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Home My WebLink AboutItem 06 - Autumn Hill Preliminary PlatCity of Lakeville Community Development Dept Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: March 27, 2024 Subject: Packet Material for the April 4, 2024 Planning Commission Meeting Agenda Item: Autumn Hill preliminary plat Action Deadline: May 15, 2024 BACKGROUND Youngfield Homes, Inc. has applied for a preliminary plat to allow the development of 54 twinhome lots and one detached townhome lot for a total of 55 townhome lots on 20.08 acres to be known as Autumn Hill. The Autumn Hill preliminary plat is located south of 185th Street (CSAH 60) and east of Dodd Boulevard (CSAH 9). The Autumn Hill preliminary plat plans have been distributed to Engineering Division and Parks and Recreation Department staff, and the Parks, Recreation and Natural Resources Committee. EXHIBITS A. Aerial Map B. Zoning Map C. Existing Conditions D. Preliminary Plat E. Grading Plan F. Utility Plan G. Tree Inventory H. Landscape Plan I. Foundation planting plan J. Mulberry-Redwood unit plans (5 pages) K. Teak-River Birch unit plans (5 pages) L. Plat Commission Letter 2 PLANNING A NALYSIS P RELIMINARY PLAT Existing Conditions. The development site consists of two parcels. The use on the property has been primarily a former homesite and undeveloped agricultural land (Exhibit A). Consistency with the Comprehensive Plan. The Autumn Hill property is located in Planning District 5 of the 2040 Comprehensive Plan, which guides the subject property for low/medium density residential development. MUSA. The Autumn Hill preliminary plat area is located within the current MUSA. Adjacent Land Uses . The adjacent land uses and zoning are as follows: North – 185th Street (CSAH 60), King Park (P/OS) East – Undeveloped land, future Caslano 3rd Addition (currently RS-3, RS-4 upon plat recording) South – Single family homes (RS-4) West – Dodd Blvd (CSAH 9), Century Middle School (RS-2) Consistency with the Capital Improvement Plan (CIP). City streets, sanitary sewer and water improvements for the area of Autumn Hill will be financed and constructed by the developer. The development costs associated with the Autumn Hill development are not programmed in the 2024–2025 CIP. Premature Subdivision Criteria. A preliminary plat may be deemed premature if any of the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to a lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police and fire protection). The other pertinent criteria pertain to inconsistencies with the City Comprehensive Land Use and Capital Improvement Plans. Staff review of the Autumn Hill preliminary plat against these criteria finds that it is not a premature subdivision. Density/Average Lot Size . The Autumn Hill preliminary plat consists of 55 townhome on 20.09 acres. This results in a gross density of 2.74 units per acre. Excluding arterial street right-of-way and the stormwater management pond, the net density is 4.03 units per acre. TOWNHOME DEVELOPMENT STANDARDS Lot Requirements. The following minimum requirements for townhome building setbacks in the RST-2 District pertain to the Autumn Hill preliminary plat: Base Lot Between Units Front/Side Yard (to ROW) RST-2 30 feet 14 feet 20 feet (front), 25 feet (garage) 3 The proposed unit lots shown on the Autumn Hill preliminary plat have sufficient area to accommodate the townhome units. The RST-2 District requires at least 5,000 square feet per unit. The Autumn Hill Preliminary plat has an average of just over 7,000 square feet per unit for the townhome area, which exceeds the minimum lot area per unit requirements of the RST-2 District. HOA. A homeowner’s association will be required to be established for maintenance of all attached townhome units as well as ownership and maintenance of the following common lots:  Lot 31, Block 1  Lot 11, Block 2  Lot 16, Block 3 Exterior Materials. Each unit must meet the requirements of Section 11-57-19.B.3, which requires that a minimum of 25% of the area of each elevation of the unit must have an exterior finish of brick, stucco, and/or natural or artificial stone. Except for brick, stucco, and/or natural or artificial stone, no single elevation may have more than 75% of one type of finish or have more than 60% of all elevations of one type of finish. The City has deemed the use of cement fiberboard or engineered wood siding as satisfying the minimum masonry material requirement and is therefore also allowed to exceed the maximum area limit for non-masonry materials. Exterior material calculations are required to be provided with the building permit submittal. Floor Area. The proposed townhome units must comply with the minimum requirements for above grade floor area established by Section 11-17-13.D of the Zoning Ordinance. The submitted floor plans have floor areas in excess of the requirements of Section 11-17- 13.D. Garage Area. The townhome units are proposed to include slab on grade, look out, and walk out units. The minimum width of each garage must be 20 feet (interior measurement). Units that are slab on grade must have a minimum garage size of 540 square feet and units which are a look out/walk out design must have minimum garage size of 440 square feet, to comply with the requirements of Section 11-57-19.C. Two of the proposed unit plans include a garage area in excess of 540 square feet, which meets the requirements for a slab on grade unit. Tree Inventory. A tree inventory was submitted by the developer. There are 155 significant trees located within the Autumn Hill preliminary plat boundary. The plan proposes to save 12 (7.8%) blue and white spruce trees located along Dodd Boulevard. Landscaping. Landscaping is proposed along the south property line, as required in Section 11-57.19, and is a mix of overstory and evergreen trees (Exhibit H). In addition, each