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Home My WebLink AboutItem 05a - Antlers Ridge 2nd AdditionCity of Lakeville Memorandum To: Planning Commission From: Heather Botten, Senior Planner Date: January 16, 2025 Subject: Packet Material for the January 23, 2025 Planning Commission Meeting Agenda Item: Antlers Ridge 2nd Addition 1. Preliminary plat 2. Conditional use permit for a Shoreland Impact Plan 3. Vacation of existing drainage and utility easements ACTION DEADLINE: March 25, 2025 BACKGROUND Tamarack Land Lake Marion Commons LLC (Tamarack Land) representatives have submitted applications and plans for Antlers Ridge 2nd Addition, which proposes the development of 26 twinhome lots on property located east of Kenrick Avenue and north of 205th Street. The proposed development includes applications for: 1) a preliminary plat of 26 twinhome lots, 2) a conditional use permit for a shoreland impact plan within the Shoreland Overlay District of Lake Marion, and 3) vacation of public drainage and utility easements. The public hearing for the vacation of easements will take place at the February 3, 2025 City Council meeting. This is the second phase of a preliminary plat of 54 twinhome lots, which was approved by the City Council on July 17, 2023. The final plat for the first phase of 34 twinhomes was approved July 15, 2024. The proposed 2nd Addition includes six additional twinhome lots from what was originally approved, triggering a new preliminary plat review. The preliminary plat plans have been reviewed by the Engineering Division and Park and Recreation Department staff. The proposed parcel consists of Outlot B, Antlers Ridge, which was mass graded following preliminary plat approval of Antlers Ridge. XHIBITS: A. Site Location Map B. Zoning Map C. Existing Conditions D. Preliminary Plat E. Preliminary Grading Plan F. Preliminary Utility Plans (2 pages) G. Preliminary Tree Preservation Plan (2 pages) H. Impervious Calcs I. Open Space J. Shoreland Calcs K. Phasing L. Ghost Plan of Marek Property M. Landscape Plan N. Easement Vacation PLANNING ANALYSIS Existing Conditions. The subject property, together with properties to the north, were at various times active gravel mining operations beginning approximately at the time Interstate 35 was constructed in the early 1960s. Mining on the subject property was evident in 1950 according to Dakota County aerial photos and remained active until approximately the late 1970s. A large amount of structural fill material was imported to the site in the early 2000s for the purpose of site rehabilitation of the gravel mining grades in anticipation for future development of the property. Tamarack Land has received approval from the City of a grading permit to continue import of additional fill material to finalize the grading to allow the site to develop with streets and city sewer. Following completion of the import and grading of the fill material, construction on the site would be allowed to commence following approval of a final plat. Surrounding Zoning and Land Uses. The property is zoned RST-2, Single and Two Family Residential District. The proposed project is surrounded by the following existing or planned land uses: North – RM-2, Medium Density Residential District and RST-2, Single and Two Family Residential District (Ideal Rental) South – RST-2, Single and Two Family Residential District and PUD, Planned Unit Development District (Antlers Ridge and Terra Products) East – RST-2, Single and Two Family Residential District (Antlers Ridge first phase) West – RM-2, Medium Density Residential District (Marek Towing and Kenrick Avenue) In addition to connecting to phase 1 of Antlers Ridge, the subject site is adjacent to Terra Products garden center to the south and to the west is Marek Towing, both of which abut Kenrick Avenue. The Terra Products site was developed for the garden center use in 1985 and is zoned PUD, Planned Unit Development. The Marek Towing building was constructed in the 1950s. The Marek Towing property was zoned commercial between 1969 and 1999 until the property was re-guided and rezoned to CC, Corporate Campus in 2000 and RM-2, Medium Density Residential in 2010. The use of the property has been considered legal, non- conforming since 1969. Consistency with the Comprehensive Plan. Consistency with the Comprehensive Plan was reviewed with phase one of the Antlers Ridge development. The property is located in Planning District No. 4 of the 2040 Comprehensive Land Use Plan and is within the current Metropolitan Urban Service Area (MUSA). City municipal services, including sanitary sewer service, are available to serve the property. The west half of the property is guided for Medium/High Density Residential (5-9 units per acre) and the east half of the property is guided for Low/Medium Density Residential (4-5 units per acre) in the 2040 Comprehensive Plan. The proposed Antlers Ridge 2nd Addition preliminary plat meets the recommended goals and objectives outlined in Planning District No. 4 of the 2040 Comprehensive Plan. Consistency with the Capital Improvement Plan (CIP). The development costs associated with the Antlers Ridge 2nd Addition development are not programmed in the 2025-2029 CIP. City streets, sanitary sewer, and water utility improvements for the preliminary plat of Antlers Ridge 2nd Addition will be financed and constructed by the developer. PRELIMINARY PLAT 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 (discussed above). Staff review of the Antlers Ridge 2nd Addition preliminary plat against these criteria finds that it is not a premature subdivision. MUSA. The subject site is within the current Municipal Urban Service Area (MUSA). Sewer and water utilities are available to the subject site with adequate capacity to serve the proposed preliminary plat. Lot Requirements. nd Addition preliminary plat has an average of 6,825 square feet per unit, which exceeds the per unit requirements of the RST-2 District. Outlots. There are two outlots totaling 0.35 acres in the Antlers Ridge 2nd Addition preliminary plat. Both Outlot A (0.05 acres) and Outlot B (0.30 acres) will be conveyed by the Developer to the adjacent property owner, Marek Holdings LLC, for future development. Density. The Antlers Ridge 2nd Addition preliminary plat consists of 26 twin home lots on 4.46 acres. This results in a gross density of 5.83 units per acre. Excluding the future development outlots, the overall net density is 6.33 units per acre. Twinhome Setbacks. Section 11-57-15.B.2 and 3 of the Zoning Ordinance establishes the minimum setback requirements for twinhome dwellings within the RST-2 District shown in the table below. The preliminary plat plans comply with the setback requirements of the Zoning Ordinance. Building Plans. The twinhome dwellings proposed for construction will be reviewed for compliance with Zoning Ordinance requirements in conjunction with the final plat and prior to issuance of building permits. The exterior materials and garage size must comply with the requirements of Section 11-57-19 of the Zoning Ordinance. Access. The preliminary plat abuts Kenrick Avenue. The required right-of-way for Kenrick Avenue was dedicated with the Antlers Ridge final plat. Ingress and egress from the Antlers Ridge neighborhood is accessible from Kensfield Trail and 203rd Street. Streets. The preliminary plat includes construction of 203rd Street, which will be a 32-foot- wide residential street constructed within a 60-foot-wide right-of-way that will end in a temporary cul-de-sac. Barricades and a “Future Street Extension” sign must be placed at the west terminus of the street. Sidewalks/Trails. A five-foot-wide concrete sidewalk will be constructed along the south side of 203rd Street, extending to the temporary cul-de-sac. When 203rd Street is extended to Kenrick Avenue in the future, the sidewalk would be extended as well. Easements. Section 10-4-4.A of the Subdivision Ordinance requires dedication of drainage and utility easements at the perimeter of the development, abutting streets, and including any areas necessary as determined by the specific development. The preliminary plat indicates dedication of the required easements for all of the two-family dwelling lots. The need to oversize any easements for overland drainage or public utilities or any open space lot/outlot retained by the HOA is to be subject to review and approval of the City Engineer and will be included on the final plat. Utility Plan. The developer has submitted a sanitary sewer and water utility plan for the preliminary plat. All utility issues are subject to review and approval of