2896 2897 2898 28992900 2901 29022903 2904 2905 2956 2957 2959 2960 2961 2962 2964 2965 2977 2978 2979 2980 2981 2982 2983 2984 2985 2986 29872988 2989 2990 2991 2992 2993 2994 2995 2996 2997 2998 2999 3000 3001 3002 3003 3004 3005 3006 3007 3008 3009 3010 3011 3012 3013 3014 3015 3016 3017 3018 3019 3020 3021 3022 3023 3024 3025 3026 3027 30283029 3030 3064 3065 3071 3072 3073 3076 3077 3078 3079 3080 3249 3251 3252 32533254 3255 3256 3257 3258 3259 32603261 3262 3263 3264 3265 3269 3271 3276 3277 3278 3279 3280 3322 3323 3324 3326 3327 3328 3329 3330 3331 333233333334 3335 3336 3337 3338 33393341 3342 3344 3345 3351 3352 3353 3354 3355 3356 3357 3358 3359 3360 3361 3362 3363 1793 1832 1841 2937 2976 3042 3299 3319 3681 2723 2724 2725 2726 2727 2738 2808 2813 2817 2819 2906 2907 2908 2909 2910 2911 2912 29132914 2915 2916 2917 2918 29192920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 29342935 2936 2938 29392940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 2954 2955 2958 2963 2966 2967 29682969 2970 2971 2972 2973 2974 2975 3031 3032 3033 3034 3035 3036 3037 3038303930403041 30433044 3045 3046 3047 3048 3049 3050 3051 3052 3053 30663068 3070 3074 3075 3081 3246 32473248 3266 3267 3268 3270 32723273 3274 3275 3281 3282 3283 3284 3285 3286 3287 3288 3289 3290 3291 3292 3293 3294 3295 3296 3297 3298 3300 3301 3302 33033304 3305 3306 3307 3308 3309 3310 33113312 3313 3314 3315 3316 3317 3318 3320 3321 3343 3346 3347 3348 3349 3350 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3685 3686 3687 3688 3689 3690 3691 3692 3693 36943695 36963697 3698 3699 3700 3701 3702 3703 3704 37053706 3707 3708 3709 3710 3711 3712 37133714 3715 3716 3717 3718 3719 3720 3721 3722 3723 3724 1697 1698 1699 1700 1701 1546 1548 1549 1550 1551 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1572 1573 1574 1575 1577 1585 1623 1626 1627 1628 1629 1630 1631 1632 1633 1634 16351636 1637 1638 1640 1643 1644 1645 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1702 1703 1704 1705 1706 1707 1713 1714 1715 17161717 1718 1719 1720 1721 1722 1723 1724 1725 1728 1730 17351736 1737 1738 1739 1740 1741 1742 1743 1744 1745 1746 1747 1754 1756 17771778 1780 1781 1782 1783 1784 1785 1786 1787 1788 1789 1790 1791 1792 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 1804 1805 1806 1807 1808 1809 1708 1709 1710 1711 1712 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 18201821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1833 1834 1835 1836 1837 1838 18391840 1842 1843 1844 1845 1847 1848 18491850 1851 18521853 1854 1855 1856 79TH AVESHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:44pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.02 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' SEE SHEET G2.03 SEE SHEET G2.01 PHASE 3 PHASE 3 MAP KEY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 4 17 18 19 2 3 4 5 15 14 16 6 7 OUTLOT H OUTLOT J OUTLOT F 3156 3208 3218 3845 3924 3937 3973 3998 3501 3502 3541 3542 3564 3615 3619 3620 3621 3623 3626 3627 3628 3843 3846 3847 3848 3849 3850 3865 3866 38673868 38693870 3871 3872 3873 3874 3875 3876 3877 3878 3879 3880 3881 38823883 3884 3885 3886 3887 3888 3889 3890 3891 3892 3893 3894 3895 3896 3897 3898 3899 3900 3901 3902 3903 3904 3905 390639073908 3909 3910 3911 3912 3913 3914 3915 3916 3917 3918 3919 3920 3921 3922 3923 3925 3926 3927 3928 3929 3930 3931 3932 3933 393439353936 3938 3939 3940 3941 3942 3943 3944 3945 3947 3948 3949 3950 3951 3952 3953 3954 3955 39563957 3958 3959 3960 3961 3962 3963 3964 3965 3966 39673968 3969 3970 3971 3972 3974 39753976 3977 3978 3979 3980 3981 3982 3983 3984 3985 3986 3987 3988 3989 3990 3991 39923993 3994 3995 3996 3997 3999 4000 4001 4002 4003 4004 4005 4006 40074008 4009 4010 4011 40124013 4014 4015 4016 4017 4018 4019 40204021 4022 4023 4024 40254026 4027 4028 4029 4030 4031 4032 4033 4034 4035 4036 4037 4038 40394040 4041 4042 4043 4052 40534054 4055 4056 4057 4058 4059 4060 4061 4062 2650 2651 2652 2653 2654 2655 2656 2657 2658 2659 2660 2661 2662 266326642665 2666 2667 2668 26692670 2671 2672 2673 2674 2675 2676 2677 2678 2679 2680 2681 2682 2683 2684 2685 2686 2687 2688 2689 2690 2691 2692 2693 2694 2695 2696 2697 2698 2699 27002701 2702 2703 2704 2705 2712 2716 2717 2718 2719 2720 2993 2994 2995 2996 2997 2998 2999 3000 3001 3002 3003 3004 3005 3006 3008 3009 3010 3011 3012 3013 3014 3063 3064 3065 3072 3096 3097 3098 3099 3100 3101 3102 3103 3104 3105 3106 3107 31083109 3110 3111 3112 3113 3114 3115 3116 3117 3118 3119 3120 3121 3122 3123 3124 3125 3126 3127 3128 3129 3130 3131 3132 3133 3134 3135 3136 3137 3138 3139 3140 3141 3142 3143 3144 3145 31463147 3148 3149 3150 3151 3152 3153 31543155 3157 3158 3159 3160 3161 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36103611 3612 3613 3614 3616 3617 36183622 36243625 3629 3630 3631 3632 3633 3634 3635 3636 36373638 3639 3640 3641 3642 3643 3644 3645 3646 3647 3648 3649 3650 36523653 3654 3655 3656 3657 3658 3659 3660 36623663 366436653666 3667 3668 3669 3670 3671 3672 36733674 3675 3676 36773678 3679 3680 3682 3683 3684 3700 3701 3702 3703 3704 3712 3723 3724 3725 3726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 3738 3739 3740 3741 3742 37433744 3745 3746 3747 3748 3749 3750 3751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 37803781 3782 3783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3797 3798 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 4063 4064 4065 4066 4067 1591 1592 1593 1594 1595 15961597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 16241625 1626 1627 1628 1629 79TH AVE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:36pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.03 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' SEE SHEET G2.04 SEE SHEET G2.02 PHASE 3 PHASE 3 MAP KEY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 4 21 20 23 22 2 1 3845 3860 4175 4187 3803 3826 3827 3828 3829 3830 3831 3832 3833 3834 3835 3836 3837 3838 3839 3840 3841 3842 38433844 3846 3847 3848 3849 3850 3851 3852 3853 38543855 38563857 3858 3859 3861 3862 38633864 38723874 3875 3876 3877 3878 3879 3880 3881 38823883 3884 3885 3886 3887 3888 3889 3946 4042 4043 4044 4045 4046 40474048 4049 4050 4051 4052 40534054 4055 4056 4061 4081 4082 4108 4112 4113 4114 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4137 4138 4139 4140 4141 4142 4143 4144 4145 4146 4147 4148 4149 4150 4151 4152 4153 4154 4155 4156 4157 4158 4159 4160 4161 4162 4163 4164 4165 4166 4167 4168 4169 4170 4171 4172 4173 4174 4176 4177 4178 4179 4180 4181 4182 41834184 4185 4186 4188 4189 4190 4191 4192 4193 4194 4195 4196 4197 4198 4199 4200 4201 4202 4203 420442054206 4207 4208 4209 4210 4211 4212 4213421442154216 4217 4218 42194220 4221 4222 4223 4224 4225 4226 4227 42284229 4230 4231 4232 4233 4234 4237 4238 4239 4240 4241 4242 42434244 4245 4246 4247 4248 4249 42504251 4252 4253 4254 4255 4256 4257 4258 4259 4260 4261 4262 4263 4264 4265 4266 4267 4268 4269 4270 4271 4272 4273 4274 4275 4276 4277 4278 4279 4280 4281 4282 4283 4284 4285 4286 4287 4288 4289 4290 4291 4292 4293 4295 4296 4297 4298 4299 4310 4311 4312 4313 4314 4315 4316 4317 4318 4319 4320 4321 4322 4323 4324 43254326 4327 4328 4329 4330 4331 4332 4333 4334 4335 4336 4337433843394340 4341 4342 4343 4344 4345 4346 4347 4348 4349 4350 4351 4352 4353 4354 4361 4536 45374538 4539 4540 4541 4542 4543 4544 4545 4595 4596 4600 4601 4602 4606 4607 4608 4609 4613 4660 4661 4662 4663 4664 4665 4666 4667 4668 4669 4670 4671 4672 4673 4674 4675 4676 4677 4678 4679 4680 4681 1869 1870 1871 2414 2415 2416 2417 2419 24202421 2422 2423 2424 2425 24262427 2428 2429 2430 2431 2432 2433 2434 2435 2436 2437 2438 2439 2440 2441 2442 2443 2446 2447 2448 2449 2450 2451 2452 2453 2454 2455 2456 2457 2458 2459 2460 2461 2462 2463 2464 2465 2466 2467 2468 2469 2470 2471 2472 2473 2474 2475 2476 2477 2478 2479 2480 2481 2483 2484 2485 2486 2487 2488 24892490 2491 24922493 2494 2495 2496 2497 2498 2499 2500 2501 2502 2503 2504 2505 25062507 2508 2509 2510 2511 2512 2513 2514 25152516 2517 2518 2519 2520 2521 2522 2523 2524 2525 2526 2527 2528 2529 2530 2531 2532 2533 2534 2535 2536 2537 2538 2539 2540 2541 2542 2543 2544 2545 25462547 2548 2549 2550 2551 2552 25532554 2555 2556 2557 2558 2559 2560 2561 2562 2563 2564 25652566 2567 2568 25692570 2571 2572 2573 2574 2575 2576 2577 2578 2579 2580 2581 2582 2583 2584 2585 2586 2587 2588 2589 2590 2591 2592 2593 2594 2595 2596 2597 2598 2599 2600 2601 2602 2603 2604 2605 2606 2607 26082609 2610 2611 2612 2613 2614 2615 2616 2617 2618 2619 26202621 2622 2623 2624 2625 2626 2627 2628 2629 2630 2631 2632 2633 2634 2635 2636 2637 2638 2639 2640 2641 2642 2643 2644 2645 2646 2647 2648 2649 2650 2651 2652 2654 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2712 2713 2714 2715 2716 2717 2718 2719 3809 4092 4491 46404641 2444 2445 2482 3799 3800 3801 3802 38043805 3806 3807 3808 3810 3811 3812 3813 3814 3815 3816 3817 3818 3819 3820 3821 3822 3823 3824 3825 4068 4069 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4083 4084 4085 4086 4087 4088 4089 4090409140934094 4095 4096 4097 4098 4099 4100 4101 4102 4103 41044105 4106 4107 41094110 4111 4235 4236 4355 4356 4360 44304431 4434 44354463 4464 4465 446644674468 4469 447044714472 4473 4474 4475 4476 44774478 4479 4480 4481 4482 4483 4484 4485 44864487 4488 4489 4490 44924493 4494 4495 44964497 44984499 4500 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 4511 4512 4513 4514 4515 451645174518 4519 4520 4521 4522 4523 45244525 4526 4527 4528 4529 4530 4531 4532 4533 4534 4535 45464547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 4561 4562 4563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 4578 4579 4580 4581 4582 4583 4584 4585 4586 4587 4588 4589 4590 4591 4592 4593 45944597 4598 4599 4603 4604 4605 4610 4611 4612 4614 4615 4616 4617 4618 4619 4620 4621 4622 4623 4624 4625 4626 4627 4628 4629 4630 4631 4632 4633 4634 4635 4636 4637 4638 4639 46424643 4644 4645 4646 4647 4648 4649 4650 4651 4652 4653 4654 4655 4656 4657 4658 46594682 4683 4684 4685 4686 4687 4688 4689 46904691 4692 4693 4694 4695 4696 4697 4698 46994700 4701 4702 4703 4704 4705 4706 4707 4708 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:44pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.04 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40' SEE SHEET G2.04 SEE SHEET G2.03 PHASE 3 PHASE 3 MAP KEY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WETLAND 4 10 12 11 1965 1967 4710 4289 4290 4291 4293 4295 4296 4297 4298 4299 4300 4304 4305 4306 4307 4308 4309 4310 43114336 4337433843394340 4354 4361 4365 4366 4367 4368 4369 4370 4709 4711 4712 4713 4714 4715 4716 4717 4718 4719 4720 4721 4722 4723 4724 4725 4726 4727 4728 4729 4730 4731 4732 4733 4734 4735 47364737 4738 4739 4740 4741 4742 4743 4744 4745 4746 4747 4748 4749 4750 4751 4752 4753 4754 4755 4756 4757 4758 4759 4760 4761 4762 4763 4764 4765 4766 47674768 4769 4770 47714772 4773 4774 4778 4779 4780 4781 4782 4783 4784 4865 4866 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1881 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1922 1923 1924 1925 1926 1927 1928 1929 1930 1931 1932 1933 1934 1935 1936 1937 1938 1939 1940 1941 1942 1943 1944 1945 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958 1959 1960 1961 1962 1963 1964 1966 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 2001 2002 2003 2008 2010 2011 2012 2013 20142015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2028 2033 2046 2047 2048 2049 2050 2056 2057 2091 2092 2097 2136 2137 2138 2170 2171 2181 2182 2187 2192 2207 2208 2209 23192320 23232325 2326 2327 2328 2329 2330 2331 2340 2341 2344 23452346 2350 2362 2388 2389 2390 2391 2392 2394 2395 2397 2412 2414 2415 2416 2417 2418 2045 2074 21322133 2372 4440 44414442 2111 2112 2114 2115 2116 2117 2118 2119 2120 2121 2122 2123 2124 2125 2126 2127 2128 2129 2130 2131 2134 2135 2139 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154 2155 21562157 2158 2159 2160 2161 2162 21632164 2165 2166 2167 2168 2169 2172 2173 2174 2175 2176 2177 2178 2179 2180 2183 2184 2185 2186 2188 2189 2190 2191 2193 2194 2195 2196 2197 2198 2199 2200 2201 2202 2203 2204 2205 2206 2210 22112212 2213 2214 2215 2216 2217 2218 2219 222022212222 2223 2224 2225 2226 2227 2228 2229 2230 2231 2232 22332234 2235 2236 2237 2238 2239 2240 2241 2242 2243 2244 2245 2246 22472248 2249 2250 2251 2252 2253 2254 2255 2256 2257 2258 2259 2260 2262 2263 2264 2265 2266 2267 2268 2269 2270 2271 2272 2273 22742275 2276 2277 2278 2279 2280 2281 2282 2283 2284 2285 2286 2287 22882289 2290 2291 2292 2293 2294 2295 2296 2297 2298 2299 2300 2301 2302 2303 2304 2305 2306 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2321 2322 2324 2332 2333 2334 2335 2336 2337 2338 2339 2342 2343 2347 2348 2349 2351 2352 2353 2354 2355 2356 2357 2358 2359 2360 2361 2363 2364 2365 2366 2367 2368 2369 2370 2371 2373 2374 2375 23762377 2378 2379 2380 2381 2382 2383 2384 2385 2386 2387 2393 2396 2398 2399 2400 2401 2402 2403 2404 2405 24062407 2408 2409 2410 2411 24134294 4301 4302 4303 4355 4356 4357 4358 4359 4360 4362 4363 4364 4371 4372 4373 4374 4375 4376 4377 4378 4379 4380 4381 4382 4383 4384 4385 4386 4387 4388 4389 4390 4391 4392 4393 4394 4395 4396 4397 4398 4399 4400 4401 44024403 4404 4405 4406 4407 4408 4409 4410 4411 4412 4413 4414 44154416 4417 4418 4419 4420 4421 44224423 4424 4425 4426 4427 4428 4429 44304431 4432 4433 4434 4435 4436 4437 44384439 4443 4444 4445 44464447 44484449 4450 4451 4452 4453 4454 4455 4456 4457 445844594460 4461 4462 4463 4464 4465 446644674468 4481 4482 4483 4484 4569 4570 4571 4572 4573 4574 4576 1978 1979 1980 1981 1982 1983 1984 1986 1987 1988 1989 1990 1991 1992 1993 1994 19951996 1997 1998 1999 2000 2004 2005 20062007 2009 2026 2027 2029 2030 2031 2032 2034 2035 2036 2037 2038 2039 2040 2041 20422043 2044 2051 2052 2053 2054 2055 2058 2059 2060 2061 2062 2063 2064 2065 2066 2067 2068 2069 2070 2071 2072 2073 2075 20762077 2078 2079 2080 2081 2082 2083 2084 2085 2086 2087 2088 2089 2090 2093 2094 2095 2096 2098 2099 2100 2101 2102 2103 2104 2105 2106 2107 21082109 2110 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:45pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.05 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40'SEE SHEET G2.06SEE SHEET G2.04 PHASE 2 PHASE 2 PHASE 3 PHASE 3 MAP KEY WETLAND 11 3 4 5 6 7 8 9 9 10 11 8 7 6 7 4931 5119 5257 5884 4737 4738 4739 4740 4741 4742 4743 4744 4745 4746 4747 4748 4749 4750 4756 4757 4758 4759 4760 4761 4762 4763 4764 4765 4766 47674768 4769 4770 47714772 4773 4774 4775 4776 4777 4778 4779 4780 4781 4782 4783 47844785 4786 4787 4788 4789 4790 4791 4792 4793 4794 4795 47964797 47984799 4800 4801 4802 4803 48044805 4806 4807 4808 4809 4810 4811 4812 48134814 48164817 4818 4819 4820 4821 4822 4823 4824 48254826 4827 4828 4829 4830 4831 4832 4833 4834 4835 4836 4837 4839 4840 4841 4843 4846 4847 4849 4854 4861 4863 4864 4865 4866 4867 4868 4869 4870 4871 4872 4873 4874 4875 4876 4877 4878 4879 4880 4881 4882 4883 4884 4885 4886 4887 4888 4889 4890 4891 4892 4893 4894 4895 4896 4897 4898 4899 4900 4901 4902 4903 4904 4905 4906 4907 49084909 4910 4911 4912 4913 4914 4915 4916 4917 4918 4919 49204921 4922 4923 4924 4925 4926 4927 4928 4929 4930 493249334934 4935 49364937 4938 4939 4940 4941 4942 4943 4944 4945 4946 4947 4948 4949 4950 4951 5060 5062 5073 5074 5076 50775078 5079 50805081 5082 5083 5084 5086 5087 5088 5090 5095 5097 5098 5099 5100 5101 5102 5103 5104 5105 5106 5107 5108 5109 5110 5111 5112 5113 5114 5115 5116 5117 5118 5120 5121 5124 51255129 5131 5132 5133 5134 5135 5136 5137 5138 5139 5140 5141 5142 5143 5144 5145 5146 5147 5148 5150 5151 5152 5153 5154 5155 51565159 5165 5166 5167 5168 5169 5170 5171 51725173 5174 5175 5176 5177 5178 5179 5180 5181 5182 51835184 5185 5186 5187 5188 5189 5190 5191 5192 5193 5194 5195 5196 5197 5198 5199 5200 5201 5202 5203 5204 52055206 5207 5208 5209 5210 5211 5212 5213 5214 5215 5216 5217 5218 5219 5220 5221 5222 5223 5224 5225 5226 5227 5228 5229 5230 5231 52325233 5234 5235 5236 5237 5238 5239 5240 5241 5242 5243 5245 5247 5248 5249 5250 5251 5252 5253 5254 5255 5256 5258 5259 5260 5261 5262 5263 5265 5268 5720 5721 5722 5723 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5739 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 57705771 5772 5773 5774 5775 5776 5777 5811 5812 5819 5820 5821 5822 5823 5824 5825 5826 5827 5828 5829 5830 5831 5832 5833 5834 5835 5836 5837 5838 5839 5840 5841 5842 58435844 5845 5846 5847 5848 5849 5850 5851 5852 5853 5854 5855 5856 5857 5858 5859 5860 5861 5862 5863 5864 5865 5866 5867 5868 5869 5870 5871 5872 5873 5874 5875 5876 5877 5878 5879 5880 5881 5882 5883 5885 5886 5887 5888 5889 5890 5891 5892 5893 5894 5920 5921 5926 5930 1865 1869 5037 5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5061 5063 5064 50665067 5069 5070 5071 5072 5075 5089 5091 5092 5093 5096 5244 5246 5264 5266 5267 5269 5270 5271 52725273 5274 5275 5276 5277 5278 5279 5280 5281 5282 5283 5284 5285 5286 5287 5290 5740 5741 5742 5743 5744 5745 5746 5747 5748 5749 5750 5751 5752 5753 5754 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 57905791 5792 5793 5794 5795 5796 5797 5798 5799 5800 5801 5802 5803 5804 5805 5806 5807 5808 5809 5810 5813 5814 5815 5816 5817 5818 5931 5932 5933 5934 59355936 5937 5938 5939 5940 5941 5942 59435944 5945 5946 48484850 4851 4853 4856 4857 4859 4860 4862 4952 4953 4954 4955 4956 4957 4958 4959 4960 4961 4962 4963 4964 4965 4966 4967 4968 4969 49704971 4972 4973 4974 4975 4976 4977 4978 49794980 4981 4982 4983 4984 4985 4986 4987 4988 4989 4990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 80TH AVESHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:45pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.06 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET G2.07SEE SHEET G2.05PHASE 3 PHASE 2 PHASE 3 PHASE 3 PHASE 3 PHASE 2 MAP KEY WETLAND 10 WETLAND 11 OUTLOT F 12 1110 9 OUTLOT G 5884 7380 7533 7698 5291 5292 5293 52945295 5296 5297 5298 5299 5300 5301 5302 5303 5304 5305 5306 5307 5308 5309 5310 5311 5312 5313 5314 5315 5316 5318 5319 5320 5321 5322 5323 5324 5326 5327 5328 5329 53305331 5333 53345335 5338 5421 5434 5435 5436 5503 5507 5595 5599 5607 5608 5609 5610 5611 5612 5618 5636 5697 5699 5700 5701 5702 5703 5704 5705 5706 5707 5708 5709 5710 5711 5712 5713 5714 5715 5719 5720 5721 5722 5723 5724 5725 5726 5727 5728 5729 57305731 5732 5733 5734 5735 5736 5737 5738 5739 5769 5771 5858 5859 5860 5862 5863 5864 5865 5866 5867 5868 5869 5870 5871 5885 5886 5887 5888 5889 5890 5891 5892 5893 5894 5909 5920 5921 5923 5924 5925 5926 5927 5928 5929 5930 5954 5955 5959 5960 5967 59695970 6460 6461 6463 6464 6465 6466 6467 6470 6471 6545 6551 6552 6553 6554 6555 6556 6557 6558 65796580 6581 6582 6583 6584 6585 6997 6998 6999 7000 7001 7002 7003 7004 7005 7006 70077008 7009 7010 7011 7012 7013 70147015 7016 7017 7018 7019 7020 7021 7022 7023 7024 7025 7026 7027 7028 7029 7030 7031 7032 7033 7034 7035 7036 7037 7038 7089 7090 71027103 7104 7105 7106 7108 7125 7128 7129 7130 7131 7132 7153 7154 7155 7156 7157 7158 71597160 7161 7162 7163 7164 7165 7166 7167 7168 7169 7170 71717172 7173 7184 72447245 7333 7335 7336 7337 7339 7340 7341 7342 7343 73457346 7347 7348 7352 7359 7360 7361 73627363 7364 7365 7366 7367 7368 7369 7370 7371 7372 7373 7374 7375 7376 737773787379 7381 7382 7383 7384 7385 738673877388 7389 7390 7391 7392 7393 7394 7395 7396 7397 7398 7399 7400 7401 74027403 7404 7405 74067407 7408 74097410 7411 7412 7413 7414 7415 7416 7417 7418 7419 7420 7421 7422 7423 7424 7425 7426 7427 7428 7429 7430 7431 7432 7433 7434 7435 7436 7437 7438 7439 7440 7441 7442 74437444 7445 7446 7447 7448 7449 7452 7453 7455 7456 7457 7458 7459 7460 7461 7462 7463 74647465 7466 7467 7468 7469 7470 7471 7473 7474 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5449 5450 5451 5452 54535454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5468 5469 5470 5471 5472 5473 54745475 5476 5477 5478 5479 5480 5481 5482 5483 5484 5485 5486 5487 5488 5489 549054915492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5504 5505 5506 5508 5509 5510 5511 5512 5513 5514 5515 5516 5517 5519 5520 5521 5523 5524 5525 5526 5527 5528 5529 5530 5531 55325533 5534 5535 5536 5537 5538 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5585 5586 5587 5588 5589 5590 5591 5592 5593 5594 5597 5598 5600 5601 5602 5603 5604 5605 5606 5613 5614 5615 5616 5617 5619 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 56325633 5634 5635 56375638 5639 5640 5641 5642 5643 56445645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 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7677 7678 7679 7680 7681 7682 7683 7684 7685 7686 7687 7688 7692 7694 7695 7703 7704 7705 77067707 7708 7709 7710 7711 7712 7713 7714 7715 7716 7717 7718 7719 7720 7721 7722 7723 7724 7725 7726 7727 77287730 7731 7732 7733 77347735 7736 7737 7738 7739 77407741 7742 7743 7744 7745 7746 7747 7748 7749 7750 7751 7752 7753 7755 77567757 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:45pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.07 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40'SEE SHEET G2.08SEE SHEET G2.06PHASE 3 PHASE 3 MAP KEY X X X X X X X X X X X X X X X X X X X X X WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 5 6 7 8 9 10 11 12 13 14 1 6475 6606 6609 6885 6955 6057 6059 6060 6061 6062 6064 6065 6066 6067 6068 6069 6074 607760786079 6080 6081 6082 6083 6084 6085 6086 6087 6088 6089 60906091 6092 6093 6094 6095 6096 6097 6098 6099 6100 6101 6102 6103 6104 6105 61066107 6108 610961106111 6112 6113 6114 6115 6116 6117 6118 6119 61206121 61226123 6124 6125 6126 6127 61286129 6130 6131 6132 6133 6134 6135 6136 6137 6138 6139 6140 6141 61426143 61446145 6146 6147 6148 6149 6150 6151 6152 6153 6154 6155 61566157 6158 6159 6160 6161 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6178 6179 6180 6181 6182 6183 6184 61856186 6187 6188 6189 6190 6191 6192 6193 6194 6195 6196 6197 6198 6199 6200 6201 6202 6203 6204 6205 6206 6207 6208 6209 6210 6211 6212 6213 6214 6215 6216 6217 6218 621962206221 6222 6223 6224 6225 6226 6227 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6956 6957 6958 6959 6960 6961 6962 6963 6964 6965 6966 6967 69686969 6970 6971 6972 6973 6974 6975 6976 6977 6978 6979 6980 6981 6982 6983 6984 6985 6986 6987 6988 6989 6990 6991 6992 6993 6994 69956996 7396 7397 7398 7399 7400 7401 74027403 7404 7405 74067407 7408 74097410 7411 7412 7413 7414 7415 7416 7417 7418 7419 7420 7421 7422 7423 7433 7434 7435 7436 7438 7439 7440 7441 7442 74437444 7445 7446 7777 7778 7779 7780 7781 7782 6055 6070 6395 6044 6045 6046 6047 6048 6049 6050 6051 6052 6053 6054 6056 6058 6063 60716072 6073 6075 6076 6230 6306 63616362 6363 6364 6367 6368 6369 6375 6376 6377 6379 6380 6381 6384 6387 6389 6390 6391 6392 6393 6394 63966397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 64086409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6456 6457 6459 6462 6500 6501 6502 7769 7770 7771 7772 7773 7774 7775 7776 7784 7785 7786 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:46pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970G201.dwgXrefs:, 193804970XSXT, 193804970BRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT G2.08 TREE INVENTORY ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 20' 40'SEE SHEET G2.07PHASE 3 PHASE 3 PHASE 3 MAP KEY WETLAND 2 WETLAND 1 M E E E E E E E CC C 32361969.72BL PDTECCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 7 8 T H P L A C E 78TH PLACEC O U N T Y R O A D 1 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 5 6 1 12 8 11 10 7 6 15 21 17 18 19 20 13 16 14 15 16 14 10 12 11 10 11 9 13 9 8 OUTLOT E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:48pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.01 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK FUTURE C.R. 10 REALIGNMENT TO BE DESIGNED BY OTHERS SEE SHEET C1.02 PHASE 1 PHASE 2 SEE SHEET C1.02 MAP KEY -2.50%-2.50%2.00% 6" CONCRETE SIDEWALK 6" CL 5 AGGREGATE BASE 1'5'5'14'14'11' 25'25' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 50' ROWA 4.00%4.00% -2.50%-2.50% 2.00% 1.00'10'5'14'14'16' 30'30' C/L PROFILE R/WR/W C/L SURMOUNTABLE CURB AND GUTTER. SEE DETAIL STR-5/C8.05 6" TOPSOIL & SOD 