townhome building must provide landscaping at the immediate perimeter of the unit 4 (Exhibit I). The landscape plan must be revised to include a combination of overstory trees, understory trees, evergreens, shrubs, etc. across the site and not just along the perimeter. The typical foundation planting plan must be revised to show landscaping around the immediate perimeter of the principal structure, and not just at the front of the unit. These revised plans must be submitted prior to City Council consideration of the preliminary plat. All landscaped areas, including common open space and public right of way, must have an inground irrigation system with an automatic controller. With the final plat, the Developer must provide information that the landscaping of the detached townhome units meets the requirements of Section 11-57-19.G. Residential Buffer Yard Requirements. Dodd Boulevard (CSAH 9) and 185th Street (CSAH 60) are classified as minor arterials in the Comprehensive Transportation Plan and therefore require buffer yard landscaping to provide an effective minimum visual screen to a height of 10 feet. The buffer yard landscape plan includes the installation of a variety of overstory and evergreen trees to provide a visual buffer (Exhibit H). Prior to City Council consideration, the buffer yard landscaping plan must be updated to include the 12 spruce trees identified as save trees on the tree inventory plan. Within Lot 31, Block 1, the Developer must install sod with the buffer yard plantings to the trails along 185 th Street and Dodd Boulevard. Outlot. There is one outlot, Outlot A, which is 1.72 acres, consisting of a stormwater management basin that will be deeded to the City with the final plat. Signs. A subdivision monument sign location is indicated at the southeast of the intersection of 185th Street and Dodd Boulevard. The proposed location must be modified to meet the required 15-foot setback from the property lines. A sign permit must be issued prior to installation of the sign. Streets. The following is a summary of streets proposed with the Autumn Hill preliminary plat. Additional detailed information is outlined in the Engineering Division memorandum dated March 27, 2024. Dodd Boulevard (CSAH 9) – Dodd Boulevard is west of and adjacent to the property and is classified as a minor arterial in the City’s Comprehensive Transportation Plan. The 2.08 acres of right of way for Dodd Boulevard that will be dedicated with the final plat is currently contained by a highway easement. No access to Dodd Boulevard is proposed from the Autumn Hill preliminary plat. 185th Street (CSAH 60) – 185th Street is north of and adjacent to the Autumn Hill preliminary plat and is classified as a minor arterial in the City’s Comprehensive Transportation Plan. The 2.7 acres of right of way for 185th Street that will be dedicated with the final plat is currently within a right of way easement. One street access to the Autumn Hill preliminary plat is provided from 185th Street. 5 Iden Avenue is a local residential street that will be extended north from its current terminus in the Feldman Heights subdivision. It will be a 32-foot-wide street within a 60- foot right-of-way with a five-foot-wide concrete sidewalk along the west side of the street. Street A will be a local residential street that will connect with Iden Avenue to the south and be stubbed to the east just south of 185th Street to connect to the future Caslano 3rd Addition. It will be a 32-foot-wide street within a 60-foot right-of-way with a five-foot- wide concrete sidewalk along one side of the street. Street B will be a local residential street that will provide restricted access to the development from 185th Street. It will be a 32-foot-wide street within a 60-foot right-of- way with a five-foot-wide concrete sidewalk along the west side of the street. All streets meet the minimum width and design requirements of the Subdivision Ordinance. Phasing. Autumn Hill is proposed to be developed in one phase. Sidewalks/Trails. The developer will construct five-foot-wide concrete sidewalks along one side of all streets in the development. Bituminous trails currently are located on the east side of Dodd Boulevard and the south side of 185th Street. No additional trails are proposed with this development. Grading, Drainage, Erosion Control, and Utilities. Proposed grading, drainage, erosion control, and utilities for the Autumn Hill preliminary plat is shown on the grading, drainage and erosion control and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utilities details are outlined in the March 27, 2024 engineering report prepared by Kris Keller and Kendra Fallon, Project Engineers from WSB, on behalf of the Engineering Division. The Engineering Division recommends approval of the preliminary plat. Wetlands. A wetland delineation has been completed and determined there are no wetland impacts proposed with this development. Park Dedication. Park dedication has not been collected on the parent parcels and will be satisfied through a cash contribution to be paid at the time of final plat. Plat Commission. The Dakota County Plat Commission reviewed and approved the preliminary plat at their February 20, 2024 meeting. The Plat Commission letter is included as Exhibit L. RECOMMENDATION Community Development Department staff recommends approval of the Autumn Hill preliminary plat, subject to the following stipulations: 6 1. Implementation of the recommendations listed in the March 27, 2024 engineering report. 2. Park dedication shall be satisfied with a cash contribution paid with the final plat. 3. The developer shall construct five-foot-wide concrete sidewalks as shown on the preliminary plat plans. 