the City Engineer and are described in the January 16, 2025, engineering report. Grading and Erosion Control Plan. The developer has submitted plans for grading, drainage, erosion and sediment control with the preliminary plat and are addressed in the January 16, 2025, engineering report. Landscaping. A landscape plan has been submitted for the Antlers Ridge 2nd Addition development, including landscaping around the foundations of the units. Landscaping is also proposed off-site as replacement trees due to grading on the Terra Products property near the southwest area of the preliminary plat. Written permission from Terra Products will be required prior to grading and installation of the landscaping on their property. All landscaped areas, including common open space, must have an inground irrigation system with an automatic controller. With the final plat, the Developer must provide information that the landscaping meets the requirements of Section 11-57-19.G of the Zoning Ordinance for minimum landscape value based on project value including building construction, site preparation, and site improvements. All landscaping shall be warranted for one year and guaranteed by financial security in the development contract at the time of final plat. Park Dedication. The Parks, Trails, and Open Space Plan does not identify the need for park land within the Antlers Ridge 2nd Addition preliminary plat. The public park accessible to the Antlers Park neighborhood is located in the southeast quadrant of 205th Street and Kensington Boulevard. The developer shall submit cash in lieu of land at the time of final plat approval. Satisfaction of the park dedication requirements is subject to the recommendation of the Parks, Recreation, and Natural Resources Committee at their January 22, 2025 meeting. Tree Preservation Plan. A tree preservation plan was submitted with the preliminary plat of Antlers Ridge. The tree inventory identifies 888 significant trees with 322 save trees, or 36% of the total. Tree removal has been completed in conjunction with the site grading. Wetlands. A wetland delineation was completed and submitted with the Antlers Ridge preliminary plat. The identified wetland was deeded to the City as part of the Antlers Ridge final plat. Homeowners Association. Documents establishing a homeowner’s association (HOA), in accordance with Section 11-57-17.B of the Zoning Ordinance, must be reviewed and approved by the City Attorney. Those documents, along with a deed conveying all common area lots to the HOA, must be recorded and proof of such submitted to Community Development staff prior to the release of building permits for the development. Signs. No subdivision identification monument signs are proposed with the Antlers Ridge preliminary plat. CONDITIONAL USE PERMIT Shoreland Impact Plan. Antlers Ridge 2nd Addition preliminary plat is located within the Shoreland Overlay District of Lake Marion. Section 11-102-17 of the Zoning Ordinance requires the developer to submit a shoreland impact plan and a conditional use permit application to allow development within the shoreland overlay district. The shoreland impact plan includes requirements that the plans address steep slopes, erosion control, access to public utilities, stormwater management, and site development best management practices. The shoreland overlay district includes all land within 1,000 feet of the Lake Marion ordinary high water level (OHWL) of 983.1 feet. While none of the Antlers Park 2nd Addition twinhomes are proposed to be abutting the lake, the shoreland development requirements for environmental protections and impervious surface area apply to this development. Overall impervious surface area at full development of Antlers Ridge (1st and 2nd Addition) is projected to be 23.7%, which is in compliance with the 25% maximum impervious surface area allowed for residential developments. RECOMMENDATION nd Addition preliminary plat is consistent with the land use and housing policies of the Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Findings of fact supporting the approval of the conditional use permit have been drafted for consideration by the Planning Commission. City staff recommends approval of the preliminary plat and conditional use permit subject to the following stipulations: rd Street. 7. The developer must submit dimensioned floor plans for the detached townhome units to verify compliance with the minimum requirements for above grade floor area established by Section 11-17-13.D of the Zoning Ordinance. 8. The developer shall provide details to verify compliance with the landscape requirements of Section 11-57-19 of the Zoning Ordinance. 9. Implementation of the recommendations listed in the engineering report dated January 16, 2025 and any subsequent correspondence. Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community I- 3 5 KE N S I N G T O N W A Y KE N S F I E L D T R L KE N R I C K A V E 204TH ST City of Lakeville Antlers Ridge Second Addition PrePlat & CUP Location Map EXHIBIT A Plat Area 203RD ST RM-2 KE N S I N G T O N W A Y KE N S F I E L D T R L RM-2 PUD KE N R I C K A V E RST-2 204TH ST City of Lakeville Antlers Ridge Second Addition Zoning Map EXHIBIT B Plat Area 203RD ST P/OS RM-2 RS-3 C-3 RST-2 RM-2 RM-2 RM-2 9 4 1 3 2 8 101 102 103 104 105 106111 107 108 109 110 112 114 113 EX OCS 115 116 117 118 301 302 EX EX. F11F12 30' 32' 30 ' 20' BUFFE R S E T B A C K 2 5 7 COMMON LOT 17 30' 4 COM M O N L O T 1 1 10 2 8 203RD ST W 3 1 1 10 3 122 4 203RD ST. W 60 ' 66' 32' 32 ' 25 ' 20 ' 60' 25 '20'20'20' 20' WETLAND B U F F E R WETLAND BUFFER 20' BUFFER SETBACK 1 4 6 8 9 11 1 3 8 9 1 3 7 COMMON LOT 9KENSF I ELD T RL 2 2 RETAINING W A L L OUTLOT A 30 ' 25' 30' WET L A N D B U F F E R 20' B U F F E R S E T B A C K 10' P O N D A C C E S S 15 5 13 16 14 6 65 7 30 ' 1 1 2 40' B6 1 8 B6 1 8 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 SB-1 1019.9 SB-2 996.1 SB-3 993.6 SB-4 996.5 SB-5 1031.4 SB-6 1018.8 SB-7 1031.5 SB-8 1030.3 TP-19 1041.2 TP-15 1030.7 TP-16 1020.4 TP-17 1007.1 TP-18 1027.8 TP-05 1016.7 TP-06 1022.4 TP-07 1031.6 TP-10 992.2 TP-09 993.4 TP-12 1011.4 TP-13 1003.7 TP-14 1011.8 TP-11 0.0 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C1.02 2EXISTING CONDITIONS N SCALE IN FEET 0 10050 EXHIBIT C I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Surveyor under the laws of the State of Minnesota c ANTLERS RIDGE 2ND ADDITION LAKEVILLE, MINNESOTA TAMARACK DEVELOPMENT, LLC1536 BEACHCOMBER BLVDPRELIMINARY PLAT3-14-23 NH KSO/NJK Name Reg. No.Date Revisions 1. 5/31/2023 Revisions per City Comments Date Designed Drawn 2023 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 3-16-2023 WACONIA, MN 55387 00-SURV-123011-BASE 11-22-24.DWG C2.012. 10/21/2024 Revised Preliminary Plat 3. 10/24/2024 Revised Preliminary Plat4. 11/25/2024 Revised Preliminary Plat EXHIBIT D 0+ 0 0 1+ 0 0 2+ 0 0 3+00 4+00 5+00 5+4 1 . 5 5 995 . 0 10 2 9 . 3 10 2 4 . 9 10 2 2 . 2 1015 . 0 1006.5 997.2 10 2 6 . 8 10 2 3 . 9 1018 . 6 1011 . 3 1001.5 10 2 7 . 5 5 LP 1+ 0 0 20 12 20 07 15 GRA D E L I M I T GRADE LIMIT GRADE LIMIT 0+00 0+ 4 2 . 6 5 0+ 0 0 0+38.23 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 EOF EOF EO FEO F EOF EOF EOF GRADE LIMIT GR A D E L I M I T GR A D E L I M I T HWL: 1022.1 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 TP-19 1041.2 TP-15 1030.7 TP-16 1020.4 TP-17 1007.1 TP-18 1027.8 TP-06 NOT DUG TP-07 1031.6 TP-10 992.2 TP-09 993.4 TP-12 1011.4 TP-13 1003.7 TP-14 1011.8 TP-11 NOT DUG SB-1 1019.9 SB-2 996.1 SB-3 993.6 SB-4 996.5 SB-5 1031.4 SB-6 1018.8 SB-7 1031.5 SB-8 1030.3 20 09 20 09 20 18 21 13 13 15 21 15 20 14 16 10 3 3 . 3 10 3 4 . 0 10 3 2 . 6 1034.19 HP 1031.52 HP 1032.57 LP 1028.20 LP 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 9+00 10+00 11+00 12+00 13+00 14+0 0 15+ 0 0 16+00 17+00 17+31.98 1027.8 1033.8 1032.6 1033.5 1034.2 1033.2 1032.2 1031. 2 10 3 0 . 2 10 2 9 . 2 1028. 3 1028.7 1029.7 1030.7 1031.5 1030 . 9 102 9 . 9 1028.9 1028.0 1033.1 1032.8 1034.1 1033.7 1032.7 1031.7 103 0 . 7 10 2 9 . 7 102 8 . 7 1028.3 1029.2 1030.2 1031.2 1031.4 10 3 0 . 4 1029.4 1028.4 1028.5 GF 1 0 3 3 . 3 WO BF 1 0 2 5 . 3 ((10 2 4 . 5 ) ) X X TF 1 0 3 3 . 6 GF 1 0 3 3 . 2 WO BF 1 0 2 5 . 2 ((1 0 2 4 . 4 ) ) X X TF 1 0 3 3 . 5 GF 1034.6 WO BF 1026.6 ((1025.8))X X TF 1034.9 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 GF 103 3 . 6 WO BF 102 5 . 6 ((1024 . 8 ) ) X X TF 103 3 . 9 GF 1 0 3 3 . 3 WO BF 1 0 2 5 . 3 ((10 2 4 . 5 ) ) X X TF 1 0 3 3 . 6 GF 1 0 3 3 . 2 WO BF 1 0 2 5 . 2 ((1 0 2 4 . 4 ) ) X X TF 1 0 3 3 . 5 GF 1 0 3 2 . 7 WO BF 1 0 2 4 . 7 ((1 0 2 3 . 9 ) ) X X TF 1 0 3 3 . 