6" TOPSOIL & SOD 6" TOPSOIL & SOD (2' WIDE) SEED REMAINING DISTURBED AREAS INSET A TYPICAL SECTION - 60' ROWB 4.00%4.00% 3" BITUMINOUS MIX SPWEA240B 6" CL 5 AGGREGATE BASE EAS. 1.5" TYPE SPWEA240B 2" TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 12" SELECT GRANULAR GEOTEXTILE FABRIC (NON-WOVEN) INSET A CR 10 RIGHT TURN LANE IMPROVEMENTS BY OTHERS INSTALL TEMPORARY TURNAROUND FOR PHASE 1 CONSTRUCTION PER CITY STANDARD DETAIL STR-26 STREET LIGHT (TYP) MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. PHASE 1 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P WALNUT LAN E X Y L O I D A V E 7 8 T H P L A C E79TH AVE 79TH P L A C E 79TH PL A C E 79TH AV E 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 R1-1 (30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)(30x30)R1-1(30x30)4 3 5 2 4 7 3 1 2 1 1 1 2 3 1 2 3 4 5 6 7 8 9 10 12 11 9 8 10 7 5 6 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 OUTLOT A OUTLOT I OUTLOT D 12 10 11 9 1 3 4 6 5 9 8 7 2 3 4 2 1 6 7 8 5 2 1 3 10 1 2 3 4 65 11 3 987 6 5 4 2 4 2 1 OUTLOT C OUTLOT B SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:48pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.02 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 5' WIDE SIDEWALK 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK 5' WIDE SIDEWALK STREET LIGHT (TYP)60' ROW28'2 8 ' 5 0 ' R OW28'50' ROW 50' ROW28'2 8 ' 5 0 ' R OW 10' WIDE TRAIL 8 0 ' R O W SEE SHEET C1.04 SEE SHEET C1.03SEE SHEET C1.01 60' ROW PHASE 1 PHASE 3 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY 1 6 ' 2 4 '28' CR 10 LEFT TURN LANE IMPROVEMENTS BY OTHERS INSTALL TEMPORARY TURNAROUND FOR PHASE 1 CONSTRUCTION PER CITY STANDARD DETAIL STR-26 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. B618 CURB & GUTTER ON ENTRANCE ROAD MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F MWALNUT LANE7 8 T H P L A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE7 8 T H P L A C E 78TH PLACEBRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60R1-1(30x30)R1-1(30x30)R1-1(30x30)R1-1(30x30)5 8 9 7 3 5 1 2 2 1 2 3 8 9 10 3 5 4 2 1 5 6 3 4 2 6 12 11 1 2 3 10 8 9756 10 11 13 17 15 14 16 12 5 12 11 15 OUTLOT G OUTLOT H 14 10 12 11 12 10 11 9 13 4 6 5 9 8 7 3 4 2 1 6 7 8 5 8 7 9 6 5 4 2 1 3 65 11 4 1 4 3 4 5 7 8 9 OUTLOT C OUTLOT E OUTLOT J SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:49pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.03 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C2.055' WIDE SIDEWALK28'50' ROW28'60' ROW5' WIDE SIDEWALK STREET LIGHT 5' WIDE SIDEWALK 10' WIDE TRAIL 10' WIDE TRAIL5' WIDE SIDEWALK STREET LIGHT (TYP) 28 ' 50 ' R O W 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK WETLAND BUFFER MONUMENT SIGN SEE SHEET C1.02SEE SHEET C1.01 SEE SHEET C1.05 PHASE 1 PHASE 3 PHASE 1 PHASE 3 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. PHASE 2 PHASE 1 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WAL N U T L A N E XYLOID AVEWALNUT LA N E XYLOID AVE79TH P L A C E 79TH PL A C E THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 R1-1(30x30)R1-1(30x30)R1-1(30x30)1 3 1 4 17 18 1 15 16 3 2 4 14 5 7 8 13 6 12 11 9 10 6 2 5 7 6 1 2 3 4 11 10 9 8 12 16 151413 9 6 8 10 5 73 4 5 2 1 OUTLOT F 2 3 1211 3 2 1 4 18 19 17 14 138 7 5 4 3 1 15 9 121110 OUTLOT K SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:50pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.04 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP) 2 8 ' 5 0 ' ROW WETLAND BUFFER MONUMENT SIGN (TYP.) 5' WIDE SIDEWALK 28' 50' ROW 8' WIDE TRAIL 8' WIDE TRAIL 5' WIDE SIDEWALK 28'50' ROW5' WIDE SIDEWALK SEE SHEET C1.05SEE SHEET C1.02 PHASE 2 PHASE 3 PHASE 3 PHASE 3 MAP KEY 8' WIDE TRAIL MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 XXXXXXXXXXXXXXXXXXXC SCONTROL 4 7 12 PROPANE TANK SS WALNUTLANE79TH PLACE 79TH AVE80THAVE80THAVEVIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 R1-1(30x30)6 7 6 7 5 4 16 9 7 9 8 10 12 11 8 4 7 6 5 1 2 3 5 6 4 2 3 17 18 19 21 20 23 22 2 3 4 5 1 12 3 2 1 4 18 19 17 14 13 15 12 7 6 5 4 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:53pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C1.05 SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28' 5 0' R O W 5' WIDE SIDEWALK 10' WIDE TRAIL 12' WIDE TRAIL 10' WIDE TRAIL 12' WIDE TRAIL 28' 50'ROW STREET LIGHT 5' WIDE SIDEWALK STREET LIGHT (TYP)28'ROAD(TYP.)50'ROW(TYP.)SEE SHEET C1.04 SEE SHEET C1.03 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 3 PHASE 3PHASE 3 MAP KEY WETLAND BUFFER MONUMENT SIGN LIFT STATION MOUNTABLE CURB PER CITY DETAIL STR-01. TYP ALL STREETS. 25' RADIUS WITH B618 CURB & GUTTER AND TRANSITION PER CITY DETAIL STR-02. TYP ALL INTERSECTION RADIUS. PHASE 1 1 3 5 8 9 2 4 6 7 ME E E E E E E E E E E E E E PROPANE TANK SS ROCK FLAG WELL E ECE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E S CC CCCCCCH CC E E TOC 969.93 INV 960.21 E FO-C FO-C FO-C FO-C FO-C F O -C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C F O -C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGN UNDERGROUNDGAS MAIN SIGNXXXXXXXMAILE E E CLVT CLVT E E C XXXXXXXXXXXXXXE E SCONTROL CLVT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PROPANE TANK SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFMlllllllllll>>>>>>>> > > POND 4 NWL 940.0 HWL 943.29 POND 6 NWL 942.0 HWL 943.19 POND 10 NWL 942.0 HWL 943.33 POND 5 NWL 942.0 HWL 945.70 POND 12 NWL 940.0 HWL 942.38 POND 11 NWL 943.0 HWL 946.30 EX. WETLAND NWL 940.0 HWL 941.74 EX. WETLAND NWL 940.0 HWL 941.74 BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 VIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 GREGORY R EBERT 20604 COUNTY RD #10 CORCORAN MN 55340 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 JUDITH A SHOULAK JAMES E SHOULAK 20439 CO RD NO 10 HAMEL MN 55340 SCHOOL DIST NO 883 BUSINESS MANAGER ROCKFORD MN 55373 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 5534010-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 TONY M BARDEN 7909 CO RD NO 116 HAMEL MN 55340 FORSBERG PROPERTIES LLC 20175 CO RD NO 50 HAMEL MN 55340 HEIDI ANN SHAWD 20137 CO RD NO 50 HAMEL MN 55340 KATHLEEN ROEHL 5580 KALLAND AVE NE #11 ALBERTVILLE MN 55301 SCOTT & MARIE TREPTAU 20045 CO RD 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 HAMEL MN 55340 SCOTT TREPTAU 5479 DARROW AVE N E BUFFALO MN 55313 FRANK WALDRON/DIANE BENSON 7000 83RD AVE N BROOKLYN CENTER MN 55445 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>6 3 7 5 4 1 2 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 POND 9 NWL 947.0 HWL 951.50 WALNUTLANE XYLOID LANE W A L N U T L A N E WALNUTLANEWALNUTLANEW A L N U T L A N EXYLOIDLANEX Y L O I D L A N E 7 8 T H PL A C E79THAVENUE 7 9 T H P L A C E 79THPLACE 79THAVENUE 79TH AVE79THAVE7 8 T H PL A C E 78TH PLACE80THAVE80THAVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:05pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C300.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.00 OVERALL GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) 6 WETLAND 2 WETLAND 1 M E E E E E E E CC CCCCC C H F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C F O - C F O -C F O -C F O -C F O -C F O-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM lllllllllllllll>>>>>>>>>>>>>>>>>>> > > > > > > > 7 8 T H P L A C E 78TH PLACE C O U N T Y R O A D 1 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMA 20020 CO R HAMEL MN >>>>>>>>>>> > > > > > > >>>>>>>>>1 ??? 1.2 %1.1%EOF=954.12 LO=955.20 POND 9 NWL 947.0 HWL 951.50 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:33pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.01 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 G957.92 4% 65'/LO 950.25 956.45956.45956.45956.45953.45 16 2 15 LOWEST FLOOR ELEVATION PAD WIDTH & HOUSE TYPE DRIVEWAY SLOPE TO R.O.W. GARAGE FLOOR ELEVATION GARAGE SIDE, RT OR LT FINISH GROUND AT REAR OF PAD LOT NUMBER BLOCK NUMBER LOT CORNER ELEVATION LOT LINE PAD BOUNDARY REAR LOT LINE RIGHT OF WAY (R.O.W.) GUTTERLINE OF CURB CENTERLINE OF STREET PAD DATA LEGEND NOTES: 1. FB = FULL BASEMENT. 2. LO = LOOK-OUT. PAD IS GRADED TO HAVE 4.47' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. 3. WO = WALK-OUT. PAD IS GRADED TO HAVE 7.67' OF ELEVATION DIFFERENCE FROM GARAGE FLOOR TO FINISH GROUND AT REAR OF PAD. THIS WILL BE THE LOWEST OPENING. SEE SHEET ---- SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PHASE 1 PHASE 2 MAP KEY 3 5 2 4 7 E E E E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C CLVT 5 8 EOF=956.58 EOF=961.93 W A L N U T L A N E X Y L O I D L A N E 7 8 T H P L A C E79THAVENUE79THPLACE 79TH PLACE 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>3 1 2 ???2 .4 % 2 .8 %1.4 % 2 . 1 %1.2 % 0.7% 1 .3 % 2.1 %55'LO55'LO55'W O 55'W O 55'FB55'LO55'LO55'LO55'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5'WO 55'WO 55'WO 55'WO 55'FB55'LO55'LO55'LO55'LO55'FBSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:35pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.02 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 SEE SHEET C3.03 SEE SHEET C3.01 SHORELAND DISTRICT BOUNDARY PHASE 1 PHASE 3 PHASE 1 PHASE 2 PHASE 1 PHASE 2 SEE SHEET C3.04 MAP KEY 8 9 7 WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M 946 946 945 944 943 942 941 943941 941 942 944946 945 950 949 948 947 9479449 4 3 9429 4 4 945 946 947 948 9499509 5 0 949955951952 9 5 1 953 955 960 965 9679689709 6 9 977 974 9729709759659609 4 0 9 4 6 9 4 0 9 3 8 945 947959945944949954961965 972965 97 0 964 9809759779709 5 0 9 4 5 952 95 5 960965955 9 4 7 9 4 5 9 4 0953953950 HP 961.68LP 953. 7 8 LP 961.69H P 9 6 7 . 4 7 HP 972.59CL 960.43 CL 9 7 2 . 3 4 C L 9 6 9 . 0 7 96595 5 962970 EOF=954.12 EOF=961.93 EOF=947.00 LO=948.03 POND 11 NWL 943.0 HWL 946.30 EX. WETLAND NWL 940.0 HWL 941.74 WALNUT LANE7 8 T H P L A C E 79TH PL A C E 79T H A V E N U E 79TH AVE7 8 T H P L A C E 78TH PLACEBRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 >>>>>>>>>>>>>>>>>>>>>>>>>>946947948949950950951950 951952953952 9539 5 3 9 5 5 955950950951955960965945949 94 9 > >>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>3 5 1 2959.08959.53959.88960.98967.55959.81959.13958.32969.37970.62971.26971.54968.02961.20960.74969.23970.42972.27970.33964.61964.13966.49 968.44966.08962.97962.67 963.65 9 6 6 . 2 9 964.43 964.87964.96965.87966.23966.80954.00956.66958.00960.20962.00964.20971.99970.10967.54965.58963.49 962.25 963.34971.74968.65965.79963.62961.71959.54957.61955.86952.12954.59954.12955.23957.20958.63959.33 9 6 0 . 0 4 96 1 . 4 6 961.08 963.39 966.23 968.87 956.44 953.53 948.68 950.49950.56 951.93 952.55 953.69956.62 961.5 9 96 1 . 8 4 9 6 0 . 8 0 9 5 9 . 5 5 958.29955.67954.04955.58958.34962.10963.94966.12967.84971.54947.47947.47947.47947.27948.43948.49949.61950.73950.58 9 5 0 . 9 5 95 1 . 5 8 950.54 947.43???948.40 947.79 947.15 946.38 951.609 5 6 . 8 5 960.05969.78974.14973.44 9 7 3 . 5 5 9 7 2 . 0 0 9 7 0 . 8 7 967.06957.04957.50969.97958.37959.35960.03959.93956.25956.82947.47947.47951.54952.8 7 959.71 951.30 9 6 0 . 7 5 96 8 . 6 2 957.92962.45 961.83968.01965.29965.21965.85965.90961.37 962.47962.03943.60 956.85958.674.4%2.4% 1. 2% 0.7% 3. 4% 1.5%3.4%1.3%2. 1%1.1%957.80951.83959.5055' FB958.80952.13959.8055' FB959.2055' FB952.53960.20959.85953.18960.8555' FB960.50953.83961.5055' FB962.73 962.73 970.4055' WO 963.43 963.43 971.10 55' WO 964.03 964.03 971.70 55' WO 964.73 964.73 972.40 55' WO 965.13970.80963.13966.3355' LO967.33964.13971.8055' LO970.5055' FB963.83971.50967.40960.73968.4055' FB965.20958.53966.2055' FB963.00956.33964.0055' FB961.20954.53962.2055' FB959.00952.33960.0055' FB957.50950.83958.5065' FB956.00949.339 6 0 . 8 3 5 5 ' W O 9 6 0 . 8 3 9 6 8 . 5 0961.4355' WO961.43969.10958.93958.93966.6055' WO956.03956.03963.7055' WO953.83953.83961.5055' WO951.12950.12951.4557' SLAB955.20955.20953.74957.65959.15959.85960.55961.25961.95962.659 5 0 . 7 8 951 . 7 3 951.23 952.73 954.63 956.13 957.13955.33955.13954.76952.42949.34953.14952.18951.55950.91950.15951.91951.15951.48952.24952.55952.88953.51953.18954.14954.47957.01949.34951.42959.09962.43954.76955.13962.80955.33963.00961.60953.93952.93 961.60 959.10 951.43 957.20 949.53 9 5 8 . 4 5 9 5 0 . 7 8 948 . 5 3 956 . 2 0 955.70 948.03 57' FB57' FB55' FB55' FB55' FB65' FB55' FB55' FB55' FB55' FB55' FB5 5 ' W O 55' L O 57' LO 55' LO 65' LO 57' LO55' LO 55' WO55' WO65' WO55' WO55' WO55' SLAB55' SLAB55' SLAB65' SLAB55' SLAB955.60947.93955.90948.23949.03956.70957.00958.65950.98959.40951.73960.10952.43953.13960.80961.50953.83954.53962.20962.90955.23968.95961.28967.35959.68966.00965.60957.93958.33963.90955.23964.60956.93963.70956.03963.50955.83 9 5 7 . 6 3 9 6 5 . 3 0 9 6 5 . 0 0 9 5 7 . 3 3 9 5 9 . 9 3 9 6 7 . 6 0 9 6 7 . 1 5 9 5 9 . 4 8 THTHTHTHTHTHTHT H T H T H T H 967.95966.35965.00964.60962.909 6 6 . 6 0 9 6 6 . 0 0 9 6 4 . 4 0 9 6 4 . 0 0 962.50962.50963.60967.70960.03968.209 6 8 . 2 0 9 6 8 . 2 0 9 6 0 . 5 3 9 6 0 . 5 3 T H T H TH9 6 5 . 2 0 9 6 8 . 2 0 9 6 7 . 2 0 966.709 5 6 . 8 3 5 5 ' W O 9 5 6 . 8 3 9 6 4 . 5 0 9 5 2 . 8 3 5 5 ' W O 9 5 2 . 8 3 9 6 0 . 5 0 9 5 5 . 0 3 5 5 ' W O 9 5 5 . 0 3 9 6 2 . 7 0 9 5 9 . 0 3 5 5 ' W O 9 5 9 . 0 3 9 6 6 . 7 0 945950955960966.22967.11EOF=954.12 LO=955.20 POND 9 NWL 947.0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 3:38pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.03 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.02SEE SHEET C3.01 SEE SHEET C3.05 WETLAND (TYP) PHASE 1 PHASE 3 PHASE 2 PHASE 3 PHASE 2 PHASE 1 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY 1 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 E E PROPANE TANK SS ROCK FLAG WELL FO-C FO-C F O - C F O-C F O -C F O - C F O - C F O - C 2 3 6 HP 959.16 EOF=951.95 EOF=950.08 EOF=958.00 EOF=943.29 LO=949.48 EOF=946.00 EOF LO EOF=938.4 POND 4 NWL 940.0 HWL 943.29 POND 6 NWL 942.0 HWL 943.1 POND 5 NWL 942.0 HWL 945.58 WALNUTLANE XYLOID LANE W A L N U T L A N E XYLOIDLANE7 9T H P L A C E 79TH PLACE THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 6564 656765686572 7788 7789 7790 7791 7792 7793 7794 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> 4 ??? 957.93 ? ? ? 958.26 LP 948.76 0.6%1 .3 % 0.6% 1 . 5 %1.6%1.1%0 .6 % 0.7%55'W O 55'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5 'W O 5 5 'WO 55'WO 55'WO 55'WO 55'WO 55'WO 55'WO SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:40pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.04 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C2.04 SEE SHEET C2.06 SEE SHEET C2.03 FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PHASE 1 PHASE 3 PHASE 3 PHASE 3 MAP KEY WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 XXXXXXXXXXXXXXXXXXXC SCONTROL 4 7 12 PROPANE TANK SS LP 945.97 EOF=945.79 EOF=946.00 EOF=944.00 LO=946.62 EOF=944.50 LO=951.13 EOF=944.00 LO=946.95 8' WIDE TRAIL 12' WIDE TRAIL POND 6 NWL 942.0 HWL 943.19 POND 10 NWL 942.0 HWL 943.33 POND 12 NWL 940.0 HWL 942.38 EX. WETLAND NWL 940.0 HWL 941.74 EOF=940.00 WALNUTLANE79TH PLACE 79TH AVE80THAVE80THAVEVIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6 7 5 4 ? ? ? 0.6% 1 . 5 %0.7%0.6%1.5% 55'WO 55'WO 55'WO 55'WO 55'WO SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:26pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C301.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSPV - PH 2, 193804970XSPV - PH 1THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C3.05 GRADING PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100SEE SHEET C3.04 SEE SHEET C3.03 FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) PHASE 3 PHASE 2 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 3PHASE 3 MAP KEY 1234567893229101211875642361371513OUTLOT EOUTLOT G1OUTLOT F765143321445410119342167851313101211879654216141121726564656765686572 78337834783578367837783878397840784178427843 7844784578467847784878497850785178527853785478557856785778587859786078617862786378647865786678677868786978707871787278737874787578767877787878797880788178827883788478857886788778887889789078917892789378947895789678977898789979007901790279037904790579067907790879097910791179127914791679177918791979207921792479257926792779287940794179427943794479457976797780838084808580868093809477887813778977907791779277937794779577967797779877997800780178027803780478057806780778087809781078117812781478157816781778187819782078217822782378247825782678277829783078317832 78287929793079317933793479357936793779387939794679477948794979507951795279537954795579567957795879597960796179627963796479657966796779687969797079717972797379747975797879797980798179827983798479857986798779897990799179927993799479957996799779987999800080018002800380048005800680078008800980108011801280138014801580168017801880198020802180228023802480258026802780288029803080318032803380348035803680378038803980408041804280438044804580468047804880498050805180528053805480558057805880598060806180628063806480658066806780688069807080718073807480758076807780878088808980908091 8092798880568072 PXPXPXPXPXPX>>ll l l l l l >>l>l>>>l>l>l>lll l l l >l>>>l >>>>>l900910920930940950960-1+00950.58950.60+00946.44946.4944.00944.01+00942.70942.7942.16942.22+00941.59941.6941.25941.33+00940.81940.8942.00942.04+00942.44942.4944.90944.95+00945.00945.0943.63943.66+00943.09943.1943.00943.07+00lllllllllllllPXPXPXPXPXPXPXPXPXPXPXPXEEEEEEEEMAILEEMAILEEEPROPANETANKSSROCKFLAGWELLEEEEEEEEEEEEEEEEEEEEHEEEEEEEEEEEEESSSS32361969.72BL PDTEHEEOHPOHPOHPOHPOHPOHPTOC 969.93TOC 966.53UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNND MAILEEEEEEE1234567891011121314OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHP OHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHPOHPCTV-B CTV-B CTV-BCTV-BCTV-BCTV-B CTV-B CTV-B CTV-B CTV-B CTV-B CTV-BCTV-B G-BG-BG-B G-BG-B G-BG-BG-BG-B G-BG-BPROPANETANK13003938.7513002SSllllll l l > > > > >>>>WALNUT LNXYLOID LN WALNUT LNWALNUT LNWALNUT L NWALNUT LNXYLOID LNXYLOID LN78TH PLACE79TH AVE79TH PLACE79TH PLACE79TH AVE 79TH AVE79TH AVE79TH AVE 79T H A V E78TH PLACE78TH PLACE ROAD G8 0 T H A V E 80T H A V ECOUNTY ROAD 10COUNTY ROAD 10COUNTY ROAD 10>>>>>>>>>>1950.86>>>>lll l F M F M F M F M FMFMFM> >>>lll l llll ll lFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM l l l l l l l l lll> > > > >>>>>llll l>>>lll l llll>llllllllll>>>>>>>>>>>>156789101123456789109876452311284321111076563421423513OUTLOT AOUTLOT D5895910113161415OUTLOT E111121OUTLOT B231211139876542263465987271012435678910111213141516171826123456789101112131415161211981073456211211108975617181921202322234515141661212310111313467OUTLOT FOUTLOT GOUTLOT H1OUTLOT I5134245789OUTLOT KOUTLOT J171512111014138754319>>> >1950.86>>>>>>>> >>> >>>>>>>>>>>>>>>>>>>>>1950.86>>>>>>>>SHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE: DATE:LIC. NO.REVISIONCHECKEDPlot Date: 10/19/2020 - 4:57pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C400.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. M/I HOMES RUSH CREEK RESERVE, CORCORAN, MN 1938049702335 Highway 36 W St. Paul, MN 55113 www.stantec.com FINAL PLANNED UNIT DEVELOPMENT DAVID AHRENS 8/18/2020 2171110/19/20RESUBMITC4.00OVERALL SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEER MINNESOTA. NSHORELANDDISTRICTBOUNDARYWETLAND (TYP)12" TRUNK WATER MAIN.(ALL OTHER 8" WATER MAINUNLESS OTHERWISE NOTED) 15 13 OUTLOT E 10 11 9 13 10 12 11 16 14 112 E E E E E E E H E E E E 13 14 llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 7 8th P L A C E 78TH PLACE C O U N T Y R O A D 1 0 WETLAND 2 WETLAND 1 >>>>>l llllllll FMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM l>l>>ll>>l>l>>ll>>llll>>ll>>ll>>>>llll>>ll>>ll>>>>llll>>>>lll>>llllll>>lll>>>>llllllll>>>>lll>>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>lllll>>>>>>>>>>>>12 8 11 10 7 6 5 9 13 16 14 15 21 6 9 8 7 8756 5 4 >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>20'-18" PVC @ 0.20% 84'-18" PVC @ 0.20% 128'-18" PVC @ 0.20% 71'-8" PVC @ 0.70%94'-8" PVC @ 0.70% 310'-8" PVC @ 0.70% 12" W M 8 "W M 12"WM1 2 "WM SMH B7 RIM 965.75 INV 952.68 8" SE INV 952.58 8" NW SMH B8 RIM 964.69 INV 953.45 8" E INV 953.35 8" NW SMH E1 RIM 964.00 INV 934.63 18" SE INV 934.69 18" N SMH B9 RIM 963.88 INV 953.94 8" W SMH M1 RIM 963.89 INV 935.63 18" SE INV 935.63 18" NE INV 933.99 18" NW SMH E2 RIM 963.19 INV 934.52 18" S INV 934.52 18" N INV 944.97 8" NW INV 929.34 10" SW INV 929.34 10" E SMH E3 RIM 961.78 INV 934.26 18" S INV 934.27 18" N SMH M2 RIM 960.35 INV 935.22 18" SW INV 934.88 18" NW MH - 164 RIM 958.10 INV 936.19 18" SW INV 936.19 18" NE SMH EX LS RIM 937.81 INV 935.77 18" SW INV 935.67 18" NW SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:11pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.01 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) SEE SHEET C4.02 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET C4.03 MAP KEY PX 3 2 1 3 4 10 11 9 3 4 2 1 6 7 8 5 1 3 2 112 17 2 E E E E E 5 8 WALNUTLNW A L N U T L N X Y L O I D L N 7 8th P L A C E 7 9 T H A V E 79TH AVE 7 8 T H P L A C E C O U N T Y R O A D 1 0 >> >>>>>>>>>>>>>>l l l l lllllllll llllll>>>>>>>>>>>> > > > > > >>>>>> >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l >>l>>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll>>ll>>llll>>l>>ll>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>l>>lllllllllllllllllllllll l l l l l l llll> > l >>>>>>>>l >l l>l>>ll>>llll>>>>ll>llll>>l>>l>>>>ll>>l>>l>>>>ll>>llllll>>>>>>>>>>>> >llllll>>>l >>l > > l >>l > > l > > l >llll>>ll>ll>ll>ll>lll>>ll>>>>ll>>ll>>>>>>lllllllllllllllllllllll>> > > > l l l l l l ll>>>llll>>ll>llll>> >ll>l>>>>>> > > > > > > >>>>> 1 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 3 OUTLOT A OUTLOT D 5 5 9 10 1 1 11 1 OUTLOT B 2 1 3 987 6 5 4 2 2 3 4 6 5 9 8 7 2 7 10 12 11 9 8 10 7 5 6 4 OUTLOT I >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>186'-8" PVC @ 2.00% 123'-8" PVC @ 2.00% 160'-8" PVC @ 2.00% 97'-8" PVC @ 2.00% 122'-21" PVC @ 0.12% 127'-21" PVC @ 0.12% 146'-10" PVC @ 1.00% 167'-10" PVC @ 0.28% 111'-10" PVC @ 0.28% 122'-8" PVC @ 1.87% 98'-8" PVC @ 0.70% 165'-10" PVC @ 0.28% 112'-8" PVC @ 1.00% 196'-18" PVC @ 0.20% 72'-18" PVC @ 0.20% 310'-8" PVC @ 0.70% 105'-8" PVC @ 0.70% 90'-8" PVC @ 0.70% 86'-8" PVC @ 0.70% 40'-8" PVC @ 0.70% 186'-8" PVC @ 1.00% 223'-8" PVC @ 0.70% 177'-8" PVC @ 0.70% 16'-8" PVC @ 0.70% 1 2 "WM8 "W M 8"W M 1 2 "WM8"WM8"W M12" W M 1 2 "WM 1 2 "WM SMH A6 RIM 972.34 INV 927.36 21" SW INV 927.36 21" NE SMH A5 RIM 971.88 INV 927.51 21" SW INV 927.51 21" NE SMH D1 RIM 971.36 INV 959.34 8" W SMH A4 RIM 969.07 INV 928.57 10" SW INV 933.45 18" SE INV 927.65 21" NE SMH D2 RIM 968.91 INV 955.63 8" E INV 955.53 8" W SMH E6 RIM 967.50 INV 933.59 18" SE INV 933.59 18" NW SMH D3 RIM 967.29 INV 953.06 8" E INV 952.96 8" SW SMH A3 RIM 966.42 INV 928.88 10" W INV 928.88 10" NE SMH B2 RIM 966.05 INV 948.75 8" NW INV 948.75 8" SE SMH B6 RIM 965.89 INV 950.41 8" SE INV 950.31 8" NW SMH D4 RIM 965.19 INV 949.77 8" NE INV 949.67 8" SW SMH B3 RIM 964.34 INV 947.72 8" NE INV 946.46 8" NW INV 946.36 8" SE SMH B5 RIM 963.75 INV 949.58 8" SE INV 949.48 8" NW SMH E5 RIM 963.41 INV 933.98 18" SE INV 933.99 18" NW SMH B4 RIM 962.95 INV 945.67 8" NW INV 945.57 8" SE SMH A2 RIM 962.42 INV 948.85 8" SE INV 944.97 8" NW INV 929.34 10" SW INV 929.34 10" E SMH A1 RIM 960.99 INV 929.81 10" SW INV 929.81 10" NE SMH C6 RIM 959.87 INV 943.20 8" W INV 943.10 8" E SMH B2 RIM 966.05 INV 948.75 8" NW INV 948.75 8" SE SMH B2 RIM 966.05 INV 948.75 8" NW INV 948.75 8" SE SMH B1 RIM 960.51 INV 951.73 8" SE SMH B10 RIM 959.13 INV 945.27 8" NW SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:10pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.02 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) SEE SHEET C4.04 SEE SHEET C4.03 SEE SHEET C4.01 SHORELAND DISTRICT BOUNDARY MAP KEY PX PX PX PX3 2 2 1 3 15 13 OUTLOT E OUTLOT F 1 4 3 4 5 10 11 9 3 4 2 1 6 7 8 5 13 1 3 10 12 11 8 7 9 6 5 4 2 14 112 17 2 PX PX lllllll >l>l>>ll>>ll>>ll>>ll>>ll>l>l>>ll>>ll>>ll>>ll>l >l> l >>ll>>lll >ll>>>l >l >l >l>>l>>l>>l >>l >ll>> l > >>ll>ll>>ll>ll>ll>ll>>l>>l>l>>l>>l>>>>>>>>>>>>>> >> > > > > > > > > > > > > l l l l llllllllllllllllllllllllll>> > >>>lllllllllll9 10 11WALNUTLN 7 8th P L A C E 79TH AVE 79T H AVE 7 9 T H A V E 79THAVE7 8 T H P L A C E 78TH PLACE FUTURE 79TH PLACE WETLAND 3 WETLAND 4 WETLAND 4 >>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>lllllll l llllllFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM>>>>>> >>>l>>ll>>ll>>l>l>ll>>ll>>l>lll>>ll>>>>llll>>ll>>l>>llllllll FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMllllll>>>>>>lll>>>>>>>>>>>>>>>>l>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>>>llll>>>>lll>>ll>>llll>>>>ll>llll>>l>>l>>>>ll>>l>>l>>>>ll>>lllllllllll>>>>>> >>>>>lllllll>>>> 8 9 10 12 11 5 6 3 4 2 1 4 2 3 5 8 9 1 11 4 6 5 9 8 7 7 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 3 4 2 4 5 7 8 9 OUTLOT J >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>135'-8" PVC @ 0.40% 131'-8" PVC @ 0.40% 59'-8" PVC @ 0.40% 109'-8" PVC @ 0.40% 114'-8" PVC @ 0.40% 80'-8" PVC @ 0.40% 88'-8" PVC @ 0.40% 99'-8" PVC @ 0.40% 100'-8" PVC @ 0.40% 100'-8" PVC @ 3.30% 180'-8" PVC @ 3.30% 97'-8" PVC @ 3.30% 186'-8" PVC @ 2.00% C 122'-21" PVC @ 0.12% 127'-21" PVC @ 0.12% 1'-10" PVC @ 0.28% 84'-18" PVC @ 0.20% 75'-21" PVC @ 0.12% 128'-18" PVC @ 0.20% 71'-18" PVC @ 0.20% 72'-18" PVC @ 0.20%196'-18" PVC @ 0.20% 72'-18" PVC @ 0.20% 90'-21" PVC @ 0.12% 165'-21" PVC @ 0.12% 40'-8" PVC @ 0.70% 16'-8" PVC @ 0.70% 12" W M SMH D5 RIM 969.41 INV 957.57 8" SE SMH D7 RIM 963.27 INV 951.42 8" NW INV 951.32 8" SE SMH D16 RIM 961.67 INV 938.81 8" SW INV 938.71 8" N SMH D17 RIM 960.18 INV 938.25 8" S INV 938.15 8" N SMH D14 RIM 960.28 INV 939.60 8" SW INV 939.50 8" NE SMH D8 RIM 957.26 INV 945.39 8" NW INV 945.29 8" SE SMH D12 RIM 957.62 INV 940.53 8" W INV 940.43 8" E SMH D18 RIM 956.78 INV 937.72 8" S INV 937.62 8" N SMH D9 RIM 954.20 INV 941.98 8" NW INV 941.88 8" SE SMH D10 RIM 954.25 INV 941.48 8" NW INV 941.38 8" E SMH D20 RIM 953.06 INV 937.14 8" SE INV 937.04 8" NW SMH D21 RIM 951.20 INV 936.52 8" SE INV 936.42 8" N SMH A6 RIM 972.34 INV 927.36 21" SW INV 927.36 21" NE SMH A5 RIM 971.88 INV 927.51 21" SW INV 927.51 21" NE SMH D1 RIM 971.36 INV 959.34 8" W SMH A7 RIM 970.89 INV 927.27 21" SW INV 927.28 21" N SMH A4 RIM 969.07 NV 928.57 10" SW INV 933.45 18" SE INV 927.65 21" NE SMH A8 RIM 967.52 INV 927.17 21" S INV 927.17 21" N SMH E6 RIM 967.50 INV 933.59 18" SE INV 933.59 18" NW SMH B6 RIM 965.89 INV 950.41 8" SE INV 950.31 8" NW SMH E1 RIM 964.00 SMH B5 RIM 963.75 INV 949.58 8" SE INV 949.48 8" NW SMH E5 RIM 963.41 INV 933.98 18" SE INV 933.99 18" NW SMH E2 RIM 963.19 INV 934.52 18" S INV 934.52 18" N SMH E4 RIM 961.98 INV 934.12 18" S INV 934.13 18" NW SMH E3 RIM 961.78 INV 934.26 18" S INV 934.27 18" N SMH A9 RIM 960.43 INV 942.71 8" W INV 926.97 21" S INV 926.97 21" N EX-SMH 1 RIM 972.00 INV 961.84 4" W INV 961.82 6" E SMH C6 RIM 959.87 INV 943.20 8" W INV 943.10 8" E SMH D6 RIM 966.52 INV 954.73 8" NW INV 954.63 8" SE SMH D11 RIM 956.28 INV 940.98 8" W INV 940.88 8" E SMH D13 RIM 958.90 INV 940.08 8" W INV 939.98 8" NE SMH D15 RIM 961.40 INV 939.18 8" SW INV 939.08 8" NE SMH - D19 RIM 954.80 INV 937.38 8" S INV 937.38 8" NW SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:09pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.03 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.)4" SAN SERVICE (TYP.)SEE SHEET C4.02 SEE SHEET C4.01 SEE SHEET C4.05 WETLAND (TYP) MAP KEY 6" PVC SANITARY FORCE MAIN CONNECT TO EX. SANITARY MANHOLE 8" WM STUB PX PX P X PX PX PX OUTLOT G 3 2 1 4 4 6564 656765686572 7788 7789 7790 7791 7792 7793 7794 PX>>>>>>>>>>>>> > > > >l>>l l >>l l >>l l >l>l>l>l>>l l >>l l > >l l >l>>>>llll>>> > > l l l l > >l l l ll ll>>>lll l l l l l l llllllllllllll>>>>lllE E PROPANE TANK SS ROCK FLAG WELL 2 3 6 WALNUTLN XYLOID LN W A L N U T L N XYLOIDLN7 9T H PL A C E 79TH PLACE WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>>>lll>lll>>>>>>>l>>l>>l>>l>>l >>l >>l l>ll>llll>ll>>>>>>>>>>>llllllllllllll l l l l l llllllllll l l l lllllllllllllllllllllllllllllll> >llll> >>>l l >>l l >>l l l l>>>l>l>l>ll>ll>>l >>l >>ll> > l >l >>ll>>ll>>ll>>ll>>l >ll>ll>ll>ll>>l>>l>>l >>l >>l>>l>>l>>l>>l>ll>ll>ll>ll>>>>>> >>>>>>>> > > > > > > >>>> > >>>>> > > > > >>>>>>>>>>>l 5 6 7 8 9 10 1 2 3 1211 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 2 1 1 3 OUTLOT F OUTLOT K 17 15 121110 14 138 7 5 4 3 1 9 >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> 104'-10" PVC @ 0.28% 89'-10" PVC @ 0.28% 286'-10" PVC @ 0.28% 102'-21" PVC @ 0.12% 42'-18" PVC @ 0.28%131'-10" PVC @ 0.28% 113'-10" PVC @ 0.28% 173'-10" PVC @ 0.28% 176'-10" PVC @ 0.28% 118'-10" PVC @ 0.28% 222'-10" PVC @ 0.28% 105'-8" PVC @ 0.70% 125'-8" PVC @ 0.70% 148'-10" PVC @ 0.28% 100'-8" PVC @ 0.40% 52'-8" PVC @ 0.40% 37'-10" PVC @ 0.28% 139'-8" PVC @ 0.70% 84'-8" PVC @ 0.70% 243'-8" PVC @ 0.70% 8"WM8"WM 12"WM12" WM12"WM12" W M SMH B15 RIM 953.09 INV 933.14 10" N INV 933.14 10" S SMH B14 RIM 951.65 INV 933.40 10" NE INV 933.40 10" S SMH B13 RIM 949.94 INV 933.69 10" NW INV 933.69 10" SW SMH S1 RIM 943.99 INV 934.25 10" W INV 934.25 10" SE RI INV 926.16 INV 926.1 SMH B12 RIM 959.27 INV 942.88 8" SE INV 942.78 8" N SMH B11 RIM 958.60 INV 943.71 8" SE INV 943.62 8" NW SMH A14 RIM 958.67 INV 946.68 8" NW INV 946.57 8" E SMH A15 RIM 958.35 INV 941.91 8" S INV 946.37 8" W INV 932.23 10" N INV 932.18 10" E SMH C5 RIM 958.30 INV 945.00 8" W INV 944.90 8" E SMH C3 RIM 957.94 INV 946.76 8" W INV 946.66 8" E SMH C4 RIM 957.75 INV 945.69 8" W INV 945.59 8" E SMH A16 RIM 956.63 INV 931.81 10" W INV 931.81 10" E SMH A17 RIM 955.15 INV 931.49 10" W INV 931.49 10" NE SMH A21 RIM 953.36 INV 929.48 10" W INV 929.48 10" SE SMH A18 RIM 952.23 INV 930.87 10" SW INV 930.87 10" E SMH A20 RIM 952.22 INV 929.97 10" W INV 929.97 10" E SMH A19 RIM 951.11 INV 930.46 10" W INV 930.46 10" E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 3:08pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.04 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.)HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.02 SEE SHEET C4.05 FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) MAP KEY 12" WM STUB 10" SAN. SEWER STUB INV. 934.50 PX P X 1 2 3 4 5 6 7 8 9 9 10 12 11 8 7 5 6 4 2 3 6 7 1 OUTLOT F 7 6 5 4 3 2 1 4 5 4 PX PX PX PX llllllllllllllll>l>>l >>l >ll>ll>ll>>ll>>>>l l l l >>>>l l l l l > > > > l l l l l>>>>l l l l >>>>>>llll> > > >>>>>>>>>>>>>>>lllll4 7 12 PROPANE TANK SS WALNUTLN79TH PLACE 79TH AVE80THAVE80THAVEWETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 >>>>>>>>>>>>>>>>>>FMFM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMlllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l lllllllllllllllllllllll l l l l l l l l l l l lll l l l >>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>lll>>l>>>>>>>>>>llllllllllll llllllllllll>>l>>l>>l>ll>ll>ll>>> > > >>>>>> OUTLOT E 12 16 17 18 19 21 20 23 22 2 3 4 5 6 7 1 17 15 12 14 13 >>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>60'-8" PVC @ 1.30% 123'-8" PVC @ 1.30% 250'-21" PVC @ 0.12% 172'-21" PVC @ 0.12% 138'-21" PVC @ 0.12% 186'-21" PVC @ 0.12% 86'-21" PVC @ 0.12% 115'-21" PVC @ 0.12% 48'-15" PVC @ 0.12% 102'-21" PVC @ 0.12% 112'-21" PVC @ 0.12% 83'-21" PVC @ 0.12% 42'-18" PVC @ 0.28% 97'-21" PVC @ 0.12% 176'-10" PVC @ 0.28% 118'-10" PVC @ 0.28% 84'-8" PVC @ 0.70% 243'-8" PVC @ 0.70%SMH D22 RIM 949.51 INV 935.88 8" S INV 935.78 8" N SMH D23 RIM 947.96 INV 934.18 8" S INV 934.08 8" NW SMH D24 RIM 947.23 INV 933.30 8" SE INV 933.20 8" NE SMH A10 RIM 958.02 INV 926.84 21" S INV 926.84 21" N SMH A11 RIM 957.18 INV 926.74 21" S INV 926.74 21" N SMH A12 RIM 955.95 INV 926.64 21" S INV 926.64 21" NW SMH A13 RIM 954.39 INV 929.04 18" NW INV 926.51 21" SE INV 926.46 21" NE SMH F1 RIM 952.62 INV 926.16 21" SW INV 926.16 21" NE SMH F2 RIM 951.56 INV 925.96 21" SW INV 925.96 21" NE SMH F3 RIM 950.43 INV 925.86 21" SW INV 925.86 21" NE SMH F4 RIM 948.12 INV 925.69 21" SW INV 925.69 21" NE SMH F7 RIM 934.82 INV 925.21 21" W INV 925.71 15" E INV 925.16 15" S INV 925.16 27" N SMH F6 RIM 945.09 INV 925.44 21" W INV 925.44 21" E SMH F8 RIM 935.29 INV 928.50 15" WSMH F5 RIM 930.68 INV 925.55 21" SW INV 925.55 21" E VALVE PIT RIM 934.34 LIFT STATION RIM 0.00 INV 925.10 15" N SMH C5 RIM 958.30 INV 945.00 8" W INV 944.90 8" E .75 .69 8" W .59 8" E SMH A21 RIM 953.36 INV 929.48 10" W INV 929.48 10" SE 0 .22 .97 10" W .97 10" E SMH D25 RIM 945.00 INV 932.23 8" SW INV 932.13 8" N SMH D26 RIM 941.67 INV 930.54 8" S INV 930.44 8" N SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:39pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C401.dwgXrefs:, 193804970XSXT, 193804970XSXV, 193804970XBRD, 193804970XSXW, 193804970_07-20-2020_trees_gps_survey, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSPV - PH 3, 193804970XSST - PH 1, 193804970XSST - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C4.05 SANITARY SEWER AND WATERMAIN PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) HYD. & GATE VALVE (TYP.) 4" SAN SERVICE (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) 1" WATER SERVICE & CURB BOX (TYP.) SEE SHEET C4.03SEE SHEET C4.04 FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) MAP KEY 6" PVC SANITARY FORCE MAIN >>lllllll>>l> l >>l >l >l >l >>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>l llll>l>>>>>l>>>>>l900 910 920 930 940 950 960 -1+00950.58950.60+00946.44946.4944.00944.01+00942.70942.7942.16942.22+00941.59941.6941.25941.33+00940.81940.8942.00942.04+00942.44942.4944.90944.95+00945.00945.0943.63943.6+00 l llllllllllll>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>>>>>>>>>lll lll>>SS >ll l lllllll>> >> > >>> > >>>>>>>>>>>E E E E E E E E E E E PROPANE TANK SS ROCK FLAG WELL E E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E E FO-C FO-C FO-C FO-C FO-C F O-C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C FO-C UNDERGROUNDGAS MAIN SIGN UNDERGROUNDGAS MAIN SIGN >>>>>>>>>>>>>>>>>>>>XXXXXXXMAILE E E E E C XXXXXXXXXXXXXXE E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PROPANE TANK SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFlll>>>>> > WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 25' AVER AGE BUFFER 15' SETBACK - AVERAGE BUFFER WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 10'-0" 9'-3" 1 8 '-3 "10'-0" 20'-4"20' -0"10'-9" 3'-3" 2'-8"20'-0"6'-7" 1 4 '-7"5'-8" 1 9 '-8 "2 0 '-0 " 2 0 '- 9 "20'-0"10'-0"20'-0"20'-0"20'-0"20'-2"17'-9"20'-4"DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) EX. CULVERT DRAIN TILE (TYP.) DRAIN TILE (TYP.) DRAIN TILE (TYP.) ROADA ROAD B R O A D A ROADAROADAR O A D AROADBR O A D B R O A D B R O A D D R O A D C ROADC ROAD D ROAD D R O A D D ROAD DROADDR O A D E ROAD E ROAD GROADFROADFCOUNTYROAD10 C O U N T Y R O A D 1 0 C O U N T Y R O A D 10 >>>>>>>>>> 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 2 3 1211 1 3 987654 2 2 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 111089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 >>>>llllSS SS >>>FMFMFMFMFM FM FM>>> >llll>>>>>>>>>>>>>>>>> >>>> > >>>>>>>>>>>>lllllll >>FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMlllllllll l l>>>>>>>>>SS lllll>>>>>>>>>>>>>>>>>llSHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:02pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C500.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.00 OVERALL STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SHORELAND DISTRICT BOUNDARY WETLAND (TYP) > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>SS >>>>>>>>E E E E E E E E CC CCCCC C H F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > WETLAND 2 WETLAND 1 DRAINAGE BOUNDARY (TYP) R O A D B ROAD E C O U N T Y R O A D 1 0 12 8 11 10 7 6 5 9 13 16 14 15 21 6 9 8 7 15 13 OUTLOT E 10 11 9 13 10 12 11 16 14 112 CB E4 RIM 958.97 INV 953.86 12" E CBMH E3 RIM 957.81 INV 953.58 12" W INV 953.19 15" N 75'-15" STRM @ 1.00%CBMH B18 RIM 965.78 INV 950.74 24" SW INV 950.74 24" N CBMH B17 RIM 965.89 INV 951.06 24" SW INV 951.06 24" NE CBMH B15 RIM 965.90 INV 951.20 24" NW INV 951.20 24" SW INV 951.20 24" NE INV 952.25 24" SE 263'-24" STRM @ 0.40% 120'-24" STRM @ 0.50% CB B16 RIM 965.09 INV 952.60 12" SE INV 951.80 24" NE 63'-24" STRM @ 0.50% 94'-24" STRM @ 0.50% @ 0.50%CBMH B19 RIM 965.23 INV 950.27 24" S INV 950.27 24" E 8756 5 4 28'-24" STRM @ 0.50% 28'-12" STRM @ 1.00% 24'-30" STRM @ 0.49%>>>>>l llllllll SS SS SS >>>>>>>>>FMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM l>l>>ll>>l>l>>ll>>llll>>ll>>ll>>>>llll>>ll>>ll>>>>llll>>>>lll>>llllll>>lll>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>llllllll>>>>>>lll>>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>lllll>>>>>>>>>>>>>>CB 16A RIM 964.00 INV 953.50 12" NW INV 945.24 18" S INV 948.14 15" E INV 948.34 12" N INV 944.84 24" NW MH D7 RIM 950.25 INV 946.69 18" W INV 946.69 18" N 35'-18" STRM @ 0.87% OS P9 RIM 950.25 INV 947.00 18" E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:33pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.01 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.03 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) SEE SHEET C5.02 PHASE 1 PHASE 2 MAP KEY >>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>l >>l > > l >>l > > l > > l >llll>>ll>ll>ll>ll>lll>>ll>>>>ll>>ll>>>>>>lllllllllllllllllllllll>> > > > l l l l l l ll>>>llll>>ll>llll>> >ll>l>>>>>> > > > > > > >>>>> E E E E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C F O -C 5 8 DRAINAGE BOUNDARY (TYP) EX. CULVERT CONNECT MH TO EX. CULVERT DRAIN TILE (TYP.)ROADAR O A D A R O A D B R O A D B R O A D D ROAD D R O A D E C O U N T Y R O A D 1 0 >> >> 1 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 3 OUTLOT A OUTLOT D 5 5 9 10 1 1 11 1 OUTLOT B 2 1 3 987 6 5 4 2 2 3 4 6 5 9 8 7 2 7 10 3 2 1 3 4 10 11 9 3 4 2 1 6 7 8 5 1 3 2 112 17 2 CB D10 RIM 951.15 INV 948.72 15" NE CBMH B18 RIM 965.78 INV 950.74 24" SW INV 950.74 24" N CBMH B17 RIM 965.89 INV 951.06 24" SW INV 951.06 24" NE CBMH B15 RIM 965.90 INV 951.20 24" NW INV 951.20 24" SW INV 951.20 24" NE CBMH B14 RIM 965.56 INV 952.25 24" NW INV 952.25 24" SE CBMH B12 RIM 962.83 INV 953.45 15" NW INV 957.86 15" NE INV 952.85 24" SE MH B9 RIM 961.64 INV 957.25 12" NW INV 957.25 12" NE INV 954.05 15" SW INV 954.05 15" SE CB B8 RIM 962.38 INV 957.61 12" SE CB B10 RIM 962.06 INV 957.57 12" NE INV 957.57 12" SW CB B11 RIM 961.30 INV 957.70 12" SW CB A6 RIM 959.20 INV 954.88 12" SE CBMH A8 RIM 959.82 INV 954.56 15" SE INV 954.76 12" NW INV 954.56 15" NE CB A7 RIM 960.07 INV 955.09 15" NW CBMH A3 RIM 966.42 INV 961.71 15" NE INV 961.71 15" W CB CR 10 2 RIM 957.86 CBMH A5 RIM 963.35 INV 958.60 15" N INV 958.60 15" S CBMH A4 RIM 963.41 INV 958.90 15" E INV 958.90 15" S CBMH E1 RIM 961.30 INV 949.71 24" W INV 948.31 30" E CB D13 RIM 967.43 INV 963.00 12" S CBMH D9 RIM 964.31 INV 959.60 15" NE INV 959.80 12" NW INV 959.40 18" SW CBMH B7 RIM 963.75 INV 958.85 18" NE INV 958.45 24" NW CBMH B6 RIM 965.90 INV 957.45 24" SE INV 957.45 24" NW CBMH B4 RIM 961.56 INV 956.91 12" NE INV 956.11 24" SE INV 956.11 24" NW CB B5 RIM 961.80 INV 957.20 12" SW CBMH B2 RIM 956.28 INV 947.13 24" SW INV 944.13 24" NE 136'-15" STRM @ 0.50% CB C12 RIM 958.52 INV 954.06 15" NW 151'-15" STRM @ 0.50% CBMH C10 RIM 958.74 INV 953.80 15" NW INV 953.30 15" SE INV 953.30 15" NE CB C11 RIM 958.85 INV 954.14 15" SE CBMH C9 RIM 957.89 INV 952.38 15" SW INV 952.38 15" E CBMH C3 RIM 957.47 INV 952.51 15" E INV 952.51 15" W 140'-15" STRM @ 0.72% 151'-18" STRM @ 0.50% CBMH C7 RIM 957.80 INV 953.20 15" E INV 953.00 18" N 154'-15" STRM @ 0.60% CBMH B3 RIM 956.28 INV 950.83 24" SE INV 947.93 15" S INV 947.33 24" NE 220'-24" STRM @ 2.41% 223'-24" STRM @ 0.60% 167'-24" STRM @ 0.60% 55'-18" STRM @ 1.00% 72'-15" STRM @ 1.20% 85'-15" STRM @ 1.20% CBMH D10 RIM 965.07 INV 960.46 15" NE INV 960.46 15" SW 29'-12" STRM @ 1.17% CBMH D12 RIM 967.32 INV 962.66 12" N INV 962.46 15" SW CB D8 RIM 964.28 INV 959.95 12" SE 134'-15" STRM @ 2.40% 263'-24" STRM @ 0.40% 63'-24" STRM @ 0.50% 94'-24" STRM @ 0.50% 113'-24" STRM @ 0.50% 149'-24" STRM @ 0.40% 30'-15" STRM @ 1.01% 67'-15" STRM @ 0.90% 127'-15" STRM @ 0.40% 54'-15" STRM @ 0.99% 237'-15" STRM @ 0.50% CB C8 RIM 959.35 INV 954.39 15" W CBMH B19 RIM 965.23 INV 950.27 24" S INV 950.27 24" E 29'-12" STRM @ 1.17% 12 11 9 8 10 7 5 6 4 OUTLOT I 29'-12" STRM @ 1.01% 30'-12" STRM @ 0.51% 28'-24" STRM @ 0.50% 30'-15" STRM @ 1.00% 28'-30" STRM @ 0.61% 29'-12" STRM @ 1.01% 32'-12" STRM @ 0.99% 27'-12" STRM @ 0.48%>>>>>>>>>>>>l l l l lllllllll llllll>>>>>>>>>>>> > > > > > >>>>>> >ll>>>>llll>>>>llll>>>ll>>l>>ll>>ll>>l >>l>>l>>l >>l > > l > > l > > l >l>ll>ll>ll>ll>ll>>ll>>llll>>l>>ll>>ll>l>>ll>>l>>ll>>ll>>llll>>ll>>ll>>>>llll>>l>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>> > > > > > > > > >>>>>>>>>>>>>>>>>>>lllllllllllllllllllllll l l l l l l>>llll> > l >>>>>>> > >l>>ll>>llll>>>>ll>llll>>l> >l>>>>ll>>l>>l>>>>ll>>llllll>>>>>>>>>>>> > >> >>llllll40'-15" STRM @ 1.09%CBMH B13 RIM 962.62 INV 958.16 15" N INV 958.16 15" SW CBMH A2 RIM 969.64 INV 964.92 15" SW CB A1 RIM 969.82 INV 965.41 12" NW SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:36pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.02 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.04 SEE SHEET C5.03 SEE SHEET C5.01 SHORELAND DISTRICT BOUNDARY PHASE 1 PHASE 3 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY lllllll >l>l>>ll>>ll>>ll>>ll>>ll>l>l>>ll>>ll>>ll>>ll>l >l> l >>ll>>lll >ll>>>l >l >l >l>>l>>l>>l >>l >ll>> l >>>>>>>>>>> > > > > >>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>ll>ll>>ll>ll>ll>ll>>l>>l>l>>l>>l>>>>>>>>>>>>>> >> > > > > > > > > > > > > l l l l llllllllllllllllllllllllll>> > >>>lllllllllll>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>>>>>>>> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllll>SS >>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M WETLAND 3 WETLAND 4 WETLAND 4 DRAINAGE BOUNDARY (TYP) DRAIN TILE (TYP.) DRAIN TILE (TYP.)ROADAR O A D B ROAD D ROAD D R O A D D ROADDR O A D E ROAD E ROAD G>>>>>>>>>>>>>>>>>>>>>>>>>>> > 950.89 8 9 10 12 11 5 6 3 4 2 1 4 2 3 5 8 9 1 11 4 6 5 9 8 7 7 3 2 2 1 3 15 13 OUTLOT E OUTLOT F 1 4 3 4 5 10 11 9 3 4 2 1 6 7 8 5 13 1 3 10 12 11 8 7 9 6 5 4 2 14 112 17 2 CBMH A21 RIM 961.91 INV 957.53 12" SE INV 957.33 15" N 35'-12" STRM @ 2.16% CB A20 RIM 962.58 INV 958.28 12" NW 123'-24" STRM @ 1.40% 130'-18" STRM @ 1.60% 54'-30" STRM @ 0.87%MH F33 RIM 952.66 INV 949.29 30" E INV 948.84 30" W 125'-30" STRM @ 1.07%FES F35 RIM 949.79 INV 947.50 30" E 28'-12" STRM @ 1.00% CBMH D25 RIM 956.50 INV 951.37 12" N INV 951.17 15" W 112'-15" STRM @ 2.00%CBMH D26 RIM 954.43 INV 948.93 15" E INV 948.93 15" W 79'-15" STRM @ 1.00% 28'-12" STRM @ 1.00% CB E4 RIM 958.97 INV 953.86 12" E CBMH E3 RIM 957.81 INV 953.58 12" W INV 953.19 15" N 75'-15" STRM @ 1.00%CBMH B18 RIM 965.78 INV 950.74 24" SW INV 950.74 24" N CBMH B17 RIM 965.89 INV 951.06 24" SW INV 951.06 24" NE CBMH B15 RIM 965.90 INV 951.20 24" NW INV 951.20 24" SW INV 951.20 24" NE CBMH A3 RIM 966.42 INV 961.71 15" NE INV 961.71 15" W CBMH E1 RIM 961.30 INV 949.71 24" W INV 948.31 30" E CBMH E2 RIM 961.30 INV 948.14 30" W INV 952.44 15" S INV 948.14 30" E MH E3 RIM 962.64 INV 948.02 30" W INV 948.02 30" E CBMH D3 RIM 954.96 INV 950.30 15" NW INV 944.07 24" SE INV 943.67 30" NE CBMH D5 RIM 954.96 INV 943.56 30" SW INV 943.56 30" NE CB D24 RIM 956.49 INV 951.65 12" S CBMH D2 RIM 961.00 INV 956.87 12" N INV 956.67 15" SE CB D1 RIM 961.49 INV 957.19 12" S FES F32 RIM 952.05 INV 949.76 30" W FES F38 RIM 949.14 INV 946.85 30" NE 133'-30" STRM @ 0.50% MH F37 RIM 950.90 INV 947.52 30" E INV 947.51 30" SW 75'-30" STRM @ 0.51% FES F36 RIM 950.19 INV 947.90 30" W CB D36 RIM 952.87 INV 948.68 12" NE 28'-12" STRM @ 1.00% CBMH D35 RIM 952.88 INV 948.40 12" SW INV 948.00 18" NW CBMH D37 RIM 950.89 INV 945.92 18" SE INV 945.92 24" N C3 57.47 52.51 15" E 52.51 15" W 134'-15" STRM @ 2.40% 28'-30" STRM @ 0.39% CB D27 RIM 953.41 111'-30" STRM @ 0.50% 182'-15" STRM @ 3.49% 63'-24" STRM @ 0.50% 94'-24" STRM @ 0.50% 113'-24" STRM @ 0.50% 237'-15" STRM @ 0.50% CB C8 RIM 959.35 INV 954.39 15" W CBMH B19 RIM 965.23 INV 950.27 24" S INV 950.27 24" E 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 3 4 2 4 5 7 8 9 OUTLOT J 28'-24" STRM @ 0.50% 28'-12" STRM @ 1.00% 28'-30" STRM @ 0.61% 24'-30" STRM @ 0.49% 29'-12" STRM @ 1.01% 32'-12" STRM @ 1.01%>>>>lllllll l llllllFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM>>>>>> >>>l>>ll>>ll>>l>l>ll>>ll>>l>lll>>ll>>>>llll>>ll>>l>>>>>>>>>>>>> > > > > >>>>>>>>>> > > > > >>>>>>>>>>>>>llllllll >>>>>>>>>>FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMllllll>>>>>>lll>>>>>>>>>>>>>>>>SS l>ll>>>>lllll>>>>llll>>ll>>>> l >>l l>>>>llll>>>>lll>>ll>>llll>>>>ll>llll>>l>>l>>>>ll>>l>>l>>>>ll>>lllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > CBMH D4 RIM 953.41 INV 945.24 18" S INV 948.14 15" E INV 948.34 12" N INV 944.84 24" NW MH D7 RIM 950.25 INV 946.69 18" W INV 946.69 18" N 35'-18" STRM @ 0.87% OS P9 RIM 950.25 INV 947.00 18" E 155'-30" STRM @ 0.36% FES D6 RIM 945.96 INV 943.00 30" SW MH E4 RIM 960.00 INV 947.47 30" W INV 947.47 30" E FES E5 RIM 950.72 INV 947.25 30" W OS P11 RIM 946.25 INV 943.00 18" NE FES P11 RIM 944.33 INV 941.60 18" SW 30'-18" STRM @ 1.01% CBMH A2 RIM 969.64 INV 964.92 15" SW CB A1 RIM 969.82 INV 965.41 12" NW SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:39pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.03 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. NSEE SHEET C5.02 SEE SHEET C5.01 SEE SHEET C5.05 WETLAND (TYP) PHASE 1 PHASE 3 PHASE 2 PHASE 3 PHASE 2 PHASE 1 PHASE 1 PHASE 2 PHASE 1 PHASE 2 MAP KEY >>>>>>>>>>>>> > > > >l>>l l >>l l >>l l >l>l>l>l>>l l >>l l > >l l >l>>>>llll>>> > > l l l l > >l l l ll ll>>>ll>>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>l l l l l l l llllllllllllll>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >>>>l>>l>>l>>l>>l >>l >>l l>ll>llll>ll>>>>>>>>>>>llllllllllllll l l l l l llllllllll l l l lllllllllllllllllllllllllllllll> >llll> >>>l l >>l l >>l l l l>>>l>l>l>ll>ll>>l >>l >>ll>>l >l >>ll>>ll>>ll>>ll>>l >ll>ll>ll>ll>>l>>l>>l>>l >>l>>l>>l>>l>>l>ll>ll>ll>ll>>>>>> >>>>>>>> > > > > > > >>>> > >>>>> > > > > >>>>>>>>>>>l 6564 656765686572 7788 7789 7790 7791 7792 7793 7794 E E PROPANE TANK SS ROCK FLAG WELL FO-C FO-C F O - C F O-C F O -C F O - C F O - C F O - C 2 3 6 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 DRAINAGE BOUNDARY (TYP) DRAINAGE BOUNDARY (TYP) ROADA ROAD B R O A D A ROADBR O A D C ROADC >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>>>5 6 7 8 9 10 1 2 3 1211 OUTLOT G 3 2 1 4 4 CB A31 RIM 958.50 INV 953.95 12" S 37'-12" STRM @ 1.00% CBMH A32 RIM 958.41 INV 953.58 12" N INV 953.58 12" E 25'-12" STRM @ 1.55% CB B7 RIM 958.12 INV 953.36 12" N 21'-12" STRM @ 0.76% 28'-24" STRM @ 0.50% CBMH A34 RIM 956.07 INV 951.40 15" W INV 943.10 24" E INV 943.10 24" N CBMH A46 RIM 956.07 INV 942.96 24" S INV 942.96 24" N 162'-24" STRM @ 0.50% 30'-24" STRM @ 0.51% FES A48 RIM 0.00MH A47 RIM 948.62 INV 942.15 24" S INV 940.15 24" NE CBMH A45 RIM 949.57 INV 943.58 24" NE INV 943.58 24" W 95'-24" STRM @ 0.49% CBMH A43 RIM 953.65 INV 944.05 24" NE INV 949.05 12" NW INV 944.05 24" SW 129'-24" STRM @ 0.50% CBMH A42 RIM 951.94 INV 944.70 24" NE INV 944.70 24" SW 127'-24" STRM @ 0.50% CBMH A40 RIM 950.72 INV 945.73 18" E INV 946.13 12" N INV 945.33 24" SW CB A41 RIM 950.69 INV 946.41 12" S MH A38 RIM 951.41 INV 946.69 15" E INV 946.89 12" N INV 946.49 18" W 29'-12" STRM @ 1.09% CB A39 RIM 951.48 INV 947.21 12" S 28'-12" STRM @ 1.00% MH A37 RIM 951.91 INV 947.14 15" E INV 947.14 15" W 142'-15" STRM @ 0.60% CB A35 RIM 952.86 INV 948.50 12" SW 28'-12" STRM @ 1.11% CBMH A36 RIM 952.86 INV 948.19 12" NE INV 947.99 15" W CBMH B4 RIM 949.30 INV 944.66 15" SW INV 944.66 15" SE 70'-15" STRM @ 2.00% 153'-18" STRM @ 1.99%FES B6 RIM 941.54 INV 940.00 18" W 151'-15" STRM @ 1.50% CBMH B3 RIM 951.52 INV 946.93 15" S INV 946.93 15" NE 94'-15" STRM @ 1.51% CBMH B2 RIM 952.95 INV 948.54 12" E INV 948.34 15" N 28'-12" STRM @ 1.50% FES PATH N 2 RIM 939.10 INV 937.85 12" SE 20'-12" STRM @ 2.71%FES PATH N 1 RIM 939.65 INV 938.40 12" NW FES P4 RIM 941.08 INV 939.25 24" W 64'-24" STRM @ 1.18% OS P4 RIM 942.29 INV 940.00 24" E CBMH B5 RIM 948.76 INV 943.26 15" NW INV 943.06 18" E MH A33 RIM 958.06 INV 953.20 12" W INV 953.20 12" S INV 953.00 15" E 160'-15" STRM @ 1.00% 95'-24" STRM @ 0.50% MH P5 RIM 947.76 INV 941.76 30" NW INV 941.74 30" E FES B1 RIM 945.38 INV 943.00 24" SW CBMH C5 RIM 957.23 INV 950.68 18" S INV 950.28 24" NWCBMH C4 RIM 957.24 INV 952.00 15" E INV 951.37 15" W INV 952.25 18" S INV 951.17 18" N CBMH C3 CBMH C2 RIM 958.06 INV 953.23 15" N INV 953.23 15" W CB C1 RIM 958.06 INV 953.45 15" S 112'-30" STRM @ 0.22% OS P5 RIM 944.88 INV 942.00 30" SE FES P5 EOF 1 RIM 948.38 INV 946.00 24" E MH P5 EOF 2 RIM 949.85 INV 945.24 24" W INV 945.24 24" E 76'-24" STRM @ 1.00% 90'-15" STRM @ 0.80% 140'-15" STRM 64'-15" STRM @ 0.80% 130'-24" STRM @ 0.70% FES C6 RIM 945.38 INV 943.00 24" S 28'-15" STRM @ 0.79% 162'-24" STRM @ 0.70% CBMH B3 RIM 956.28 INV 950.83 24" SE 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 2 1 1 3 OUTLOT F OUTLOT K 18 19 17 15 121110 14 138 7 5 4 3 1 9 >>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >>lll>lll>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>> >>>>???'