4. Outlot A shall be deeded to the City with the final plat. 5. An HOA must be established for maintenance of all attached townhome units within Autumn Hill as well as ownership and maintenance of the following common area lots:  Lot 31, Block 1  Lot 11, Block 2  Lot 16, Block 3 6. Buffer yard landscaping shall be installed according to the approved landscape plan and a security for the buffer yard landscaping shall be submitted with the final plat. 7. Within Lot 31, Block 1, the Developer must install sod with the buffer yard plantings to the trails along 185th Street and Dodd Boulevard. 8. Prior to City Council consideration, the landscape plan must be modified to include a combination of overstory, understory, evergreens and shrubs across the site and to incorporate the 12 spruce trees indicated as save trees on the tree inventory plan. 9. Prior to City Council consideration, the typical foundation planting plan must be revised to show foundation plantings around the entire perimeter of the principal structure. Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City of Lakeville Autumn Hill Preliminary Plat EXHIBIT A DODD B O U L E V A R D ( C S A H 9 ) 185TH ST 187TH ST 183RD ST Preliminary Plat Area King Park 185TH ST (CSAH 60) HUXLEY AVE IDEN AVE City of Lakeville Autumn Hill Preliminary Plat EXHIBIT B DODD BO ULEVARD (CSAH 9) 185TH ST 187TH ST 183RD ST Preliminary Plat Area King Park 185TH ST (CSAH 60) HUXLEY AVE IDEN AVE P/OS P/OS P/OS PUD PUD RS-3 - Change to RS-4 upon recording of Caslano 3rd Addition. RST-2 RS-4 RS-3 RS-2 RS-4 EXHIBIT C EXHIBIT D DO D D B L V D 185TH ST W x x CS A H 9 CASH 60 EXHIBIT E DO D D B L V D 185TH ST W CS A H 9 CASH 60 EXHIBIT F DO D D B L V D EXISTING HOUSE EXISTING HOUSE SHED SHED SHED 185TH ST W CS A H 9 CASH 60 EXHIBIT G Tag Species DBH Cond Notes S=Save Longitude Latitude HAE Easting Northing MSL 1 Maple, norway 16 Good R -93.2513 44.6803 1006.26 516996 175977 1006.26 2 Maple, silver 20 Good R -93.2511 44.6803 1006.44 517049 175964 1006.44 3 Maple, norway 19 Good R -93.2511 44.6802 1011.16 517046 175924 1011.16 4 Maple, silver 14 Good R -93.251 44.6802 1009.8 517080 175951 1009.8 5 Maple, silver 7 Good R -93.2509 44.6801 1002.49 517104 175908 1002.49 6 Maple, silver 25 Good R -93.2507 44.6801 999.997 517160 175897 999.997 7 Maple, silver 45 Average R -93.2507 44.6802 1006.27 517165 175932 1006.27 8 Maple, silver 27 Average R -93.2506 44.6802 1006.02 517183 175945 1006.02 9 Maple, silver 67 Average large cavity at base R -93.2506 44.6803 998.722 517191 175969 998.722 10 Maple, silver 8 Good R -93.2505 44.6804 1004.21 517206 175999 1004.21 11 Maple, silver 16 Good R -93.2505 44.6803 1011.7 517217 175980 1011.7 12 Elm, siberian 16 Good R -93.2504 44.6804 1006.08 517225 176011 1006.08 13 Elm, siberian 15 Good R -93.2504 44.6804 1016.28 517234 176016 1016.28 14 Elm, siberian 44 Average R -93.2503 44.6804 1021.9 517259 176006 1021.9 15 Maple, silver 64 Average large cavity at base R -93.2504 44.6801 1001.41 517245 175916 1001.41 16 Maple, silver 23 Good R -93.2505 44.68 1001.38 517220 175880 1001.38 17 Maple, silver 40 Average R -93.2502 44.6801 984.691 517279 175905 984.691 18 Maple, silver 28 Good R -93.2503 44.68 1010.44 517273 175879 1010.44 19 Maple, silver 31 Average R -93.2499 44.6799 997.66 517368 175812 997.66 20 9 Average R -93.2495 44.6797 995.848 517463 175758 995.848 21 Crabapple 13 Good R -93.2499 44.6803 997.143 517377 175988 997.143 22 Crabapple 15 Good R -93.2498 44.6804 997.634 517383 176010 997.634 23 Crabapple 10 Good R -93.2499 44.6804 999.951 517364 176002 999.951 24 Maple, silver 52 Average R -93.2502 44.6804 1002.43 517293 175996 1002.43 25 Spruce, white 14 Good 40 ft R -93.2503 44.6805 997.002 517277 176052 997.002 26 Spruce, white 8 Good 40 ft R -93.2503 44.6805 994.207 517268 176059 994.207 27 Spruce, white 11 Good 40 ft R -93.2503 44.6805 1003.76 517262 176053 1003.76 28 Spruce, white 12 Good 40 ft R -93.2503 44.6805 999.322 517253 176062 999.322 29 Maple, silver 12 Good R -93.2504 44.6805 1009.45 517244 176040 1009.45 30 Maple, silver 7 Good R -93.2503 44.6805 1003.07 517252 176032 1003.07 31 Spruce, white 12 Good 40 ft R -93.2504 44.6805 1001.73 517239 176062 1001.73 32 Spruce, white 15 Good 40 ft R -93.2505 44.6805 1001.89 517222 176062 1001.89 33 Spruce, white 9 Good 40 ft R -93.2505 44.6806 998.971 517210 176066 998.971 34 Spruce, white 16 Good 40 ft R -93.2505 44.6806 1009 517202 176071 1009 35 Spruce, white 10 Good 40 ft R -93.2506 44.6806 1004.68 517194 176067 1004.68 36 Spruce, white 14 Good 40 ft. 2x 8 6 R -93.2506 44.6806 1011.23 517185 176069 1011.23 37 Spruce, white 14 Good 40 ft R -93.2506 44.6806 1008.12 517180 176073 1008.12 38 Spruce, white 8 Good 40 ft R -93.2507 44.6806 1011.44 517153 176071 1011.44 39 Spruce, white 17 Good 40 ft R -93.2507 44.6806 997.244 517147 176076 997.244 40 Spruce, white 17 Good 40 ft R -93.2508 44.6806 1002.6 517133 176074 1002.6 41 Spruce, white 22 Good 40 ft R -93.2508 44.6806 1001.33 517129 176075 1001.33 42 Spruce, white 20 Good 40 ft R -93.2509 44.6806 997.28 517117 176079 997.28 43 Spruce, white 20 Good 40 ft R -93.251 44.6806 1000.77 517077 176091 1000.77 44 Spruce, white 19 Good 40 ft R -93.251 44.6806 1002.27 517070 176090 1002.27 45 Spruce, white 16 Good 40 ft R -93.2511 44.6806 1009.5 517056 176091 1009.5 46 Spruce, white 15 Good 40 ft R -93.2511 44.6806 998.428 517050 176088 998.428 47 Spruce, white 15 Good 40 ft R -93.2511 44.6806 1004.03 517048 176087 1004.03 48 Spruce, white 15 Good 40 ft R -93.2511 44.6806 1011.75 517045 176093 1011.75 49 Spruce, white 12 Good 40 ft S -93.2512 44.6806 1004.58 517040 176094 1004.58 50 Spruce, white 8 Good 40 ft S -93.2512 44.6806 1000.48 517034 176090 1000.48 51 Spruce, blue 19 Good 40 ft S -93.2512 44.6807 996.679 517036 176107 996.679 52 Spruce, white 14 Good 40 ft S -93.2512 44.6806 1015.25 517018 176092 1015.25 53 Spruce, white 9 Average 40 ft S -93.2513 44.6806 1004.67 517007 176098 1004.67 54 Spruce, blue 13 Good 40 ft S -93.2513 44.6807 1003.11 517011 176107 1003.11 55 