The URL can be used to link to this page

Home My WebLink About01/12/2022 Item 6B, Lake Amelia Woods FPPLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: APPLICANT: Katie Larsen, City Planner January 12, 2022 Lake Amelia Woods Final Plat FP2021-007 TJB Homes, Inc. Attn: Tom Budzynski 9100 Baltimore Street NE Blaine, MN 55449 OWNER: CB Property, LLC Attn: John Commers 285 Grande Way Apt. #501 Naples, FL 34110 REVIEW DEADLINE: Complete Application Date: December 16, 2021 60-Day Review Deadline: February 14, 2022 120-Day Review Deadline: April 15, 2022 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: January 12, 2022 City Council Work Session: February 14, 2022 City Council Meeting: February 14, 2022 BACKGROUND The applicant, Tom Budzynski of TJB Homes, Inc, submitted a land use application for final plat. The applicant proposes to subdivide 2 existing parcels into four, 10 acre rural lots for the purpose of constructing four (4) new single family homes. The subject site is located east of Amelia Lake and is 40.85 gross acres as measured above the OHWL. The name of the final plat is Lake Amelia Woods. This staff report is based on the following information: oo Preliminary Plat Plan Set prepared by Acre Land Surveying revision date 12/8/2021 oo Preliminary Plans for Grading prepared by Civil Methods, Inc. revision date 12/3/2021 oo Tree Preservation Plan prepared by Midwest Natural Resources revision date 12/8/2021 oo Stormwater Management Plan prepared by Civil Methods Inc. dated 6/18/2020 oo Final Plat prepared by Acre Land Surveying received 12/13/2021 Previous Council approvals: oo November 8, 2021: Resolution No. 21-114 Approving Preliminary Plat This staff report provides a comparison of the approved preliminary plat and the proposed final plat. Changes in the plans are either narratively described or shown as s#ikethr-eugh (deletions) or underline (additions). Overall, the final plat is consistent with the preliminary plat. Existing Site Conditions The 40 acre site is currently vacant, natural open space. Per the MLCCS, land cover includes cattail marsh, deciduous woodlands, oak forest and tall grasslands. It is in the shoreland district of Amelia Lake. Topography contour elevations range from 908.1 OHWL to 930 along CSAH 54 and from 900 on the south end to 950 on the north end. A previously submitted Existing Slopes and Hydrology plan sheet indicating some slopes exceeding 20% on site. No development is proposed in these areas. The property width tapers from approximately 1,000 feet (north) to 200 feet (south). The property length along CSAH 54 is approximately 3,000 feet. A 66 foot wide utility transmission easement with overhead power lines bisects the parcel north to south. Groundwater was encountered at 4 — 19 ft. Wetlands exist on site. Zoning The subject site is zoned R-X, Rural Executive. One single family detached dwelling is allowed per 10 acre parcel. Current Zoning R-X, Rural Executive Current Land Use Vacant Rural Residential 2040 Land Use Plan Urban Reserve Utility Staging Area Post 2040 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R-X Rural Residential Urban Reserve South R-X Rural Residential Permanent Rural East R-X I-35E 1-35E West R-X Amelia Lake Amelia Lake Density and Land Area Calculations Per the 2040 Comprehensive Plan, the subject site is guided Urban Reserve and the land is preserved for post-2040 development. Land use prior to 2040 is limited to agricultural related uses and single family residential limited to 1 unit per 10 acres. The proposed development of 1 unit per 10 acres is consistent with the comprehensive plan. Zoning Requirements The subject site is zoned R-X, Rural Executive. It is 40.85 gross acres as measured above the OHWL 908.1 EL. Four (4) lots are being created for the purpose of constructing one (1) single family home per lot. The site is also subject to requirements of the Shoreland Management Overlay District. Amelia Lake is classified as a Natural Environment Lake. EEL Shoreland and R-X Requirements Lots 1-4 Lake Amelia L Woods Min. Lot Size' 10 acres 10.07-10.55 acres Min. Contiguous Acres 2 acres 6.14-9.55 acres Min. Lot Width 330 ft 540-1,000 ft Min. Lot Depth NA NA Building Setback (feet) -From Collector Streets (CSAH 54) 40 ft 150-500 ft -From OHWL --Principal 150 ft 150 ft -Accessory, 150 ft 150 ft -Side Yard --Principal loft 20-200 ft --Accessory 5 ft 150 ft Impervious Surface 30% 5.2-5.9% 'Only land above the OHWL can be used to meet the lot size standards 2Lot width standards are met at both the OHWL setback line and the front building setback line 3One water -oriented accessory structure may be setback 75 feet from the OHWL and outside the wetland buffer 4Per Shoreland Management Overlay District The lots will have limited ability to construct accessory structures, decks or additions due to the required OHWL setback, topography and wetland buffers. This shall e is noted on the preliminary plat and shall be noted on the certificate of survey submitted with each building permit. In an R-X zoning district, a detached accessory structure is allowed at least 100 ft from the CSAH 54/201h Avenue road right-of-way. Building Requirements At the time of building permit, the single family homes will be reviewed for compliance regarding floor area, garage, design and construction standards and septic system design. Subdivision Ordinance Per City Code Section 1001.076(1), a subdivision which results in three or fewer unsewered residential parcels, tracts or lots from one or two existing parcels, tracts or lots, within unsewered residential