0 GF 1031.5 WO BF 1023.5 ((1022.7))X X TF 1031.8 GF 1031.8 WO BF 1023.8 ((1023.0))X X TF 1032.1 GF 1033.3 WO BF 1025.3 ((1024.5)) X X TF 1033.6 X X(1032.3) SOG TF 1033.3GF 1033.0 X X(1032.3) SOG TF 1033.3GF 1033.0 X X(1031.3) SOG TF 1032.3GF 1032.0 X X(1030.6) SOG TF 1031.6GF 1031.3 X X(1029.3) SOG TF 1030.3 GF 1030.0 X X (1029 . 5 ) SOG TF 10 3 0 . 5 GF 10 3 0 . 2 X X (1 0 3 0 . 0 ) SO G TF 1 0 3 1 . 0 GF 1 0 3 0 . 7 X X (1 0 3 0 . 5 ) SO G TF 1 0 3 1 . 5 GF 1 0 3 1 . 2 X X(1033.1) SOG TF 1034. 1 GF 1033. 8 X X(1033.4) SOG TF 1034.4GF 1034.1 GF 1 0 3 2 . 6 WO BF 1 0 2 4 . 6 ((1 0 2 3 . 8 ) ) X X TF 1 0 3 2 . 9 GF 103 3 . 5 WO BF 102 5 . 5 ((1024 . 7 ) ) X X TF 103 3 . 8 GF 1033.7 WO BF 1025.7 ((1024.9))X X TF 1034.0 X X (10 2 9 . 8 ) SOG TF 1 0 3 0 . 8 GF 1 0 3 0 . 5 GF 1032.6 WO BF 1024.6 ((1023.8)) X X TF 1032.9 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 X X(1034.0) SOG TF 1035.0GF 1034.7 X X(1034.7) SOG TF 1035.7GF 1035.4 4.6%4.6% 10 . 9 % 4.6 % 4.5% 2.5 % 2.4 % 4.0% 4.1%2.8%2.6% 4.1% 31 . 6 % 29 . 6 % 32 . 3 % 32.2% 24 . 1 % 32. 1 % 31. 5 % 31.8 % 33.0% 17.7% 5.0 % 2. 0 % 7.3% 31 . 8 % 21.7% 32 . 3 % 26.9% 26.4% 22.6% 30 . 9 % 30 . 9 % 27. 1 % 30 . 8 % 7.2% 10.0% 7.0% 8.5% 10.0% 24 . 8 % 7. 4 % 24.7% 20. 8 % 10 . 0 % 10 . 0 % 31 . 4 % 10 . 0 % 10.0 % 10.0% 8.1% 7.4% 7.6 % 7. 5 % 25 . 8 % 32 . 5 % 10 . 0 % 10 . 0 % 7.6% 10 . 0 % 6.7% 7.2% 7.6% 7. 5 % 7. 4 % 10 . 0 % 7. 2 % 7. 0 % 7. 9 % 7. 3 % 7.3 % 8.0% 7.4% 7.5% 7.0 % 30 . 6 % 30 . 5 % 3.9%2.3% 7. 0 % 2.3 % 13 . 2 % 1.8% 4.7% 11 . 5 % GF 1035.3 WO BF 1027.3 ((1026.5))X X TF 1035.6 21 20 32.4% 31.3 % 3.9% 25.9% 7.9% 9.3% 8. 9 % 8. 1 % 6. 5 % 5. 8 % 4. 7 % 3. 7 % 2. 7 % 3. 8 % 5. 4 % 3. 6 % 4. 8 % 4. 1 % 5. 1 % 4. 7 % 3.8 % 4.3% 5.0% 6.5 % 5.3 % 8.9% 5.3% 8.3% 9.5% 6. 4 % 6.4 % 8.8% 5.0% 4.3 % 4.6 % 4. 7 % 5. 1 % 4. 8 % 6. 7 % 7. 4 % 9.5% 8.5% 8.5% 7.1% 7.3 % 5. 7 % 3. 5 % 4.2 % 4. 6 % 4.3% 3.8% 3.7% 3.8% 10 3 4 . 5 1025.6 1030.2 1031. 0 103 1 . 4 10 3 1 . 7 10 3 1 . 3 10 3 0 . 5 10 2 9 . 7 10 2 8 . 9 1030.1 1030.7 1031 . 1 103 1 . 6 10 3 2 . 1 10 3 1 . 1 10 3 1 . 8 10 3 1 . 2 10 3 0 . 5 10 2 9 . 7 1028.5 1027.4 1027.6 1028.5 1029.0 10 2 9 . 4 10 2 8 . 9 10 2 8 . 8 1028.2 10 3 1 . 8 1030.4 1029.6 1029.1 102 8 . 7 10 2 8 . 5 10 2 1 . 3 10 2 1 . 8 10 2 1 . 4 10 2 0 . 1 10 2 2 . 4 102 2 . 8 1022. 7 1025.3 10 2 1 . 6 1022.1 1021.7 1022 . 3 102 2 . 5 10 2 2 . 5 1032 . 7 103 2 . 7 10 3 3 . 0 10 3 2 . 9 10 3 2 . 1 10 3 1 . 3 10 3 1 . 0 1032.1 1032.2 1032 . 7 103 2 . 8 10 3 3 . 1 1030.9 1030.1 1029.7 102 9 . 3 10 2 9 . 1 10 3 1 . 0 10 3 1 . 7 10 3 2 . 7 10 3 3 . 4 10 2 3 . 6 10 3 3 . 7 10 2 3 . 2 8. 0 % 10 3 4 . 6 10 2 5 . 4 10 3 5 . 0 10 2 1 . 6 10 2 5 . 4 102 7 . 8 1028.0 1027.3 1031.5 10 3 2 . 6 10 3 3 . 6 10 2 9 . 6 10 3 1 . 2 10 3 2 . 3 10 3 1 . 8 10 3 4 . 5 10 3 5 . 0 10 3 4 . 0 10 3 4 . 6 10 3 3 . 4 10 3 4 . 0 2. 8 % 3. 8 % 3. 4 % 4. 1 % 3. 4 % 4. 0 % 3. 6 % 4. 9 % 4. 3 % 5. 7 % 4. 0 % 3. 4 % 3. 3 % 4. 0 % 2. 6 % 3. 7 % 2. 9 % 4. 1 % WET POND 2 (MAREK) NWL: 1020.0 10-YR HWL: 1021.5 100-YR HWL: 1022.8 EOF: 1023.5 EOF EOF 10 2 0 1034 1032 1032 1024 10281030 1030 1030 995.0 995.0 995.0 995.0 995 . 0 995.0 994.5 995.0 995.0 995.0 ??? 990.4 1031.0 1031.0 1031.01031.0 103 2 10 3 4 1030 102 8 102 6 1020 10 3 0 1030 1022 1022 102 2 1030 1018 1020 1024 1024 102 2 10 2 6 1034 10 3 6 10 3 8 103 2 1032 10 3 6 103 6 1028.2 GF 1035.3 WO BF 1027.3 ((1026.5))X X TF 1035.6GF 1034.7 WO BF 1026.7 ((1025.9))X X TF 1035.0 X X(1034.6) SOG TF 1035.6GF 1035.3 X X(1033.8) SOG TF 1034.8GF 1034.5 10 3 4 . 0 10 3 3 . 0 10 3 3 . 5 10 2 4 . 9 10 2 5 . 1 1038.1 10 3 4 . 5 10 3 3 . 0 10 3 3 . 7 10 3 0 . 0 10 3 3 . 9 10 3 2 . 1 1038.1 1038.1 1029.0 1029. 9 1038.1 1024.5 1024.5 1024.5 1023.5 102 4 . 5 10 2 4 . 5 1024.5 1.5% 1.5% 13 . 1 % 21 . 9 % 12.2% 2.3 % 33. 2 % 8. 3 % 7. 9 % 3. 5 % 4. 1 % 13.1% 7.6% 16.9% 19.9% 1.8%1.8% 22 7. 5 % 7. 3 % 7. 4 % 4. 6 % 10 3 4 . 8 X 10 3 5 . 4 X 10 3 5 . 4 X X 1033 . 5 17 22 16 22 2220 29 31 3329 28 28 29 33 STOOP PA T I O STOOP PA T I O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO 30' 32' 20 ' 30 ' 20' BUFFE R S E T B A C K 9 12 2 5 7 COMMON LOT 17 30' 20' 20' 8 4 COM M O N L O T 1 1 10 2 8 203RD ST W 10 14 17 3 1 1 10 3 12 5 2 4 203RD ST. W 60 ' 66' 32' 32 ' 25 ' 20 ' 25' 60' 25 '20' 25' 25 ' 20'20' 20' WETLAND B U F F E R WETLAND BUFFER 20' BUFFER SETBACK 7 8 11 13 15 16 18 1 4 6 8 9 11 6 7 1 3 8 9 1 3 7 COMMON LOT 9KENSF I ELD T RL 203RD ST W 2 2 30 . 0 ' RETAINING W A L L OUTLOT A 25' 30 ' 25' 30' WET L A N D B U F F E R 20' B U F F E R S E T B A C K 10' P O N D A C C E S S 15 5 13 16 14 6 RETAINING WALL 1 2 3 4 1 2 3 4 5 630 ' 50' 50' F1 F2 F3 F4 F5 F6 F7 F8 65 7 GHOST P L A T (FUTU R E D E V E L O P M E N T ) 30 ' 30' 30 ' 10' PO N D A C C E S S 30' OU T L O T A OUTLOT B 1 1 2 46 . 0 ' 40' COMMON LOT 9 COMMON LOT 19 B6 1 8 B6 1 8 60 ' 32 ' WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 HWL: 1022.1 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 RE T A I N I N G W A L L RE=1028.8 IE=1018.1 S IE=1018.1 E RE=1029.6 IE=1025.6 W RE=1029.6 IE=1016.1 W IE=1025.3 EIE=1015.9 S IE=1018.5 N MAINTAIN EXISTINGRIP-RAP RE=1032.1IE=1024.0 S IE=1024.0 N RE=1032.0IE=1023.5 SIE=1023.5 N RE=1025.3 IE=1020.4 S IE=1020.2 N RE=1021.8 IE=1020.0 S RE=1029.1IE=1025.0 WIE=1025.0 N RE=1034.9IE=1030.8 E MAINTAIN EXISTING FLOW PATH RE=1023.9IE=1020.0 E IE=1017.5 NW RE=1020.8IE=1019.0 W LIVE STORAGE: 36,895 CF 101 102 103 104 105 106111 107 108 109 110 112 114 113 115 116 117 118 301 302 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 9+00 10+00 11+00 12+00 13+00 14+0 0 15+ 0 0 16+00 17+00 17+31.98 F03 F04 F05 EX. F02 F01 F01 F11F12 119 TEMP BIT. CDS 2+ 0 0 2+ 0 6 . 5 8 GRADE L I M I T GRADE LIMITGRADE LIM I T EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 6.1% 2. 5 % 6.0% 12.1% EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 EX OCS 21 13 13 14 10 3 3 . 3 10 3 2 . 6 5+00 1033.2 1032.2 1032.7 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 7. 5 % 7. 5 % 10 3 3 . 4 10 2 3 . 6 10 3 3 . 7 10 2 3 . 2 8. 0 % 2. 9 % 4. 1 % 1030 1022 STOO P STOO P PATIO STOO P PATIO STOO P 4 5 6 1 COMMON LOT 19 5+00 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C3.02 5PRELIMINARY GRADING PLAN N SCALE IN FEET 0 10050 GROUND ELEVATION AT BACK OF BLDG PAD PROPOSED HOUSE TYPE FRONT BLDG SETBACK LINE FULL BASEMENT (FB) LOOKOUT (LO) WALKOUT (WO) SPLIT LEVEL (WO/SLO) SLAB ON GRADE (SOG) 1 = 1' GARAGE DROP 2 = 2' GARAGE DROP PROPOSED FINISHED CONTOURLOT NUMBER EXISTING CONTOUR GF: GARAGE FLOOR ELEVATION TF: TOP OF FOUNDATION ELEVATION BF: BASEMENT FLOOR ELEVATION RIGHT OF WAY STREET CENTERLINE PROPERTY LINE LOT CORNER ELEVATION BLOCK NUMBER TYPICAL LOT LEGEND 1 DRIVEWAY SLOPE BUILDING PAD BOX EXHIBIT E 1+ 0 0 2+ 0 0 20 12 20 07 15 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 EOF EOF EO FEO F EOF EOF EOF HWL: 1022.1 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 20 09 20 09 20 18 21 13 13 15 21 15 20 14 16 0.8%3.1% 1.8% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 9+00 10+00 11+00 12+00 13+00 14+0 0 15+ 0 0 16+00 17+00 21 20 WET POND 2 (MAREK) NWL: 1020.0 10-YR HWL: 1021.5 100-YR HWL: 1022.8 EOF: 1023.5 EOF 2217 22 16 22 2220 29 31 3329 28 28 29 33 STOOP PA T I O STOOP PA T I O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO 20' BUFFE R S E T B A C K 9 12 2 5 7 COMMON LOT 17 8 4 COM M O N L O T 1 1 10 2 8 203RD ST W 10 14 17 3 1 1 10 3 12 5 2 4 203RD ST. W WETLAND B U F F E R 7 8 11 13 15 16 18 1 4 6 8 9 11 6 7 1 3 8 9 1 3 7 COMMON LOT 9KENSF I ELD T RL 203RD ST W 2 2 RETAINING W A L L OUTLOT A 25' WET L A N D B U F F E R 20' B U F F E R S E T B A C K 10' P O N D A C C E S S 15 5 13 16 14 6 RETAINING WALL 1 2 3 4 1 2 3 4 5 630 ' 50' 50' F1 F2 F3 F4 F5 F6 F7 F8 65 7 GHOST P L A T (FUTU R E D E V E L O P M E N T ) OU T L O T A OUTLOT B 1 1 2COMMON LOT 9 COMMON LOT 19 B6 1 8 B6 1 8 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 HWL: 1022.1 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 RE T A I N I N G W A L L CB O X : 10 3 0 . 2 CB O X : 10 3 0 . 0 CB O X : 10 2 9 . 4 CBOX: 1029.1 CBOX:1029.6 CBOX:1029.9 CBOX:1030.3 CBOX: 1030.6 CBOX: 1031.2 CBOX: 1031.5 CBOX: 1031.8 CBOX:1031.9 CBOX:1031.8 CBOX:1031.7 CBOX:1031.4 CBO X :1031 . 3 CBO X :1031 . 0 CBOX:1031.8CBOX:1031.8CBOX:1031.3CBOX: 1031.1CBOX:1030.6CBOX:1030.4 CBOX: 1029.8CBOX:1028.7 CBOX:1028.5 CBOX:1028.5 CBOX:1028.7 CBO X : 102 8 . 8 CBO X : 102 9 . 1 CB O X : 10 2 9 . 2 CB O X : 10 2 9 . 5 CBOX:1031.2 CBO X : 103 0 . 9 CBO X : 103 0 . 3 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 0 . 6 SE R V : X+ X X 10 2 0 . 6 SERV: X+XX 1019.5 SERV:X+XX 1019.5 SERV:X+XX 1019.8 SERV:X+XX 1019.8 SERV: X+XX 1020.6 SERV: X+XX 1020.6 SERV: X+XX 1021.3 SERV: X+XX 1021.3 SERV:X+XX1021.7 SERV:X+XX1021.7 SERV:X+XX1021.5 SERV:X+XX1021.5 SERV :X+XX1021 . 