Spruce, blue 17 Good 40 ft S -93.2513 44.6807 999.924 517000 176108 999.924 56 Spruce, blue 18 Good 40 ft S -93.2513 44.6805 1004.05 516993 176041 1004.05 57 Spruce, blue 17 Good 40 ft S -93.2514 44.6805 1004.13 516986 176029 1004.13 58 Spruce, blue 20 Good 40 ft S -93.2514 44.6804 1000.6 516984 176021 1000.6 59 Spruce, blue 16 Good 40 ft S -93.2514 44.6804 1005.45 516978 176002 1005.45 60 Spruce, blue 23 Good 40 ft S -93.2514 44.6803 1003.65 516969 175986 1003.65 61 Boxelder 11 Average R -93.2513 44.6791 1000.77 517007 175529 1000.77 62 Boxelder 9 Average R -93.2513 44.6791 1000.27 517007 175524 1000.27 63 Boxelder 16 Average 2x 8 8 R -93.2512 44.6791 998.705 517021 175532 998.705 64 Boxelder 6 Average R -93.2512 44.6791 998.475 517030 175528 998.475 65 22 Good R -93.251 44.6791 1000.3 517081 175528 1000.3 66 36 Good R -93.251 44.6791 994.794 517088 175529 994.794 67 Willow, black 24 Average R -93.251 44.6791 1004.34 517090 175517 1004.34 68 Willow, black 47 Average 2x 25 22 R -93.2508 44.679 1002.54 517126 175514 1002.54 69 Boxelder 7 Average R -93.2507 44.6791 1008.08 517149 175522 1008.08 70 Boxelder 6 Average R -93.2507 44.6791 1009.24 517156 175521 1009.24 71 Boxelder 28 Average R -93.2507 44.6791 998.775 517165 175521 998.775 72 9 Good R -93.2487 44.679 985.168 517669 175512 985.168 73 Elm, american 12 Average S -93.2479 44.6791 985.777 517901 175517 985.777 74 Boxelder 8 Average S -93.2478 44.679 980.638 517905 175509 980.638 75 Boxelder 11 Average S -93.2479 44.6791 981.785 517899 175525 981.785 76 Boxelder 7 Average R -93.2479 44.6791 992.226 517897 175538 992.226 77 Boxelder 7 Average R -93.2478 44.6793 993.486 517904 175613 993.486 78 Boxelder 6 Average R -93.2478 44.6793 985.969 517910 175620 985.969 79 Boxelder 9 Average R -93.2478 44.6794 991.689 517910 175627 991.689 Tag Species DBH Cond Notes S=Save Longitude Latitude HAE Easting Northing MSL 80 Boxelder 10 Average R -93.2478 44.6794 981.91 517915 175649 981.91 81 Boxelder 6 Average R -93.2478 44.6794 981.741 517904 175652 981.741 82 Boxelder 6 Average R -93.2478 44.6794 992.031 517904 175662 992.031 83 Elm, american 12 Average R -93.2478 44.6796 983.602 517912 175710 983.602 84 Boxelder 7 Average R -93.2479 44.6796 986.914 517896 175704 986.914 85 Boxelder 7 Average R -93.2479 44.6796 982.408 517899 175710 982.408 86 Boxelder 9 Average R -93.2478 44.6796 985.917 517911 175729 985.917 87 Boxelder 15 Average R -93.2478 44.6797 985.124 517914 175740 985.124 88 Elm, american 20 Average 2x 11 9 R -93.2478 44.6797 996.347 517916 175751 996.347 89 Elm, american 7 Average R -93.2478 44.6797 982.191 517911 175757 982.191 90 Boxelder 6 Average R -93.2478 44.6797 997.02 517903 175752 997.02 91 Boxelder 12 Average R -93.2478 44.6797 987.41 517908 175767 987.41 92 Boxelder 12 Average R -93.2478 44.6797 982.256 517905 175770 982.256 93 Boxelder 24 Average R -93.2478 44.6798 987.649 517904 175788 987.649 94 Boxelder 13 Average R -93.2478 44.6799 985.091 517910 175813 985.091 95 Boxelder 13 Average R -93.2478 44.6799 990.582 517905 175815 990.582 96 Boxelder 15 Average R -93.2478 44.68 995.807 517916 175847 995.807 97 Boxelder 20 Average 2x 11 9 R -93.2478 44.68 983.361 517912 175857 983.361 98 Boxelder 9 Average R -93.2478 44.68 989.408 517915 175864 989.408 99 Boxelder 9 Average R -93.2478 44.68 977.561 517917 175865 977.561 100 Elm, siberian 19 Average R -93.2478 44.6801 984.527 517913 175888 984.527 101 Elm, american 7 Average R -93.2479 44.6801 983.991 517887 175889 983.991 102 Boxelder 13 Average R -93.2479 44.6802 987.169 517882 175933 987.169 103 Boxelder 10 Average R -93.2479 44.6802 984.669 517894 175938 984.669 104 Elm, american 6 Average R -93.2478 44.6802 984.246 517903 175935 984.246 105 Boxelder 13 Average R -93.2479 44.6802 989.958 517897 175948 989.958 106 Boxelder 7 Average R -93.2479 44.6805 977.71 517900 176035 977.71 107 Oak, white 42 Average trunk decay R -93.2479 44.6805 983.116 517890 176054 983.116 108 Elm, american 20 Average R -93.2479 44.6805 984.352 517895 176060 984.352 109 Hackberry 13 Average R -93.2478 44.6805 988.4 517906 176059 988.4 110 Boxelder 9 Average R -93.2479 44.6806 981.447 517885 176096 981.447 111 Boxelder 10 Average R -93.2479 44.6806 975.209 517878 176092 975.209 112 Elm, american 21 Average R -93.248 44.6806 982.836 517865 176079 982.836 113 Boxelder 10 Average R -93.248 44.6806 979.569 517857 176085 979.569 114 Boxelder 11 Average R -93.248 44.6806 979.567 517855 176080 979.567 115 Boxelder 14 Average R -93.2481 44.6806 979.325 517844 176064 979.325 116 Boxelder 18 Average R -93.248 44.6805 988.173 517852 176055 988.173 117 Boxelder 13 Average R -93.2481 44.6805 983.118 517841 176044 983.118 118 Boxelder 10 Average R -93.2482 44.6806 989.272 517812 176081 989.272 119 Boxelder 9 Average R -93.2481 44.6806 981.495 517828 176094 981.495 120 Boxelder 17 Average R -93.2482 44.6806 981.126 517810 176081 981.126 121 Boxelder 15 Average R -93.2483 44.6806 999.318 517793 176076 999.318 122 Boxelder 8 Average R -93.2483 44.6806 997.839 517786 176078 997.839 123 Boxelder 11 Average R -93.2483 44.6805 982.473 517791 176060 982.473 124 Boxelder 16 Average R -93.2483 44.6806 994.021 517785 176100 994.021 125 Boxelder 14 Average R -93.2483 44.6807 989.342 517787 176111 989.342 126 Elm, american 7 Average R -93.2483 44.6807 983.468 517784 176118 983.468 127 Boxelder 7 Average R -93.2484 44.6807 988.894 517768 176113 988.894 128 Boxelder 14 Average R -93.2484 44.6807 991.144 517763 176114 991.144 129 Boxelder 16 Average R -93.2484 44.6806 981.832 517750 176089 981.832 130 Boxelder 19 Average R -93.2478 44.6808 982.101 517904 176142 982.101 131 Boxelder 11 Average R -93.2478 44.6807 976.997 517901 176136 976.997 132 Boxelder 15 Average R -93.2479 44.6808 977.752 517893 176148 977.752 133 Boxelder 12 Average R -93.2478 44.6808 984.224 517904 176151 984.224 134 Boxelder 9 Average R -93.2479 44.6807 981.327 