areas of the city is a minor subdivision. A subdivision that results in more than three lots from one or two existing lots shall be platted. Four (4) unsewered residential parcels are proposed; therefore, a preliminary and final plat are required. Conformity with the Comprehensive Plan and Zoning Code The preliminary plat and final plat are consistent with the comprehensive plan for urban reserve development and zoning code requirements for R-X, Rural Executive as discussed above. Blocks and Lots The preliminary plat and final plat contain Lots 1-4, Block 1, Lake Amelia Woods. Ghost Plat al Per City Code Section 1007.042(2)(d), all subdivisions in areas without public sanitary sewer shall be designed such that the larger non-sewered lots can be resubdivided to provide smaller sewered lots when sewer becomes available in the future. Homes and accessory buildings shall be located on these lots so as to allow for future resubdivisions. This is also supported by City Code Section 1007.081(2)(d). The applicant submitted Sheet S4, Ghost Plat showing future resubdivisions of the 4 lots. Further subdivision of these lots will require public sanitary sewer and water. The ghost plat sha44 has been revised to reflect street right-of-way extending north to parcel PID #35-31-22-12-0001 and utility easements. The house on Lot 1 slel meets a 30ft setback from the ghost plat street right-of-way. It should also be noted the City's review and comments on the ghost plat do not grant any rights to develop the property as depicted on the ghost plat. Streets and Alleys All 4 lots are served by CSAH 54/201h Avenue which is an A -Minor Reliever. Street right-of-way 60 ft wide from centerline is required and provided on the preliminary plat. The A -Minor Reliever road has capacity for 4 additional lots. The private driveway for 6351 201h Avenue encroaches south onto the subject site approximately 24 ft. A 24 ft wide Private Tngr-ess/E r-ess Ease en Access Easement Agreement is proposed over the driveway. The applicant shall has prepared a separate easement and exhibit clearly showing the location of the easement. This easement agreement shall be recorded. Easements The following drainage & utility easements are shown on the preliminary plat and a-r-e final plat: oo CSAH 54/20th Avenue = 20 ft oo Side Lot Lines = 10 ft oo Amelia Lake = Delineated Wetland + 10 ft or oo Amelia Lake = Floodplain 100 yr. Elevation + 10 ft (whichever is greater) oo Wetlands = Delineated boundary + 10 ft oo Stormwater Facilities = HWL + 10 ft Storm Water Management and Erosion and Sediment Control Per City Code Section 1011.011, a stormwater management plan is required for all proposed land development activity if the site is within the 100-year floodplain or within 1,000 feet of a public water. Lake Amelia Woods is within the floodplain and shoreland district. 5 Per the Storm Water Management Plan prepared by Civil Methods, Inc. dated June 18, 2020, the project is expected to disturb approximately 5 acres and add 2.22 acres of new impervious area to the site. Runoff from the site enters Lake Amelia at 4 general locations. Drainage patterns will be maintained from existing to proposed conditions. No other properties will be impacted by runoff from the project. Drainage from the proposed impervious area will be conveyed to stormwater treatment basins and ultimately to Lake Amelia as it does under existing conditions. oo Water Quality Treatment Volume The City requires treatment of runoff based on 1.1" over the new impervious surface. Six (6) biofiltration basins with native vegetation are proposed for water quality treatment. Infiltration is not feasible due to presence of clay and the site is within the Drinking Water Supply Management Area (DWSMA). oo Runoff Rate Control The City requires no increase in peak flow rates for the 2, 10 and 100 yr. frequency events. With the proposed basins, runoff rates are held or reduced for the overall project. oo Water Quality Control Water quality control is being provided through a series of biofiltration basins (raingardens). A minimum 75 foot wide vegetated wetland buffer along Wetland A (lake) equivalent to the shore impact zone area is provided as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. This is supported by City Code Section 1102.07(1)(c)3c. The City Engineer commented that more information is was needed to determine low floor separation, basins shall be on the same lot as they are treating, and filtration basins are not allowed in the Drinking Water Supply Management Area. These items have been resolved. Per City Code Section I IO2.07(2)(a), structures and facilities must be located to meet all setbacks. Stormwater facilities are not allowed within the 150ft OHWL setback, 40 ft CSAH 54 setback or 10 ft side yard building setbacks. The basin on Lot 1 shall be is outside the 40 ft setback along CSAH 54. Utilities Sanitary Sewer Public sanitary sewer is not available to the site. Private septic systems will be required for each parcel. The plans show a primary and alternate site location per lot and Con corresponding soil boring data was provided. Standard mound systems are proposed for Lot 1 and Lot 2. Type 3 septic systems are proposed for Lot 3 and Lot 4. Per City Code Section 1102.12(2) of the Shoreland Management Overlay district, lots that would require use of holding tanks shall not be approved. Private septic systems cannot be located with the 150 ft shoreland setback. These requirements are met. Watermain Public watermain is not available to the site. Private wells will be required for each