3 SERV :X+XX1021 . 3 SER V : X+X X 102 1 . 2 SER V : X+X X 102 1 . 2 SERV:X+XX1023.0 SERV:X+XX 1023.0 SERV:X+XX1023.0 SERV:X+XX1023.0SERV:X+XX 1022.0 SERV:X+XX1022.0 SERV: X+XX 1021.3 SERV:X+XX1021.3 SERV:X+XX1020.0 SERV:X+XX1020.0 SERV:X+XX1020.2 SERV:X+XX1020.2 SER V :X+X X102 0 . 5 SER V :X+X X102 0 . 5 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 1 . 2 SE R V : X+ X X 10 2 1 . 2 CB O X : 10 2 9 . 7 CB O X : 10 3 0 . 2 9 4 1 3 2 8 CBOX:1033.9 CBOX:1033.4 CBOX:1033.1 CBOX: 1032.7 CBOX:1032.5 CBOX:1032.2 CBOX:1032.0 CBOX:1031.7 CBOX :1031 . 5 CBO X : 103 0 . 7 CB O X : 10 3 0 . 6 CBOX:1031.5 CBOX:1032.3CBOX:1032.7CBOX: 1033.3 SERV:X+XX 1023.3 SERV:X+XX1023.31+32 101 102 103 104 105 106111 107 108 109 110 112 114 113 EX OCS 115 116 117 118 301 302 EX CBOX :1031 . 2 CBO X : 103 1 . 1 SERV:X+XX1022.6 SERV:X+XX 1021.9 SERV:X+XX 1021.9 SERV:X+XX1021.9 SERV:X+XX1021.9 SERV:X+XX1021.6 SERV:X+XX1021.6 SERV :X+XX1021 . 3 SERV :X+XX1021 . 3 SER V : X+X X 102 1 . 2 SER V : X+X X 102 1 . 2 SERV:X+XX1023.8 SERV:X+XX1023.8 SERV:X+XX1024.1 SERV: X+XX 1024.1 0+92 1+28 0+86 0+72 0+08 0+92 0+72 0+48 0+28 0+14 1+13 0+96 0+83 0+61 0+4 5 0+0 7 SERV: X+XX 1022.6 0+23 CBOX: 1034.1 CBOX: 1034.5 CBOX:1033.5 SERV: X+XX 1024.7 SERV: X+XX 1024.7 SERV: X+XX 1025.4 SERV: X+XX 1025.4 0+29 CBOX:1034.0 0+78 CBOX:1034.1 CBOX:1034.5 0+991+35 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 9+00 10+00 11+00 12+00 13+00 14+0 0 15+ 0 0 16+00 17+00 F03 F04 F05 EX. F02 F01 CBOX: 1034.5 CBOX: 1034.0 CBOX: 1033.7 CBOX: 1033.0 CBOX: 1033.1 CBOX: 1033.8 CBOX: 1034.1 CBOX: 1034.5 SERV:X+XX 1023.3 SERV:X+XX 1023.3 SERV:X+XX 1022.7 SERV:X+XX 1022.7 SERV: X+XX 1024.5 SERV: X+XX 1024.5 SERV: X+XX 1025.3 SERV: X+XX 1025.3 0+230+740+941+35 1+40 0+97 0+79 0+32 SAN ONLY F11F12 1+ 4 2 1+ 1 4 1+ 0 9 0+ 8 7 0+ 5 9 0+ 1 4 0+0 5 0+ 4 7 0+5 8 0+42 0+16 0+76 0+51 0+13 0+37 0+60 1+08 1+37 1+85 2+13 2+64 2+80 3+06 3+23 0+55 1+10 1+35 1+82 2+09 2+58 2+84 0+13 0+29 0+34 0+55 0+8 0 1+0 6 0+ 3 6 119 SMH 7 RE=1034.1 BLD=13.0 IE=1021.1 WIE=1021.1 E SMH 5 RE=1031.4 BLD=11.6 IE=1019.8 WIE=1019.8 SE SMH 6 RE=1032.7 BLD=12.3IE=1020.4 WIE=1020.4 E FUT. SMH F01 RE=1032.8 BLD=11.0IE=1021.8 E SMH 4RE=1030.1 BLD=10.8 IE=1019.3 NWIE=1019.3 S SMH 3RE=1028.6BLD=9.9 IE=1018.7 N IE=1018.7 SE SMH 1 RE=1028.8 BLD=11.0IE=1017.9 WIE=1017.9 EIE=1017.8 S SMH 8RE=1031.2BLD=11.8IE=1019.4 SE IE=1019.4 W SMH 9RE=1030.0BLD=10.1 IE=1019.9 NW 113 L F - 8 " S D R 3 5 @ 0. 4 4 % 329 LF -8" SDR 35 @ 0.46% 16 2 L F - 8 " S D R 3 5 @ 0 . 4 9 % 87 LF -8" SDR 35 @ 0.46% 82 LF - 8 " S D R 3 5 @ 0.49 % 14 8 L F - 8 " S D R 3 5 @ 0 . 4 1 % 122 L F - 8 " S D R 3 5 @ 0.4 1 % 135 LF -8" SDR 35 @ 0.45%142 LF -8" SDR 35 @ 0.49%117 LF -8" SDR 35@ 0.47% 8" PVC C900 8" P V C C 9 0 0 8" PVC C900 8 " P V C C 9 0 0 8" PVC C900 8" P V C C 9 0 0 4" DI P I R R I G . S E R V I C E 8" SANITARY STUBIE=1021.2 8"GV 8"PLUGT-1026.3 146 LF - 8"PVC C900 @ -1.06% 2+ 0 0 2+ 0 6 . 5 8 EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 EX OCSRE=1026.7 BLD=5.0' SANITARY SEWER AND WATERAIN NOTES: 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C5.01 8 PRELIMINARY UTILITY SANITARY SEWER & WATERMAIN PLAN 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKEVILLE GENERAL SPECIFICATIONS FOR STREET AND UTILITY CONSTRUCTION AND THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. 2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 3. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL CONSTRUCTION ZONE SIGNAGE AS REQUIRED. 4. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL COMPACTION TESTS AND SOIL INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND SCHEDULING ALL REQUIRED UTILITY INSPECTION WITH THE CITY OF LAKEVILLE AND/OR ITS CONSULTANTS WITH A 48-HOUR NOTICE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, AND FLAGMEN TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 8. CITY WILL OPERATE EXISTING GATE VALVES. COORDINATE SHUT OFF AT WATER CONNECTION WITH A 48 HOUR NOTICE 9. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 9.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 9.2. ALL SANITARY SEWER TO BE PVC C900, SDR26, OR SDR35, AS NOTED ON THE PLAN. 9.3. ALL SANITARY SEWER SERVICE RISERS MATERIAL SHALL MATCH THE MATERIAL OF THE MAIN UP TO THE LATERAL BEND. 9.4. ALL SANITARY SEWER LATERAL SERVICES TO PROPERTY SHALL BE PVC SDR26 . 9.5. FOR ANY SANITARY SEWER LINES REQUIRED TO BE DIP, THE DIP SHALL BE POLY-WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 9.6. USE AN 8" WIDE EXTERNAL SEAL WRAP, "INFI-SHIELD" OR APPROVED EQUAL WITH ALL SANITARY SEWER MANHOLES. 9.7. ALL SANITARY SEWER MANHOLE ADJUSTING RINGS INSTALLATIONS SHALL HAVE POLYMER I/I BARRIERS BY "STRIKE PRODUCTS" OR APPROVED EQUAL INSTALLED. 9.8. SANITARY CASTINGS SHALL BE NEENAH R-1642 OR ACCEPTED EQUAL. LADTECH HDPE ADJUSTING RINGS SHALL BE USED ON SANITARY MANHOLES, OR APPROVED EQUAL. 9.9. ALL WATERMAIN TO BE PVC C900, UNLESS NOTED OTHERWISE. 9.10. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. 9.11. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY OF LAKEVILLE SPECIFICATION. 9.12. WYE LOCATIONS TO BE VERIFIED BY CONTRACTORS. WYE STATIONING SHOWN IS CALCULATED FROM THE DOWNSTREAM MANHOLES. 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 11. ALL WATERMAIN VALVES SHALL BE POSITIONED SUCH THAT THEY ARE NOT LOCATED IN THE CURB AND GUTTER. IF SEWER SERVICE CONDUCTIVITY BOX OR WATER CURB BOX IS PLACED IN A DRIVEWAY, WALK OR TRAIL, A FORD A-1 COVER OR EQUAL MUST BE PROVIDED. 12. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 13. ALL SEWER AND WATER SERVICES ARE EXTENDED 15 FEET BEYOND THE PROPERTY LINE AS SPECIFIED BY THE CITY. CURB BOXES SHALL BE PLACED AT THE RIGHT-OF-WAY. 14. FINAL ADJUSTMENT OF CASTINGS AND GATE VALVES WITHIN THE STREET SHALL BE 1/2" BELOW FINISHED ROADWAY SURFACE. 15. ANY EROSION CONTROL DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AS INCIDENTAL TO CONSTRUCTION. 16. THE DISINFECTION OF THE WATERMAIN SHALL BE PERFORMED ACCORDING TO THE CITY OF LAKEVILLE SPECIFICATIONS. N SCALE IN FEET 0 10050 LEGEND: EASEMENT WATERMAIN SANITARY SEWER STORM SEWER CURB & GUTTER D S CONCRETE SIDEWALK NOTE: ASTERISK (*) ON SPOT ELEVATIONS DENOTES NON-TYPICAL ELEVATION S BITUMINOUS TRAIL SETBACK LINE REAR BLDG PAD LINE SURFACE SLOPE LABEL X.X GUTTER SPOT LABEL G900.0 PROPOSED CONTOUR 944950 EXISTING CONTOUR CENTERLINE EMERGENCY OVERFLOW EOF 6" DRAINTILE (PERF) 6" DRAINTILE (SOLID) 4" DRAINTILE (SOLID) W/ CLEANOUT W/ CLEANOUT NATURAL AREA SIGN W/ CLEANOUT EXHIBIT F 20 12 20 07 15 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 EO FEO F EOF EOF EOF HWL: 1022.1 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 20 09 20 09 20 18 21 13 13 15 21 15 20 14 16 0.8%3.1% 1.8% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 9+00 10+00 11+00 12+00 13+00 14+0 0 21 20 WET POND 2 (MAREK) NWL: 1020.0 10-YR HWL: 1021.5 100-YR HWL: 1022.8 EOF: 1023.5 EOF EOF 2217 22 16 22 2220 29 31 3329 28 28 29 33 STOOP PA T I O STOOP PA T I O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO 20' BUFFE R S E T B A C K 9 12 2 5 7 COMMON LOT 17 8 4 203 10 14 17 3 1 1 10 12 5 2 203RD ST. W WETLAND B U F F E R WETLAND BUFFER 20' BUFFER SETBACK 7 8 11 13 15 16 18 1 4 6 8 9 11 6 7 1 3 RL 203RD ST W 2 2 RETAINING W A L L OUTLOT A 25' WET L A N D B U F F E R 20' B U F F E R S E T B A C K 10' P O N D A C C E S S 15 5 13 16 14 6 RETAINING WALL 1 2 3 4 1 2 3 4 5 630 ' 50' 50' F1 F2 F3 F4 F5 F6 F7 F8 7 GHOST P L A T (FUTU R E D E V E L O P M E N T ) 10' PO N D A C C E S S OU T L O T A OUTLOT B 1 1 2COMMON LOT 9 COMMON LOT 19 B6 1 8 B6 1 8 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 HWL: 1022.1 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 RE T A I N I N G W A L L 7 5 4 1 3 2 8 6 101 102 103 104 105 112 114 115 116 117 118 301 302 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 9+00 10+00 11+00 12+00 13+00 14+0 0 EX. F01 8" P V C C 9 0 0 8 " P V C C 9 0 0 8" PVC C900 88 L F - 1 5 " RC P @ 0 . 5 7 % CBMH 105RE=1028.8BLD=13.8' IE=1017.5 S IE=1015.0 W 69 LF - 15" RCP @ 1.30% CBMH 104RE=1028.1BLD=15.1' IE=1014.1 E IE=1013.0 W 12 8 L F - 2 4 " RC P @ 1 . 8 0 % CBMH 103 RE=1021.3BLD=10.6'IE=1010.7 SIE=1010.7 NE 121 L F - 2 4 " RCP @ 1 6 . 3 3 % STMH 102 RE=995.0 BLD=4.8'IE=991.0 SWIE=990.2 NE FES 101IE=989.7 SW 65 LF - 24"RCP @ 1.38% CBMH 112RE=1027.8BLD=13.9'IE=1014.1 NW IE=1023.5 N IE=1014.8 SIE=1013.9 E 74 LF - 2 1 " RCP @ 0 . 9 5 % CBMH 115RE=1028.2BLD=13.4' IE=1014.8 N IE=1014.8 SE 14 6 L F - 2 1 " RC P @ 0 . 7 6 % CBMH 116RE=1029.6BLD=13.7'IE=1016.1 W IE=1025.3 E IE=1015.9 S CB 119 RE=1029.6BLD=4.0'IE=1025.6 W 157 LF - 18" RCP @ 1.28% CBMH 117RE=1028.8 BLD=10.7' IE=1018.1 SIE=1018.1 E 31 L F - 1 8 " RC P @ 1 . 