517892 176136 981.327 135 Boxelder 15 Average R -93.2479 44.6807 975.727 517882 176118 975.727 136 Boxelder 20 Average R -93.2479 44.6807 992.216 517879 176113 992.216 137 Boxelder 13 Average R -93.2479 44.6807 977.926 517877 176120 977.926 138 Boxelder 13 Average R -93.2479 44.6807 978.5 517878 176124 978.5 139 Boxelder 16 Average R -93.2482 44.6808 984.434 517803 176149 984.434 140 Boxelder 15 Average R -93.2482 44.6807 988.148 517815 176125 988.148 141 Boxelder 12 Average R -93.2482 44.6807 990.151 517816 176120 990.151 142 Boxelder 13 Average R -93.2483 44.6807 985.698 517796 176116 985.698 143 Boxelder 14 Average R -93.2484 44.6808 979.673 517745 176154 979.673 144 Boxelder 12 Average R -93.2484 44.6808 982.549 517749 176151 982.549 145 Boxelder 12 Average R -93.2485 44.6808 988.391 517742 176149 988.391 146 Boxelder 18 Average R -93.2485 44.6807 991.319 517742 176125 991.319 147 Boxelder 11 Average R -93.2485 44.6807 994.645 517731 176129 994.645 148 Boxelder 15 Average R -93.2485 44.6807 995.002 517722 176113 995.002 149 Boxelder 12 Average R -93.2486 44.6807 989.48 517716 176122 989.48 150 Boxelder 14 Average R -93.2486 44.6808 990.264 517706 176139 990.264 151 Boxelder 17 Average R -93.2486 44.6808 989.13 517698 176143 989.13 152 Boxelder 19 Average R -93.2487 44.6807 985.17 517692 176128 985.17 153 Boxelder 10 Average R -93.2487 44.6807 997.642 517690 176115 997.642 154 Boxelder 16 Average R -93.2486 44.6807 1009.94 517694 176102 1009.94 155 Boxelder 12 Average R -93.2487 44.6806 995.923 517675 176099 995.923 Ash, green 11 Dying diseased w/EAB R -93.2506 44.6804 1004.93 517197 176017 1004.93 Ash, green 14 Dying diseased w/EAB R -93.2508 44.6801 1002.17 517134 175900 1002.17 Ash, green 14 Dying diseased w/EAB R -93.2503 44.6804 1006.45 517270 176003 1006.45 DO D D B L V D 185TH ST W CS A H 9 CASH 60 EXHIBIT H EXHIBIT I First Floor 0' - 0" Second Floor10' - 1 3/4" Roof 18' - 2 7/8" Basement -9' - 2 5/8" T.O. Footing-9' - 6 1/8" B.O. Footing -10' - 2 1/8" Top of Foundation-1' - 2 1/8" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 0 5/8" Roof Peak27' - 2 1/4" Grade-1' - 8 1/8" 8' - 1 1 / 8 " 1' - 0 5 / 8 " 9' - 1 1 / 8 " 1' - 0 5 / 8 " 8' - 2 " 1' - 2 1 / 8 " 8' - 4 " REDWOOD - LOT 04 MULBERRY - LOT 03 REDWOOD - LOT 04MULBERRY - LOT 03 DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 5: 0 9 : 0 7 P M 03 Fr o n t & R e a r E l e v a t i o n s CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 3 - 0 4 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 4 SM M Bl k 0 1 L o t s 0 3 - 0 4 La k e v i l l e , M N 5 5 0 4 4 STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1 Front Elevation 1/4" = 1'-0" 2 Rear Elevation TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 6" EXPOSURE COMPOSITE SIDING PER ELEVATION 7" EXPOSURE COMPOSITE SHAKE STRAIGHT PER ELEVATION 2" STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS COMPOSITE STOOL & APRON WINDOW & DOOR WRAPS PER ELEVATION 5/4" x 6" COMPOSITE CORNER BOARDS PER ELEVATION 4/4" x 6" COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y EXHIBITJ DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 5: 0 9 : 1 6 P M 04 Le f t & R i g h t E l e v a t i o n s CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 3 - 0 4 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 4 SM M Bl k 0 1 L o t s 0 3 - 0 4 La k e v i l l e , M N 5 5 0 4 4 TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 6" EXPOSURE COMPOSITE SIDING PER ELEVATION 7" EXPOSURE COMPOSITE SHAKE STRAIGHT PER ELEVATION 2" STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS COMPOSITE STOOL & APRON WINDOW & DOOR WRAPS PER ELEVATION 5/4" x 6" COMPOSITE CORNER BOARDS PER ELEVATION 4/4" x 6" COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C A STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1 Left Elevation 1/4" = 1'-0" 2 Right Elevation SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y 11' - 1"8' - 3"20' - 6"21' - 8"18' - 4" 5' - 1 0 " 51 ' - 2 " 12 ' - 0 " 3' - 0 " 10 ' - 0 " 11' - 10"28' - 0"29' - 0"10' - 10" 79' - 8" 1' - 2 " 68 ' - 1 0 " 10 ' - 0 " 80 ' - 0 " 3' - 0 " REDWOOD - LOT 04 MULBERRY - LOT 03 1/4" = 1'-0" 1 Lower Level WINDOW NOTE: GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 5: 0 9 : 1 8 P M 06 Lo w e r L e v e l CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 3 - 0 4 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 4 SM M Bl k 0 1 L o t s 0 3 - 0 4 La k e v i l l e , M N 5 5 0 4 4 DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO CENTER OF STUD. FLOOR JOISTS ARE CALLED OUT AT 16" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-2" UNLESS NOTED T.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED LOWER LEVEL NOTES: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y 10 ' - 0 " 69 ' - 0 " 1' - 0 " 12' - 0"28' - 0"29' - 0"11' - 0" 6' - 0 " 51 ' - 0 " 12 ' - 0 " 3' - 0 " 12' - 3"6' - 3"21' - 6"21' - 6"18' - 6" 80 ' - 0 " 80' - 0" 3' - 0 " REDWOOD - LOT 04 MULBERRY - LOT 03 1/4" = 1'-0" 1 Main Level DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 5: 0 9 : 1 9 P M 07 Ma i n L e v e l CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 3 - 0 4 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 4 SM M Bl k 0 1 L o t s 0 3 - 0 4 La k e v i l l e , M N 5 5 0 4 4 WINDOW NOTE: GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD FLOOR JOISTS ARE CALLED OUT AT 16" O.C. FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 9'-1-1/8" UNLESS NOTED T.O. WINDOW FRAMES SET @ 96" FROM FLOOR UNLESS NOTED MAIN LEVEL NOTES: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y 6' - 0 " 23 ' - 0 " 28 ' - 0 " 12 ' - 0 " 3' - 0 " 40' - 0"29' - 0"11' - 0" 69 ' - 0 " 3' - 0 " 12' - 3"6' - 3"21' - 6"21' - 6"18' - 6" 72 ' - 0 " 80' - 0" REDWOOD - LOT 04 MULBERRY - LOT 03 1/4" = 1'-0" 1 Upper Level DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 5: 0 9 : 2 0 P M 08 Up p e r L e v e l CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 3 - 0 4 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 4 SM M Bl k 0 1 L o t s 0 3 - 0 4 La k e v i l l e , M N 5 5 0 4 4 DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD ROOF TRUSSES ARE CALLED OUT AT 24" O.C. FLOOR/ROOF SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED T.