parcel. Well locations are shown on the preliminary plat and placed in relationship to the individual sewage disposal facilities on the same and adjoining lots. The applicant has demonstrated that each lot can accommodate a private well. Public Land Dedication Per the City's 2040 Comprehensive Plan and Anoka County Chain of Lakes -Otter Lake Regional Trail Master Plan, a regional trail is proposed on the east side of Amelia Lake. The proposed trail extends from CSAH 14 (Main Street) through the City's future recreational facility on Birch Street then south along 201h Avenue. A separate trail easement 20 ft wide along CSAH 54 and 44 ft wide along the south lot line of 6351 20th Avenue shall be recorded. The 44 ft wide easement covers both the 24 ft private driveway easement and 20 ft trail easement. The applicant shall has prepared a separate Permanent Trail and Sidewalk Easement document and exhibit clearly showing the trail easement location. This easement shall be recorded. The City will require cash in lieu of land dedication for each new lot. Park Dedication Fees Total # of Lots = 4 x 2021 Park Dedication Fee $3,160 = Total Due $12,640 Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. Tree preservation is especially important within the Shoreland Management Overlay District to prevent erosion, preserve shoreland aesthetics and protect wildlife habitat. Per the Tree List Inventory, there are 793 trees on the subject site. Per revised Sheet TR1-Tree Preservation Plan and Sheet TR2- Tree Mitigation Plan dated December 8, 2021, 2-3-5 187 trees will be saved, 5-36 605 will be removed in the basie „s non- 7 environmentally sensitive areas, and 22 1 will be removed in the natural resource protected area. These 22 t feesg . 41- be, ,,,:*_ god - * at a rate f one tree provided f they should not. The revised Tree Preservation Plan indicates 123 mitigation trees will be required. Because some of these trees are near grading limits for structures (7 trees with 17 trees required), and 2 are Green ash (with 2 trees required), there will only be 104 miti atgion trees required. The 104 mitigation trees need to be shown on the Tree Mitigation Plan with planting locations, or if the mitigation fee option is chosen, that should be noted on the plan as well. The Tree Preservation and Mitigation Plan shall be revised accordingly_ prior to City Council approval. Landscaping Canopy cover, foundation landscaping, open space landscaping and buffer and screens are not required for the 4 lot subdivision. Boulevard Trees Boulevard trees are required at the rate of 1 tree per lot frontage for singly family lots. Lots 1-4 contain existing trees along CSAH 54/20t' Avenue that serve as boulevard trees. No additional boulevard trees are required. Sod and Ground Cover All disturbed areas shall have appropriate ground cover in accordance with Section 1007.043(17)(h). Environmental Review Record An Environmental Assessment Worksheet is not mandated. The four (4) unattached residential units are under the 250 unattached unit threshold required for a mandatory EAW. Great River Energy & UPA Easements The preliminary plat plan set shows a 70 ft wide Great River Energy Easement over an existing overhead transmission line that runs north -south through the development. The plan set notes "Proposed Great River Energy Easement"; however, the easement exists and is recorded. All plan sheets have been revised to remove the word "proposed" and include the recording document number. The preliminary plat plan set also shows a 66 ft wide UPA Easement along CSAH 54. It does not appear this easement is over an existing utility line. If the easement is not required, it should be vacated. The owner- is eoFwspeadiag with the „tilit , , N. vaeate-the easemen Great River Energy/UPA has provided a Partial Release of Easement. This document shall be recorded. Wetlands A Wetland Delineation Report was completed by Midwest Natural Resources, Inc. on October 12, 2016. A WCA Notice of Decision (NOD) approving the wetland delineation was issued by VLAWMO on November 14, 2016. Although the NOD states the delineation is good for 3 years, staff received confirmation from VLAWMO that the NOD is actually good for 5 years. Five (5) wetlands were delineated on site. Buffer Minimum Base Buffer Wetland Acres Management Buffer Class Width Width A Wetland fringe NA 75ft' NA of Amelia Lake B 0.19 Manage 2 30ft 24ft C 0.67 Manage 2 30ft 24ft D 1.93 Preserve 75ft 67ft E 1.23 Manage 2 30ft 24ft lA MnRAM Buffer Management Classification was not provided for Wetland A due to its proximity to the lake OHWL. The City will require a 75ft wide wetland buffer equivalent to the shore impact zone as a stormwater BMP. Wetland buffer widths in accordance with VLAWO's Buffer Management Class are provided on the preliminary plat and have been approved by VLAWMO. A 75 foot wide vegetated wetland buffer equivalent to the shore impact zone area is provided along Wetland A (lake) as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. The buffer extends 75 ft from the delineated wetland boundary. A wetland buffer declaration shall be recorded. The wetland buffer shall be indicated by permanent, free-standing markers. The wetland buffer widths have been adjusted according to VLAWMO policy. The driveway on Lot 2 no longer impacts the wetland buffers; therefore, a variance is not needed. A drainage and utility easement 10 feet above the delineated wetland is provided. All plan sheets have been revised to show the correct wetland buffer and drainage & utility easements. Rare, Unique or Significant