2 9 % 118IE=1018.5 N18" INLET STMH EX. RE=1034.9 BLD=4.1' IE=1030.8 E 95 LF - 15"RCP @ 6.1 2 % STMH F05RE=1029.1BLD=4.1'IE=1025.0 WIE=1025.0 N 11 0 L F - 1 5 " RC P @ 0 . 9 1 % CBMH F04RE=1032.1 BLD=8.1' IE=1024.0 SIE=1024.0 N CBMH F03 RE=1032.0BLD=8.5'IE=1023.5 S IE=1023.5 N 11 8 L F - 1 5 " RC P @ 2 . 6 2 % STMH F02 RE=1025.3 BLD=5.1' IE=1020.4 SIE=1020.2 N FES F01IE=1020.0 S FES 301IE=988.5 SWOCS 302RE=992.7BLD=4.2' IE=988.5 SW IE=989.5 NE 52 LF - 2 4 " RCP @ 1 . 9 1 % 30 LF - 2 4 " RCP @ - 7 . 3 2 % 21 LF - 27" RCP @ 2.39% 29 LF - 12" RCP @ 1.03% 29 LF - 12" RCP @ 1.03% 29 LF - 15" RCP @ 1.72% CB 114RE=1027.8 BLD=4.0' IE=1023.8 S OCS F12RE=1023.9BLD=7.9' IE=1020.0 E IE=1017.5 NW FES F11 IE=1019.0 W35 LF - 1 8 " RCP @ 1 . 4 5 % 36 LF - 18"RCP @ 2.77% 146 LF - 8" PVC C900 @ -1.06% 1+ 0 0 2+ 0 0 2+ 0 6 . 5 8 EOF EOF EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 15+ 0 0 16+00 17+00 COM M O N L O T 1 1 10 2 8 03RD ST W 3 48913 7 COMMON LOT 9KENSF I ELD T R2 65 7 EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 9 106111 107 108 109 110 113 EX OCS EX 15+ 0 0 16+00 17+00 IE=1017.9 E IE=1017.8 S BLD=10.1 IE=1019.9 NW 16 2 L F - 8 " S D R 3 5 @ 0 . 4 9 % 8 " P V C C 9 0 0 8" P V C C 9 0 0 CB 110RE=1028.8BLD=4.0'IE=1024.8 S CBMH 109 RE=1028.8BLD=4.5'IE=1024.5 NIE=1024.3 W 296 LF - 15" RCP @ 1.79% CBMH 108RE=1023.0BLD=4.0' IE=1019.0 E IE=1019.0 W 110 LF - 15"RCP @ 0.46% 59 L F - 1 5 " RCP @ 0 . 5 0 % CB 111 RE=1027.1BLD=4.0'IE=1023.1 E CBMH 106 RE=1027.1 BLD=9.1'IE=1018.2 SEIE=1022.8 W IE=1018.0 N 88 L F - 1 5 " RC P @ 0 . 5 7 % IE=1015.0 WIE=1013.0 W IE=1013.0 N 15 1 L F - 1 5 " RC P @ 0 . 8 0 % CBMH 113RE=1020.0 BLD=4.0' IE=1016.2 SWIE=1016.0 N 51 LF - 12" RCP @ 13.78% EX OCS RE=1026.7 BLD=5.0' 29 LF - 12" RCP @ 1.03% 29 LF - 12" RCP @ 1.03% 4" DI P I R R I G . S E R V I C E STMH 107 RE=1027.5 BLD=9.0'IE=1018.5 EIE=1018.5 NW STRUCTURE TABLE Structure Name 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 119 302 TYPE STMH CBMH CBMH CBMH CBMH STMH CBMH CBMH CB CB CBMH CBMH CB CBMH CBMH CBMH CB OCS DIAMETER 48 48 60 48 48 48 48 48 ??? ??? 48 48 ??? 48 48 48 ??? 48 RIM 995.0 1021.3 1028.1 1028.8 1027.1 1027.5 1023.0 1028.8 1028.8 1027.1 1027.8 1020.0 1027.8 1028.2 1029.6 1028.8 1029.6 992.7 BUILD 4.80 10.59 15.14 13.76 9.13 9.05 4.02 4.52 4.03 4.03 13.88 4.02 3.98 13.39 13.73 10.66 4.03 4.20 INV 990.2 1010.7 1013.0 1015.0 1018.0 1018.5 1019.0 1024.3 1024.8 1023.1 1013.9 1016.0 1023.8 1014.8 1015.9 1018.1 1025.6 988.5 CASTING 2 x 3 R-4342 R-3067 R-1642 R-4342 R-1642 R-4342 R-4342 R-3067 R-3067 R-3067 R-3067 R-3501-TB R-3067 R-3067 R-3067 HAALA 2 x 3 2 x 3 2 x 3 R-3501-TB R-3067 FES TABLE Structure Name 101 118 301 INV 989.70 988.50 PIPE SIZE 27" 24" C.Y. RIP RAP 1018.5 18"0 (INLET) 12 10 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C5.02 9PRELIMINARY UTILITY STORM SEWER PLAN STORM SEWER NOTES: 1. THE STORM SEWER IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKEVILLE GENERAL SPECIFICATIONS FOR STREET AND UTILITY CONSTRUCTION. 2.EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND SCHEDULING ALL REQUIRED UTILITY INSPECTION WITH THE CITY OF LAKEVILLE AND/OR ITS CONSULTANTS WITH A 48-HOUR NOTICE 4. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL COMPACTION TESTS AND SOIL INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 5. ANY EROSION CONTROL DAMAGED BY CONSTRUCTION SHALL BE REPARED AS INCIDENTAL TO CONSTRUCTION. N SCALE IN FEET 0 10050 LEGEND: EASEMENT WATERMAIN SANITARY SEWER STORM SEWER CURB & GUTTER D S CONCRETE SIDEWALK NOTE: ASTERISK (*) ON SPOT ELEVATIONS DENOTES NON-TYPICAL ELEVATION S BITUMINOUS TRAIL SETBACK LINE REAR BLDG PAD LINE SURFACE SLOPE LABEL X.X GUTTER SPOT LABEL G900.0 PROPOSED CONTOUR 944950 EXISTING CONTOUR CENTERLINE EMERGENCY OVERFLOW EOF 6" DRAINTILE (PERF) 6" DRAINTILE (SOLID) 4" DRAINTILE (SOLID) W/ CLEANOUT W/ CLEANOUT NATURAL AREA SIGN W/ CLEANOUT 302 (CROSSED OUT STRUCTURES WERE INSTALLED IN PHASE 1) 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 5+4 1 . 5 5 995 . 0 10 2 9 . 3 10 2 4 . 9 10 2 2 . 2 101 5 . 0 1006 . 5 997. 2 10 2 6 . 8 10 2 3 . 9 101 8 . 6 101 1 . 3 1001.5 20 12 20 07 15 GRA D E L I M I T GRADE LIMIT GRADE LIMIT 0+00 0+ 4 2 . 6 5 0+ 0 0 0+38.23 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 EOF EOF EO FEO F EOF EOF EOF GRADE L I M I T GRADE LIMIT GRADE LIMIT GR A D E L I M I T GRADE L I M I T GR A D E L I M I T HWL: 1022.1 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 20 09 20 09 20 18 21 13 13 15 21 15 20 14 16 EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 0.8%3.1% 1.8% 4.6%4.6% 7. 4 % 20. 8 % 31 . 4 % 8.1% 7.4% 7.6 % 7. 5 % 6.7% 7.2% 7.6 % 7. 5 % 7.0 % 30 . 6 % 30 . 5 % 3.9%2.3% 7. 0 % 2.3 % 13 . 2 % 1.8% 4.7% 11 . 5 % 21 20 32.4% 31. 3 % 3.9% 25.9% 8. 0 % EO F EO F 10 2 0 1034 1032 103 2 1024 1028 1030 1030 1030 103 2 10 3 4 1030 102 8 102 6 102 0 10 3 0 1030 1022 102 2 10 2 2 1030 1018 1020 1024 1024 10 2 2 10 2 6 1034 10 3 6 10 3 8 103 2 1032 10 3 6 10 3 6 1.8%1.8% 22 7. 5 % 7. 3 % 7. 4 % 17 22 16 22 22 20 29 31 3329 28 28 29 33 7 9 5 4 1 3 2 8 6 101 102 103 104 105 106 111 107 108 109 110 112 114 113 EX OCS 115 116 117 118 301 302 EX EX. F01 119 STO O P PATIO STO O P PATIO STO O P PATIO STO O P PATIO STO O P PATIO STO O P PATIO STO O P PATIO STO O P PATIO 20' BUF F E R S E T B A C K 9 12 2 5 7 COMMON LOT 17 8 4 COM M O N L O T 1 1 10 2 8 203RD ST W 10 14 17 3 1 1 10 3 12 5 2 4 203RD ST. W WETLAN D B U F F E R WETLAND BUFFER 20' BUFFER SETBACK 7 8 11 13 15 16 18 1 4 6 8 9 11 6 7 1 3 8 9 1 3 7 COMMON LOT 9KENS F I ELD T RL 203RD ST W 2 2 RETAINI N G W A L L OUTLOT A 25 ' WET L A N D B U F F E R 20' B U F F E R S E T B A C K 10' P O N D A C C E S S 15 5 13 16 14 6 RETAINING WALL 1 2 3 4 1 2 3 4 5 630 ' 50' 50' F1 F2 F3 F4 F5 F6 F7 F8 65 7 GHOS T P L A T (FUT U R E D E V E L O P M E N T ) 10' P O N D A C C E S S OU T L O T A OUTLOT B 1 1 2COMMON LOT 9 COMMON LOT 19 B6 1 8 B6 1 8 WET POND 1 NWL: 990.0 10-YR HWL: 992.3 100-YR HWL: 994.1 EOF: 994.5 HWL: 1022.1 WETLAND EX. 2-YR: 986.0 EX. 10-YR: 986.3 EX. 100-YR: 986.6 PR. 2-YR: 986.0 PR. 10-YR: 986.3 PR. 100-YR: 986.6 EX CITY POND NWL: 1023.2 10-YR HWL: 1024.7 100-YR HWL: 1026.2 EOF: 1026.0 RE T A I N I N G W A L L 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 15711572 1573 1574 1575 1576 1577 1578 1579 1580 1581 1582 1583 1584 1585 1586 1587 15881589 1590 1591 1592 1593 1594 1595 1596 1597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 16171618 1619 1620 1621 1622 1623 1624 1625 1626 1627 1628 1629 1630 1631 1632 1633 1634 1635 1636 1637 1638 1639 1640 1641 1642 1643 1644 1645 1646 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1659 1660 1661 1662 1663 1664 1665 16661667 1668 1669 1670 16711672 1673 1674 16751676 1677 1678 16791680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 16941995 1696 1697 1698 1699 1700 1701 1702 1703 1704 1705 1706 1707 1708 1709 1710 1711 1712 1713 1714 1715 1716 1717 1718 1719 17201721 1722 1723 1724 1725 1726 1727 1728 1729 1730 1731 1732 1733 1734 1736 1737 1738 1739 1740 1741 1742 1743 1744 1745 1746 1747 1748 1749 1750 1751 1752 1753 1754 1755 1756 1757 17581759 1760 1761 1762 1763 1764 17651766 1767 1768 1769 1770 1771 1772 1773 1774 1775 1776 1777 1778 1779 1780 1781 1782 1783 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 1804 1805 18061807 180818101809 1811 18121813 18141815 18161817 1818 1819 1820 18211822 1823 1824 18251826 1827 1828 1829 1830 1831 1832 1833 1834 1835 1836 1837 1838 1839 1840 18411842 1843 1844 1845 184618471848 1849 1850 1851 1852 18531854 1855 1856 1857 1858 1859 1860 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 1871 18721873 1874 1875 1876 1877 1878 1879 1880 18811882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 190419051906 1907 1908 190919101911 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 19411942 1943 1944 1945 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 19581959 1960 1961 1961 1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 19741975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 19961997 1998 1999 2000 2001 2002 2003 2004 20052006 20072008 2009 2010 2011 2012 2013 2014 201520162017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 20362037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047 2048 2049 2015 2051 2052 2053 20542055 2056 2057 2058 2059 2060 2061 2062 2063 2064 2065 2066 2067 2068 2069 2070 2071 2072 2073 2074 2075 2076 2077 2078 2079 2080 2081 2082 2083 2084 2085 2086 20872088 2089 2090 2091 2092 2093 2094 2095 2097 2098 2099 21002101 2102 2103 2104 2105 2106 2107 21082109 2110 2111 2112 2113 2114 2115 2116 2017 2018 20192120 