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED upper LEVEL NOTES:WINDOW NOTE: GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y First Floor 0' - 0" Second Floor10' - 1 3/4" Roof18' - 2 7/8" Basement -9' - 2 5/8" T.O. Footing -9' - 6 1/8" B.O. Footing-10' - 2 1/8" Top of Foundation-1' - 2 1/8" First Floor Clg. 9' - 1 1/8" Basement Clg.-1' - 0 5/8" Roof Peak 29' - 3 1/4" Grade-1' - 8 1/8" 8' - 1 1 / 8 " 1' - 0 5 / 8 " 9' - 1 1 / 8 " 1' - 0 5 / 8 " 8' - 2 " 1' - 2 1 / 8 " 8' - 4 " RIVER BIRCH - LOT 02 TEAK - LOT 01 RIVER BIRCH - LOT 02TEAK - LOT 01 DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 4: 3 0 : 4 6 P M 03 Fr o n t & R e a r E l e v a t i o n s CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 1 - 0 2 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 0 2 4 SM M Bl k 0 1 L o t s 0 1 - 0 2 La k e v i l e , M N 5 5 0 4 4 STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1 Front Elevation 1/4" = 1'-0" 2 Rear Elevation TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 6" EXPOSURE COMPOSITE SIDING PER ELEVATION 7" EXPOSURE COMPOSITE SHAKES STRAIGHT PER ELEVATION 2" STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS COMPOSITE STOOL & APRON WINDOW & DOOR WRAPS PER ELEVATION 5/4" x 6" COMPOSITE CORNER BOARDS PER ELEVATION 4/4" x 6" COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y EXHIBIT K DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 4: 3 0 : 5 4 P M 04 Le f t & R i g h t E l e v a t i o n s CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 1 - 0 2 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 0 2 4 SM M Bl k 0 1 L o t s 0 1 - 0 2 La k e v i l e , M N 5 5 0 4 4 TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 6" EXPOSURE COMPOSITE SIDING PER ELEVATION 7" EXPOSURE COMPOSITE SHAKES STRAIGHT PER ELEVATION 2" STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS COMPOSITE STOOL & APRON WINDOW & DOOR WRAPS PER ELEVATION 5/4" x 6" COMPOSITE CORNER BOARDS PER ELEVATION 4/4" x 6" COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C A STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1 Left Elevation 1/4" = 1'-0" 2 Right Elevation SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y RIVER BIRCH - LOT 02 TEAK - LOT 01 10' - 10"29' - 0"16' - 0"12' - 0"11' - 10" 11' - 1"8' - 3"20' - 6"22' - 2"17' - 10" 18 ' - 6 " 50 ' - 4 " 1' - 2 " 1' - 0 " 12 ' - 0 " 45 ' - 8 " 5' - 1 0 " 4' - 8 " 70 ' - 0 " 79' - 8" 1/4" = 1'-0" 1 Lower Level - Layout WINDOW NOTE: GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 4: 3 0 : 5 6 P M 06 Lo w e r L e v e l CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 1 - 0 2 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 0 2 4 SM M Bl k 0 1 L o t s 0 1 - 0 2 La k e v i l e , M N 5 5 0 4 4 DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO CENTER OF STUD. FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-2" UNLESS NOTED T.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED LOWER LEVEL NOTES: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y RIVER BIRCH - LOT 02 TEAK - LOT 01 12' - 3"6' - 3"21' - 6"22' - 0"18' - 0" 1' - 0 " 12 ' - 0 " 45 ' - 6 " 6' - 0 " 4' - 6 " 11' - 0"29' - 0"16' - 0"12' - 0"12' - 0" 1' - 0 " 50 ' - 6 " 18 ' - 6 " 70 ' - 0 " 80' - 0" 13 ' - 0 " 69 ' - 0 " 1/4" = 1'-0" 1 Main Level - Layout DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 4: 3 0 : 5 7 P M 07 Ma i n L e v e l CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 1 - 0 2 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 0 2 4 SM M Bl k 0 1 L o t s 0 1 - 0 2 La k e v i l e , M N 5 5 0 4 4 WINDOW NOTE: GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD FLOOR JOISTS ARE CALLED OUT AT 16" O.C. FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 9'-1-1/8" UNLESS NOTED T.O. WINDOW FRAMES SET @ 96" FROM FLOOR UNLESS NOTED MAIN LEVEL NOTES: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y 11' - 0"29' - 0"40' - 0" 50 ' - 6 " 18 ' - 6 " 12' - 3"6' - 3"21' - 6"22' - 0"18' - 0" 13 ' - 0 " 47 ' - 0 " 4' - 6 " 4' - 6 " 69 ' - 0 " 80' - 0" 1/4" = 1'-0" 1 Upper Level - Layout DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 3/ 1 3 / 2 0 2 4 4: 3 0 : 5 8 P M 08 Up p e r L e v e l CJ H - A u t u m n H i l l s - B l k 0 1 Lo t s 0 1 - 0 2 - C D Au t u m n H i l l s Co u n t r y J o e H o m e s 22 2 6 0 D o d d B l v d La k e v i l l e , M N 5 5 0 4 4 03 . 1 3 . 2 0 2 4 SM M Bl k 0 1 L o t s 0 1 - 0 2 La k e v i l e , M N 5 5 0 4 4 DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD ROOF TRUSSES ARE CALLED OUT AT 24" O.C. FLOOR/ROOF SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED T.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED upper LEVEL NOTES:WINDOW NOTE: GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: RE V I S I O N S C H E D U L E Nu m b e r D a t e I s s u e d b y Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Ave nue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us February 20, 2024 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: AUTUMN HILL The Dakota County Plat Commission met on February 14, 2024, to consider the preliminary plat of the above referenced plat. The plat is adjacent to County Road 60 (185TH St.) and CSAH 9 (Dodd Blvd.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The site includes a twin home development in the southeast quadrant of County Road 60 (185th Street) and CSAH 9 (Dodd Blvd). There will be one access off 185th Street, shown as “Street B” on the plan, as a restricted access location. The right-of-way needs are 75 feet of half right of way for CSAH 9 and County Road 60 (185th Street). Restricted access should be shown along all of Lot 31 for CSAH 9 and County Road 60. A quit claim deed to Dakota County along for restricted access is required with the recording of the plat mylars. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on March 12, 2024. Traffic volumes on CR 60 and CSAH 9 are unknown and 15,938 ADT, respectively and are yet to be determined for CR 60 and anticipated to be 16,000 ADT for CSAH 9 by the year 20 40. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. EXHIBIT L Please contact TJ Bentley regarding permitting questions at (952) 891 -7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891 -7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Steve Sauber 1 7 8 E 9 T H S T R E E T | S U I T E 2 0 0 | S A I N T P A U L , M N | 5 5 1 0 1 | 6 5 1 . 2 8 6 . 8 4 5 0 | W S B E N G . C O M Memorandum To: Kris Jenson, Planning Manager From: Kris Keller, Project Engineer Kendra Fallon, Project Engineer Copy: Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director John Hennen, Parks and Recreation Director McKenzie L. Cafferty, Environmental Resources Manager Date: March 27, 2024 Subject: Autumn Hill  Preliminary Plat Review  Preliminary Grading Plan Review  Preliminary Tree Inventory Review  Preliminary Utility Plan Review WSB Project Number – 024801-000 BACKGROUND Youngfield Homes, Inc submitted a preliminary plat named Autumn Hill. The proposed subdivision is located east of and adjacent to Dodd Boulevard (CSAH 9) and south of and adjacent to 185th Street (CSAH 60). The proposed subdivision consists of two metes and bounds parcels zoned RST-2, Single and Two Family Residential District. The preliminary plat consists of fifty-four (54) twinhome lots, one (1) detached townhome lot, and three (3) HOA common lots, within three (3) blocks, and one (1) outlot on 20.08 acres. The Developer is dedicating 2.08 acres for right-of-way for Dodd Boulevard (CSAH 9) and 2.70 acres for right-of-way for 185th Street (CSAH 60). The outlot created with the final plat shall be deeded to the City and have the following use: Outlot A: Stormwater management purposes; to be deeded to the City (1.72 acres) The proposed development will be completed by: Developer: Youngfield Homes, Inc Engineer/Surveyor: Paramount Engineering & Design SITE CONDITIONS The Autumn Hill site consists of undeveloped land. The south ½ appears actively farmed, while the north ½ includes an existing homestead. All existing structures, accessory buildings, driveways and aprons, fences and septic systems shall be removed, and all wells shall be abandoned with the final plat. The Developer shall provide security with the final plat to ensure the work is completed and certified in accordance with all applicable codes and regulations, including demolition permit from the Building Inspections Division. Autumn Hill – Preliminary Plat March 27, 2024 Autumn Hill - Engineering Review EASEMENTS The parent parcels contain the following existing easements that do not impact the proposed subdivision and shall remain with the final plat:  Highway easement; in favor of Dakota County (Doc. No. 355572). The easement was acquired in 2022 for the 185th Street Improvements project (CP 24-04). The right-of-way dedication will cover the easement.  Highway easement; in favor of Dakota County (per Dakota County Right of Way Map No. 345). The easement was acquired in 2013 for the Dodd Boulevard Improvements project (CP 24- 04). The right-of-way dedication will cover the easement.  Construction Easement; in favor of the City of Lakeville (Doc. No. 3555472). The easement was acquired in 2022 for the 185th Street Improvements project (CP 24-04) and will expire on June 30, 2024. Prior to final plat consideration:  A 10’ wide drainage and utility easement along the north boundary of Outlot A shall be shown on the final plat.  Pipeline Easement; in favor of Francis and Shirley Marek (Doc. No. 912186) is recommended to be vacated by the Developer. The easement was to service the existing homestead and is no longer applicable.  The blanket drainage and utility easements across the common lots shall be reviewed for applicability. STREET AND SUBDIVISION LAYOUT Dodd Boulevard (CSAH 9) Autumn Hill is located east of and adjacent to Dodd Boulevard (CSAH 9), a Dakota County highway classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The Developer is dedicating 2.08 acres for right-of-way for Dodd Boulevard over the area currently encumbered by a highway easement. The Dakota County Plat Commission recommended approval of the preliminary plat on February 20, 2024. The Developer is responsible for any requirements stipulated by Dakota County. 185th Street (CSAH 60) Autumn Hill is located south of and adjacent to 185th Street, a Dakota County highway classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The Developer is dedicating 2.08 acres for right-of-way for 185th Street over the area currently encumbered by a highway easement. The Dakota County Plat Commission recommended approval of the preliminary plat on February 20, 2024. The Developer is responsible for any requirements stipulated by Dakota County. 