Resources I Water willow (Decodon verticillatus), a MN DNR listed species of Special Concern, has been identified on site per the wetland delineation report. It occurs on undisturbed lakeshores. Conservation of this species depends on avoiding physical alterations of shoreline and preserving native plant buffers. Minimal impacts to the resource along the lake shore are allowed for a 20 ft wide access to the lake. Wetland D is classified as a preserve due to high value amphibian habitat and vegetative diversity. These areas will be protected by a wetland buffer adjacent to the wetlands and shoreline. Floodplain The 2015 DFIRM indicates Zone AE floodplain along the lake. The FEMA base flood elevation (BFE) is 910.2 EL. No floodplain impacts are proposed with this development. Shoreland Management Overlay The general purpose and intent of the Shoreland Management Overlay ordinance is to protect public waters. Per the ordinance Policy statement, the uncontrolled use of shorelands of the city affects the public health, safety and general welfare not only by contributing to pollution of public waters, but also by impairing the local tax base. Therefore, it is in the best interests of the public health, safety and welfare to provide for the wise subdivision, use and development of shorelands of public waters. As discussed, the site is located in a Shoreland Management Overlay district of Amelia Lake. This lake is a classified as a Natural Environment Lake and has a 908.1 OHWL elevation. The required OHWL setback is 150 ft for unsewered lots. The proposed houses and private septic system setbacks are compliant. Per City Code Section 1102.07(2)(a), structures and facilities must be located to meet all setbacks. Stormwater facilities are not allowed within the 150 ft OHWL setback, 40 ft CSAH 54 setback or 10 ft side yard building setbacks. The plans shall have been revised for Lot 1. Except for allowed water -orientated accessory structures, accessory structures and facilities shall meet the required principal structure setback and shall be centralized (City Code Section 1102.07(1)(c)6). Per City Code Section 1102.87(1)(c)4 of the Shoreland Management Overlay ordinance, impervious surface coverage on each lot must not exceed 30%. Per the Preliminary Plat, each lot is under 5.9% impervious and meet the allowed impervious surface coverage requirements. A native vegetated wetland buffer will be required as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. 10 Wetland/Shoreline Buffer Zone Amelia Lake is one of the few unimpaired lakes in the city and efforts to protect and improve the natural resource should be implemented with any development. A 75 ft wide vegetated wetland/shoreline buffer along Wetland A (lake) is provided as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. The buffer will also help stabilize the shoreline, reduce erosion and support aquatic plants and wildlife. One (1) access opening through the wetland buffer to the lake no greater than twenty (20) ft wide is allowed per lot. No structures, not even water -orientated accessory structures, are allowed in the 75 ft wide wetland/shoreline buffer zone. Shore Impact Zone By definition, the shore impact zone is the land between the OHWL and a line parallel to it at a setback of 50% of the structure. Since the required structure setback is 150 ft, the shore impact zone is 75 ft from the OHWL. No structures, not even water -orientated accessory structures, are allowed in the 75 ft wide wetland/shoreline buffer zone. Comprehensive Plan The preliminary and final plat are consistent with the Comprehensive Plan is regards to resource management system, land use plan, housing plan, transportation plan and sanitary sewer and water supply plan. Environmental Board Comments The Environmental Board reviewed the proposed preliminary plat on August 25, 2021. Their recommendations a-r-e were noted in the October 1, 2021 memo from the Environmental Coordinator. se ,.e,--, a flts have been addr-esse Outstanding comments are noted on the attached January 5.2022 Environmental Coordinator memo. These items shall be addressed prior to Council approval. One specific comment was to prohibit motorized boats on Amelia Lake. This requires adopting water surface restrictions with property owner input, a public hearing, City ordinance and MNDNR approval. At the September 8, 2021 Planning & Zoning Board meeting, the Board did not support regulating motorized boat activity on the lake without input from all the lake property owners. The Board suggested the property owners could pursue this avenue on their own if they desired. One resident, Steve Gallop-6102 Centerville Road, spoke in favor of the restriction. The City Council did not require any restrictions either. Anoka County Highway Department 11 Per the County's October 7, 2021 letter, they have reviewed the preliminary plat and have no further comments. MNDNR Comments MNDNR provided email comments on October 6, 2021. They request the OHWL elevation (NAVD 88) shown on the preliminary plat be revised to reflect the DNR's official complete value which is 908.36. This revision has been made. VLAWMO Comments VLAWMO provided advisory comments on August 31, 2021 and September 27, 2021. Overall, the development's stormwater plan meets rate control, runoff volume and water quality requirements. Wetland boundaries, management classifications and buffer widths have also been reviewed and approved. Development Agreement A Development Agreement will be drafted by the City and shall be executed. Title Commitment The City Attorney provides the following comments regarding the title commitment and final plat. 1. The effective date shall be updated. 