21212122 2123 2124 2125 2126 2127 2128 21292130 2131 2132 2133 2134 2135 2136 2137 2138 2139 2140 2141 2142 2143 2144 2145 2146 2147 2148 2149 2150 21512152 2153 2155 2156 2157 2158 2159 2160 2161 2162 2163 2164 2165 2166 2168 2169 2170 2171 2172 2173 2174 2175 2176 2177 2178 2180 7181 2182 2183 2184 2185 2186 2187 2188 2189 2190 2191 2192 2193 2194 2195 2196 2197 2198 2199 2200 2201 2202 2203 2204 2205 2206 2207 2208 2209 2210 2211 2212 2213 2214 2215 2216 2217 2218 2219 2220 2221 2222 2223 2224 2225 2226 2227 2228 2229 2230 2231 2232 2233 2234 2235 2236 2237 2238 2239 2240 2241 2242 2243 2244 2245 2246 2247 22482249 2250 2251 2252 2253 2254 2255 2256 2257 22582259 2260 2261 2262 2263 2264 2265 2266 2267 2268 2269 2270 2271 2272 2273 2274 2275 2276 2277 2278 2279 2280 2281 2282 2283 2284 2285 2286 2287 2288 2290 2291 2292 2293 2294 2295 2296 2297 2298 2299 2300 2301 2302 2203 2304 2305 2306 2307 2308 2309 2310 2311 2312 2313 2314 2315 2315 2316 2317 2318 2319 2320 3927 3928 3929 39263930 3931 3932 3933 3934 3935 3936 3937 3938 3939 3940 3941 3942 3943 3944 3945 3946 3947 3948 394939503951 3952 3953 3954 395539583957 3958 3959 3960 3961 3962 3963 3964 3965 3966 3967 3968 3969 3970 3971 3972 3973 3974 3975 3976 3977 3978 39793980 3981 3982 3983 3984 3985 3986 3987 3988 3989 3990 3991 3992 3993 3994 3995 3996 3997 3998 3999 4000 4501 4502 4503 4504 4505 4506 4507 4508 4509 4510 4511 4512 4513 4514 1658 2096 2154 2167 2179 2289 LEGEND: STORM SEWER CURB & GUTTER D PROPOSED CONTOUR EXISTING CONTOUR CENTERLINE 950 944 SAVED TREE GRADE LIMIT REMOVED TREE 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH --- 23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman PRELIMINA R Y 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL 12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C6.01 10 PRELIMINARY TREE PRESERVATION PLAN N SCALE IN FEET 0 10050 NOTE: NO ADDITIONAL REMOVAL PROPOSED WITH THE 2ND ADDITION APPLICATION. EXHIBIT G 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH --- 23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman PRELIMINA R Y 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL 12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C6.02 11 PRELIMINARY TREE PRESERVATION PLAN STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOOP PATIO STOOP PATI O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PA T I O STOO P PA T I O STOOP PA T I O STOOP PA T I O STOOP PATIO STOOP PATIO STOOP PAT I O STOOP PAT I O STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO IMPERVIOUS CALCS ANTLERS RIDGE PLAT IMPERVIOUS CALCS MAX IMPERVIOUS: 25% WITHIN SHORELAND DISTRICT GROSS AREA: 755,287 SF PRIVATE OUTLOT TO BE DEEDED TO MAREK PLAT: 18,400 SF NET ANTLERS RIDGE AREA: 736,887 SF ALLOWED IMPERVIOUS: 736,887 SF x 0.25 = 184,222 IMP. SF PROPOSED IMPERVIOUS: 60 UNITS @ 1,374 SF/UNIT = 82,440 SF 60 DRIVEWAYS @ 635 SF = 38,100 SF PUBLIC STREET = 47,666 SF SIDEWALK = 6,780 SF PROPOSED IMPERVIOUS = 174,986 SF (23.2%) COMBINED ANTERS RIDGE & MAREK IMPERVIOUS CALCS COMBINED AREA: 736,887 + 79,034 = 815,921 SF COMBINED IMPERVIOUS: 174,986 + 23,794 = 198,780 (24.4%) NOTE: WHEN COMBINED, BOTH PARCELS MEET THE 25% MAX IMPERVIOUS ALLOWANCE. MAX IMPERVIOUS: 25% WITHIN SHORELAND DISTRICT PARCEL AREA: 60,634 SF PRIVATE OUTLOT TO BE DEEDED TO MAREK PLAT: 18,400 SF NET MAREK AREA: 79,034 SF ALLOWED IMPERVIOUS: 79,034 SF x 0.25 = 19,759 IMP. SF PROPOSED IMPERVIOUS: 08 UNITS @ 1,374 SF/UNIT = 10,992 SF 08 DRIVEWAYS @ 635 SF = 5,080 SF PUBLIC STREET = 6,676 SF SIDEWALK = 1,046 SF PROPOSED IMPERVIOUS = 23,794 SF X 14.0 SCALE IN FEET 0 12060 N 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C7.02 13IMPERVIOUS EXHIBIT ANTLERS RIDGE & MAREK - IMPERVIOUS CALCS EXHIBIT H ANTLERS RIDGE PLAT OPEN SPACE CALCS REQ'D OPEN SPACE: 50% GROSS AREA: 17.34 AC PRIVATE OUTLOT TO BE DEEDED TO MAREK PLAT: 0.42 AC NET ANTLERS RIDGE AREA: 16.92 AC INDIVIDUAL LOTS & ROW: 7.29 SF OPEN SPACE (PUBLIC OUTLOT & COMMON LOTS): 9.63 AC PROPOSED OPEN SPACE = 9.63/16.92 SF = 56.9% COMBINED ANTERS RIDGE & MAREK OPEN SPACE CALCS COMBINED AREA: 16.92 + 1.81 = 18.73 AC COMBINED OPEN SPACE: 9.63 + 0.80 = 10.43 AC (55.7%) REQ'D OPEN SPACE: 50% MAREK PARCEL AREA: 1.39 AC PRIVATE OUTLOT TO BE DEEDED TO MAREK PLAT: 0.42 AC COMBINED MAREK AREA: 1.81 AC INDIVIDUAL LOTS & ROW: 1.01 AC OPEN SPACE (PUBLIC OUTLOT & COMMON LOTS): 0.80 AC SCALE IN FEET 0 12060 N 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C7.02 14OPEN SPACE EXHIBIT ANTLERS RIDGE & MAREK - OPEN SPACE CALCS EXHIBIT I TIER 1 (1)TIER 2 (1) TIER 3 (1) TIER 3 (2) TIER 3 (3) TIER 3 (4) TIER 3 (5)TIER 3 (6)TIER 3 (7) TIER 3 (8)TIER 3 (9) TIER 3 (10) TIER 3 (11) TIER 3 (12) TIER 3 (13) TIER 3 (14) TIER 3 (15)TIER 3 (16) TIER 1 (2)TIER 1 (3) TIER 1 (5) TIER 1 (4) TIER 1 (6) TIER 2 (2) TIER 2 (3) TIER 2 (4) TIER 2 (5) TIER 2 (6) TIER 2 (7) TIER 2 (8) TIER 2 (9) TIER 2 (10) TIER 2 (11) TIER 2 (12)TIER 2 (13) TIER 2 (14) TIER 2 (15) TIER 2 (16) TIER 2 (17) TIER 2 (18) TIER 2 (19) TIER 2 (20) TIER 2 (21)TIER 2 (22)TIER 2 (23)TIER 2 (24) TIER 2 (25) TIER 2 (27) TIER 2 (28) TIER 2 (29)TIER 2 (30) TIER 2 (31) TIER 2 (32) TIER 2 (33) TIER 2 (34) TIER 2 (35) TIER 2 (36) TIER 2 (37) TIER 2 (38) MAREK TIER 2 (1) MAREKTIER 3 (1) MAREKTIER 3 (2) MAREKTIER 3 (3) MAREK TIER 3 (4) MAREK TIER 3 (5) MAREK TIER 3 (6) MAREKTIER 3 (7) SHORELAND TIER 1 (ANTLERS) GROSS AREA: 244,076 SF SHORELAND TIER 2 (ANTLERS) GROSS AREA: 315,892 SF SHORELAND TIER 3 (ANTLERS) GROSS AREA: 176,197 SF SHORELAND TIER 3 (MAREK) GROSS AREA: 76,045 SF SHORELAND TIER 2 (MAREK) GROSS AREA: 2,322 SF 267 ' 267 ' 267 ' 100 0 10 0 0 TIER 2 (26) SCALE IN FEET 0 12060 N 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C7.04 15SHORELAND EXHIBIT ANTLERS RIDGE & MAREK - SHORELAND CALCS ANTLERS RIDGE - SHORELAND TIER DENSITY BREAKDOWN TIER "TOTAL AREA (SF)" "WETLAND & OHWL AREA (SF)" "SUITABLE AREA (SF)" "DENSITY ALLOWED (DUPLEX)" UNITS ALLOWED "UNITS CARRIED OVER FROM PREVIOUS TIER" ALLOWED UNITS + CARRY OVER UNITS USED DIFFERENCE "ADDITIONAL UNITS TO BE USED FROM LAKE MARION RESIDENTIAL SHORELAND DENSITY RESERVE" UNITS LEFTOVER UNIT MULTIPLIER "UNITS CARRIED OVER TO NEXT TIER" 1.0000 244,076 66,088 177,988 1 UNIT/13,000 SF 13.69 0.0000 13.69 6.0000 NA 0 7.69 1.5000 11.54 2.0000 315,892 0 315,892 1 UNIT/13,000 SF 24.30 11.54 35.84 38.0000 -2.16 3 0.84 2.0000 1.67 3.0000 176,197 0 176,197 1 UNIT/13,000 SF 13.55 1.67 15.23 16.0000 -0.77 1 0.23 2.0000 NA MAREK - SHORELAND TIER DENSITY BREAKDOWN TIER "TOTAL AREA (SF)" "WETLAND & OHWL AREA (SF)" "SUITABLE AREA (SF)" "DENSITY ALLOWED (DUPLEX)" UNITS ALLOWED "UNITS CARRIED OVER FROM PREVIOUS TIER" ALLOWED UNITS + CARRY OVER UNITS USED DIFFERENCE "ADDITIONAL UNITS TO BE USED FROM LAKE MARION RESIDENTIAL SHORELAND DENSITY RESERVE" UNITS LEFTOVER UNIT MULTIPLIER "UNITS CARRIED OVER TO NEXT TIER" 1.0000 0 0 0 1 UNIT/13,000 SF 0.00 0.0000 0.00 0.0000 NA 0 0.00 1.5000 0.00 2.0000 2,322 0 2,322 1 UNIT/13,000 SF 0.18 0.00 0.18 1.0000 -0.82 1 0.18 2.0000 0.36 3.0000 76,045 0 76,045 1 UNIT/13,000 SF 5.85 0.36 6.21 7.0000 -0.79 1 0.21 2.0000 NA EXHIBIT J STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOOP PATI O STOOP PATI O STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PA T I O STOO P PA T I O STOOP PA T I O STOOP PA T I O STOOP PATIO STOOP PATIO STOOP PAT I O STOOP PAT I O STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO PHASE 1 CONSTRUCTED SUMMER 2024 PHASE 2 CONSTRUCTED SUMMER 2025FUTURE PHASE ANTLERS RIDGE OUTLOTS TO BE DEEDED TO FUTURE PHASE ONCE DEVELOPMENT OCCURS PHASING EXHIBIT SCALE IN FEET 0 12060 N 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C7.05 16PHASING EXHIBIT EXHIBIT K STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO 9 30' 8 4 10 5 2 WETLAND BUFFER 20' BUFFER SETBACK 7 8 6 7 1 3 203RD 2 2 RETAINING W A L L 5 6 RETAINING WALL 1 2 3 4 1 2 3 4 5 6 OU T L O T A 1 2COMMON LOT 9 COMMON LOT 19 HWL: 1022.1 EO F HWL: 1022.1 TP-191041.2 TP-151030.7 TP-16 1020.4 TP-181027.8 SB-1 1019.9 SB-51031.4 SB-6 1018.8 21 13 13 15 21 15 20 14 16 10 3 3 . 3 10 3 4 . 0 10 3 2 . 6 1034.19 HP 3+00 4+00 5+00 6+001034.2 1033.2 1032.2 1031. 2 1033.7 1032.7 1031.7 103 0 . 7 GF 1034.6 WO BF 1026.6 ((1025.8))X X TF 1034.9 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 GF 103 3 . 6 WO BF 102 5 . 6 ((1024 . 8 ) ) X X TF 103 3 . 9 X X (1 0 3 0 . 0 ) SO G TF 1 0 3 1 . 0 GF 1 0 3 0 . 7 X X (1 0 3 0 . 5 ) SO G TF 1 0 3 1 . 5 GF 1 0 3 1 . 2 X X(1033.1) SOG TF 1034. 1 GF 1033. 8 X X(1033.4) SOG TF 1034.4GF 1034.1 X X (10 2 9 . 8 ) SOG TF 1 0 3 0 . 8 GF 1 0 3 0 . 5 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 X X(1034.0) SOG TF 1035.0GF 1034.7 X X(1034.7) SOG TF 1035.7GF 1035.4 4.6%4.6% 10 . 