-???" STRM @ ??? FES P6 RIM 941.83 INV 940.00 18" E 75'-15" STRM @ 0.60%126'-18" STRM @ 0.60% SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:41pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.04 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.02 SEE SHEET C5.05 FLOODPLAIN BOUNDARY ELEV = 938.5 SHORELAND DISTRICT BOUNDARY WETLAND (TYP) PHASE 1 PHASE 3 PHASE 3 PHASE 3 MAP KEY llllllllllllllll>l>>l >>l >ll>ll>ll>>ll>>>>l l l l >>>>l l l l l > > > > l l l l l>>>>l l l l >>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llll> > > >>>>>>>>>>>>>>>lllll>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>>>>>>>>>llllllllllll llllllllllll>>l>>l>>l>ll>ll>ll>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXC 4 7 12 PROPANE TANK SS WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 DRAINAGE BOUNDARY (TYP) ABANDON EX. DRAINTILE DRAIN TILE (TYP.)ROADAROADC ROAD DROADFROADF>>>>>>>>>>>>>>>>>>949.32949.31 947.89947.89 945.97 944.46 OUTLOT E 12 1 2 3 4 5 6 7 8 9 9 10 12 11 8 7 5 6 4 2 3 6 7 1 OUTLOT F 7 6 5 4 3 2 1 4 5 4 142'-15" STRM @ 0.60% CB A35 RIM 952.86 INV 948.50 12" SW 28'-12" STRM @ 1.11% CBMH A36 RIM 952.86 INV 948.19 12" NE INV 947.99 15" W 151'-15" STRM @ 2.75% FES D44 RIM 942.45 INV 941.20 24" NW 49'-24" STRM @ 1.57% 85'-30" STRM @ 0.51% FES D45 RIM 942.38 INV 940.00 30" S MH D43 RIM 944.46 INV 940.43 24" SE INV 940.43 24" SW INV 940.43 30" N 139'-24" STRM @ 0.24% CBMH D42 RIM 945.97 INV 941.16 18" S INV 940.76 24" NE 111'-18" STRM @ 1.30% CBMH D40 RIM 947.89 INV 942.60 24" S INV 943.00 12" W INV 942.60 18" N 28'-12" STRM @ 1.00% 114'-24" STRM @ 1.40% CBMH D38 RIM 949.32 INV 944.20 24" S INV 944.60 12" W INV 944.20 24" N 28'-12" STRM @ 1.00% CB F1 RIM 952.12 INV 947.90 12" N 34'-12" STRM @ 1.01% CBMH F2 RIM 952.01 INV 947.56 12" S INV 947.36 15" NE 123'-15" STRM @ 1.21% CBMH F3 RIM 951.24 INV 945.88 15" SW INV 945.88 15" NE 128'-15" STRM @ 1.20% 28'-12" STRM @ 0.99% CB F5 RIM 949.36 INV 944.83 12" W 112'-18" STRM @ 1.21% CBMH F6 RIM 947.62 INV 942.80 18" SW INV 943.20 12" SE INV 942.40 24" NW 28'-12" STRM @ 0.50% CB F7 RIM 947.61 INV 943.34 12" NW 132'-24" STRM @ 0.20% MH F8 RIM 944.93 INV 942.14 24" SE INV 942.14 24" SW 70'-24" STRM @ 0.20% FES I9 RIM 943.83 INV 942.00 24" NE OS P6 RIM 943.75 INV 942.00 18" W FES P5 3 RIM 942.83 INV 941.00 30" W FES P5 EOF 3 RIM 943.99 INV 941.20 24" W MH P5 RIM 947.76 INV 941.76 30" NW INV 941.74 30" E CBMH D39 RIM 949.31 INV 944.88 12" E CB D41 RIM 947.89 INV 943.28 12" E CBMH F9 RIM 944.72 INV 940.49 12" N CBMH F11 RIM 944.72 INV 940.21 12" S INV 939.91 12" N FES F10 RIM 944.25 INV 938.10 3' x 8' BOX SE 159'-3' H x 8' W BOX @ 0.57% RIM 940.66 INV 938.29 24" NW 28'-12" STRM @ 1.00% W C3 CBMH C2 RIM 958.06 INV 953.23 15" N INV 953.23 15" W CB C1 RIM 958.06 INV 953.45 15" S 112'-30" STRM @ 0.22% OS P5 RIM 944.88 INV 942.00 30" SE FES P5 EOF 1 RIM 948.38 INV 946.00 24" E MH P5 EOF 2 RIM 949.85 INV 945.24 24" W INV 945.24 24" E 76'-24" STRM @ 1.00% 296'-24" STRM @ 1.37% 90'-15" STRM @ 0.80% 28'-15" STRM @ 0.79% FES C25 RIM 945.04 INV 943.50 15" WCBMH A24 RIM 956.59 INV 951.92 15" W INV 948.96 15" E 28'-15" STRM @ 1.00% CBMH A23 RIM 956.62 INV 952.20 15" S INV 952.20 15" E 97'-15" STRM @ 1.00% CBMH A22 RIM 957.68 INV 953.17 15" S INV 953.17 15" N 156'-15" STRM @ 3.50% 353'-30" STRM @ 0.21% 16 17 18 19 21 20 23 22 2 3 4 5 6 7 1 18 19 17 15 12 14 13 >>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>> >>FMFM FM FM F M FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMlllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >llllllllllllllllllllll l l l l l l l l lllllllllllllllllllllll l l l l l l l l l l l lll l l l >>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FES P12 RIM 942.43 INV 939.50 18" SE 44'-18" STRM @ 1.14% OS P12 RIM 941.75 INV 940.00 18" NW OS P10 RIM 943.75 INV 942.00 18" SE 30'-18" STRM @ 1.01% FES P10 RIM 943.53 INV 941.70 18" NW FES P6 RIM 941.83 INV 940.00 18" E FES F12 RIM 940.62 INV 939.70 12" S 21'-12" STRM @ 1.00% OCS - W RIM 944.50 WEIR 940.00 INV 939.00 3' X 8' BOX NW SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 4:44pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970C501.dwgXrefs:, 193804970XSXT, 193804970_07-20-2020_trees_gps_survey, 193804970XSXV, 193804970XSXW, 193804970XBRD, Drainage areas, 193804970XSST - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNU - PH 1, 193804970XSNU - PH 2, 193804970XSNU - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSST - PH 1, 193804970XSST - PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 3THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT C5.05 STORM SEWER PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N SEE SHEET C5.03SEE SHEET C5.04 FLOODPLAIN BOUNDARY ELEV = 938.5 WETLAND (TYP) PHASE 3 PHASE 2 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 3PHASE 3 MAP KEY PX PX PX PX PX PX ME E E 11081961.63STREET SIGN11082961.85STREET SIGN E11087961.01 STREET SIGN 11097 961.83 STREET SIGN 11098961.60STREET SIGN 11 1 2 1 96 1 . 5 7 ST R E E T S I G N 11130961.59STREET SIGN E 11144 961.38 STREET SIGN E 11166962.45STREET SIGN 11192 960.91STREET SIGN CE 11197959.22STREET SIGN 11220959.17 STREET SIGN E E M A I L C E11 2 9 8 9 5 6 . 0 0 ST R E E T S I G N 11315 951.50 STREET SIGN E11350955.86NON-TRAFFIC SIGN HIWAYM A I L 11367956.70 STREET SIGN FIBEROPTIC E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E32063951.04NON-TRAFFIC SIGN GAS EE E E E EC E E EE E E E ECHCE E E E EC E E E E 32177966.66NON-TRAFFIC SIGN GAS E E E E SS E SS S CC C 32361969.72BL PDTECCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNNDXXXXXXXMAILE E E CLVT CLVT E 10170 961.44 NON-TRAFFIC SIGN E C XXXXXXXXXXXXXXE E SCONTROL CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFMllllllll>>>>>>> > > 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 PX PX PX PX PX PX PX PX PX PX PX PX 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 QTY 5 46 6 3 5 2 33 35 QTY 6 QTY 17 14 22 18 QTY 20 90 38 QTY 76,232 sf 141,715 sf QTY 38,383 sf 39,390 sf 522,476 sf 35,079 sf 137,638 sf 301,354 sf Development Site Plan - TownhouseDevelopment Site Plan - Townhouse TREES CODE BOTANICAL / COMMON NAME CONT QTY GS Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" B&B 25 PA2 Platanus x acerifolia / London Plane Tree 2.5" B&B 26 UP Ulmus americana `Princeton` / American Elm 2.5" B&B 18 SOD/SEED CODE BOTANICAL / COMMON NAME CONT SPACING QTY SOD Sodding Type Lawn sod 28,127 sf SOD2 Sodding Type Lawn sod 247,083 sf Establishment By Lot Owner TPM Temp Pond Mix seed 31,846 sf UPM Upland Prairie Mix seed 66,925 sf WMM Wet Meadow Mix seed 22,694 sf PLANT SCHEDULE WALN U T L A N E XYLOID LANEWALNUT LA N E WALNUT LANEWALNUT LANEWALNUT LAN EXYLOID LANEX Y L O I D L A N E 7 8 T H P L A C E 79TH A VE 79TH P L A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL80TH AVE80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE TREES AA2 Acer freemanii `Autumn Blaze` / Autumn Blaze Maple 2.5" B&B 5 AS Acer freemanii `Sienna Glen` / Sienna Glen Maple 2.5" B&B 13 GS Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" B&B 31 GK Gymnocladus dioica / Kentucky Coffee Tree 2.5" B&B 5 PG Picea glauca densata / Black Hills Spruce 6` ht 11 PC Picea pungens / Colorado Spruce 6` ht 8 PN Pinus nigra / Austrian Black Pine 6` ht 18 PP Pinus ponderosa / Ponderosa Pine 6` ht 10 PA2 Platanus x acerifolia / London Plane Tree 2.5" B&B 22 QB Quercus bicolor / Swamp White Oak 2.5" B&B 43 QR Quercus rubra / Red Oak 2.5" B&B 3 UP Ulmus americana `Princeton` / American Elm 2.5" B&B 21 SHRUBS CB Cornus baileyi / Bailey`s Red-twig Dogwood #5 57 EA2 Euonymus alatus / Winged Euonymus #5 11 SM Syringa patula `Miss Kim` / Miss Kim Lilac #5 17 ANNUALS/PERENNIALS EA Echinacea x `After Midnight` / After Midnight Coneflower # 1 14 SH Sporobolus heterolepis / Prairie Dropseed #2 163 TMP Pinus mugo `Tannenbaum` / Tannenbaum Mugo Pine 6` ht. B&B 6 FD Cornus sericea `Bailadeline` / Fire Dance Dogwood #10 14 AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea #5 18 KF Calamagrostis x acutiflora `Karl Foerster` / Feather Grass #3 20 BD Hemerocallis x `Baja` / Baja Daylily #1 90 SOD/SEED SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner RA Reforestation Area seed 49,805 sf WE Woodlands (Existing) seed 152,399 sf EMM Emergent Marsh Mix seed 38,383 sf BOTANICAL / COMMON NAME SOD Sodding Type Lawn sod 38,664 sf TPM Temp Pond Mix seed 30,853 sf UPM Upland Prairie Mix seed 175,382 sf WMM Wet Meadow Mix seed 20,649 sf SOD2 Sodding Type Lawn sod 241,690 sf Establishment By Lot Owner RA Reforestation Area seed 49,805 sf WE Woodlands (Existing) seed 152,399 sf EMM Emergent Marsh Mix seed 38,383 sf BOTANICAL / COMMON NAME AA2 Acer freemanii `Autumn Blaze` / Autumn Blaze Maple 2.5" B&B 5 AS Acer freemanii `Sienna Glen` / Sienna Glen Maple 2.5" B&B 13 GS Gleditsia triacanthos `Skyline` / Skyline Honey Locust 2.5" B&B 31 GK Gymnocladus dioica / Kentucky Coffee Tree 2.5" B&B 5 PG Picea glauca densata / Black Hills Spruce 6` ht 11 PC Picea pungens / Colorado Spruce 6` ht 8 PN Pinus nigra / Austrian Black Pine 6` ht 18 PP Pinus ponderosa / Ponderosa Pine 6` ht 10 PA2 Platanus x acerifolia / London Plane Tree 2.5" B&B 22 QB Quercus bicolor / Swamp White Oak 2.5" B&B 43 QR Quercus rubra / Red Oak 2.5" B&B 3 UP Ulmus americana `Princeton` / American Elm 2.5" B&B 21 BOTANICAL / COMMON NAME CB Cornus baileyi / Bailey`s Red-twig Dogwood #5 57 EA2 Euonymus alatus / Winged Euonymus #5 11 SM Syringa patula `Miss Kim` / Miss Kim Lilac #5 17 BOTANICAL / COMMON NAME EA Echinacea x `After Midnight` / After Midnight Coneflower # 1 14 SH Sporobolus heterolepis / Prairie Dropseed #2 163 TMP Pinus mugo `Tannenbaum` / Tannenbaum Mugo Pine 6` ht. B&B 6 FD Cornus sericea `Bailadeline` / Fire Dance Dogwood #10 14 AW Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spirea #5 18 KF Calamagrostis x acutiflora `Karl Foerster` / Feather Grass #3 20 BD Hemerocallis x `Baja` / Baja Daylily #1 90 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:18pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L100.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.00 OVERALL LANDSCAPE PLAN ---- MINNESOTA. N 0 150 300 NOTE: 1. SEE SHEET L1.06 FOR PLANT SCHEDULE. WETLAND 2 WETLAND 1 M E E E E E E C E CC C 32361 969.72 BL PDTECCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > 7 8 T H P L A C E 78TH PLACEC O U N T Y R O A D 1 0 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 518.60 SW CORNER OF THE SE1/4 CENTER LINE OF COUNTY ROAD #10 8756 5 5 9 13 16 14 15 17 18 19 20 9 8 7 15 13 OUTLOT E 10 11 9 13 10 12 11 16 14 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.01 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28' ROAD (TYP.)50' ROW (TYP.)STREET LIGHT (TYP.) SEE SHEET L1.02 MAP KEY C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P WALNUT LAN E X Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH P L A C E 79TH PL A C E 79TH AVE 7 8 T H P L A C E C O U N T Y R O A D 1 0 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 12 11 9 8 10 7 6 4 OUTLOT I PX 5 9 2 3 4 65 OUTLOT C 2 1 3 987 6 5 4 2 2 4 3 4 6 5 9 8 7 7 10 4 10 11 9 3 4 2 1 6 7 8 5 1 3 2 17 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.02 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 5' WIDE SIDEWALK 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK STREET LIGHT (TYP.)50' ROW (TYP.)28' ROAD (TYP.)2 8 ' R O A D ( T Y P . ) 5 0 ' R OW ( T Y P . )28' ROAD (TYP.)50' ROW (TYP.)50' ROW (TYP.)28' ROAD (TYP.)2 8 ' R O A D ( T Y P . ) 5 0 ' R OW ( T Y P . ) 10' WIDE TRAIL 8 0 ' R O W ( T Y P . ) FUTURE TURN LANES TO BE DESIGNED BY OTHERS SEE SHEET L1.04 SEE SHEET L1.03SEE SHEET L1.01 50' ROW (TYP .) MAP KEY LANDSCAPE BERM PX PX WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F MWALNUT LANE7 8 T H P L A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 3 4 2 4 5 7 8 9 OUTLOT J PX PX PX PX 65 6 5 9 8 7 7 13 OUTLOT E OUTLOT F 1 4 3 4 5 10 11 9 3 4 2 1 6 7 8 5 13 1 3 10 12 11 8 7 9 6 5 4 2 14 17 2 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.03 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.)28' ROAD (TYP.)50' ROW (TYP.)28' ROAD (TYP.)60' ROW (TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.) 5' WIDE SIDEWALK 10' WIDE TRAIL 10' WIDE TRAIL 5' WIDE SIDEWALK STREET LIGHT (TYP.) 28 ' R O A D ( T Y P . ) 60 ' R O W ( T Y P . ) 10' WIDE TRAIL 5' WIDE SIDEWALK 5' WIDE SIDEWALK WETLAND PROTECTION SIGN (TYP.)STREET LIGHT (TYP.)SEE SHEET L1.02SEE SHEET L1.01 SEE SHEET L1.05 MAP KEY RETAINING WALL PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WAL N U T L A N E XYLOID LANEWALNUT LA N E XYLOID LANE79TH P L A C E 79TH PL A C E THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 5 2 1 1 3 OUTLOT F OUTLOT K 18 19 17 15 121110 14 138 7 5 4 3 1 9 PX PX PX PX PX PX 2 3 1211 3 2 1 4 4 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.04 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK STREET LIGHT (TYP.) 28 ' ROAD (TYP . ) 5 0 ' ROW ( T Y P . ) WETLAND PROTECTION SIGN (TYP.) 5' WIDE SIDEWALK 28' ROAD (TYP.) 50' ROW (TYP.) 8' WIDE TRAIL 8' WIDE TRAIL STREET LIGHT (TYP.) 5' WIDE SIDEWALK28' ROAD (TYP.)50' ROW (TYP.)5' WIDE SIDEWALK STREET LIGHT (TYP.)SEE SHEET L1.05SEE SHEET L1.02SEE SHEET C1.04MAP KEY PX PX PX PX WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 XXXXXXXXXXXXXXXXXXXC SCONTROL 4 7 12 PROPANE TANK SS WALNUT LANE79TH PL A C E 79TH AVE80TH AVE80TH AVEVIRGIL W SPEARS LOURRIENE L SPEARS 8025 CITY RD 116 HAMEL MN 55340 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 16 17 18 19 21 20 23 22 2 3 4 5 6 7 1 18 19 17 15 12 14 13 PX PX 12 OUTLOT F 7 6 5 4 3 2 1 4 5 4 FUTURE 80TH AVE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:22pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.05 LANDSCAPE PLAN ---- MINNESOTA. N 0 50 100 5' WIDE SIDEWALK 28 ' R O A D ( T Y P . ) 5 0 ' R O W ( T Y P . ) STREET LIGHT (TYP.) 5' WIDE SIDEWALK 10' WIDE TRAIL 12' WIDE TRAIL 8' WIDE TRAIL TEMPORARY TURN-AROUND 12' WIDE TRAIL 28' ROAD (TYP.) 50' ROW (TYP.) STREET LIGHT (TYP.) 5' WIDE SIDEWALK STREET LIGHT (TYP.) STREET LIGHT (TYP.)28' ROAD (TYP.)50' ROW (TYP.)SEE SHEET L1.04SEE SHEET L1.03 MAP KEY SOD/SEED Upland Prairie Mix Big Bluestem / Andropogon gerardii Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Switchgrass / Panicum virgatum Little Bluestem / Schizachyrium scoparium Indian Grass / Sorghastrum nutans Common Yarrow / Achillea millefolium Blue Giant Hyssop / Agastache foeniculum White Snakeroot / Ageratina altissima White Prairie Clover / Dalea candida Canada Tick Trefoil / Desmodium canadense Ox-Eye / Heliopsis helianthoides Wild Bergamot / Monarda fistulosa Stiff Goldenrod / Oligoneuron rigidum Clayton's Sweet Cicely / Osmorhiza claytonii Smooth Wild Rose / Rosa blanda Black-Eyed Susan / Rudbeckia hirta Lance-Leaved Figwort / Scrophularia lanceolata Zigzag Goldenrod / Solidago flexicaulis Showy Goldenrod / Solidago speciosa Smooth Aster / Symphyotrichum laeve American Vetch / Vicia americana Golden Alexanders / Zizia aurea Oats / Avena sativa Restoration / Reforestation Area Big Bluestem / Andropogon gerardii Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Switchgrass / Panicum virgatum Little Bluestem / Schizachyrium scoparium Indian Grass / Sorghastrum nutans Common Yarrow / Achillea millefolium Blue Giant Hyssop / Agastache foeniculum White Snakeroot / Ageratina altissima White Prairie Clover / Dalea candida Canada Tick Trefoil / Desmodium canadense Ox-Eye / Heliopsis helianthoides Wild Bergamot / Monarda fistulosa Stiff Goldenrod / Oligoneuron rigidum Clayton's Sweet Cicely / Osmorhiza claytonii Smooth Wild Rose / Rosa blanda Black-Eyed Susan / Rudbeckia hirta Lance-Leaved Figwort / Scrophularia lanceolata Zigzag Goldenrod / Solidago flexicaulis Showy Goldenrod / Solidago speciosa Smooth Aster / Symphyotrichum laeve American Vetch / Vicia americana Golden Alexanders / Zizia aurea Oats / Avena sativa Woodland Restoration Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Oats / Avena sativa Wet Meadow Mix Big Bluestem / Andropogon gerardii Side-Oats Grama / Bouteloua curtipendula Kalm's Brome / Bromus kalmii Nodding Wild Rye / Elymus canadensis Bottlebrush Grass / Elymus hystrix Slender Wheatgrass / Elymus trachycaulus Switchgrass / Panicum virgatum Little Bluestem / Schizachyrium scoparium Indian Grass / Sorghastrum nutans Common Yarrow / Achillea millefolium Blue Giant Hyssop / Agastache foeniculum White Snakeroot / Ageratina altissima White Prairie Clover / Dalea candida Canada Tick Trefoil / Desmodium canadense Ox-Eye / Heliopsis helianthoides Wild Bergamot / Monarda fistulosa Stiff Goldenrod / Oligoneuron rigidum Clayton's Sweet Cicely / Osmorhiza claytonii Smooth Wild Rose / Rosa blanda Black-Eyed Susan / Rudbeckia hirta Lance-Leaved Figwort / Scrophularia lanceolata Zigzag Goldenrod / Solidago flexicaulis Showy Goldenrod / Solidago speciosa Smooth Aster / Symphyotrichum laeve American Vetch / Vicia americana Golden Alexanders / Zizia aurea Oats / Avena sativa Emergent Marsh MixEmergent Marsh Mix American Slough Grass / Beckmannia syzigachne Tall Manna Grass / Glyceria grandis Rice Cut Grass / Leersia oryzoides River Bulrush / Bolboschoenus fluviatilis Bristly Sedge / Carex comosa Lake Sedge / Carex lacustris Tussock Sedge / Carex stricta Least Spikerush / Eleocharis acicularis Marsh Spikerush / Eleocharis palustris Torrey's Rush / Juncus torreyi Three-Square Bulrush / Schoenoplectus pungens Soft Stem Bulrush / Schoenoplectus tabernaemontani Woolgrass / Scirpus cyperinus Sweet Flag / Acorus americanus Common Water Plantain / Alisma triviale Marsh Milkweed / Asclepias incarnata Broad-Leaved Arrowhead / Sagittaria latifolia Giant Bur Reed / Sparganium eurycarpum Temporary Pond Mix Slender Wheatgrass / Elymus trachycaulus Perennial Ryegrass / Lolium perenne Alfalfa / Medicago sativa Red Clover / Trifolium pratense Seeded Turf Sodding Type Lawn SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:27pmDrawing name: \\us0291-ppfss01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.06 PLANT SCHEDULE ---- MINNESOTA. SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:27pmDrawing name: \\us0291-ppfss01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNF-PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L1.07 PLANTING DETAILS ---- MINNESOTA. R .50 PLANT SPACING (ON CENTER) P (FT.) P= PLANT SPACING, R= ROW SPACING .43 R (FT.) .67 .58 .83 .72 1.00 .87 1.25 1.08 1.50 1.30 2.00 1.73 2.50 2.17 3.00 2.60 4.00 3.46 5.00 4.33 6.00 5.20 P P EQ.EQ. PLANTING AS SHOWN ON PLANS STEEL EDGING: 3/16" (7 GAUGE), 6" DEPTH, TOP OF EDGING FLUSH WITH GRADE, COLOR AS SPECIFIED TURF/ SOD AS SPECIFIED STEEL ANCHORING STAKES: 10 GAUGE, 12" LENGTH, 4 STAKES PER EACH 10', INSTALL ON BED SIDE OF EDGER. COLOR AS SPECIFIED UNDISTURBED SUBSOIL NOTE: - CONTRACTOR TO PROVIDE SAMPLES OF STEEL EDGING AND COLOR OPTIONS FOR APPROVAL. - SEE PLANS FOR LOCATION OF STEEL EDGING. STEEL EDGING LOCATED BETWEEN SOD AND PERENNIAL PLANTING AREAS AND TYPICAL EDGER DETAIL BETWEEN PLANTING AREAS AND NATURALIZED AREAS. PX PX PX PX PX PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 25' AVERAGE BUFFER 15' SETBACK - AVERAGE BUFFER WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (50' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BUFFER (25' AVG.) 15' SETBACK WETLAND BOUNDARY 2020 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 WETLAND BOUNDARY 2014 10'-0" 9'- 3 " 18'-3" 10'-0" 20'-4"20'-0" 10 ' - 9 " 3'-3" 2'-8"20'-0" 6'-7" 14'-7" 5'-8" 19'-8" 20'-0"20'- 9 "20'-0"10'- 0 "20'-0"20'-0"20'-0"20'-2"17'-9"20'-4" ME E E E E E CE E E M A I L C E E M A I L E E E PROPANE TANK SS ROCK FLAG WELL E CE E E EC E E EE E E E EC E E EE E E E ECHCE E E E EC E E E E E E E E SS E SS S CC C 32361969.72BL PDTECCCCCH E EOHPOHPOHPOHPOHPOHP TOC 969.93 INV 960.21 E TOC 966.53 INV 958.62 E/W FO - C FO - C FO - C FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO-C FO-C FO-C FO-C FO-C FO-C FO- C G-C G-C G-C G-C UNDERGROUNDGAS MAIN SIGNND UNDERGROUNDGAS MAIN SIGNNDXXXXXXXMAILE E E CLVT CLVT E E C XXXXXXXXXXXXXXE E SCONTROL CLVT OHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP CTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BCTV-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BPROPANE TANK 13003 938.75 13002 SSX FMFMFMFMFMFM FM FM FM FM F M FMFMFMllllllll>>>>>>> > > 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 PX PX PX PX PX PX PX PX PX PX PX PX 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 M CBF WALN U T L A N E XYLOID LANEWALNUT LA N E WALNUT LANEWALNUT LANEWALNUT LAN EXYLOID LANEX Y L O I D L A N E 7 8 T H P L A C E 79TH A VE 79TH P L A C E 79TH PL A C E 79TH AVE 79T H A V E 7 9 T H A V E 79TH AVE79TH AVE7 8 T H P L A C E 78TH PLACEFUTURE 79TH PL80TH AVE80TH AVEC O U N T Y R O A D 1 0 C O U N T Y R O A D 1 0 FUTURE 80TH AVE POINT OF CONNECTION SYMBOL MANUFACTURER/MODEL/DESCRIPTION IRRIGATION BY DEVELOPMENT 2,145 s.f. PERMANENT IRRIGATION IRRIGATION BY OWNER 2,622 s.f. PERMANENT IRRIGATION Febco 825Y 1-1/2" Reduced Pressure Backflow Preventer Baseline BL-3200P Two-wire controller in 16-gauge stainless-steel pedestal enclosure. Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. BF C IRRIGATION SCHEDULE SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 12:29pmDrawing name: \\us0291-ppfss01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970L200.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-CR10, 193804970XSNITHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTJACOB C. BURGSTAHLER8/18/20205447610/19/20RESUBMIT L2.00 OVERALL IRRIGATION PLAN ---- MINNESOTA. N 0 150 300 NOTES: 1. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR MAINTENANCE OF THE PLANTINGS, INCLUDING WATERING, WEEDING, MULCHING, PRUNING, STAKING, WRAPPING, FERTILIZING, AND ALL ELSE NECESSARY TO ENSURE HEALTHY GROWTH OF THE PLANTINGS. 2. TURF ESTABLISHMENT 2.1. WATER SEEDED AND OR SODDED AREAS AS NECESSARY DURING THE ESTABLISHMENT PERIOD TO PROVIDE ESTABLISHMENT OF TURF OVER 90-PERCENT PER EACH SQUARE FOOT OF SEEDED AREAS AND 100-PERCENT OF SODDED AREAS. 3. MAINTENANCE 3.1. MAINTAIN RESTORED AREAS IN ACCORDANCE WITH MNDOT SPEC. 2575.3K AND IN ACCORDANCE WITH THE 2014 MNDOT SEEDING MANUAL. CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE ACTIVITIES AS REQUIRED TO ENSURE PROPER SEED GROWTH, INCLUDING BUT NOT LIMITED WEED CONTROL, WATERING, AND MOWING. 3.2. RESTORED AREAS THAT HAVE BEEN SATISFACTORILY COMPLETED AND ARE DISTURBED BY ADDITIONAL CONSTRUCTION ACTIVITY REQUIRED BY THE TIMING AND SEQUENCING OF THE WORK SHALL BE RESTORED OVER TO THE SAME REQUIREMENTS OF THE ORIGINAL WORK. 3.3. ANY SOD THAT DOES NOT SHOW DEFINITE GROWTH AND ESTABLISHMENT BY THE END OF THE ESTABLISHMENT PERIOD SHALL BE REPLACED AND ESTABLISHED AT THE PROPER SEASON BY THE CONTRACTOR AT HIS/HER EXPENSE. 3.4. SEED MAINTENANCE SHALL BE DONE IN CONFORMANCE WITH THE 2014 MNDOT SEEDING MANUAL - MAINTENANCE REQUIREMENTS FOR YEAR 1. 3.5. WATERING OF SEEDED AND SODDED AREAS SHALL BE DONE THROUGHOUT THE ESTABLISHMENT PERIOD TO ENSURE ESTABLISHMENT OF PERMANENT VEGETATION. THE CONTRACTOR WILL WORK TOGETHER WITH THE OWNER TO CREATE A WATERING SCHEDULE TO HELP ENSURE PROPER WATERING OF THE SEEDING AREAS. THE WATERING MUST BE APPROVED PRIOR TO OCCURRING BY THE OWNER, AND WATER TICKETS FOR SEEDED AREAS ONLY MUST BE SUBMITTED TO THE ENGINEER ON A WEEKLY BASIS. 4. WATERING 4.1. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING. 4.2. WATER TO THOROUGHLY SATURATE ALL PLANTING SOIL. 4.3. BRING PLANTING SOIL TO SPECIFIED LEVEL WITHIN 5-DAYS OF INITIAL WATERING AND SATURATE ADDITIONAL SOIL. 4.4. WATER ALL PLANTS THOROUGHLY AS SOIL MOISTURE IS DEPLETED (AT LEAST ONCE PER WEEK DURING PERIODS OF AVERAGE RAINFALL) UNTIL THE WORK IS ACCEPTED. 