185th Street is a two-lane divided urban highway that was constructed by the City in 2023 (City Project 24-04) in partnership with Dakota County. The Developer shall reimburse the City for its share of the 185th Street roadway improvements associated with Autumn Hill with the final plat. Local Streets Development of Autumn Hill includes the construction of Street A and Street B, and the extension of Iden Avenue, which are classified as local streets. The streets are designed as 32-foot-wide urban street with a sidewalk along one side, within a 60-foot-wide right-of-way. The Developer is dedicating the necessary right-of-way as shown on the preliminary plat. Autumn Hill – Preliminary Plat March 27, 2024 Autumn Hill - Engineering Review CONSTRUCTION ACCESS Construction traffic access and egress for grading, utility and street construction is restricted to the 185th Street and Street B intersection. Construction access via Iden Avenue (from the Feldman Heights development to the south) is prohibited. PARKS, TRAILS, AND SIDEWALKS Development of Autumn Hill includes the construction of public sidewalks. Five-foot-wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of all local streets. The Park Dedication requirement has not been collected on the parent parcels and shall be satisfied through a cash contribution with the final plat. The fee is based on the rate in effect at the time of final plat approval. UTILITIES SANITARY SEWER Autumn Hill is located within subdistrict NC-20180 of the North Creek sanitary sewer district. The City’s engineering consultant, SEH, previously completed a sanitary sewer analysis that determined the existing downstream facilities within the Lake Marion sanitary sewer district had sufficient capacity to serve the Autumn Hills subdivision. Wastewater will be conveyed through City sanitary sewer located in ML-70190 of the Lake Marion sanitary sewer district to the MCES interceptor sewer (7103) monitored by meter M646. Wastewater treatment is provided by the Empire Wastewater Treatment Facility. Development of Autumn Hill includes the construction of public sanitary sewer. 8-inch sanitary sewer will extend within the subdivision connecting from an existing stub located within Iden Avenue, north of 187th Street. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall be paid with the final plat. The fee is based on the rate in effect at the time of final plat approval. WATERMAIN Development of Autumn Hill includes the construction of public watermain. 8-inch watermain will extend within the subdivision from an existing stub located within Iden Avenue, north of 187 th Street. Watermain was installed along 185th Street by the City in 2023 (City Project 24-04). The Developer shall reimburse the City for its share of the watermain improvements associated with Autumn Hill with the final plat. The Lateral Watermain Charge has not been collected on the parent parcels and shall be paid with the final plat. The fee is based on the rate in effect at the time of final plat approval. DRAINAGE AND GRADING Development of Autumn Hill includes the construction of a public stormwater management basin. The basin will be located in Outlot A and provide treatment and rate control of stormwater runoff generated from the site. The basin outlets to the north to the wetland north of 185th Street (CSAH 60). The stormwater management design is consistent with the City’s stormwater management ordinance. Autumn Hill – Preliminary Plat March 27, 2024 Autumn Hill - Engineering Review The final grading plan shall identify all fill lots in which building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan are submitted and approved by City staff. Autumn Hill contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. STORM SEWER Development of Autumn Hill includes the construction of public storm sewer systems. Storm sewer will be constructed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basin located within Outlot A. Draintile construction is required in areas of non-granular soils within Autumn Hill for the street subgrade and lots. Any additional draintile construction, including perimeter draintile required for building footings, deemed necessary during construction by the City shall be the developer’s responsibility to install and finance. The Storm Sewer Charge has not been collected on the parent parcels and shall be paid with the final plat. The fee is based on the rate in effect at the time of final plat approval. RESIDENTIAL BUFFER YARD REQUIREMENTS 185th Street and Dodd Boulevard are classified as minor arterials; therefore, buffer yard and screening requirements apply to Lots 1-24, Block 1. A buffer yard containing earth berm and/or plantings of sufficient density to provide a visual screen and reasonable buffer a minimum of ten feet in height is required. A certified as-built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. FEMA FLOODPLAIN ANALYSIS Autumn Hill is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WETLANDS A wetland delineation was completed for the site. There are no wetland impacts proposed with the Autumn Hill preliminary plat. TREE PRESERVATION A tree preservation/inventory plan was submitted by the Developer. There are approximately 155 significant trees located within the preliminary plat boundaries. The majority of the trees will be removed for the grading of site. Autumn Hill – Preliminary Plat March 27, 2024 Autumn Hill - Engineering Review EROSION CONTROL The Developer is responsible for obtaining a MPCA Construction Permit and updating the SWPPP, including changes during construction, for the duration of the project. The permit requires that all erosion and sediment BMPs be clearly outlined in the project SWPPP. The Developer is responsible for the establishment of native vegetation around all stormwater management basins. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures shall be installed and maintained by the Developer. The MS4 Administration Fee has not been collected on the parent parcels and shall be paid with the final plat. If the Developer chooses to begin grading operations following City Council approval of the preliminary plat, the MS4 Administration Fee must be paid with the grading permit. RECOMMENDATION Engineering recommends approval of the preliminary plat, grading and erosion control plan, tree preservation, and utility plan for the preliminary plat of Autumn Hill, subject to the requirements and stipulations within this report. If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com.