9 % 4.6 % 4.5% 2.5 % 24 . 1 % 21.7% 7. 4 % 24.7% 20.8 % 31 . 4 % 7.6 % 7. 5 % 7. 5 % 8.0% 7.4% 7.5% 7.0 % 30 . 6 % 30 . 5 % 3.9% 11 . 5 % GF 1035.3 WO BF 1027.3 ((1026.5))X X TF 1035.6 21 32.4% 31.3 % 3.9% 25.9% 5.0% 6.5 % 5.3 % 6. 4 % 6.4 % 7.1% 7.3 % 5. 7 % 3. 5 % 3.7% 3.8% 10 3 4 . 5 103 1 . 6 10 3 2 . 1 1030.4 1029.6 10 2 2 . 5 103 2 . 8 10 3 3 . 1 1030.9 1030.1 1029.7 10 3 3 . 4 10 2 3 . 6 10 3 3 . 7 10 2 3 . 2 8. 0 % 10 3 4 . 6 10 2 5 . 4 10 3 5 . 0 10 2 1 . 6 1028.0 1027.3 1031.5 10 3 2 . 6 10 3 3 . 6 10 2 9 . 6 10 3 1 . 2 10 3 2 . 3 10 3 1 . 8 10 3 4 . 5 10 3 5 . 0 10 3 4 . 0 10 3 4 . 6 10 3 3 . 4 10 3 4 . 0 2. 8 % 3. 8 % 3. 4 % 4. 1 % 3. 3 % 4. 0 % 2. 6 % 3. 7 % 2. 9 % 4. 1 % 1034 1032 1032 1024 10281030 1030 1031.0 103 2 10 3 4 1030 1030 1022 22 7. 5 % 7. 3 % 7. 4 % 4. 6 % 10 3 4 . 8 X 10 3 5 . 4 X 10 3 5 . 4 X X 1033 . 5 17 22 16 22 2220 31 33 29 33 10 2 9 . 2 CB O X : 10 2 9 . 5 X+X X102 0 . 5 SER V :X+X X102 0 . 5 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 1 . 2 SE R V : X+ X X 10 2 1 . 2 CB O X : 10 2 9 . 7 CB O X : 10 3 0 . 2 7 56 117 118 3+00 4+00 5+00 6+00 1+ 1 4 0+ 5 9 0+ 1 4 0+0 5 0+ 4 7 0+5 8 STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO 25' 30 ' 50' 50' F1 F2 F3 F4 F5 F6 F7 F8 GHOST P L A T (FUTU R E D E V E L O P M E N T ) 10' PO N D A C C E S S OU T L O T A OUTLOT B RE T A I N I N G W A L L 1034.19 HP 1032.57 LP 0+00 1+00 2+00 1033.8 1032.6 1033.51033.1 1032.8 1034.1 3. 4 % 4. 0 % 3. 6 % 4. 9 % 4. 3 % 5. 7 % 4. 0 % 3. 4 % WET POND 2 (MAREK) NWL: 1020.0 10-YR HWL: 1021.5 100-YR HWL: 1022.8 EOF: 1023.5 EOF EOF 1030 1018 1020 1024 1024 102 2 10 2 6 1034 10 3 6 10 3 8 103 2 1032 10 3 6 103 6 GF 1035.3 WO BF 1027.3 ((1026.5))X X TF 1035.6GF 1034.7 WO BF 1026.7 ((1025.9))X X TF 1035.0 X X(1034.6) SOG TF 1035.6GF 1035.3 X X(1033.8) SOG TF 1034.8GF 1034.5 10 3 4 . 0 10 3 3 . 0 10 3 3 . 5 10 2 4 . 9 10 2 5 . 1 1038.1 10 3 4 . 5 10 3 3 . 0 10 3 3 . 7 10 3 0 . 0 10 3 3 . 9 10 3 2 . 1 1038.1 1038.1 1029.0 1029. 9 1038.1 1024.5 1024.5 1024.5 1023.5 102 4 . 5 10 2 4 . 5 1024.5 1.5% 1.5% 13 . 1 % 21 . 9 % 12.2% 2. 3 % 33. 2 % 8. 3 % 7. 9 % 3. 5 % 4. 1 % 13.1% 7.6% 16.9% 19.9% 10 3 4 . 8 X 2220 29 31 3329 28 28 29 33 TU R N & B Y P A S S L A N E S T O B E D E S I G N E D W I T H M A R E K P A R C E L 0+00 1+00 2+00 F03 F04 F05 EX. F02 F01 F01 F11F12 STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO 9 30' 8 4 10 5 2 WETLAND BUFFER 20' BUFFER SETBACK 7 8 6 7 1 3 203RD 2 2 RETAINING W A L L 5 6 RETAINING WALL 1 2 3 4 1 2 3 4 5 6 1 2COMMON LOT 9 COMMON LOT 19 HWL: 1022.1 EO F HWL: 1022.1 SB-1 1019.9 996.1 SB-51031.4 SB-6 1018.8 20 21 13 13 15 21 15 20 14 16 10 3 3 . 3 10 3 4 . 0 10 3 2 . 6 1034.19 3+00 4+00 5+00 6+001034.2 1033.2 1032.2 1031. 2 1033.7 1032.7 1031.7 103 0 . 7 GF 1034.6 WO BF 1026.6 ((1025.8))X X TF 1034.9 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 GF 103 3 . 6 WO BF 102 5 . 6 ((1024 . 8 ) ) X X TF 103 3 . 9 X X (1 0 3 0 . 0 ) SO G TF 1 0 3 1 . 0 GF 1 0 3 0 . 7 X X (1 0 3 0 . 5 ) SO G TF 1 0 3 1 . 5 GF 1 0 3 1 . 2 X X(1033.1) SOG TF 1034. 1 GF 1033. 8 X X(1033.4) SOG TF 1034.4GF 1034.1 X X (10 2 9 . 8 ) SOG TF 1 0 3 0 . 8 GF 1 0 3 0 . 5 GF 1033.9 WO BF 1025.9 ((1025.1))X X TF 1034.2 X X(1034.0) SOG TF 1035.0GF 1034.7 X X(1034.7) SOG TF 1035.7GF 1035.4 4.6%4.6% 10 . 9 % 4.6 % 4.5% 2.5 % 24 . 1 % 21.7% 7. 4 % 24.7% 20.8 % 31 . 4 % 7.6 % 7. 5 % 7. 5 % 8.0% 7.4% 7.5% 7.0 % 30 . 6 % 30 . 5 % 3.9% GF 1035.3 WO BF 1027.3 ((1026.5))X X TF 1035.6 21 4.3% 5.0% 6.5 % 5.3 % 6. 4 % 6.4 % 7.1% 7.3 % 5. 7 % 3. 5 % 3.7% 3.8% 103 1 . 6 10 3 2 . 1 1030.4 1029.6 10 2 2 . 5 103 2 . 8 10 3 3 . 1 1030.9 1030.1 1029.7 10 3 3 . 4 10 2 3 . 6 10 3 3 . 7 10 2 3 . 2 8. 0 % 10 3 4 . 6 10 2 5 . 4 1028.0 1027.3 1031.5 10 3 2 . 6 10 3 3 . 6 10 2 9 . 6 10 3 1 . 2 10 3 2 . 3 10 3 1 . 8 10 3 4 . 5 10 3 5 . 0 10 3 4 . 0 10 3 4 . 6 10 3 3 . 4 10 3 4 . 0 2. 8 % 3. 8 % 3. 4 % 4. 1 % 3. 3 % 4. 0 % 2. 6 % 3. 7 % 2. 9 % 4. 1 % 1034 1032 1032 1024 10281030 1030 103 2 10 3 4 1030 1030 1022 22 7. 5 % 7. 3 % 7. 4 % 4. 6 % 10 3 5 . 4 X 10 3 5 . 4 X X 1033 . 5 17 22 16 22 22 CB O X : 10 2 9 . 2 CB O X : 10 2 9 . 5 SER V :X+X X102 0 . 5 SER V :X+X X102 0 . 5 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 0 . 7 SE R V : X+ X X 10 2 1 . 2 SE R V : X+ X X 10 2 1 . 2 CB O X : 10 2 9 . 7 CB O X : 10 3 0 . 2 7 56 117 118 3+00 4+00 5+00 6+00 1+ 1 4 0+ 5 9 0+ 1 4 0+0 5 0+ 4 7 0+5 8 OU T L O T A OUTLOT B RE T A I N I N G W A L L 29 31 3329 28 28 29 33 EX. MAREK PARCEL EXHIBIT SCALE IN FEET 0 12060 N 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com AAERETERRASUBMITTALS & REVISIONS Date DescriptionRev.By PLAN DATE: SHEET REV.PAGE # CHECKED: DRAWN: PROJECT #: 10/29/2024 LAKEVILLE, MN ANTLERS RIDGE 2ND ADDITION NRH ---23001 TAMARACK DEVELOPMENT, LLC LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982Nathan R. Herman PRELIMINARY 10/29/24 NRH PRELIMINARY PLAT AMENDMENT SUBMITTAL12/09/24 NRH REVISE PRE-PLAT AMENDMENT TO 2ND ADD. NEW PRE-PLAT 01/08/25 NRH REVISED PRE-PLAT PER CITY COMMENTS C7.06 17MAREK PARCEL EXHIBIT MAREK PRE-DEVELOPMENT MAREK POTENTIAL DESIGN 1. THIS PLAN SHOWS PROPOSED IMPROVEMENTS BEFORE MAREK DEVELOPS. 2. KENRICK DITCH RUNOFF FOLLOWS EXISTING FLOW PATH. 1. THIS PLAN SHOWS HOW MAREKS PROPOSED IMPROVEMENTS WILL TIE INTO ANTLERS RIDGE. 2. KENRICK DITCH RUNOFF FLOWS THROUGH MAREK POND.EXHIBIT L 203RD ST W 203RD ST. W KENSF I ELD T RL 203RD ST W 25' 30 ' 50' 50' STOOP PATIO STOOP PATIO STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOOP PATIO STOOP PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOOP PA T I O STOOP PA T I O STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STO O P PATIO STO O P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOOP PATIO STOOP PATIO STOOP PAT I O STOOP PAT I O STOOP PATIO STOOP PATIO STOO P PATIO STOO P PATIO STO O P PATIO STO O P PATIO STOO P PATIO STOO P PATIO STOO P PA T I O STOO P PA T I O STOOP PA T I O STOOP PA T I O STOOP PATIO STOOP PATIO STOOP PAT I O STOOP PAT I O STOO P PATIO STOO P PATIO TOP BACK 1023.75 HWL 1023.5 OUTLET STRUCTURE - POND MAREK WEIR SLOT 1020.0 TOP WEIR WALL 1022.0 18" RCP 1020.0 18" RCP INLET 18" RCP OUTLET SUMP 1016.0 2 5 7 4 10 2 8 3 10 12 2 4 1 4 6 8 9 11 1 3 8 9 1 3 7 155 13 16 14 6 65 7 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 2 3 1 RE T A I N I N G W A L L c OFANTLERS RIDGE LAKEVILLE, MINNESOTA TAMARACK DEVELOPMENT, LLC 1536 BEACHCOMBER BLVD 4-18-24Name Reg. No.Date Revisions Date Designed Drawn 2023 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS WACONIA, MINNESOTA 55387 01-PLAN-123013-SHEET-LAND.DWG L1.01LANDSCAPE PLANJLT c 1Name Reg. No.Date 1. XX-XX-2023 - City Comments Date Designed Drawn 2023 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 44763 Jennifer L. Thompson JLT LANDSCAPE NOTES: 1.FENCE TOP OF RETAINING WALL TALLER THAN 4' (AS SHOWN ON PLAN) TO BE 48" BLACK VINYL CHAINLINK, OR APPROVED EQUAL 2.DISTURBED AREAS TO BE SODDED EXCEPT SLOPE ON NORTH END FROM 1020 CONTOUR (RET. WALLS) TO THE NORTHERN MOST GRADING LIMIT WILL BE SEEDED; SEE GRADING PLAN FOR SEEDING 3.SODDED AREAS TO BE IRRIGATED 4.IRRIGATION DESIGNED BY OTHERS 1-7-2025 10-23-24-updated site plan 1-7-2025-updated site plan EXHIBIT M EXHIBIT N 1 CITY OF LAKEVILLE nd ADDITION CONDITIONAL USE PERMIT On January 23, 2025, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Tamarack Land Lake Marion Commons, LLC for a conditional use permit for a shoreland impact plan in conjunction with the preliminary plat of Antlers Ridge 2nd Addition. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The subject property is located in Planning District 4 of the 2040 Comprehensive Land Use Plan, which guides the Antlers Ridge 2nd Addition property for medium/high density residential and low/medium density residential development. 2. The subject site is zoned RST-2, Single and Two Family Residential District. 3. The legal description of the subject property is: 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be approved unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The shoreland impact plan conditional use permit is consistent with the goals and objectives and guided residential land uses of the 2040 Comprehensive Land Use Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed twinhomes in the Antlers Ridge 2nd Addition preliminary plat will be compatible with the twinhome development adjacent to the subject property. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: Subject to compliance with the stipulations listed in the January 16, 2025 planning report, the Antlers Ridge 2nd Addition preliminary plat will meet the performance standards contained in the Zoning and Subdivision ordinances. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The Antlers Ridge 2nd Addition preliminary plat can be accommodated with the public services available to serve the subject property and will not overburden the City’s service capacity. 2 e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The traffic generated by the Antlers Ridge 2nd Addition preliminary plat will be within the capacity of the streets that will serve this development. 5. The report dated January 16, 2025 prepared by Heather Botten, Senior Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit for a shoreland impact plan conditioned upon compliance with the planning report prepared by Heather Botten, Senior Planner, dated January 16, 2025. DATED: January 23, 2025 LAKEVILLE PLANNING COMMISSION BY: __________________________ Jenna Majorowicz, Chair City of Lakeville Memorandum To:Heather Botten, Senior Planner From:Alanna Sobottka, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Copy:Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director Date:January 16, 2025 Subject:Antlers Ridge 2nd Addition •Preliminary Plat Review •Preliminary Grading and Erosion Control Plan Review •Preliminary Landscaping Plan Review •Preliminary Utility Plan Review BACKGROUNDBACKGROUND Tamarack Development Lake Marion Commons, LLC representatives have submitted a preliminary plat named Antlers Ridge 2nd Addition along with preliminary plans to construct twenty-six (26) twinhome lots on two (2) blocks with two (2) outlots on 4.46 acres. The parent parcel (PID No. 221162000020) is zoned RST-2, Single and Two-Family Residential District. The proposed development is located east of and adjacent to Kenrick Avenue, north of 205th Street, west of 203rd Street and southwest of Lake Marion. The parent parcel consists of Outlot B, Antlers Ridge. The outlots created with the preliminary plat shall have the following use: AANTLERSNTLERS RRIDGEIDGE 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT JJANUARYANUARY 16,16, 20252025 PPAGEAGE 22 OFOF 66 Outlot A: Future Development; retained by Developer (0.05 acres) Outlot B: Future Development; retained by Developer (0.30 acres) The proposed development will be completed by: Developer: Tamarack Land Lake Marion Commons, LLC Engineer/Surveyor: Aterra Land Services SITESITE CONDITIONSCONDITIONS The existing parcel consists of Outlot B, Antlers Ridge, a previously mass graded parcel following preliminary plat approval of the previous phase of Antlers Ridge. The site consists of undeveloped land. A large wetland complex with woodlands that appear to have been naturally preserved, is located along the north property line. Two existing commercial businesses are located west of and adjacent to the site. The site is located within the Marion Lake Stormwater District with the site generally draining southwest to northeast. STREETSTREET ANDAND SUBDIVISIONSUBDIVISION LAYOUTLAYOUT Kenrick Avenue Antlers Ridge 2nd Addition is located east of and adjacent to Kenrick Avenue, a minor arterial roadway, as identified in the City’s Transportation Plan. Kenrick Avenue is constructed as a two-lane undivided roadway, with an eight-foot-wide bituminous trail along the east side. 203rd Street Development of Antlers Ridge 2nd Addition includes the extension of 203rd Street, a local roadway, as identified in the City’s Transportation Plan. 203rd Street was constructed as a 32- foot-wide urban local roadway with the development of Antlers Ridge and is currently terminated at the eastern border of the Antlers Ridge 2nd Addition site. The Developer shall extend 203rd Street as 32-foot-wide local street from its current terminus to the western plat boundary within the Antlers Ridge 2nd Addition site. The Developer shall construct a concrete sidewalk on one side of 203rd Street from the Antlers Ridge 2nd Addition eastern plat boundary to the temporary paved cul-de-sac on the western plat boundary. The Developer is dedicating 60 feet of right-of-way as shown on the preliminary plat. The Developer is required to construct a temporary paved cul-de-sac at the western terminus of 203rd Street at the plat boundary; the Developer is required to submit an approved cul-de-sac design prior to construction of the cul-de-sac. AANTLERSNTLERS RRIDGEIDGE 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT JJANUARYANUARY 16,16, 20252025 PPAGEAGE 33 OFOF 66 CONSTRUCTIONCONSTRUCTION ACCESSACCESS Construction traffic access and egress for grading, utility, and street construction shall be limited to a single access from Kenrick Avenue. The Park Dedication requirement for the parent parcel has not been paid and will be calculated and satisfied through a cash contribution with the final plat. Development of Antlers Ridge 2nd Addition includes the construction of public sidewalks. A five-foot-wide concrete sidewalk will be installed along one side of 203rd Street. The Developer will be responsible for 100% of the grading and restoration for the concrete sidewalks. ANITARYANITARY SSEWEREWER Antlers Ridge 2nd Addition is located within subdistrict SC-13041 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed residential development. Eight-inch public sanitary sewer will be extended from an existing sanitary sewer manhole provided with the construction of the previous phase of the Antlers Ridge development along 203rd Street. The sanitary sewer must be extended to the western plat boundary. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be required with the final plat. The fee will be based on the rate in effect at the time of final plat approval. ATERMAINATERMAIN Development of Antlers Ridge 2nd Addition includes construction of 8-inch public watermain. This watermain will be extended from watermain stubs on 203rd Street. The watermain must be extended to the western plat boundary. AANTLERSNTLERS RRIDGEIDGE 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT JJANUARYANUARY 16,16, 20252025 PPAGEAGE 44 OFOF 66 Antlers Ridge 2nd Addition is located within subdistrict ML-092 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. nd Addition 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. STORMSTORM SEWERSEWER nd Addition includes the construction of a public storm sewer system. Public storm sewer constructed within the development will convey runoff to the publicly owned and maintained storm sewer basins located within Outlot A, Antlers Ridge and Outlot A, Springbrook. AANTLERSNTLERS RRIDGEIDGE 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT JJANUARYANUARY 16,16, 20252025 PPAGEAGE 55 OFOF 66 RETAININGRETAINING WALLSWALLS The Developer proposes to construct privately owned and maintained retaining wall. Walls with a combined height over 4-feet are subject to approval of a building permit and must be designed by a registered geotechnical or structural engineer. An encroachment agreement is required with the final plat for the retaining walls proposed within drainage and utility easements. The retaining walls will be owned and maintained by the Antlers Ridge 2nd Addition HOA. FEMA FLOODPLAIN ANALYSIS Antlers Ridge 2nd Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA (Map number 27037C0191E). Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). The parent parcel is located within the shoreland overlay district. WETLANDSWETLANDS A wetland delineation was completed for the site by Midwest Natural Resources Inc. The Notice of Application was sent out 8/9/21. No adverse comments were received. Based on the information provided in the report dated 7/16/2021 and site visit, the wetland delineation for the area outlined in the report has been determined to be acceptable for use in implementing the Wetland Conservation Act. TREETREE PRESERVATIONPRESERVATION The site was mass graded with the first phase of Antlers Ridge. No additional trees are planned to be removed with this phase. EROSIONEROSION CONTROLCONTROL The plans include a detailed erosion and sediment control plan. The Developer must submit an erosion control plan that is compliant with City standards and meets all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. An on-site preconstruction meeting shall be held with the City prior to the issuance of a building permit. AANTLERSNTLERS RRIDGEIDGE 22NDND AADDITIONDDITION –– PPRELIMINARYRELIMINARY PPLATLAT JJANUARYANUARY 16,16, 20252025 PPAGEAGE 66 OFOF 66 RECOMMENDATIONRECOMMENDATION Engineering recommends approval of the Antlers Ridge 2nd Addition preliminary plat, easement vacation, preliminary site plans including the grading plan, erosion control plan, utility plan, and landscape plan subject to the requirements and stipulations within this report.