5. MULCHING 5.1. PLACE MULCH MATERIAL AS DESCRIBED ON DETAILS WITHIN 48 HOURS OF THE SECOND WATERING, UNLESS OTHERWISE APPROVED BY ENGINEER. DISH TOP OF BACKFILL TO ALLOW FOR MULCHING. 6. PRE-ACCEPTANCE MAINTENANCE PERIOD AND PLANT ESTABLISHMENT PERIOD 6.1. WATER ALL PLANTS TO MAINTAIN AN ADEQUATE SUPPLY OF MOISTURE WITHIN THE ROOT ZONE. AN ADEQUATE SUPPLY OF MOISTURE IS THE EQUIVALENT OF 25 MM (1-INCH) OF ABSORBED WATER PER WEEK EITHER THROUGH NATURAL RAINFALL OR AUGMENTED BY PERIODIC WATERING. APPLY WATER AT A MODERATE RATE SO AS NOT TO DISPLACE THE MULCH OR FLOOD THE PLANTS. WETLAND 2 WETLAND 1 M E E E E E E E CC C 32361969.72BL PDTECCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G- C G- C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E 13 14 OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPFMFMFMFMFMFM FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM llllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 SCOTT & MARIE TREPTAU 20045 CO RD 10 518.60 SW CORNER OF THE SE1/4 OF THE SE1/4 OF CENTER LINE OF COUNTY ROAD #10 5 PX PX 12 8 11 10 7 6 5 9 13 16 14 15 21 17 18 19 20 6 9 8 10 12 11 16 14 112 1.6 0.7 4.1 2.9 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 4.4 3.5 2.4 1.4 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 3.3 3.2 2.8 1.8 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 2.0 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.6 0.6 0.4 0.9 1.2 0.9 0.7 1.2 1.9 2.0 1.4 1.0 0.7 1.7 2.5 3.1 2.8 1.9 1.3 0.8 1.5 2.9 3.8 3.6 3.0 2.5 0.8 1.7 2.9 3.8 5.2 4.0 2.9 0.8 1.6 3.3 4.7 6.1 6.3 4.6 0.8 1.9 2.9 3.9 6.1 6.4 5.6 0.7 1.6 3.0 4.2 5.5 6.4 0.6 1.2 2.3 3.4 4.1 4.5 0.4 0.9 1.6 2.5 3.0 3.1 0.2 0.3 0.4 0.7 1.2 1.7 2.3 0.1 0.1 0.2 0.3 0.5 0.9 1.2 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.2 0.1 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.6 0.6 0.3 0.2 0.1 1.2 0.9 0.5 0.2 2.1 1.9 1.3 0.8 0.3 2.8 3.2 2.8 2.0 1.0 3.7 4.0 3.3 1.9 1.2 5.2 4.5 3.7 2.7 1.3 0.7 5.8 6.1 6.0 3.9 2.5 6.1 6.0 5.7 6.0 7 8 T H P L A C E 78TH PLACC O U N T Y R O A D 1 0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:03pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.01 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.02 MAP KEY C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT 5 8 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 12 11 9 8 10 7 5 6 4 OUTLOT I PX PX PX PX PX PX PX PX PX PX PX 1 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 3 2 1 11 10 7 6 3 OUTLOT A OUTLOT D 5 5 9 10 1 1 11 1 OUTLOT B 2 3 4 65 OUTLOT C 4 3 4 6 5 9 8 7 2 7 10 3 2 1 3 1 3 2 112 17 2 0.7 0.5 0.3 0.7 0.4 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:04pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.02 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.) SEE SHEET E1.04 SEE SHEET E1.03SEE SHEET E1.01 MAP KEY PX PX WETLAND 3 WETLAND 4 WETLAND 4 XXXXXXXXXXXXXXXXXXX9 10 11 FMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 CHURCH OF ST THOMAS 20000 CO RD NO 10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 471.40 518.60 12 11 10 8 9756 17 5 15 14 16 6 12 1 2 3 10 11 13 OUTLOT G OUTLOT H 5 1 OUTLOT J PX PX PX PX PX PX PX 8 9 10 12 11 5 6 3 4 2 1 4 2 3 5 8 9 1 11 65 OUTLOT C 4 6 5 9 8 7 7 3 2 2 1 3 OUTLOT F 1 3 10 12 11 8 7 9 6 5 4 2 14 112 17 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:04pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.03 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.02SEE SHEET E1.01 SEE SHEET E1.05 SEE SHEET E1.05MAP KEY PX WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 E M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C F O - C F O - C 2 3 6 O H P O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. 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NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:05pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.04 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.) 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.7 0.9 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.5 1.8 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 2.4 3.2 3.2 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.1 1.7 2.9 3.3 3.8 4.5 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.1 2.0 2.6 3.3 4.5 5.4 6.0 5.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.8 1.4 2.2 3.3 4.2 5.2 6.3 6.4 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 2.0 3.0 3.5 4.4 5.3 6.3 WALNUT LANE79TH PL A C E 79TH AVE80TH AVE80TH AVESHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:05pmDrawing name: \\US0291-PPFSS01\WORKGROUP\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E1.05 PHOTOMETRIC PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. N 0 50 100 STREET LIGHT (TYP.)SEE SHEET E1.04SEE SHEET E1.03 MAP KEY SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:05pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970E101.dwgXrefs:, 193804970XBRD, 193804970XSXW, 193804970XSXT, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, Photometric_ReusltsTableTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTMIKE FITZPATRICK8/18/20205307810/19/20RESUBMIT E106 PHOTOMETRIC DETAILS ---- PROFESSIONAL ENGINEERMINNESOTA. SHORELAND DISTRICT BOUNDARY SHORELAND DISTRICT BOUNDARY FLOODPLAIN BOUNDARY DELINEATED WETLAND DELINEATED WETLAND FLOODPLAIN BOUNDARY DELINEATED WETLAND DELINEATED WETLAND DELINEATED WETLAND FUTURE PHASE WETLAND BUFFER WETLAND SETBACK WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 4 WETLAND 3 WETLAND 2 WETLAND 1 WETLAND 4 WETLAND 4 WETLAND 4 WETLAND 11 M PROPANE TANK WELL C C C CHC C S CC CCCCCCH AC MAIL C PROPANE TANK TRAN XX1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 11 9 8 10 7 3 4 5 6 2 1 12 11 1089756 17 18 19 21 20 2322 2 3 4 5 15 14 16 6 12 1 2 3 10 11 13 1 3 4 6 7 OUTLOT F OUTLOT G OUTLOT H 1 OUTLOT I 5 1 3 4 2 4 5 7 8 9 OUTLOT K 18 19 OUTLOT J 17 15 121110 141387 5 4 3 1 9 QTY 5 46 6 3 5 2 33 1 5 6 7 8 9 10 1 1 2 3 4 5 6 7 8 9 10 9 8 7 6 4 5 2 3 1 12 8 4 32 1 1110 76 5 6 3 4 2 1 4 2 3 5 1 3 OUTLOT A OUTLOT D 5 8 9 5 9 10 1 13 16 1415 OUTLOT E 1 11 1 21 OUTLOT B 17 1819 20 2 3 4 65 OUTLOT C 2 3 1211 1 3 987654 2 2 4 6 3 4 65 987 2 7 10 1 2 3 4 5 6 7 8 9 32 2 9 10 1211 8 7 5 6 4 2 3 6 1 3 7 15 13 OUTLOT E OUTLOT G 1 OUTLOT F 7 6 5 1 4 3 321 4 4 5 4 10 11 9 3 4 21 6 7 8 5 13 1 3 10 12 11 8 7 9 654 2 16 14 112 17 2 PHASE 1 PHASE 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 1:26pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V100.dwgXrefs:, 193804970XBRD, 193804970XSXT, 193804970XSXW, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSNF-PH 1, 193804970XSNF-PH 2, 193804970XSNF-PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2, 193804970XSNO-PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development Total Acreage of Plat= 103.0 Acres+/- Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 V1.01 PRELIMINARY PLAT SITE PLAN ---- PROFESSIONAL ENGINEERMINNESOTA. O H P XXX X SHORELAND DISTRICT LINE SHORELAND DISTRICT LINE WALNUTLANE XYLOID LANEWALNUTLANEW A L N U T L A N E X Y L O I D L A N E 7 9 T H PLA C E ROADB 7 9 T H A V E 7 9 T H P L A C E 79T H AVE 79TH AVE R O A D E 79TH PLACE ROAD G80THAVECOUNTY ROAD10 C O U N T Y R O A D 1 0 C O U N T Y R O A D 10 SHORELAND DISTRICT LINE 17 18 1 15 16 3 2 4 13 14 6 5 7 8 12 11 9 10 6 2 9 7 9 8 10 1211 84 7 6 5 1 2 3 5 6 4 2 3 1 2 3 4 6 1110 9 8 12 16151413 5 7 1 9 6 8 10 5 7 1 2 1 3 4 5 6 7 8 9 10 2 3 1 12 11 9 8 10 7 3 4 5 6 2 1 7 6 4 5 2 3 1 9 8 12 8 4 32 1 1110 76 15 1089756 6 1 2 3 3 5 4 2 1 5 6 3 4 2 1 10 11 13 17 18 19 21 20 2322 2 3 4 5 15 14 16 12 OUTLOT 1 OUTLOT D OUTLOT A OUTLOT F OUTLOT G OUTLOT HOUTLOT I 1 3 5 8 9 5 6 7 67 3 4 1 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 1:13pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V101.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2, 193804970XSNO-PH 3, 193804970XSNO-PH 1, 193804970XSNO-PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N 0 200 400 SURVEY OF RUSH CREEK RESERVE Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development Total Acreage of Plat= 103.0 Acres +/- E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119 R23 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF SEC. 23, T119, R23 NE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (BROKEN PK NAIL) E. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM) S. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SW CORNER OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 CENTER LINE OF COUNTY ROAD #10 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 VICINITY & ZONING MAP C.S.A.H.10 C.S.A.H.50 SITE ZONED RMF-3 V4.00 OVERALL SURVEY MM REH LHB LHBSURVEYORMINNESOTALINDA H. BROWN23682O U T L O T A A O U T L O T J Legend DENOTES IRON MONUMENT SET DENOTES HENNEPIN COUNTY CIM AND CAPPED "STANTEC 23682" FO-B OHP TREE LINE WETLAND FIBER OPTIC QUALITY LEVEL B OVERHEAD POWER BOUNDARY CENTERLINE EXISTING EASEMENT LINE FLOOD PLAIN BOUNDARY EXISTING LOT LINE EXISTING RIGHT-OF-WAY SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE E CTV C E AC CLVT SCONTROL DELINEATED WETLAND POWER POLE LIGHT POLE TRAFFIC SIGN OUTLET CONTROL STRUCTURE CABLE TV PEDISTAL COMMUNICATION PEDISTAL ELECTRIC PEDISTAL AIR CONDITIONING UNIT CULVERT X X X X WOOD RAIL FENCE WIRE BOX FENCE BARB WIRE FENCE WETLAND SETBACK WETLAND BUFFER DENOTES FOUND MONUMENT SHORELAND DISTRICT LINE TYPICAL 55' LOT 51010 5 5 5 5520' FRONT SETBACK 25' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK STREET R.O.W.12012055 DRAINAGE AND UTILITY EASEMENT 55 MINIMUM LOT AREA - 6,500 SQUARE FEET MINIMUM LOT WIDTH AT FRONT SETBACK - 55 FT MINIMUM LOT DEPTH - 120 FT FRONT YARD SETBACK - 25 FT REAR YARD SETBACK - 25 FT SIDE YARD HOUSE / GARAGE SETBACK - 7.5 FT SIDE YARD STREET SETBACK - 25 FT TYPICAL 65' LOT 51010 5 5 5 5520' FRONT SETBACK 25' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK STREET R.O.W.12012065 DRAINAGE AND UTILITY EASEMENT 65 MINIMUM LOT AREA - 7,800 SQUARE FEET MINIMUM LOT WIDTH AT FRONT SETBACK - 65 FT MINIMUM LOT DEPTH - 120 FT FRONT YARD SETBACK - 25 FT REAR YARD SETBACK - 25 FT SIDE YARD HOUSE / GARAGE SETBACK - 7.5 FT SIDE YARD STREET SETBACK - 25 FT NOTE: ALL PONDS WILL BE PLATTED IN OUTLOTS AND DEDICATED AS DRAINAGE AND UTILITY EASEMENTS IN THE FINAL PLAT TYPICAL TWIN HOME LOT STREET R.O.W.808030 MINIMUM LOT AREA - 4,000 SQUARE FEET MINIMUM LOT WIDTH AT FRONT SETBACK - 30 FT MINIMUM LOT DEPTH - 85 FT FRONT YARD SETBACK - 20 FT REAR YARD SETBACK - 20 FT SIDE YARD HOUSE / GARAGE SETBACK - 5 FT (ONE SIDE ONLY) SIDE YARD STREET SETBACK - 5 FT (ONE SIDE ONLY) 30 510DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT 10105 510 DIMENSIONED. SHOWN THUS: BEING 10 FEET IN WIDTH AND ADJOINING STREET RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DRAINAGE & UTILITY EASEMENTS TYPICAL LOT EASEMENT LINES SETBACK LINES LOT LINES 25' FRONT SETBACK25' REAR SETBACK 5' SIDEEASEMENT55 PHASE 1 PHASE 3 PHASE 3 PHASE 2 7.5' SIDESETBACKOwner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello Road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. AND The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. AND That part of the Southeast Quarter which lies North of Hennepin County Road No. 10 which was formerly called the Minneapolis Monticello Road, described as follows: Beginning at the southwest corner of the West 990.00 feet of said Southeast Quarter; thence North 00 degrees 05 minutes 35 seconds East, assumed bearing along the west line of said East 990.00 feet, a distance of 792.03 feet to the north line of the South 792.00 feet thereof; thence South 53 degrees 19 minutes 41 seconds West, 580.83 feet; thence South 46 degrees 26 minutes 24 seconds West, 139.09 feet to the north line of Hennepin County Road No. 10 and there terminating. 1 CITY OF CORCORAN 8200 CO RD NO 116 HAMEL MN 55340 JOSEPH ANDRES 8220 CAIN RD CORCORAN MN 55340 10-50 PROPERTIES LLC 4279 HAWKSBURY CIR EAGAN MN 55123 CITY OF CORCORAN 8200 CO RD NO 116 CORCORAN MN 55340 DALE & PATRICIA PATNODE 1200 NICOLLET AVE #209 MINNEAPOLIS MN 55403 DALE PATNODE 1200 NICOLLET MALL #209 MINNEAPOLIS MN 55403 PERRY W & MARGARET L MILLER 20102 COUNTY RD #10 HAMEL MN 55340 ST THOMAS THE APOSTLE CHURCH 20020 CO RD NO 10 HAMEL MN 55340 518.60 CENTER LINE OF COUNTY ROAD #10 M E E E E E E C E E CC C 32361 969.72BL PDTECCCC C H OHPOHPOHPOHP F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C FO - C FO- C FO- C FO- C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C FO-C G-C G- C G- C E E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE E OHP OHP OHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP lllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>> >>>>> > > > > > > > > WETLAND 2 WETLAND 1 7 8 T H P L A C E C O U N T Y R O A D 1 0 5 685.003 6 . 0 0 85.00130.63125.00125.81135.3718. 6 0 71.09 58.54 14.13 68.54 57.00 79.12 74.03 3 8 . 1 8 2 8 . 3 3 2 6 . 3 3 3 6 . 0 085.0085.0085.0085.003 6 . 0 0 2 8 . 3 3 2 6 . 3 3 3 8 . 1 8 3 8 . 1 8 3 8 . 1 8 85.0085.002 6 . 3 3 2 8 . 3 3 2 6 . 3 3 85.0085.002 8 . 3 3 3 6 . 0 0 3 6 . 0 0 85.0038 . 1 8 85.0085.0085.0085.0026 . 3 3 28 . 3 3 36 . 0 0 3 8 . 1 8 2 8 . 3 3 3 8 . 1 885.0085.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 8 38.1819.17L=19.0585.00 28.3384.16 28.3328.3336.0084.16 85.00 35.7226.3336.0026.3328.3338.1885.00 85.00 85.00 85.00 85.00 38.1826.3328.3336.0085.00 85.00 85.00 85.00 36.0028.3338.1885.0038.18 26.33 28.33 36.0085.0085.0085.0085.005 9,164 SF 6 7,132 SF 7 8,520 SF 8 8,918 SF 3,060 SF 6 2,238 SF 7 2,408 SF 8 3,060 SF 10 2,238 SF 11 2,408 SF 12 3,060 SF 36.0028.3338.1836.0028.3326.3338.18 38 . 1 8 26 . 3 3 28 . 3 3 36 . 0 0 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development Total Acreage of Plat= 90.4 Acres+/- Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.01 SURVEYMM REH LHB LHBLAND SURVEYORMINNESOTALINDA H. BROWN23682Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY SHORELAND DISTRICT BOUNDARY 3 1 2 ROBERT & THERESA CROUSE 20301 CO RD NO 10 HAMEL MN 55340 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 C E E E M A I L C E E F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C F O - C CLVT CLVT O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P WALNUT LAN E X Y L O I D L A N E 7 8 T H P L A C E79TH AVE 79TH PL A C E 7 8 T H P L A C E C O U N T Y R O A D 1 0 4 3 5 2 4 7 5 4 . 2 9 5 1 . 1 8 4 3 . 3 6 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 4 . 5 3 4 3 . 3 4 5 3 . 1 1 53 . 2 0 2 6 . 3 0 4 3 . 3 3 L =1 6 . 6 9 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 3 4 3 . 3 4 4 3 . 3 4 4 3 . 3 4 4 3 . 3 1 4 3 . 3 4 L = 4 3.0 7 L =42.8 5 L = 43.19 L=43.23 L=47.90 127.19122.43120.00120.00123.92120.27120.01120.00120.00120.00120.00120.00120.00120.00120.00120.00120.81120.0048 . 9 0 47 . 2 9 4 3 . 3 4 4 3 . 3 4 87.2055.07L=55.73L=55.731 2 4 . 6 674.6359.461 2 4 . 8 0 1 2 4 . 9 3 1 2 4 . 6 3 1 2 5 . 0 085.0056.41L=39.8224.54L=6 8 .7 5 L =6 6 .3 6 L =6 6 .3 6 L =7 0 .4 1 L =6 6 .8 4 L =6 4.34 125.08125.44125.7054.4256.92 58.01125.8356.12125.8456.12 57.77 54.821 2 5 . 4 7 125.72 1 2 5 . 1 3 54.451 2 5 . 0 0 85.0084.33L=82.6912 5 . 0 067.851 2 5 . 0 0 L=55.55L=55.5567.851 2 5 . 0 0 125.0067.85L = 117.11 25. 0 1 L = 11 6.8 6L=88.31L=79.8880.1952.5355.141 2 5 . 0 0 1 2 5 . 0 0 125.00125.00125.0056.93 56.93 57.72 L=125.00L=112.71 L =7 9.8 8 L =7 9 .8 8 L =7 9 .8 8 85.0085.0085.0085.0085.003 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.003 8 . 2 1 2 8 . 3 5 2 6 . 3 3 88. 8 9 50.7 4 3 8 . 1 8 2 8 . 3 3 2 6 . 3 3 3 6 . 0 085.0085.0085.0085.003 6 . 0 0 2 8 . 3 3 2 6 . 3 3 3 8 . 1 8 3 8 . 1 8 3 6 . 0 2 2 6 . 3 4 L =1 8 . 7 2 L = 3 7 . 5 7 85.003 6 . 0 0 3 6 . 0 0 85.002 8 . 3 3 3 8 . 1 885.002 8 . 3 3 3 8 . 1 8 85.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 885.0085.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 8 3 8 . 3 9 2 8 . 3 3 2 6 . 3 3 3 6 . 0 0 85.0085.0085.0085.0085.003 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.003 8 . 2 0 84.1084.1084.112 8 . 3 5 3 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.0038.1819.17L=19.0585.00 28.3384.16 28.3326.333 6 . 0 0 1 9 . 0 585.003 8 . 1 8 2 8 . 3 3 85.0085.003 6 . 0 0 3 6 . 0 0 2 8 . 3 3 5 5,847 SF 6 5,556 SF 7 5,201 SF 8 5,200 SF 9 5,200 SF 10 5,200 SF 11 5,200 SF 12 5,200 SF 1 5,200 SF 2 5,200 SF 3 5,200 SF 4 5,256 SF 5 5,202 SF 6 5,728 SF 7 5,709 SF 8 5,442 SF 9 5,422 SF 10 7,591 SF 9 7,576 SF7 7,475 SF6 7,475 SF 5 7,475 SF 4 7,475 SF 3 7,475 SF 2 7,475 SF 1 11,195 SF 1 10,625 SF 1 7,596 SF 2 7,592 SF 3 7,644 SF1 9,308 SF 1 3,245 SF 2 2,238 SF 3 2,408 SF 4 3,060 SF 6 2,238 SF 7 2,408 SF 8 3,060 SF 54.42 54.42124.80124.94L=64.34 L=64.34 9.14 L=49.45 125.0032.68 L=60.86 68.10 44.89 81.97 66.14 105.20 125.59L=85.00 L=55.55 L=55.55L=5 5 .5 5 67.85 L =5 5 .5 5 67.85 127.99125.00125.00125.0067.85 L =5 5 .5 5 L =5 5 .5 5 67.85 125.00L=55.55 3 6 . 0 0 3 6 . 0 0 2 8 . 3 3 OUTLOT A 31,957 SF OUTLOT I 14,970 SF OUTLOT 1 9,882 SF OUTLOT D 16,588 SF SH O R E L A N D DI S T R I C T L I N E SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 V4.02 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT N MAP KEY 3 5 1 2 L=57.85BRIAN D PURRMAN/KIM I SANDEY 7923 CO RD NO 116 HAMEL MN 55340 TIMOTHY & LISA SMITH 7935 CO RD NO 116 HAMEL MN 55340 HENRY R HALLGREN 8001 CO RD NO 116 HAMEL MN 55340 471.40 CLVT>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXWETLAND 3 WETLAND 4 WETLAND 4 WALNUT LANE7 8 T H P L A C E 79 T H A V E 79TH AVE7 8 T H P L A C E 5 8 9 7 3 4 125.08125.00125.0056.93 56.93 57.72 L=125.00L=112.71 L =7 9.88 123.645 5 . 0 0 6 5 . 0 0 120.00L =55.1 6 6 5 . 0 0 120.005 5 . 0 0 5 5 . 0 0 6 5 . 0 0 6 5 . 0 0 120.00120.005 5 . 0 0 5 5 . 0 0 120.005 5 . 1 7 120.00L = 6 8.2 2 51. 4 0 L=83.31 120.00L=88.79 58.41 L =8 2 .2 1120.00119.9850.34 54.94 58.68 52.38 120.001 2 0 . 0 052.41L =6 9 .5 2 L=82.161 2 0 . 0 0 L=69.5251.2612 0 . 0 059.25L=81.05L=79.25119.9 451.71L=79.45120.1051.80120.1451.13 120.02 6 7 . 3 6 L=78.4065.03L=55.49119.90 119.84 119.83 65.03L=55.4976.86L=65.60119.8865.05L=55.50119.78L=57.2957.0088 . 8 9 51. 6 5 6 5 . 0 0130.85125.00125.005 7 . 0 0 125.00125.00125.006 5 . 0 0 5 5 . 0 0 123.94129.73130.63125.00125.81135.37154.76186.17 2 3 3 . 0 6 2 1 1 . 8 4 13 6 . 4 4 7 6 . 4 2 5.5 3 93. 5 8 18. 6 0 71.09 58.54 14.13 68.54 57.00 79.12 74.03 81.12 92.68 52.00 66.90106.4550.7 4 L = 5 5.2 0 6 5 . 0 0 5 7 . 0 0 6 5 . 0 0 5 7 . 5 0 L = 6 7.6 7 L=72.18 L=70.04 L=55.75 L=55.5 9 31.73 L =2 5 .2 9 L =5 7 .9 2 L =5 5 .6 1 L =5 5 .6 0 L=55.61L=55.61L=55.615 6,600 SF L =6 1 . 4 6 85.003 6 . 0 0 3 6 . 0 0 85.002 8 . 3 3 3 8 . 1 885.002 8 . 3 3 3 8 . 1 8 85.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 885.0085.0085.003 6 . 0 0 2 8 . 3 3 3 8 . 1 8 3 8 . 3 9 2 8 . 3 3 2 6 . 3 3 3 6 . 0 0 85.0085.0085.0085.0085.003 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.003 8 . 2 0 84.1084.1084.112 8 . 3 5 3 8 . 1 8 2 6 . 3 3 2 8 . 3 3 3 6 . 0 0 85.0038.1819.17L=19.0585.00 28.3384.16 28.3326.3336.0026.3328.3338.1885.00 85.00 85.00 85.00 38.1826.3328.3336.0085.00 85.00 38.18 85.00 28.33 85.00 36.0085.0085.003 8 . 1 8 2 8 . 3 385.0085.003 6 . 0 0 1 9 . 0 585.0085.003 8 . 1 8 2 8 . 3 3 3 8 . 1 885.0085.003 6 . 0 0 3 6 . 0 0 2 8 . 3 3 3 6 . 0 0 10 7,591 SF 9 7,576 SF 1 7,596 SF 2 7,592 SF 3 7,644 SF 5 7,004 SF17 7,043 SF 16 8,302 SF 15 7,037 SF 14 7,038 SF 13 7,599 SF 12 8,278 SF 11 8,392 SF 10 8,362 SF 6 8,035 SF 3 8,485 SF 2 8,669 SF 1 7,641 SF 4 7,800 SF 3 6,600 SF 2 7,800 SF 1 6,659 SF 2 8,475 SF 3 8,125 SF 4 7,125 SF 5 8,125 SF 6 6,875 SF 5 9,164 SF 6 7,132 SF 7 8,520 SF 8 8,918 SF 9 10,762 SF 10 13,766 SF 11 16,570 SF 12 10,960 SF 54.42 54.42124.80124.94L=64.34 L=64.34 9.14 L=49.45 125.0032.68 L=60.86 68.10 44.89 81.97 66.14 105.20 125.59L=85.00 L=55.55 L=55.55L=5 5 .5 5 67.85 127.99125.00125.0065.0055.0057.00125.00 176.93176.93125.00 176.93125.00 74.35120.00 3 6 . 0 0 2 8 . 3 3 36.0028.3338.18 3 8 . 1 8 L=34.26 OUTLOT G 13,391 SF OUTLOT H 20,775 SF SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.03 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682N Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY WETLAND (TYP) WETLAND BFFER (TYP) WETLAND SETBACK (TYP) 4 THOMAS J & SUSAN STOCK 7202 TOPVIEW RD EDEN PRAIRIE MN 55346 JOHN C GLEASON 20310 CO RD NO 10 HAMEL MN 55340 NE CORNER OF THE NE1/4 OF THE SW1/4 OF THE SEC. 23, T119, R 23 E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119, R23 M A I L E PROPANE TANK SS ROCK FLAG WELL FO - C FO - C F O - C F O - C F O - C F O - C X X X X X X X X O H P O H P O H P O H P O H P OH P OH P 13003 938.75 13002 WETLAND 10 WETLAND 9 WETLAND 6 WETLAND 8 WETLAND 7 WETLAND 5 WETLAND 11 WAL N U T L A N E XYLOID LANEWALNUT L A N E XYLOID LANE79.0055.0058.401 3 1 L=66.73 L =66.73L=7 4 .4 6 L=77.49L=55.43L=55.94L=56.0055.00120.0055.00120.00 120.00 55.00120.00 55.00120.0055.00120.00 120.0055.0032. 1 8 L=103.32 55.00120.00 L =6 5 .5 340.54L=14.1 9 76.7055.00111.81L =8 5 .9 2 L=66.73L=86.2255.0055.0055.0081.7461.1953.1052.76 129.11 132. 5 0 138. 1 8 13 0 . 8 0 102.1357.5679.52136.85 18.4612.16 12.75 133.24135. 1 7 132.50146.40146.40132.50 1 3 2 . 5 0 92.12 1 4 4 . 9 5 30.51124.00L =6 8 .4 8 L=31.59L=55.3027.65L=55.30 L =5 5 .3 0 L =5 7 .3 1 L =5 5 .3 0 L =5 5 .2 4 L =5 7 .6 3 L =5 5 .5 8 L=55.58 L=55.58 L=55.58 L=55.58 L=101.06 121.6261.3761.37 63.60 61.61 60.40 67.91 67.78 70.69 124.0170.71 67.7 8 41.0 2 124.00 1 2 4 . 0 0 1 2 4 . 0 0 1 2 4 . 0 0 124.00124.00124.00123.86124.03124.02124.00124.22124.00124.00L=5.2931.20120.05 125.28 L=42.69L=42.75138.99 L=131.21164.89164.8959.11L=42.4643.01L=57.48L =6 2 .4 3 76.87120.94 120.985 9 . 5 9 5 4 . 5 5 4 6 . 7 7 51.33 66.65 66.60 66.5954.73 125.00125.00 125 .00 1 2 5 . 0 0 56.471 2 5 . 0 0 52.5252.52 1 2 5 . 0 0 L =5 6 .5 4 L =5 5 .5 7 L =5 5 .5 3 L=55.53L=58.11L=60.04L=6 0 .0 4 L =6 0 .0 4 L =6 0 .2 1 L =6 8 .0 5 L=68.05 L=68.05 L=68.05 L=68.05 L = 6 8 . 3 752.52 52.67 51.91 48.53 48.53 48.53 48. 4 3 48.074 7 . 5 3 125.00125.00125.00125.00125.00125.00125.00125.00125.00125.00L =5 5 .7 3 L =5 5 .7 3 L =6 0 .0 0 L =6 0 .0 0 L =5 5.7 3 L=55.73 63.1563.15 63.15 63.15 63.15 67.98 67.98 63.15 63.15 124.22124.12124.09124.12124.24124.43124.68125.00L =2 8 .3 3 32.88 L =80 . 1 3 1 9,033 SF 2 6,003 SF 3 6,413 SF 10 7,805 SF9 7,796 SF8 7,241 SF7 7,241 SF 6 7,245 SF 2 8,649 SF 3 10,972 SF 4 7,078 SF 5 7,426 SF 6 7,421 SF 7 7,420 SF 8 7,194 SF 9 7,170 SF 10 7,170 SF 11 7,170 SF 12 7,191 SF 13 7,236 SF 14 7,633 SF 15 7,633 SF 16 7,633 SF 6 7,377 SF 2 7,840 SF 18 9,698 SF 17 6,600 SF 16 6,600 SF 15 6,600 SF 14 11,481 SF 13 10,954 SF 12 11,668 SF 11 11,668 SF 10 12,105 SF 9 13,830 SF 8 10,834 SF 7 7,519 SF 6 8,381 SF 5 7,914 SF 4 6,600 SF 3 6,600 SF 2 6,600 SF 1 11,290 SF 10,859 SF36.46161.28L=55.73 L=55.73 L=40. 63.15 53.60 62.18 128.84125.16125.2163.15 OUTLOT F 436,622 SF SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION CHECKED Plot Date: 10/19/2020 - 2:12pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN1938049702335 Highway 36 WSt. Paul, MN 55113www.stantec.comFINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.04 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682N Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY SHORELAND DISTRICT BOUNDARY WETLAND (TYP) WETLAND BFFER (TYP) WETLAND SETBACK (TYP) 6 7 4 DANIEL P CARLSON 8045 CO RD NO 116 HAMEL MN 55340 RONALD L RUEHLING 8065 CO RD NO 116 HAMEL MN 55340 DUANE J & JANICE C POPOVICH 8101 CO RD NO 116 HAMEL MN 55340 CHARLES & KAREN LYMANGOOD 8105 CO RD NO 116 HAMEL MN 55340 MR & MRS DAVID FOY 8115 CO RD NO 116 HAMEL MN 55340 CLVT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXC CLVT SCONTROL PROPANE TANK SS WETLAND 4 WETLAND 4 WETLAND 11 WALNUTLANEAVE80THAVE7 L=55.58 L=55.58 L=55.58 L=101.06 121.62L=59.18L=59.18L=59.1870.69 70.71 67.78 41.02124.00124.22124.00124.00L=59.17L=59.18L=59.20L=57.34L=57.9380.0154.89L=55.30L=65.31L=65.30L=55.26L=55.25L=55.25L=65.30L=55.1826.66L=97.5811.61L=6 9 .8 0 L=68.05 L=68.05 L=68.05 L = 6 8 . 3 7 48.53 48.43 48.07 4 7.5 3 125.00125.00125.00125.00125.00L=55.73 63.15 125.001 5 6 .6 7 L =89.38 1 2 0 .0 0 74.21L=66.7342.2260.95120.00 38.4033.0255.001 2 0 . 