2. Item 15(a) in Schedule B-Part II indicates a gap exists between the road right-of- way and the property line. 3. These items shall be resolved prior to Council approval. Stormwater Maintenance Agreement The stormwater ponds will be privately maintained and a Stormwater Maintenance Declaration will be required with the final plat and shall be recorded by the applicant. Findings of Fact -Final Plat The Planning and Zoning Board shall consider the final plat and the Community Development Department shall forward the Planning and Zoning Board recommendations to the City Council. The following requirements shall be met before consideration of the final plat by the Planning and Zoning Board: 1. The final plat shall substantially conform to the approved preliminary plat and phasing plan. The final plat substantially conforms with the revised preliminary plat. 12 2. For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots; and Not applicable. The final plat is for a 4 lot residential subdivision that is being constructed in one (]) phase. 3. Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. The conditions of the preliminary plat have been substantially fulfilled. Outstanding conditions listed below need to be addressed prior to release of the final plat mylars. Securities will be required with a Development Agreement. RECOMMENDATION Staff recommends approval of the Lake Amelia Woods final plat with the following conditions: 1. The lots will have limited ability to construct accessory structures, decks and additions due to OHWL setbacks, floodplain, wetland buffers and topography. 2. The Access Easement Agreement with exhibit related to the private driveway for 6351 201h Avenue shall be recorded. 3. The Permanent Trail and Sidewalk Easement with exhibit shall be recorded. 4. The Partial Release of Easement granted by Great River Energy (GRE) as it relates to the UPA Easement Doc. No. 413293 shall be recorded. 5. A Declaration for Maintenance of Stormwater Facilities shall be recorded. a. Stormwater basins are required to minimize stormwater and pollutants from entering public waters. 6. A Wetland Buffer Declaration shall be recorded against each lot. Vegetated wetland buffers shall be managed and maintained in accordance with the declaration. 7. A minimum 75 foot wide vegetated wetland buffer along Wetland A (lake) equivalent to the shore impact zone area shall be required as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. a. One (1) access opening to the lake no greater than 20 feet wide is allowed on each lot. b. Minimal impacts to the water willow, an identified rare, unique and significant resource along the lake shore, are allowed for the 20ft wide access. c. No structures are allowed in the wetland buffer such as water -orientated accessory structures, boat houses, paver patios, sheds, etc. 8. All driveways shall be hard surfaced within the street right-of-way of CSAH 54/20th Avenue. 13 9. A licensed septic designer shall locate a primary and alternate site for private septic systems on each lot with consideration of wetland buffers, soil types and limitations, topography and shoreland district. This information shall be provided with each single family home building permit application. 10. No structures, stormwater facilities and private septic systems shall be located within the 150ft OHWL setback, 40ft CSAH 54 setback or loft side yard building setbacks. a. One (1) water -oriented accessory structure may be setback 75 feet from the OHWL and outside the wetland buffer. 11. No structures and septic systems shall be located in the wetland buffers. 12. The City's review and comments on the ghost plat do not grant any rights to develop the property as depicted on the ghost plat. The following items shall be addressed prior to Council approval: 1. All comments from WSB City Engineer memo dated January 5, 2022. 2. All comments from Environmental Coordinator memo dated January 5, 2022. 3. The applicant shall draft the Declaration for Maintenance of Stormwater Facilities with exhibits. 4. The Access Easement Agreement exhibits shall be included in the document. 5. Title Commitment: a. The effective date shall be updated. b. Item 15(a) in Schedule B-Part II indicates a gap exists between the road right-of-way and the property line. Recorded copies of the following documents are required prior to issuance of any building permits: 1. Final Plat 2. Development Agreement 3. Declaration for Maintenance of Stormwater Facilities 4. Access Easement Agreement 5. Permanent Trail and Sidewalk Easement 6. Partial Release of Easement 7. Wetland Buffer Declaration ATTACHMENTS 1. WSB City Engineer Memo dated January 5, 2022 2. Environmental Coordinator Memo dated January 5, 2022 3. Revised Preliminary Plat and Plan Set 4. Revised Sheet C05-Site Grading Overall 5. Final Plat 14 2 0 0 U' z w 00 U) 00 a N cD 0 L0 L0 z J Q a z a U) 0 0 N W H Z) W W af F- M W 00 wsb �� Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, EIT, WSB Diane Hankee, City Engineer, City of Lino Lakes Date: January 5, 2022 Re: Lake Amelia Woods Final Plat Review WSB Project Number — 018781-000 WSB has reviewed the preliminary plat for the Lake Amelia Woods development in Lino Lakes, MN, prepared by Acre Land Surveying and Civil Methods, Inc., originally received on September 22, 2021. These comments are based on the preliminary plat documents and the following final plan sets and plat documents: • Lake Amelia Woods Preliminary