0 0 L=57.12L =6 6 .7 3 120.0038.4033.026 5 .0 0 38.40 33.02 55.00 3 3.0 2 L=57.12 120.001 3 4 .3 3 L=41.60L=57.08121.96 124.80 125.0057.0098.1757.0057.0016 7,633 SF 3 7,124 SF 2 7,048 SF 1 8,919 SF 23 9,717 SF 22 11,387 SF 21 9,717 SF 20 11,360 SF 19 10,234 SF 9 7,710 SF 8 7,045 SF 7 6,907 SF 6 6,907 SF 5 6,907 SF 4 6,907 SF 3 6,907 SF 2 6,907 SF 1 10,859 SF 2 6,599 SF 3 6,793 SF 4 8,064 SF 5 8,071 SF 6 6,836 SF 7 6,835 SF 8 6,835 SF 9 8,071 SF 10 8,839 SF 11 9,767 SF 12 8,833 SF 120.005 7 .8 7120.0050.73120.00 57.84120.00 120.00 71.1960.25120.00 120.00 60.2560.25120.00 71.1912 0.00 71.201 1 9.7 9 51.8395.8745.001 2 0.0 0 1 1 9.8 836.4653.191 2 1.0 0 161.281 2 1.0 053.19121.0053.1953.19121.00 121.0053.19121.0053.1959.82121.00 121.0076.27120.07L=65.99L=55.60L=55.621 2 5.0 0 1 2 5 .0 0 68.3268.141 25.00 L=55.73 L=55.7 63.15 53.60 62.18 128.84125.16125.2163.15 SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 10/19/2020 - 5:03pmDrawing name: V:\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970V102.dwgXrefs:, 193804970XBRD, 193804970XSXV, 193804970XSXT, 193804970XSXW, 193804970XSXV200SCALE, 193804970XSPV, 193804970XSPV - PH 3, 193804970XSPV - PH 1, 193804970XSPV - PH 2THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.M/I HOMESRUSH CREEK RESERVE, CORCORAN, MN 193804970FINAL PLANNED UNIT DEVELOPMENTDAVID AHRENS8/18/20202171110/19/20RESUBMIT Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 V4.05 SURVEYMM REH LHB LBHLAND SURVEYORMINNESOTALINDA H. BROWN23682N Owner/Developer: M/I HOMES 5354 PARKDALE DR #100 ST. LOUIS PARK, MN 55416 MAP KEY WETLAND (TYP) WETLAND BFFER (TYP) WETLAND SETBACK (TYP) Drawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG03-09-2020-------COMMUNITY STREET ADDRESS CITY, MN WOODWARD CUSTOMER -- --7FRONT ELEVATION (3 UNIT) AFront Elevation Plan ADrawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG03-09-2020-------COMMUNITY STREET ADDRESS CITY, MN WOODWARD CUSTOMER -- --8SIDE & REAR ELEVATION (3 UNIT) A Rear Elevation PlanSide Elevation PlanSide Elevation Plan Drawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG3-16-2020WPT0900WOODWARD PONDS TBD COTTAGE GROVE, MN WOODWARD BUILDING 9 -- --6FRONT ELEVATION A3/16"=1'-0"1FRONT ELEVATION ADrawing No.Revisions / Custom OptionsCommunity: Address: City: Sheet Title: 5354 Parkdale Dr. #100 St. Louis Park, MN 55416763.586.7200 Lot: Block: Date By These plans are exclusive property of M/I Homes. All drawings and specifications are instruments of service copyrighted by M/I Homes, Inc. and must be returned upon request. These plans are for construction purposes only. These plans may vary from model homes and marketing materials. Contractor to verify suitability of plans with owner. These plans are exclusive property of M/I Homes. Model:Elevation:Client:This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17"Date:Drawn By:Job #X X Final Approval Date minneapolispermits@MIHOMES.com Addition:PFG3-16-2020WPT0900WOODWARD PONDS TBD COTTAGE GROVE, MN WOODWARD BUILDING 9 -- --7SIDE & REAR ELEVATION A 3/16"=1'-0"1REAR ELEVATION3/16"=1'-0"3SIDE ELEVATION3/16"=1'-0"2SIDE ELEVATION DATE PROJ. NO.Plot Date: 10/20/2020 - 3:32pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970EXH_PROPENSPACE.dwgXrefs:, 193802577XSPV - PH 1, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSPV-PH2 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com PROPOSED OPEN SPACE AREA M/I HOMES RUSH CREEK RESERVE 10/19/20 193804970 FIGURE OS-2 TOTAL AREA = 103.27 AC OPEN SPACE AREA 47.41 AC PERCENT OF OPEN SPACE = 45.9% DATE PROJ. NO.Plot Date: 10/19/2020 - 3:06pmDrawing name: \\US0291-PPFSS01\workgroup\1938\active\193804970\CAD\Dwg\Plan Sheets - Final PUD Plans\193804970EXH_PRTREEPRES.dwgXrefs:, 193802577XSPV - PH 1, 193804970XSXV, 193804970XSPV - PH 3, 193804970XSPV - PH 2, 193804970_07-20-2020_trees_gps_survey 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com TREE PRESERVATION COMPARISON M/I HOMES RUSH CREEK RESERVE 10/19/20 193804970 FIGURE OS-2 PROPOSED TREE REMOVAL PLAN APPROVED TREE REMOVAL PLAN OVERLAP AREA OF PROPOSED AND APPROVED TREE REMOVAL East line of the SoutheastQuarter of Sec. 23, Twp. 119,Rng. 231844.37S00°05'35"W1 3 2 .1 2 N 3 6 °1 7 '1 2 "W 471.40 471.40 471.40 E X C E P T I O NE X C E P T I O N E X C E P T I O N 518.60 990.00 E X C E P T I O N West line of the SoutheastQuarter of Sec. 23, Twp. 119,Rng. 23 6 6.0 0 F O O T RI G H T O F W A Y P E R H E N N E PI N C O U N T Y S T A T E AI D H I G H WA Y N O . 1 0, P L A T 8 F O R C .S.A. H . 1 0 ( D O C . N O . 3 8 6 7 0 1 3) SE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM) Northeast corner of the Southeast Quarter of Sec. 23, Twp. 119, Rng. 23 North line of the Southeast Quarter of Sec. 23, Twp. 119, Rng. 23 518.62 N89°26'36"W FND 1/2 IP OPEN FND IP RLS 12755 FND IP FND 1" IP FND IP RLS 10938 1 2 3 5 6 7 8 9 10 11 1 2 3 4 65 2 3 4 5 6 16 17 20 12 9 13 5 8 4 3 2 1 1918 1415 1110 76 2 1 87 5 4 3 6 9 OUTLOT A OUTLOT B OUTLOT C 1 OUTLOT F 7 9 T H AV E .4963.885 1 3 .6 7 R = 5 6 9 5. 7 7 Δ = 0 5 ° 1 0'0 2 " 1 0 8 8.0 2 N 4 1 ° 2 7'1 4 "W792.00OUTLOT D OUTLOT E OUTLOT H S89°36'01"E 3385.21 26.87N46°43'16"W499.76 N55°01'54"W 111.43R=1638.52Δ=03°53'48"533.00S00°03'25"E300.00 S89°56'35"W N00°03'25"W849.88776.35S00°05'35"W125.00N68°58'36"W 19.38N29°31'00"E1 0 8 .9 0 N 7 6 °3 4 '3 6 "W 2 .4 5 N 2 9 °2 6 '2 4 "E 226.15 N 47°18'36" W139.09S46°26'24"WN29°31'00"E194.1562.67N 89°28'17"W 514.30 R=3545.77 Δ=08°18'38"121.16R =445.48Δ =15°34'58"CB =S15°34'58"E1700.51125.85 N 00°03 '25"W SEE SHEET 2 OF 5 WET LAND WET LAND WET LAND WET LANDWETLAND WET LAND WET LAND WET LAND WET LAND SW CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM)E X C E P T I O N 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 4 5 3 1 2 6 7 8 O U T L O T G 1150.23 SEE SHEET 4 OF 5 SEE SHEET 5 OF 5 SEE SHEET 3 OF 5511.22XYLOID AVE. 7 8 T H P L A C E W A L N U T L A N E WALNUTLANE80THAVE.Drainage & Utility Easement over all of Outlot D Drainage & Utility Easement over all of Outlot E Drainage & Utility Easement over all of Outlot F RUSH CREEK RESERVE 1ST ADDITION VICINITY MAP C.S.A.H . 1 0 C.S.A.H.50 SITE FLETCHERLANESHEET 1 OF 5 SHEETS KNOW ALL MEN BY THESE PRESENTS: That Corcoran Bay Holdings, LLC, a Minnesota limited liability company, owner of the following described property situated in Hennepin County, Minnesota to wit: That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. AND The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. AND That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. AND That part of the Northwest Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, lying West of the center line of County Highway No. 10. Has caused the same to be surveyed and platted as RUSH CREEK RESERVE 1ST ADDITION and does hereby dedicate to the public for public use forever the public ways and the easements for drainage and utility purposes as shown on this plat. In witness whereof said Corcoran Bay Holdings, LLC, a Minnesota limited liability company, hereunto set his hand this ____________ day of _______________, 20___. ______________________________________________ ________________________its____________________ STATE OF MINNESOTA COUNTY OF _____________________ The foregoing instrument was acknowledged before me this ______ day of ________________, 20_____ by ____________________________, _________________________________its_________________. ___________________________________________(Notary Signature) ___________________________________________(Notary Printed Name) Notary Public, ____________________County, State of Minnesota My Commission Expires __________________________________ SURVEYOR'S CERTIFICATE I hereby certify that this plat of RUSH CREEK RESERVE 1ST ADDITION is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as of the date of the surveyor's certification are shown and labeled on the plat: that all public ways are shown and labeled on the plat. I further certify that this plat was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. ____________________________________________________________ Linda H. Brown, Licensed Land Surveyor Minnesota License Number 23682 STATE OF MINNESOTA COUNTY OF ____________ The foregoing Surveyor's Certificate was acknowledged before me this _______ day of ___________________, 20__ by Linda H. Brown, Licensed Land Surveyor. Minnesota License Number 23682. ________________________________________(Notary Signature) ________________________________________(Notary Printed Name) Notary Public, _______________ County, State of Minnesota My Commission Expires _____________________________ CORCORAN, MINNESOTA This plat of RUSH CREEK RESERVE 1ST ADDITION was approved and accepted by the City Council of Corcoran, Minnesota, at a regular meeting thereof held this _____ day of _________________, 20___. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minn. Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF CORCORAN, MINNESOTA By __________________________________________________________ Mayor by__________________________________________________________ City Clerk By___________________________________________________________City Engineer BEARING ORIENTATION BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 119N, RANGE 23W, WITH A BEARING OF SOUTH 89 DEGREES 36 MINUTES 01 SECONDS EAST. PLUG INSCRIBED WITH "STANTEC 23682" IRON MONUMENT SET WITH PLASTIC DENOTES 1/2 INCH BY 14 INCH DENOTES IRON MONUMENT FOUND GRAPHIC SCALE IN FEET 0 200 400 DENOTES HENNEPIN COUNTY CAST IRON MONUMENT 105 510 BEING 10 FEET IN WIDTH AND ADJOINING STREET RIGHT OF WAY LINES AND 5 FEET IN WIDTH AND ADJOINING LOT LINES AS SHOWN ON THIS PLAT, UNLESS OTHERWISE DIMENSIONED. DRAINAGE & UTILITY EASEMENTS SHOWN THUS (NTS) RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that the taxes payable in 20_____ and prior years have been paid for land described on this plat, dated this _________ day of ________________, 20_____. Mark V. Chapin, County Auditor by _______________________________________ Deputy SURVEY DIVISION, Hennepin County, Minnesota. Pursuant to MN. STAT. Sec. 383B.565 (1969), this plat has been approved this _____ day of_________________, 20____. Chris Mavis, County Surveyor by _______________________________________________ COUNTY RECORDER, Hennepin County, Minnesota. I hereby certify that the within plat of RUSH CREEK RESERVE 1ST ADDITION was recorded in this office this ______day of _______________ 20_____, at _______o'clock ___M. Mark McCormick, County Recorder by ___________________________________ Deputy N 3 6 ° 1 7'1 2 "W1 3 2 . 1 2 N89°36'01"W 2210.00N89°36'01"W 1175.21N 46°43'16" W 26.87 L =514.30 R = 3545.77 Δ = 8°18'38" N55°01'54"W 449.76 L=111.43 R=1638.52 Δ=3°53'48"S0°03'25"E533.00S89°56'35"W 300.00 S0°03'25"E849.88L = 5 1 3.6 7 R = 5 6 9 5 .7 7 Δ = 5 ° 1 0'0 2 " N 4 1 ° 2 7'1 4 " W 1 0 8 8.7 3 N46°26'24"E 136.78 S47°18'36"E 226.15 S76°34'36"E 108.90 S29°31'00"W 19.38 S68°58'36"E 125.00 S29°31'00"W 194.15 L=121.16R=445.4 8Δ=15°34'5 8 " N89°28'17"W 62.67N0°05'35"E776.35S89°26'36"E 518.62 N0°05'35"E1844.37>>>>>>>>>>>>>>>>O H P XXX X 7 6 5 4 3 2 1 9 8 1 2 3 4 5 2 1 3 1213 6 7 8 9 10 11 14 15 16 17 3 2 1 5 4 20 18 17 19 16 15 1412 13 7 118910 5 6 3 4 21 16 151413 17 12111098 7 6543 2 1 14131211768910 54 3 2 1 1211109876543 2 1 9876543 2 1 65432 1 181716 3 15 14 13 11 12 9 10 8 7 6 5 4 1 2 1 2 3 4 5 7 6 9 8 10 11 13 1412 5 13 12 11 10 1 9 8 2 4 7 3 10 9 12 13 14 15 16 7 6 8 18 17 3 5 2 4 1 7 651423 6 7 8 5 3 4 1 2 9 11 12 10 13 22 23 21 15 16 19 18 17 14 1 2 3 4 2 3 1 5 6 4 9 10 7 8 1 2 3 4 5 6 ROAD A ROAD B ROADC R O A D C ROADDR O A D D R O A D D R O A D E R O A D F ROADCR O A D G R O A D F ROADFROADI85050 50 505050 50 5050 5 0 50 5 0 505050 50 50 50505050 505 0 50 50 R=60 R =6 0 R=604 2.5 4 2.5 8 5 505045 50 4515 78 910 1211 1314 5 6 1 2 43 4 12 3 7 65 8 9 6 60BLOCK 1 LOTS 1 2 3 4 5 6 7 8 9 AREA/SQ FT 9622.81 6600.00 8117.32 9414.13 9324.28 9456.06 9927.58 9324.28 18462.07 BLOCK 2 LOTS 1 2 3 4 5 AREA/SQ FT 6888.93 6868.79 6870.00 7228.45 13996.66 BLOCK 3 LOTS 1 2 3 AREA/SQ FT 9577.29 6600.00 6555.77 BLOCK 4 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AREA/SQ FT 12801.12 7800.00 7800.00 7861.22 10191.41 9170.97 9819.64 11036.15 11036.15 11036.15 11036.15 9499.25 11857.04 7800.00 7800.00 7800.00 10688.85 BLOCK 5 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 AREA/SQ FT 8426.57 8408.40 8162.39 8115.36 8116.42 8116.67 8094.75 8434.39 8429.28 8429.28 8429.28 8429.28 11490.94 12254.40 9351.76 9400.74 9400.74 9392.06 9418.47 9593.00 BLOCK 6 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AREA/SQ FT 7800.00 8867.53 11845.96 8099.13 8735.95 8602.50 8213.01 8368.79 8241.59 8264.84 8405.55 8551.72 8542.12 8731.36 8715.49 8731.44 8719.54 BLOCK 7 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 AREA/SQ FT 10800.00 7968.97 8214.80 8411.96 8411.96 8178.24 8416.29 8416.29 8178.24 8411.96 8411.96 8178.24 8369.50 10435.31 BLOCK 8 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 AREA/SQ FT 10800.00 7992.67 8167.83 8167.83 8167.83 8167.83 8167.83 8167.83 8167.83 8093.77 8139.34 11768.60 BLOCK 9 LOTS 1 2 3 4 5 6 7 8 9 AREA/SQ FT 13529.88 8429.28 8429.28 8429.28 8429.28 8429.28 8429.28 8429.28 13130.78 BLOCK 10 LOTS 1 2 3 4 5 6 AREA/SQ FT 11337.18 8542.12 8542.12 8542.12 8542.12 10972.23 BLOCK 11 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AREA/SQ FT 11827.49 7849.13 8511.08 7430.90 6837.18 6600.00 6600.00 6600.00 6600.00 6600.00 6600.00 6600.00 6625.06 7097.93 7214.24 7031.47 7008.01 7533.22 BLOCK 12 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 AREA/SQ FT 6955.94 6694.09 6626.15 6600.00 6600.00 6600.00 6600.56 6995.05 7219.10 7347.32 7282.97 7477.44 7216.39 8881.17 BLOCK 13 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 AREA/SQ FT 14344.11 6598.13 6600.00 7153.05 8635.75 7950.00 6600.00 6600.00 6947.32 7839.14 7302.88 6600.00 11887.02 BLOCK 14 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AREA/SQ FT 10064.92 6608.18 6600.00 7076.20 7626.67 10088.47 8331.71 7381.80 6875.00 6875.00 7631.70 8240.70 6921.30 6875.00 6875.00 6875.00 7003.18 11565.76 BLOCK 15 LOTS 1 2 3 4 5 6 7 8 AREA/SQ FT 12795.84 10528.73 9794.09 10986.54 13501.00 18564.66 20182.26 12943.45 BLOCK 16 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 AREA/SQ FT 9774.33 9000.00 9000.00 9000.00 9714.22 10325.89 10000.58 10032.78 9981.76 9981.76 9981.76 10028.68 10179.53 10210.88 9518.60 9651.07 9872.97 9607.32 14267.07 12005.05 12153.70 12755.28 12755.28 BLOCK 17 LOTS 1 2 3 4 AREA/SQ FT 10864.08 9410.60 9437.60 9719.13 BLOCK 18 LOTS 1 2 3 4 5 6 AREA/SQ FT 9607.31 9151.53 9110.96 9387.14 9766.23 9734.70 BLOCK 19 LOTS 1 2 3 4 5 6 7 8 9 10 AREA/SQ FT 12764.38 9127.69 9514.72 9524.09 9347.32 9347.32 9335.57 9928.06 10760.45 10257.83 BLOCK 20 LOTS 1 2 3 4 5 6 7 8 9 AREA/SQ FT 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 25296.60 BLOCK 21 LOTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AREA/SQ FT 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 2400.00 86862.68 OUTLOTS OUTLOTS A B C D E F G H I J K L M N AREA/SQ FT 5925.89 40838.20 176255.78 21389.72 29963.80 121212.65 37356.73 43657.01 25210.32 4651.98 3148.77 87208.31 12569.93 599409.89 O P Q R 29140.02 8721.41 4168.36 22166.73 S T U V 3735.93 150350.58 69626.26 1930.08 W 14606.59 X Y Z 566.02 64585.73 51585.74 AA 2666.70 OUTLOTS OUTLOTS AREA/SQ FT OUTLOTS OUTLOTS AREA/SQ FT SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFPRINT NAME:SIGNATURE:DATE:LIC. NO. REVISION CHECKED Plot Date: 11/21/2014 - 11:35amDrawing name: V:\1938\miscellaneous\193802577\CAD\Dwg\193802577V401.dwgXrefs:, 193802577XSPV, 193802577XBRD, 193802577XSXV, 193802577XSXT, 193802577V301TOPO, 193802577XSXW, 193802577XSXV200SCALETHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.PEACHTREE PARTNERSSAWGRASS, CORCORAN, MN 193802577 N 0 200 400 Legal Description per Title Commitment File No. 37676 Tract A: That part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota which lies North of Hennepin County Road #10 which was formerly called the Minneapolis Monticello road, excepting therefrom the following described parcels (Parcels 1 through 7): Parcel 1: The East 471.40 feet of the Southeast Quarter of Section 23, Township 119, Range 23. Parcel 2: The West 518.60 feet of the East 990.00 feet of the South 792.00 feet of the Southeast Quarter of Section 23, Township 119, Range 23. Parcel 3: All that part of the Southeast Quarter of Section 23, Township 119, Range 23 described as follows: Beginning at the Southwest corner of the Southeast Quarter of said Section 23; thence East a distance of 1289.70 feet; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 200.00 feet; thence South 77 degrees 8 minutes East a distance of 108.90 feet; thence South 28 degrees and 53 minutes West to a point in the South line of the Southeast Quarter of the Southeast Quarter distant 5.80 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter said last described point being the point of beginning of the land to be described; thence North 28 degrees 53 minutes East a distance of 280.63 feet; thence South 69 degrees and 32 minutes East a distance of 125.00 feet; thence South 28 degrees and 53 minutes West a distance of 230.20 feet to the South line of the Southeast Quarter of the Southeast Quarter; thence West 141.37 feet to the actual point of beginning. PRELIMINARY PLAT OF SAWGRASS Land Surveyor: Linda H. Brown Stantec Consulting 3717 23rd Street South St. Cloud, MN 56301 320-229-5535 Owner/Developer: Peachtree Partners David Newman 1521 94th Lane NE Minneapolis, MN 55449763-792-8975 Current Zoning - UR (Urban Reserve) and RMF-3 High Density Residential Proposed Zoning - PUD (Planned Unit Development) Total Acreage of Plat = 103.32 Acres+/- E. LINE OF NE1/4 OF SW1/4 OF SEC. 23, T119 R23 SURVEY LINE PER HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 NE CORNER OF THE NE1/4 OF THE SW1/4 OF SEC. 23, T119, R23 NE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (BROKEN PK NAIL) E. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SE CORNER OF THE SE1/4 OF SEC. 23, T119, R23 (HENNEPIN CTY CIM) S. LINE OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 SW CORNER OF THE SE1/4 OF THE SE1/4 OF SEC. 23, T119, R23 CENTER LINE OF COUNTY ROAD #10 66.00 FOOT RIGHT OF WAY FOR C.S.A.H. 10 PER DOC. NO. 3867013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 OUTLOT A OUTLOTBOUTLOT C OUTLOT D O U TLO TEO U TLO TFOUTLOTGOUTLOTH OUTLOT I 11 OUTLOTOO U TLO TPOUTLOT M OUTLOT N VICINITY & ZONING MAP C.S.A.H.10 C.S.A.H.50 SITE ZONED UR ZONED RMF-3 Parcel 4: All that part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter of the Southeast Quarter distant 147.17 feet East of the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees and 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter of the Southeast Quarter and distant 330.00 feet East of the Southwest corner of the Southeast Quarter of the Southeast Quarter, thence South parallel with the East line of said Southeast Quarter of the Southeast Quarter a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. Parcel 5: All that part of the Southeast Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point in the South line of the Southeast Quarter distant 1289.70 feet East of the Southwest corner thereof; thence North 2 degrees 7 minutes West a distance of 111.70 feet; thence North 28 degrees 53 minutes East a distance of 3.74 feet to the center line of County Road #10 and to the actual point of beginning of land to be described; thence continuing North 28 degrees 53 minutes East a distance of 196.26 feet; thence North 47 degrees 52 minutes West a distance of 147.95 feet; thence South 45 degrees 53 minutes West a distance of 180.05 feet to the center line of County Road #10; thence Southeasterly along said center line a distance of 205.00 feet more or less to actual point of beginning. Parcel 6: Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East from the Southwest corner of the Southwest Quarter; thence North 28 degrees 53 minutes East 200.00 feet; thence North 47 degrees 52 minutes West 147.95 feet to the actual point of beginning; thence continuing North 47 degrees 52 minutes West 78.20 feet; thence South 45 degrees 53 minutes West to the center line of the road; thence Southeasterly along said center line to an intersection with a line bearing South 45 degrees 53 minutes West from the point of beginning; thence North 45 degrees 53 minutes East to beginning; all in Section 23, Township 119, Range 23. Parcel 7: Commencing in the center line of County Road at a point North 2 degrees 7 minutes West 111.70 feet from a point 1289.70 feet East of the Southwest corner of the Southeast Quarter of Section 23; thence North 28 degrees 53 minutes East 200.00 feet; thence South 77 degrees 08 minutes East 108.90 feet; thence South 28 degrees 53 minutes West 200.00 feet to center of County Road; thence Northwesterly along center line to point of beginning. Tract B: The East Half of the Southwest Quarter of Section 23, Township 119, Range 23, Hennepin County, Minnesota, Except: That part of the East Half of the Southwest Quarter which lies South of the centerline of Hennepin County Road Number 10, And except: That part of the Northeast Quarter of the Southwest Quarter described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Southwest Quarter of said Section 23; thence on an assumed bearing of South 00 degrees 29 minutes 12 seconds East, along the East line of said Northeast Quarter of the Southwest Quarter 125.85 feet, to the point of beginning; thence South 89 degrees 30 minutes 48 seconds West 300.00 feet; thence South 00 degrees 29 minutes 12 seconds East, parallel with said East line, 575.70 feet to the intersection with the survey line as shown and delineated on Hennepin County State Aid Highway No. 10, Plat 8; thence Southeasterly, along said survey line, to the intersection with said East line; thence Northerly, along said East line, 905.74 feet to the point of beginning. Tract C: That part of the Southeast Quarter of the Southeast Quarter of Section Twenty-three (23), Township One Hundred Nineteen (119), Range Twenty-three (23), Hennepin County, Minnesota, described as follows: Beginning at a point in the South line of the Southeast Quarter (SE1/4) of the Southeast Quarter (SE 1/4) distant 147.17 feet East of the Southwest corner of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4); thence North 28 degrees 53 minutes East a distance of 230.30 feet; thence South 69 degrees 32 minutes East a distance of 73.90 feet to a line running parallel with the East line of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) and distant 330.00 feet East of the Southwest corner of the Southeast Quarter (SE 1/4) of Southeast Quarter (SE 1/4); thence South parallel with the East line of said Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) a distance of 174.80 feet; thence West 182.83 feet to the point of beginning. Hennepin County, Minnesota Abstract Property V4.01 PRELIMINARY PLAT MM REH LHB LHBSURVEYORMINNESOTALINDA H. BROWN23682SEE SHEET V4.02 FOR LEGEND OUTLOTK OUTLOT L O U T L O T Z OUTLOT R OUTLOTQOUTLOT S OUTLOT Y OUTLOT T OUTLOT U OUTL OTVOUTLOT W OUTLOT X O U T L O T A A 20 21 O U T L O T J 1 OUTLOT/EASEMENT 11/19/14 NOTE: ALL PONDS, WETLANDS, AND WETLAND BUFFERS WILL BE PLATTED IN OUTLOTS AND DEDICATED AS DRAINAGE AND UTILITY EASEMENTS IN THE FINAL PLAT. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran Planning Commission FROM: Kevin Shay through Kendra Lindahl, Landform DATE: October 27, 2020 for the November 5, 2020 Planning Commission Meeting RE: Final PUD Development Plan and Final Plat for U.S. Home Corporation (dba Lennar) for Ravinia 15th Addition (City File 20-033) 60-Day Review Deadline: November 29, 2020 1. Application Request Lennar submitted a request for approval of a final plat and final PUD development plan with a PUD amendment for “Ravinia 15th Addition” to allow 44 single-family detached home lots. Only the final PUD development plan is reviewed by the Planning Commission. The Planning Commission recommendation will be forwarded to the City Council. The City Council is expected to take action on the final PUD development plan and final plat on November 23rd. 2. Context Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD development plan is limited to whether the proposed plan is in substantial conformance with the approved preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance and the conditions of preliminary plat approval. If it meets these standards, the City must approve the final plat. Background The City Council approved the Ravinia rezoning to PUD (Planned Unit Development), Preliminary PUD Development Plan and Preliminary Plat on December 23, 2013. The Final PUD Development Plan and Final Plat for Phase I was approved by City Council on April 24, 2014. There have been fourteen phases of Ravinia granted final approval and several PUD amendments since the 2014 approval. Agenda Item: 7.b. Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 2 November 5, 2020 3. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer’s comments are incorporated into this staff report and resolution and the detailed comments are included in the attached engineering memo dated October 28, 2020. Staff has included a condition that the applicant must comply with the memo. The applicant is requesting approval for 44 65-foot lots for Landmark homes. Final PUD Development Plan Architecture The 15th Addition will feature the Landmark style homes. Each home must be consistent with the previous Ravinia approvals. Streets The streets shown have a 50-foot right-of-way. The streets are continuing the naming from the 13th Addition. Parking will be allowed on one side of these local streets. Street Lights The street lighting plan shows ornamental poles located at each intersection and mid-block. This is consistent with the previous Ravinia phases. Driveway Locations Driveway locations are indicated on the plans submitted. Staff will review the driveway location to ensure that there are no conflicts with planned infrastructure and landscaping. Staff will also review the plans to ensure that there is a minimum of 22 feet between the garage and the right-of-way. Setbacks The previous phases have approved the following dimensional requirements for the 65-foot wide lots: Approved 65- foot lots Front, From County Road 101* 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side 5 feet Rear 25 feet Maximum Principal Building Height 35 feet Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 3 November 5, 2020 Sidewalks and Trails The plans show sidewalks on one side of the street as required. Landscaping The applicant’s plans show 103 trees where 44 are required for the residential lots. Each of the single-family homes has one tree per lot. The additional trees provided are planted in the rear yard or side yard of the homes adjacent to Gleason Parkway and surrounding the monument sign. As a condition of approval, no certificate of occupancy will be issued for a home that does not have a street tree planted. Signage A sub-monument sign is proposed at the entrance off Gleason Parkway. This sign is consistent with the master sign plan approved with the preliminary Ravinia submittals. Mail Delivery Two centralized mailbox locations are shown on the landscape plans. The location of mailboxes must be approved by the US Postal Service. The applicant will need to provide proof of the approved location to the City. PUD Amendment The applicant is requesting approval of a PUD amendment for the following: • Elimination of the cul-de-sac on Annabelle Lane to allow an additional lot. • Remove the landscape median where Annabelle Lane intersects with Gleason Parkway. Figure 1-Current Plan Figure 2-Approved Preliminary Plan Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 4 November 5, 2020 Staff is supportive of the amendments as they allow increased roadway efficiency and do not conflict with the original plans. Final Plat The applicant is requesting approval of a final plat to create 44 lots. • The final plat and development contract requires City Council action only. The Planning Commission will not provide a recommendation on the Final Plat. If this subdivision is approved, it would bring the total number of platted lots to 485 of 484 approved (one additional lot created with this approval): • Phase 1 = 38 Units • Phase 2 = 36 units • Phase 3 = 27 units • Phase 4 = 44 units • Phase 5 = 47 units • Phase 6 = 23 units • Phase 7 = 36 units • Phase 8 = 21 units* • Phase 9 = 49 units • Phase 10 = 26 units • Phase 11 = 14 units** • Phase 12 = 0 units • Phase 13 = 47 units • Phase 14 = 33 units • Phase 15 = 44 units Total Units = 485 units (100% of the approved lots) *The Ravinia 8th Addition added land and units to the Ravinia project and the total increased from 449 to 470 units and 268.07 gross acres to 274.07 gross acres. **The Ravinia 11th Addition added land and units to the Ravinia project and the total increased from 470 to 484 units and 274.07 gross acres to 279.68 gross acres. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. 4. Recommendation Move to recommend approval of the resolution approving the final PUD plan, subject to the attached conditions. Lennar Final PUD Development Plan – Ravinia 15th Addition (20-033) 5 November 5, 2020 Attachments a. Draft Resolution approving the final PUD development plan b. Location Map c. Engineer’s Memo dated October 28, 2020 d. Site Graphics dated September 4, 2020 e. Final Plat dated September 4, 2020 f. Landscape Plan dated September 14, 2020 City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR “RAVINIA 15TH ADDITION” FOR THE LENNAR CORPORATION (PID 36-119-23-24-0045) (CITY FILE 20-033) WHEREAS, The Lennar Corporation (“the applicant”) has requested approval of a final PUD plan for 44 single family homes on property legally described as: Outlot D, Ravinia 13th Addition WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD development plan, subject to the following conditions: 1. A final PUD plan is approved to allow the creation of 44 single family lots for Ravinia 15th Addition on 21.92 acres, in accordance with the application materials and plans received by the City on September 4, 2020 and revised materials received on September 15, 2020 and September 30, 2020, except as amended by this resolution. 2. All conditions of the preliminary approvals in Resolutions 2013-60 and 2013-61 remain in place and must be met, except as modified by this resolution. 3. All conditions of the final approvals in Resolution 2014-20, 2014-21 and 2019-33 remain in place and must be met, except as modified by this resolution. 4. Approval is contingent upon City Council approval of the final plat and development contract. 5. The application shall comply with all conditions in the City Engineer’s memo dated October 28, 2020. 6. The following amendments to the General PUD Plan are approved as part of the final PUD plan: a. A total of 44 lots are approved where 43 was initially approved. b. Removal of the landscape median on Annabelle Lane at the Gleason Parkway intersection is approved if the street width is reduced to the standard 50-foot width. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Page 2 of 3 7. The PUD is hereby approved to allow 65-foot wide lots in this plat. All platted residential lots shall comply with the following: 65-foot lots Front, From County Road 101 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side 5 feet Rear 25 feet Maximum Principal Building Height 35 feet 8. All lots must comply with the required wetland buffer and wetland buffer setbacks for all structures, decks and patios. 9. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 10. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City, prior to issuance of building permits. 11. The project is subject to the PUD standards, which were amended to allow flexibility in building materials through Resolution 2019-33 and were granted PUD flexibility to allow the face of the garage to exceed 55% of the building face, subject to certain standards as outlined in the PUD approvals. Except: a. The 65-foot lots are approved for all Landmark home types, which are designed with garages flush with the home. 12. Trees shall be planted outside of the right-of-way in the easement to ensure even spacing along the street. 13. All homes must have street trees planted before a certificate of occupancy will be issued. 14. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. Wetland signs shall be purchased from the City. b. The final locations must be inspected and approved by City staff. c. Monuments and signs shall be installed prior to approval of the building permit. 15. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. City of Corcoran November 23, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Page 3 of 3 16. The applicant shall provide an encroachment agreement in recordable form for review and approval by the City for the retaining wall in the drainage and utility easement. 17. The applicant shall provide amended HOA documents for City review. These documents shall be recorded with the final plat. 18. The following conditions be met prior to issuance of building permits: a. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 19. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. 20. Prior to release of escrow lot monuments shall be installed as required by the Subdivision Ordinance. 21. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been correctly installed and are in compliance with the approved plans and specifications will suffice. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 23rd day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director He nn e pin Cou n ty P ro perty Ma p Da te : 10 /28/2 020 Comm en ts: 1 inc h = 4 00 fee t PAR CEL ID: 36 119 23 240 04 5 OWN ER N AME: U S H ome C or po ra tio n PAR CEL AD DRESS: 5 2 A ddr es s Pe ndin g, Co rcor an MN 0 00 00 PAR CEL AR EA: 21 .92 ac r es , 95 5,04 6 sq ft A-T-B: Bot h SAL E PR ICE: SAL E D ATA: SAL E C OD E: ASSESSED 20 19 , PAYABLE 202 0 PROPERT Y TYPE: Vac an t L and -R es ide ntial H OM ESTEAD : N on -H ome stea d M AR KET VAL UE: $96 9,00 0 TAX TO TAL: $1 6,737 .94 ASSESSED 20 20 , PAYABLE 202 1 PRO PER TY TYPE: Va ca nt L an d-reside ntial HO MESTEAD: No n-h ome ste ad MARKET VALU E: $1 ,0 00 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not sui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 0 Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works From: Kent Torve, PE Nick Wyers Rowdy Schmidt Date: October 28, 2020 Subject: Ravinia – 15th Addition Plan Review Lennar submitted plans for the Ravinia development 15th Addition for City of Corcoran review. Plans dated September 3rd, 2020 have been received September 3rd, 2020 for the proposed Ravinia development. The following comments are regarding the plans submitted and should be considered and addressed. Additional reviews are to be expected as the project moves forward. Please provide written response to this review memo. City is reviewing all previous Developer’s Agreements and EAW, etc. to ensure all requirements of the development are acknowledged since this is the last phase of the development 1.0 Transportation 1.1 Annabelle Lane is wider at entrance to Gleason Parkway. Median is shown shown in preliminary plat, but not in this phase. Coordinate with City staff for final street layout. 1.2 Label curb radii 1.3 Dimension street width in cul-de-sac 1.4 Draintile to be extended on Annabelle Lane and Coach House Lane to be 250’ from low point catch basin. 2.0 Water 2.1 Relocate 12” butterfly valve on Annabelle Lane midblock to the north end of the phase 2.2 Relocate 12” butterfly valve on the south side of Annabelle Lane and Coach. House Lane intersection to the north side of the intersection 2.3 Relocate 8” gate valve on Coach House Lane midblock to the north end og the phase 2.4 Relocate 8” gate valve on Coach House Circle to the north side of the tee at Coach House Cir and Coach House Lane 2.5 Lower watermain on Annabelle Lane to match hydrant elevation at MH 4 (1004.4) 2.6 Install hydrant at high point on Coach House Lane 2.6.1 Hydrant spacing to be reviewed after high point hydrant has been added. Engineer’s Memo October 28, 2020 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20033 - Ravinia 15th FP and FPUD\Rav 15 Plan Review #1_2020_1028.docx 2.7 12” valves on Annabelle Lane to be called out as butterfly valves. 3.0 Grading and Stormwater Storm Sewer 3.1 Show watermain and sanitary sewer crossings on storm sewer profiles. 3.2 Eliminate drops or provide additional justification fall all drop manholes including but not limited to: 3.2.1 CBMH 5 3.2.2 CBMH 7 3.3 Add not to plans that states “invert to be poured in storm sewer structures to connect the upstream and downstream pipe with a straight grade.” 3.4 Show CBMH 11 on profile view 3.5 Provide additional 10’ of easements on Lots 9, 10, and 11 Block 1 to cover deeper storm sewer. 3.6 CBMH 11 and CB 15 rim elevation do not match finished surface in profile. Provide revised profiles. Stormwater 3.7 Submit storm sewer calculations for the south storm sewer. 3.8 Drainage areas in the in the Hydroflow Rational method analysis do not match the drainage areas in the construction plans. Revise drainage areas and calculations to verify pipe capacity is met. Grading 3.9 Provide easements on grading plan. 3.10 Provide EOF elevation for Lots 11-15 Block 1 3.11 Provide swale or berm on Lot 3 and Lot 4 Block 1 to keep drainage on Lennar property. 3.12 Revise grading plan to provide minimum 2% swale on Lot 6 and Lot 7 Block 1. 3.13 Revise Grading at Coach House Circle. Pedestrian ramps are low points in road. 3.14 Provide spot elevations for swale between Lot 3 and Lot 11 Block 1 to ensure minimum drainage. Drainage to be reviewed after spot elevations are provided. 3.15 Center drainage swale in the easement of Block 3 rear yards. 3.16 Center drainage swale in the easement between Lot 7 and Lot 8 Block 3. 3.17 Provide lot corner elevation on Lot 1 Block 1 and Lot 1 Block 3 of Ravinia 13th. 3.18 Provide side yard drainage swale between the following lots to maintain drainage onsite: 3.18.1 Block 1 to be reviewed after spot elevations are provided 3.18.2 Lot 1 Block 3 and Lot 1 Block 3 of Ravinia 13th Addition 3.18.3 Lot 1 and Lot 2 Block 3 Engineer’s Memo October 28, 2020 3 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20033 - Ravinia 15th FP and FPUD\Rav 15 Plan Review #1_2020_1028.docx 3.18.4 Lot 11 and Lot 12 Block 3. Revise contours and lot corner elevation to ensure minimum drainage. 3.18.5 Lot 17 Block 3 and Lot 4 Block 3 of Ravinia 13th Addition 4.0 Erosion Control 4.1 City of Corcoran is an MS4 city and site visits to be conducted weekly. 5.0 General 5.1 Submit street sign plan to be reviewed by City Staff. 5.2 Lighting plan to be reviewed by City Staff. 6.0 Plat 6.1 Encroachment agreement to be required on retaining wall in drainage and utility easement along west property edge. 6.2 Provide blanket drainage and utility easement over all outlots. 6.3 Revise easements to cover entire drainage swale on Lots 12-15 Block 1. 6.4 Provide easement documentation for Tabor driveway easement, or verification of documented easement. Existing Home 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242526 27 2829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 5960 61 62 63 64 65 6667 68 69CARRIAGE WAYBRIDLE PAT H BR I D L E P A T H STEEPLECHASELANECIRCLEBLUESTEMSAGE LAN E GLEASON PARKWAY CAR RI A G E W A Y BIRDLE PATHGALLOWAY CIRCLE ANNABELLE LANE SNOWBERRY COURTME A DOW R U E C O U R T STEEPLE G O L D E N R O D LUPINE L A N E L U P I N E L A N E CHASE L A N E T R A I LSTEEPLECHASELANE LANELAR K S P U R COURTLARKSPURPADD O C K L A N E S O R R E L C T . PENN Y R O Y A L C T . GLEASON PARKWAY SUNFLOW E R PRIM R O S E LANEWIL D F LOW E R TR A I L LARKSPURLANER O A D 2 SEE SHEET 2 PHASELIMIT Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Planting NotesPlanting Details Mailbox Unit (Post Mount) PHASE 15 LIMIT PRIOR PHASE LANDSCAPING (TYP.) SEE MAILBOX DETAIL (32 BOX) SEE CUL-DE-SAC DETAIL (TYP.) SEE SUBMONUMENT DETAILPREVIOUS PHASE LANDSCAPING (TYP.) Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phase 15 Final Tree Schedule Phase 15 Final Understory Plant Schedule Mailbox Unit (Typ. of 2) Monument Column Detail (Typ. of 1) · 1"= 20' 1"= 20' · Cul-de-sac Detail (Typ. of 1) 1"= 20' · 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran Planning Commission FROM: Kevin Shay through Kendra Lindahl, Landform DATE: October 29, 2020 for the November 5, 2020 Planning Commission Meeting RE: Public Hearing. Preliminary Plat for Tessmer and Weber Properties (PID 07-119-23- 22-0001 and 07-119-23-21-0002) (city file no 20-037) 120-Day Review Deadline: February 11, 2021 1. Application Request Kevin Anderson has submitted a request for a Preliminary Plat to create three lots and one outlot from two existing lots. The proposal is to plat the existing 23825 Tessmer Road and 10005 County Road 19 properties. 2. Context Level of City Discretion in Decision-Making 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 Comprehensive Land Use Regulations. If it meets these standards, the City must approve the preliminary plat. Zoning and Land Use The subject properties are guided Rural / Ag Residential in the 2040 Future Land Use Plan and zoned Rural Residential. The properties to the south, east and north are guided Rural / Ag Residential and zoned Rural Residential. The property to the west is located in Greenfield. Natural Characteristics of the Site There is a large wetland area on the southern portion of the property. A wetland Delineation has been submitted and requires review and approval from the LGU prior to submittal of a final plat. Agenda Item: 7.c. Tessmer Addition (20-037) 2 November 5, 2020 3. Analysis of Request Preliminary Plat The applicant is proposing a preliminary plat that will create three lots and one outlot from the existing Tessmer and Weber parcels. One lot will retain the existing home and associated farm buildings. Two lots will be created for new single-family homes with an outlot for future development. The outlot is currently farmed and the applicant has indicated the owner’s intent to continue to the farm that parcel. The Tessmer and Weber properties have a total of eight development rights. The applicant is proposing to create three lots and one outlot, with each retaining one development right. There are four remaining development rights and the applicant will need to indicate, prior to final plat, where the remaining development rights should be assigned. Access/Streets The proposed homes will have access from Tessmer Road. Each driveway will need to be outside of the side yard drainage and utility easements. Lot Standards The proposed lots on the preliminary plat exceed the minimum lot size, lot width and lot depth standards in the zoning ordinance for the RR district. The proposed home locations comply with the setback standards in the zoning ordinance. The proposed eastern lot line for Lot 1 creates a setback conflict with the existing shed. The lot line should be moved to allow the existing shed to comply with the setback standards or the shed should be removed. Wetlands A wetland delineation report was submitted for proposed Lots 1, 2 and 3, however, that application must be approved by the LGU prior to submittal of a final plat application. Section 1050.010 of the Zoning Ordinance provides standards for wetlands. The wetland on-site is defined as a medium quality wetland on site, which requires a 25-foot average wetland buffer and a 15-foot buffer setback. The wetland buffer on the western side of Lot 1 should be averaged to eliminate the encroachment into the buffer and minimize the encroachment of the existing barn within the wetland buffer setback. Additional buffer monuments are needed to indicate the boundary of the wetland on Lots 1 and 3. A wetland buffer planting plan needs to be submitted for review and approval by the City to ensure the wetland buffer is properly established prior to building permits being released. Tessmer Addition (20-037) 3 November 5, 2020 Wetland buffer monuments must be installed for all three lots prior to issuance of a building permit. Where the City and ECWMC differ in standards, the applicant shall comply with the more restrictive standard. Floodplain The plat needs to be revised to indicate the boundary and classification for the FEMA floodplain area in the southwest corner of Lot 1. Easements The plat needs to be revised to include drainage and utility easements on the perimeter of each lot and over all wetlands, wetland buffers, ponds and outlots. Landscaping Each single-family residential lot is required to have one tree. The applicant needs to provide a depiction of where the required tree will be placed. Utilities This site is located outside of the MUSA boundary and will be served by individual water wells and septic sites. Septic locations need to be approved by the Hennepin County Public Health Department prior to submittal of the final plat application. Park Dedication Requirements Under the current ordinance, park dedication is only taken for newly created lots. The existing Lot 1 of the Tessmer Addition is an existing developed lot and is exempt from park dedication. Therefore, park dedication is due for the two newly created lots with this plat. There is no park land planned on this site, therefore, staff recommends cash-in-lieu of land for this site. For residential developments, the cash in lieu of land fee has been calculated based on the per capita share of park system costs at $4,628 per single family unit (2 x $4,628 = $9,256). Park dedication is due prior to release of the final plat for recording. The fee will be based on the fee schedule in place when the final plat is submitted. Conclusion Staff has reviewed the plan for consistency with the applicable standards in the Zoning Ordinance and Subdivision Ordinance and finds that the plat is consistent with ordinance requirements. Tessmer Addition (20-037) 4 November 5, 2020 4. Recommendation Move to recommend approval of the resolution approving the preliminary plat, subject to the attached conditions. Attachments a. Draft Resolution approving the preliminary plat b. Location Map c. Engineer’s Memo dated October 28, 2020 d. Preliminary Plat dated October 15, 2020 City of Corcoran November xx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Page 1 of 3 Motion By: Seconded By: APPROVING PRELIMINARY PLAT FOR JAMES AND RACHEL TESSMER AND KEITH AND JODY WEBER ON THE 76.9-ACRE SITE AT 23825 TESSMER ROAD AND 10005 COUNTY ROAD 19 (PID 07-119-23-22-0001 AND 07-119-23-22-0002) (CITY FILE 20-037) WHEREAS, Kevin Anderson (“the applicant”) has requested approval of a preliminary plat to create 3 lots and one outlot from two existing parcels totaling 76.9-acres and legally described as: See Attachment A WHEREAS, the Planning Commission has reviewed the plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of three lots and one outlot, in accordance with the application materials and plans received by the City on September 21, 2020 and revisions received October 13, 2020, except as amended by this resolution. 2. The applicant shall comply with all conditions in the City Engineer’s memo dated October 28, 2020. 3. A wetland delineation report must be submitted to the LGU and approved prior to submittal of a final plat application. 4. Septic locations must be approved by the Hennepin County Public Health Department prior to submittal of a final plat application. 5. The applicant must comply with all wetland buffer requirements for all three lots: a. The wetland buffer on the west side of Lot 1 should be averaged to eliminate the encroachment of the existing barn in the wetland buffer and eliminate or minimize the impact in the wetland buffer setback. b. A wetland buffer planting plan in compliance with Section 1050.010, Subd. 8C shall be submitted for review and approval. c. Additional wetland buffer monuments shall be included on the plat to indicate the wetland boundary on Lots 1 and 3 as required by Section 1050.010, Subd. 7. Final location must be submitted for review and approval by staff. City of Corcoran November xx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Page 2 of 3 d. Wetland buffer monuments shall be installed on all three lots prior to issuance of building permit. e. The developer must install the wetland buffer plantings prior to release of any escrow and prior to issuance of building permits for any of the lots. 6. Drainage and utility easements must be provided on the perimeter of each lot (10-foot front and 5-foot side and rear) and over all wetlands, wetland buffers, ponds and outlots. 