Plat plan set prepared by Acre Land Surveying, dated December 8, 2021, received December 13, 2021 • Lake Amelia Woods Preliminary Plat plan set prepared by Acre Land Surveying, , received December 13, 2021 • Preliminary Plans for the Lake Amelia Woods prepared by Civil Methods, Inc., dated December 3, 2021, received December 13, 2021 • Lake Amelia Woods Stormwater Management Plan prepared by Civil Methods, Inc., dated June 18, 2020, received August 9, 2021 • Report of Geotechnical Explorations for Lake Amelia Patricia's Woods Senior Housing Development prepared by Independent Testing Technologies, Inc., dated October 12, 2016, received August 9, 2021. Applicant to respond to these comments in writing. Any changes to the plans that are not associated with these comments shall be identified by either a summary in the response or in the plans with a revision cloud or note. Civil Methods, Inc. responses to the September 1, 2021, memo shown in blue. WSB 10/6/2021 responses and comments are shown in red. Civil Methods, Inc. responses to the October 6, 2021, memo shown in green. WSB 1/5/2022 responses and comments are shown in Engineering • General The Lake Amelia Woods preliminary plat proposes to create four 10-acre parcels for single family homes along 201" Avenue (CSAH 54) in place of two existing parcels: 6149 201" Ave and the parcel immediately to the north (PID 35-31-22-13-0004). All of the proposed parcels will be accessed from 20th Avenue (CSAH 54) and abut Amelia Lake. The lots are within the Shoreland Overlay District of Amelia Lake. The existing lots have a total area of 1,779,327 square feet (40.85 acres). Ms. Katie Larsen 1 /5/2022 Page 2 Each of the new lots is proposed to be over 10 acres in area and include the building pads for future homes. Comments: 1 Plans shall reference the c en+ VGFSOeR of the City Standard SpeeGmf aatiferns found on the Gity website and all details shall be updated to Gity Standard as applicable. Reference to the City Standard Qpecifica+inns has been added, and the Got Standard Details have been inGl de.t Please update GFEN_1 2 anrd GCAI_22 +e the most recent version (found On Appenrliv G of the Standard Specifica+inns) The indicated details have been updated to the most r ent versions the Cher �#ere shall + be an�i f 'litie +n 1c+inn 2. G��rrc-vrrvr cr.. vrn-rrrn^vrrs"�^. .7��.zr'cv'nmc.�Ai=-w*r�Z.vnvi� �-ithon +he 150' sherelan.t im act gene 7vi act zone. The same treatment volume and configuration has been maintained to . . 3leRt hydreleg*G function. The conceptual house footprints and droves are also Incaterd euaside of the 150' shereland impact 3. Applicant shall provide a permit or written authorization from Great River Energy and UPA to work within their easements. Permission will be obtained as needed from Great River Energy and UPA prior to completion of final construction plans. Prior to approving the final plat, the City of Lino Lakes will require written authorization from Great River Energy and UPA. See document for release of easement. City Attorney is reviewing document. 4. Ordrditinpal nentech data r rerd: a. Tide "c-cspplicant is PF6P9SiRg-�hommmc eld- burr nit areas. Iluildin pad Notes will he added +o final c nstrUc+inn plans indicating the r en+ fer cerrectn/e measures res Itmnn from +he in estina+inn bm Dercela+inn tests shall beprovided fer filtra+inn basins The filtra+inn basins ape planned- +n he c ns+n IGN-9d ;.Vi+h s cifierd n ylar borrow material with prediGtable n nla+inn rates'+e ensure proper f unction They will also in'nlu de u nrderrdrains to ensure proper drawdown • Grading & Stormwater Management The Lake Amelia Woods Plat will require site grading for the proposed house pads, the proposed driveways, storm water facilities, and other site grading. Elevations for the proposed house pads were provided on the grading plan for each property. The minimum elevations for the house pads are dependent on the groundwater elevation, the ordinary high water level (OWHL) of the Amelia Lake, and the design of the stormwater facilities. Lake Amelia Woods Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 3 The existing parcels are within the Amelia Resource Management Unit. The applicant is proposing approximately 2.22 acres of new impervious surface for the proposed driveways and proposed house pads at this time. The proposed project is within the Vadnais Lake Area Water Management Organization (VLAWMO). Stormwater BMPs are needed to meet City stormwater and shoreland requirements. The applicant is proposing to meet City stormwater requirements by constructing several stormwater basins and infiltration basins. The design of the ponds shall meet the requirements of Table 6 of the City's Stormwater Management ordinance. Comments: Lake Amelia Woods Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 4 ■_ URN ' ON I ON • Water Supply The existing properties are identified as part of the Stage 3 Planned Service Area in the 2040 Comprehensive Plan. There is not currently any existing water main along 20tn Avenue (CSAH 54) in this area. The 2040 Comprehensive Plan does identify a future 8" watermain loop in this area. The proposed homes will need to install wells. Comments: 1. Proposed well locations shall be shown on the preliminary plans. Applicant to provide dimensions from proposed well locations to proposed building pads and to proposed septic systems (primary and secondary). Well locations have been updated and shown on the Preliminary Plat. Applicant to also put proposed well locations on the grading plans. Well locations have been added to the