7. Prior to final plat the applicant must provide a letter clarifying where the four remaining development rights should be assigned. 8. All driveways must be located outside of the drainage and utility easements on side lot lines. 9. The common lot line between lots 1 and 2 shall be moved to ensure that the existing shed on Lot 1 complies with the setback standards or the shed shall be removed. 10. Park dedication shall be cash in lieu of land in accordance with the park dedication policy in place when the final plat is released for recording. a. Park dedication is due for the two new lots. 11. Approval shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Lother, Brian Lother, Brian Anderson, Thomas Anderson, Thomas Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this xx day of November 2020. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran November xx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Page 3 of 3 ATTACHMENT A Tessmer Parcel That part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northwest Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota, except the following: Commencing at the northeast corner of said Northeast Quarter; thence on an assumed bearing South 00 degrees 32 minutes 07 seconds West, along the east line of said Northeast Quarter, a distance of 171.02 feet to the point of beginning of the line to be described; thence South 89 degrees 46 minutes 12 seconds West 1352.12 feet; thence South 00 degrees 32 minutes 07 seconds West 730.07 feet; thence South 89 degrees 46 minutes 12 seconds West 251.76 feet; thence South 38 degrees 33 minutes 28 seconds West 545.67 feet to the south line of said Northwest Quarter and said line there terminating. Weber Parcel That part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northwest Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota, lying southerly and easterly of the following described line: Commencing at the northeast corner of said Northeast Quarter; thence on an assumed bearing South 00 degrees 32 minutes 07 seconds West, along the east line of said Northeast Quarter, a distance of 171.02 feet to the point of beginning of the line to be described; thence South 89 degrees 46 minutes 12 seconds West 1352.12 feet; thence South 00 degrees 32 minutes 07 seconds West 730.07 feet; thence South 89 degrees 46 minutes 12 seconds West 251.76 feet; thence South 38 degrees 33 minutes 28 seconds West 545.67 feet to the south line of said Northwest Quarter and said line there terminating. He nn e pin Cou n ty P ro perty Ma p Da te : 10 /27/2 020 Comm en ts: 1 inc h = 8 00 fee t PAR CEL ID: 07 119 23 220 00 1 OWN ER N AME: Jame s M Te ss me r PAR CEL AD DRESS: 2 382 5 Tes s mer R d, Co rcor an MN 55 357 PAR CEL AR EA: 38 .21 ac r es , 1,6 64,4 33 sq ft A-T-B: Ab stra ct SAL E PR ICE: SAL E D ATA: SAL E C OD E: ASSESSED 20 19 , PAYABLE 202 0 PROPERT Y TYPE: Fa rm H OM ESTEAD : H ome ste ad M AR KET VAL UE: $36 0,40 0 TAX TO TAL: $3 ,3 87.7 8 ASSESSED 20 20 , PAYABLE 202 1 PRO PER TY TYPE: Fa rm HO MESTEAD: Ho meste ad MARKET VALU E: $3 78 ,9 00 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not sui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 0 Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - ENGINEER’S MEMO To: Kendra Lindahl, AICP, City Planner From: Kent Torve, P.E., City Engineer Date: October 28, 2020 Subject: Tessmer Weber Preliminary Plat Plans with revisions dated 10-23-2020 show a proposal for 3 rural residential lots on 38 +/- acres on Tessmer Road. Lot 1 is shown as the existing farmstead 1. General Provide documentation from Elm Creek WMO about permitting requirements, or exemption from needing a permit. Provide wetland (WCA) approval. Septic site approvals are under the authority of Hennepin County. Tessmer Road is a local road in the 2040 Comprehensive Plan (see Map 6-2 page 93). The west property boundary of Lot 1 is City of Greenfield and at that point the road name changes to Harff Road. 2. ROW The 40-foot half ROW is acceptable as shown, however lot corners and lots shall be adjusted on the plat to reflect (not include) the ROW. An easement exists, however the County request to formalize can be deferred until develops. Applicant may choose to convert to ROW. 3. Grading and Drainage Final plan shall show side yard drainage swales for proposed grading for Lots 2 and 3. Extreme event road overtopping water elevation for shared wetland across Lots 1, 2 and 3 will occur in ROW north of Lot 1 at elevation 990 (Hennepin County LiDAR). Homes with basement floor of 995 are feasible. Kendra Lindahl City Planner 2 \\MSPFSV02\DesignDepot\Workshop\City of Corcoran\COR20037 - Tessmer PP\Tessmer October 2020.docx o Final plans shall show a surveyed road “spot” EOF elevation for both Lot 1 EOF and the eastern culvert under Tessmer Road. 4. Demolition Plan Additional farmstead structures are visible on Lot 1 of the County aerial and appear to affect Lot 2. Lot lines will need to be adjusted to comply with setbacks, or a separate demolition/removal plan shall be provided. 5. Easements Driveways and turnarounds (Lots 2 and 3) shall be outside of the 5-foot side yard drainage and utility easements. Show drainage and utility easements over delineated wetland boundaries. Show drainage and utility easements (blanket) over Outlot A. Show and identify the FEMA classification for the floodplain in southwest corner of Lot 1. Applicant shall document that no existing easements need to be vacated. 6. Wetlands All lots shall show wetland buffer signage locations. Lot 1 may have structures within the wetland setback. Review with City Planner. 7. Individual Lot Constraints City will require that individual lot grading/site plans be submitted and approved that show the septic, well, and building setback constraints. This includes driveway culverts. o This clarifies lot constraints for the homeowner at the building permit stage. o Potential private well locations shall be shown with the MDH required setbacks identified. Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE October 15, 2020 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications Projects/Comments in blue italics are new Project marked with an * have moved from active to approved The following is a summary of project status for current, active projects: 1.City-Initiated Ordinance Amendment Regarding Non-Residential Uses in Residential Districts (city file 20-028). The City Council asked staff to present options to consider changes to these standards. Staff presented options in the July 23rd Council meeting. The City Council directed staff to schedule a work session where the item could be discussed in more detail. The item has been scheduled for a work session on October 22nd. 2.Final Plat and Final Planned Unit Development Plan for “Rush Creek Reserve” for the Property located at 20400 County Road 10 (PID 23-119-23-42-0004) (city file no. 20-030). M/I Homes has applied for a final plat and final PUD development plan for phase 1 of the 257-unit residential development. The item is tentatively scheduled for the November 5th Planning Commission and the November 23rd City Council meeting. 3.Final Plat and Final PUD Development Plan for Ravinia 15th (PID 36-119-23-24-0045) (city file 20- 033). Lennar has applied for the final phase of the Ravinia development with this 44 lot plat. The item is tentatively scheduled for Planning Commission review on November 5th and City Council action at the November 23rd meeting. 4.Final Plat for Karineimi Addition at 6780 Rolling Hills Road and 6855 Willow Drive (PID 33-119- 23-22-0004 and 33-119-23-21-0001) (PID 36-119-23-24-0045) (city file 20-036). The applicant has requested final plat approval, but has not addressed the preliminary plat conditions regarding the wetland delineation. The application is currently incomplete, but will be scheduled for City Council action upon receipt of a complete application. 5.Preliminary Plat for the Property located at 23825 Tessmer Road (PID 07-119-23-22-0001) and 10005 CR 19 (PID 07-119-23-21-0002) (city file no. 20-037). The request is to plat the property to create three lots and one outlot from the two existing parcels. The plat would create two new developable lots. The item is tentatively scheduled for Planning Commission review on November 5th and City Council action at the November 23rd meeting. 6.Certificate of Compliance for the Orht property located at 20600 County Road 30 (PID 11-119- 23-23-0004) (city file no. 20-038). The request is to allow ground mounted solar on the residential property. The application is currently incomplete pending a certificate of survey/site plan, but may be administratively approved if the ordinance standards are met.. Agenda Item ____ 8a. MEMORANDUM 2 7. Certificate of Compliance for the Ebert property located at 22080 County Road 10 (PID 16-119- 23-21-0001) (city file no. 20-039). The request is to allow construction of an agricultural building on the residential property. The application may be administratively approved if the ordinance standards are met.. Also, there are several projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (City file 06-005). The City Council granted a one-year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. Staff has spoken to the applicant and will schedule a meeting when more information is available on the Loretto sewer project. 2. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (City file 12-002). Hope Ministries submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released, but we are holding the escrow pending completion of the approved landscaping. The applicant has indicated that they are considering a site plan amendment application to modify the approved plans. Staff met again with Pastor Brian Lother in July 2017 to discuss the outstanding issues and future expansion plans on the property. 3. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for Schendel property at 20400 County Road 10 (City file 14-027). The City Council approved the request on December 11, 2014 and granted the applicant 2 years to apply for the final plat and final PUD development plan. Peachtree Partners did not buy the property, but a different developer could still proceed with the approved plan. Several extensions have been approved. The landowner is requesting another extension to the preliminary plat approval, which was previously granted extensions that expire in February. M/I Homes is proposing to take over the project with a few amendments to the proposed plan. Council reviewed the request at the February 27th meeting. 4. Commercial Door Addition at 7670 Commerce Street (City file 15-010). The City received an application for approval of a building addition, which required a conditional use permit, interim use permit, variance and site plan approval. The project was reviewed at a public hearing at the June 4th Planning Commission meeting and was approved by the City Council on June 25th. The required landscaping will be finalized and constructed after the downtown infrastructure project is completed. The City will release the remaining escrow when the planting is completed. Staff is working with the landowner to complete the outstanding items. 5. Savoie Minor Subdivision at 21801 Homestead Trail (City file 19-021). This two-lot subdivision is was approved by the Council on October 24th. The council had previously approved this subdivision, but the applicant let it expire and an extension was approved. The subdivision was approved on October 24, 2019. 6. M/I Homes Concept Plan for a modification of the approvals for “Sawgrass” on the 103-acre parcel at 20400 County Road 10 (PID 23-119-23-42-0003) (City file no. 20-012). The Council approved an extension to the 2014 preliminary approvals so that the applicant could proceed with a final plat, final PUD development and PUD amendment. This concept plan is to outline the PUD amendments required for the new plan and ensure Council support before submitting a formal submittal. The Council was expected to review this item at their April 23rd meeting, but the applicant has withdrawn the application and will proceed with a formal final plat and final PUD application.. 7. Corcoran Crossroads Administrative Permit and Variances at 7625 County Road 116 (city file 20-014). The new owner of Corcoran Crossroads has applied for variances for expansion of the existing legal, non-conforming canopy structure and signs. The application for the variances was reviewed at the July 2nd Planning Commission meeting and the City Council approved the request on July 23rd. 8. Karineimi Addition Preliminary Plat at 6780 Rolling Hills Road and 6855 Willow Drive (PID 33- 119-23-22-0004 and 33-119-23-21-0001) (City file 20-016). The applicant has submitted a preliminary plat to create four lots from the newly created Lot 1, Block 1, Rolling Hills Acres and the adjacent 40 MEMORANDUM 3 acres to the east. The 40-acre parcel have four development rights which will be used for the subdivision. The application was reviewed at a public hearing at the Planning Commission on June 4th and City Council approved the request on June 25th. 9. Comprehensive Plan Amendment, Rezoning, Preliminary Plat and Preliminary PUD Development Plan for “Tavera” at the property at the northwest corner of Hackamore Road and County Road 116 (PID 35-119-23-44-0001, 35-119-23-11-0001, 35-119-23-12-0002, 35-119-23-41- 0001 and 35-119-23-43-0001) (City File 20-017). The applicant has submitted an application for development of 549 homes on the 273.57-acre site. The Council reviewed an EAW and Concept plan for the site earlier this year. The project includes a mix of single-family, villa, twinhome and townhome units. The phasing plan shows development in 8 phases. The application was reviewed by the Parks and Trails Commission on May 21st and a public hearing was held at the Planning Commission on June 4th. City Council approved the request on June 25th. 10. Sign Variance for the Marathon/Tom Thumb at 9350 County Road (PID 07-119-23-43-0004) (City File 20-020). The applicant has submitted a variance application to allow the number of and square footage of freestanding and wall signage to exceed what is allowed by ordinance. The application is was reviewed at the Planning Commission on July 2nd and City Council approved the request on July 23rd. 11. Encroachment agreement on 70th Avenue to provide access to PID 26-119-23-33-0001 (city file 20-021). The property owner is planning to construct a new home on this vacant parcel. The existing 70th Avenue right-of-way extends to the property line but the road improvements stop short. The property owner will need an encroachment agreement to build a private driveway from the existing cul de sac over the unimproved right-of-way to the property line. Once the request is complete, it would be scheduled for Council approval. Staff has inactivated this file due to lack of activity. 12. *Site Plan, Conditional Use Permit and Variance for Nelson International at 10409 CR 101 (PID 01-119-23-41-0001) (city file no. 20-022). The Council reviewed a concept plan for this site in January. The project is a new 35,000 sq. ft. building for truck sales and service. The feasibility studies for the planned infrastructure were completed and the Planning Commission held a public hearing on August 6th. The Planning Commission tabled the item and requested that the applicant address the outstanding issues. The Planning Commission reviewed this item at their September 3rd meeting and the item was approved by the City Council on September 24th. 13. *Eagle Brook Church Site Plan, Conditional Use Permit and Preliminary Plat for the Property located at 7015 20th Avenue (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36- 119-23-44-0013, 36-119-23-44-0014) (city file no. 20-023). The applicant is requesting approval to combine the existing parcels into one lot for a 70,000 square foot church and one outlot for future development. The application was reviewed at a public hearing at the July 2nd Planning Commission meeting and the applicant requested that this item be pulled from the July 23rd agenda so that they could evaluate possible changes. The applicant requested that this item be tabled at the August 27th meeting because a full City Council was not available. The request was denied by the City Council on September 24th. 14. Final PUD Development Plan, Final Plat and Easement Vacation for “Bellwether 5th Addition” (Outlot A, Bellwether 4th Addition) (city file no. 20-024). Pulte Homes of Minnesota, LLC has submitted a request for approval of a Final Plat and Final PUD plan application for “Bellwether 5th Addition”, a residential development of 46 new single-family homes and one outlot on 18.43 acres of property. The application includes vacation of the existing drainage and utility easement over the outlot. The application was reviewed by the Parks and Trails Commission review on June 18th, Planning Commission on July 2nd and Council approved the request on July 23rd. 15. Hochstedler request for a Conditional Use Permit at 21925 Oakdale Drive (PID 04-119-23-34- 0006) (city file no. 20-025). The applicant is requesting a CUP to add a 7,200 square foot agricultural building where a maximum of 3,969 square feet is permitted. This item was reviewed at a public hearing at the August 6th Planning Commission meeting and City Council approved the request on August 27th. MEMORANDUM 4 16. *Emery request for a Conditional Use Permit at 9226 Cain Road (PID 14-119-23-22-0004) (city file no. 20-026). The applicant is requesting a CUP to add a 1,680 square foot building creating a total of 5,263 square feet where a maximum of 3,969 square feet is permitted. This item was reviewed by the Planning Commission at their September 3rd meeting and the City Council approved the request at the September 24th meeting. 17. Paulsen Farms Final Plat and Development Agreement for an OS&P Plat (PID 09-119-23-34- 0001) (city file no. 20-027). This was approved by the City Council at the August 27th meeting. 18. *Conditional Home Occupation License for display for Sale Accessory Dwelling Units at 21000 Sunny Hill Lane (PID 10-119-23-42-0018) (city file 20-029). Nicole Beckstrand operates YardHomeMN in St. Paul, MN where they manufacture small homes (detached accessory dwelling units). She indicated in her narrative that she is unable to display the units in St. Paul and would like to display them at her home in Corcoran. The item was withdrawn by the applicant. 19. *Certificate of Compliance for Accessory Ground Mounted Solar at 10430 Heather Lane (PID 05- 119-23-32-0004) (city file no. 20-031). All Energy Solar, Inc. is requesting an accessory solar system for the existing home. The application was administratively approved. 20. *City-Initiated Topography and Wetland Delineation Waiver for property at 8200 CR 116 (PID 24- 119-23-23-0001) (city file 20-032). The city has a purchase agreement to sell a portion of this property to St. Therese for development. The waiver would require that only the portion to be purchased by St. Therese complete a wetland delineation and full topographic survey. However, the entire parcel will be surveyed to prepare the plat in the next step. The City Council approved the request at the September 24th meeting. 21. *Certificate of Compliance for an Ag Building at 22080 CR 10 (PID 16-119-23-21-0001) (city file 20-034). Greg Ebert has applied for a certificate of compliance for a new agricultural building. The application was administratively approved. 22. *City-Initiated Topography and Wetland Delineation Waiver for property at 10110 CR 116 (PID 12-119-23-22-0001) (city file 20-035). The city has a purchase agreement for a portion of this property for a new water supply site. The waiver would require that only the portion to be purchased by city have a wetland delineation and full topographic survey. However, the entire parcel will be surveyed to prepare the plat in the next step. The City Council approved the request at the September 24th meeting. 8b. Page 1 of 3 CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 – Office 763.420.6056 – Fax E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: To: From: Re: November 5, 2020 Planning Commission Brad Martens, City Administrator City Council Report The Planning Commission last met on September 3, 2020. The following is a recap of some of the items discussed at City Council meetings since that time. A full recap can be found by reviewing the approved City Council minutes on the website September 10, 2020 Council Meeting •2021 Preliminary Levy o Approved Resolution 2020-68 Adopting Preliminary Proposed Tax Levy Collectible in 2021 in the amount of $5,054,460 •2021 Proposed Levies and Taxes Insert o Authorized staff to submit the insert to Hennepin County and incur the costs associated with the project •CARES Act Fund Use Plan o Authorized staff to utilize CARES Act funds as presented with the additional item. •Park Building Roof Repair o Approved the quote from B&B Sheet Metal & Roofing, Inc. in the amount of $11,621. •Pandemic Response Update o Staff provided an update on the ongoing pandemic response •2020 City Council Schedule o Rescheduled the September 24th work session to October 22nd at 6:00 pm Page 2 of 3 September 24, 2020 Council Meeting • Employee Recognition – Michelle Friedrich, 5 Years o Council and staff thanked Michelle for her service to the City • Petition for EAW o Adopted the resolution denying the request for preparation of an EAW • Site Plan, Conditional Use Permit, and Preliminary Plat for Eagle Brook Church o Denied the Site Plan and Conditional Use Permit • Nelson International Conditional Use Permit Site Plan and Variance for the property at 10409 County Road 101 o Approved the items with a few amendments adding conditions for outside hours of operation and sign lighting • Job Offer – Planner o Authorized the Mayor and City Administrator to finalize a job offer for the position of Planner October 8, 2020 Council Meeting • Awarding the Sale of General Obligation Capital Improvement Plan Refunding Bonds – Series 2020B o Approved the refunding bonds for the Public Works facility taking advantage of interest savings. This action will save the City about $25,000 annually and $413,000 over the term. • MS4 Stormwater Pollution Prevention Program (SWPPP) Annual Public Input Opportunity o Council held offered a comment opportunity on the program • Joint City Council and Charter Commission Meeting o Called a joint meeting of the City Council and Charter Commission on November 12th at 5:30 pm • Police Sergeant Promotional Process and Police Officer Hiring Process o Authorized staff to hold an internal Police Sergeant promotional process with authority for the Director of Public Safety to select and appoint the preferred candidate to the position effective January 1, 2021; and, directed staff to initiate a Police Officer hiring process to establish a candidate list for the current and upcoming Police Officer vacancies. • Wetland Delineation Authorization o Authorized staff to complete wetland delineations and associated survey work for the Trail Haven Road, Cain Road, and Schutte Road bridge sites in an amount not to exceed $3,000 Page 3 of 3 October 22, 2020 Council Meeting • City Hall Remodel Project – Card Reader and Change Order Approvals o Authorized the City Administrator to approve individual change orders up to $10,000, not to exceed 10% of the overall construction amount o Authorized staff to proceed with a card reader proposal from Integrated Protection Systems • Authorize Feasibility Study -- Bridge Replacement Project o Approved the feasibility study proposal for bridge improvements including soil borings at Trail Haven Road, Cain Road, and Schutte Road in an amount not to exceed $24,000 • Deferred Special Assessments o Authorized staff to enter into agreements with the three properties to pay the deferred assessments over 10 years with interest at 1% above the City’s most recent borrowing interest rate • Special City Council meeting o Called a special City Council meeting for Thursday, October 29th at 4:30 pm to hold a closed session Attachments: None