grading plan sheets. Well locations will be further reviewed with building permit applications. Well locations should not be within proposed driveways. Well location on Lot 3 conflicts with the drain tile. The properties with private wells within the high vulnerability zone of the DWSMA will be required to connect to municipal water, if municipal water becomes available in the future (per City Code). • Sanitary Sewer The existing properties are identified as part of the Stage 3 post 2040 Planned Service Area in the 2040 Comprehensive Plan and are located in the 4C sub -district. There is not Lake Amelia Woods Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 5 currently any existing sanitary sewer along 201h Avenue (CSAH 54) in this area. The proposed homes will be served by private septic systems. Transportation The site is located between Amelia Lake and 20th Avenue (CSAH 54). All proposed properties will have access off of 20th Avenue (CSAH 54), an Anoka County state aid highway and an A -Minor Arterial Reliever. A right-of-way width 120-ft is required for minor arterial streets. The existing right-of-way along 20th Avenue (CSAH 54) varies from 55 feet to 70 feet west of centerline. For a portion of the plat, 20th Avenue (CSAH 54) is within the larger Interstate 35E right-of-way. 20th Avenue (CSAH 54) has capacity to handle the additional traffic from the new lots. Anoka County Parks Regional Trail and the City of Lino Lakes Comprehensive plan identify a future reginal trail along the west side of 20th Avenue (CSAH 54). Comments: 1. AR additie.,ol 5 foot of right of way adja Ge.,t to ' nth there is loos the., 6_0 foot vVill her real fer f- Ifi Ire rej t9tal right _of_way width .. f (S-.A.. 154 ^eRteFliRe) 60FTfrom centerline of CSAH tin to proposed ROW • Wetlands and Mitigation Plan There are multiple existing wetlands within the Lake Amelia Woods project area. The plans note that the wetland information was provided by Midwest Natural Resources, Inc. and that field work was done between June and October of 2016 The applicant is not proposing any permanent impacts to wetlands with this project. Comments: A .. U.1 M .1 MAI 1 .. ,,. . _motor INW Ilan _. MaN. _ ,. ..1ramVITMINSIEN Lake Amelia Woods Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 6 . I/Vt H ■ , *O • Landscaping Restoration and rain garden/basin plant listing is reviewed by the City's Environmental Coordinator. • Floodplain There is existing floodplain on Lake Amelia Woods along Amelia Lake. It is identified as Zone AE with a base flood elevation of 910.2. The applicant is not proposing any grading or building within the floodplain. Comments: . .1r.T=z am Oar - Drainage and Utility Easements The applicant is proposing 10-ft wide drainage and utility easements along the 20th Avenue (CSAH 54) right-of-way. The applicant is proposing 5-ft wide drainage and utility easements on adjacent property lines between lots. Per City Code, the City requires 10-ft wide drainage and utility easements along lot lines and allows these easements to be centered on common rear and side lot lines. Comments: Applicant shall provide the following Drainage and Utility (D&U) Easements: A. 22W_f+,.,i.Jo D&J 1 e ept ale„n 2WtwAvenue (CSA..1 54) heY„„d the Fight of way will her red fnr future water system Inn„inn �All Sid-p- .1d,+�eG Feq lire 1 W_ft D&I I e e„+s + n„-m�ar! Lake shall he aln„n the deli„eatewe+land i ease�ef�zs--a �� 1 Oft or fleedplai„ 100 yr eleyatie„ i 10 ft (whichever is eater) d All wetla„ds requireI a D& easement 10 ft from the delineated ho undar!i u Applicant to update the north D& I boundary for the southernmost. ).ie#lond on Lot it It does not appear to extend all the way to the right _of_way and/or the D& I easements adjacent to the right _of_way. e All stormwater facilities require a D& I easement 1 W_ft from the HW Easements have been updated and shown a ndica#ed Lake Amelia Woods Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 7 • Development Agreement A Development Agreement will be required with the final plat. • Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The stormwater ponds will be privately maintained and a Stormwater Maintenance Declaration will be required with the final plat. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Grading 3. Minnesota Pollution Control Agency — SSTS Septic Tank Installation Record/ Submission Form (for each lot) 4. Minnesota Department of Health - Well Notification and Fee (for each lot) 5. Anoka County Right of Way Permit and 4 Access Permits (1 access permit per lot) If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Lake Amelia Woods Final Plat Engineering Review CITY OF LINO KES To: Katie Larsen From: Andy Nelson Date: January 5th, 2022 Environmental Memo Re: Environmental Board Comments/August 25th, 2021/ Lake Amelia Woods The Environmental Board, at their August 25th meeting, had the following recommendations for Lake Amelia Woods: Env. Comments in blue, dated 10/01 /21, pertain to 9/22/21 Plan Set and 9/24/21 Response Letter. Applicant's technical memorandum dated 12/10/21. Env. Comments 1/05/22 in black. A survey for rare, unique, and significant resources should be performed. This survey should include a data request to the MN DNR for Natural Heritage Information System data; preparation of a master list of species found on site; and information on presence and/or extent of any MN DNR listed threatened, endangered, or special concern species. If any of the aforementioned species are identified on the site, their locations should be mapped as this may impact future work on the lots (lake access locations, for example). This is underway and results will be available as needed prior to construction. The status of the study has been discussed with City staff. The master species list and mapped locations of water willow have been received. We are waiting for the NHIS data request response and acknowledge that there is a backlog with these requests at the DNR. 0 Page 1 MR 0 removed. Ok. 4. Green ash (Fraxinus pennsylvanica) and Siberian elm (Ulmus pumila) appear on the list of trees intended to be saved. These trees should be removed if they are in the vicinity of other planned removals. Mitigation trees for removals of these species will not be required. Green ash and Siberian elm are called out as to be removed in areas where adjacent tree removal is taking place. No mitigation was calculated for these two species. 2 Green ash (trees 539 and 556) are still noted as requiring mitigation. These trees will not require mitigation trees. .MR 6. Stormwater basins are not part of Basic Use Areas. Trees that are planned to be removed in these areas must be mitigated for at applicable rates. 0 Page 2 All trees within the stormwater basins that are scheduled to be removed have now been mitigated for at applicable rates. The revised Tree Preservation Plan indicates 123 mitigation trees will be required. Because some of these trees are near grading limits for structures (7 trees with 17 trees required), and 2 are Green ash (with 2 trees required), there will only be 104 mitigation trees required. The 104 mitigation trees need to be shown on the Tree Mitigation Plan with planting locations, or if the mitigation fee option is chosen, that should be noted on the plan as well. • Page 3 PRELIMINARY PLATOFE0 "LAKE AMELIA WOODS " FOR: TJB HOMES, INC. VICINITY MAP 1F,L Uf! .� E BIRCU. ST EIRCH Sr qR,. �R 7 �y84 i m ,� L flHol H1I LID" 4. J4 RE11,U V- OTTER Lq} '%2 LSD W ` FDR - 'ti 12 VIR 1T � 1�G� F Q � v 0 6C CCow,(,,R�AD.J LINO LAKES, MN NO SCALE APPLICANT TJB HOMES, INC. 9100 BALTIMORE STREET NE BLAINE, MN 55449 (763) 286-6868 THOMAS J. BUDZYNSKI, DEVELOPER SURVEYOR / LAND PLANNER ACRE LAND SURVEYING, INC. 9140 BALTIMORE STREET NE SUITE 100 BLAINE, MN 55449 (763) 238-6278 JOSHUA P. SCHNEIDER, PLS CIVIL ENGINEER CIVIL METHODS, INC. 1551 LIVINGSTON AVENUE, SUITE 104 WEST ST. PAUL, MN 55118 (763) 210-5713 KENT BRANDER, P.E. FOREST ECOLOGIST MIDWEST NATURAL RESOURCES, INC. 1032 WEST SEVENTH ST. #150 ST. PAUL, MN 55102 (651) 788-0641 KEN ARNDT, SR. FOREST ECOLOGIST, CWD OWNER JOHN COMMERS 9100 BALTIMORE STREET NE BLAINE, MN 55449 (763) 286-6868 0 I \ \1 w- ° \\ o c 0 D \ Ld m �-o < \ z C _ O Q �� r i� i� n e i� /n r 1 rI f X CO _ z L/ L _ \/ \/ \/ / / \ L / L/ a ° L 4 T L N ' ° - 0 (n U z Tm O 0 0 Ar00 z -p (n - \ ) a ' W / 0 z -O L11�_ 0� c O� 0 0 C ro 7 O O ° 0 Qt\, 5CJ Qj J a> 950.4 9Q' 12A / r1.81 N89°22'59"W m Q J `n m GF 89�22'59"FQt°S�443± NORTH LINE GOV'T LOT18 9.79_ X \� I/9510 949.74�3 . - o secTTrail Esmt: �c� N89'22'59WN89'22'59"W ±425'/ �RIItilit e111_ X >� x�I N SB SB / -'�S$9' �- . - . - . 3$ J rA gg 1O. o '�p�FENCE LINE 21. FFT S0. OF LINE 'j 01C^EDGE 24.0 SO. of LSBm oaS6-1NORTH CD � A SB 5 2p2 w S65 6 I� S� / GRAPHIC SCALE 9� z SB 0 100 \\ ' 203 SB ® S13 5� m cSO. NO 9115.5 > / ^/ \ LOT 1 eg m o ti� SB �O ( IN FEET) ; \ y oGo0 L,aL, �e / 1 inch = 100ft. \ oIn � � set-�o � Q �� BLOCK BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME 0 SB GPS MEASUREMENTS UTILITIZING MINNESOTA $ \ % < W SIB DEPARTMENT OF TRANSPORTATION VRS NETWORK). o \ �� 911.8 943.8 � O DRAINAGE AND UTILITY EASEMENTS SHOWN THUS: SB-3 � oN I m we a l 3 y(0 cn wets / - � SBS 9 SB/ O 41 o� o � SB-10? 3 0 ° SB-1 yet ° 718'� L-S89'55'55"W- - - - J CV18RC / CR-d ,Uo ,p � J �j J " 'e" Stt Zoe L I I 0� 928.8 �� / �/ /C CV -BURIED. ? ? Q jJ ° °° / A 0 10-1 -1I 10 /0001(O^o �Q `� "a' s k g . - . -1. - . - . J - . - .1- . - . - /� C;� S, 8.9 / 9 05 `\ \ra0e g �oqy �e I � I � wet�ra >>a� � g � NO SCALE v, ae ",-m AL / P ° / N i o BEING 10 FEET WIDE ABUTTING SIDE PROPERTY LINES �� P a �+- ;°M / / S 2 I °� wB AND RIGHTS -OF -WAY, UNLESS OTHERWISE INDICATED, y�' a g25 I z AS SHOWN ON THE PLAT. O� p4Q �J *° Z°6 I / /_j (n Z o F IZ 9 M. � m OE a OE O 0 o 9 �- C A i 0G 914.E _ C� OQ �� 'P IIL _*e` LOT 2 0)* �N / Drainage & Utility Easement=_ I /,� SB AL /'/ AIL 8M SB814 9 /'/' ° I AIL AIL AIL I \\ o 6 / � wet / JK• I / 920 3 / 9M SB-15/Sg J°M °M��R ^ \-- /' �\�' �I `b� - - of 1an9ent / oof o / S89'4910 W T� I h 8.0 _- N e 1 - - - - - 30 / ±976 �� V18RCP / A L / SB-16 / \ 923.1 •k e N 06 M / r ZONING 2625.37 / --- N89'2T46"W tip --�, / _ � o I n �- - m A P 2621.91 _ _ .0 N89 27 46 W EXISTING ZONING: RX (Rural Executive) /4 cS89*7'46!iH 22 --E-WI/4 Line Derived from Milner/Carley Surveys O o ast Iron Monument) / B / /' / PROPOSED ZONING: RX (Rural Executive) $g n LO zo SITE DATA J / ro' / ,� ,N ^� l TOTAL SITE AREA f40.85 acres o�Nz (f1,779,326 sf) LOT 3 / ' ° / ) / �� / / ��/ LOT DATA / REAR YARD s6 BLOCK 1 ' ��_/ � SETBACK = 30 927.8 SB-22AC vN 00 N amp 000 f+ SB 917.3 / 64 E ,S)43j4•72JSOINGLE AR EA FAMILY 10 ACRES z z Zz z - N�5� $B 3722"E / �o� / W 1-4 929.7 d o o N SB-2 � SIDE YARD SETBACK Od f o rn rnm se-23 R PRINCIPAL BUILDING - FT. CO� 91e.s SB P O 10 I it 0)`� Z.i�. rn SB-24 a H OPOsf / �,� . OV D s ACCESSORY BUILDING 5 FT. MINIMUM LOT WIDTH: LLI w w SB 330 FT. w w 30 Q o 3 A P FRONT YARD SETBACK -FT. (LOCAL STREET) o o s �/�c0 a 2 o� / / / / / - FRONT YARD SETBACK 40 FT. (ARTERIAL STREET) 3 m m ^ STREET .o. t0 9�3 S Q�Sb; a /i /�'% LEGEND z �� 917.2 LAND USAGE N i SB- I / /' 0 DENOTES PROPOSED WELL URBAN RESERVE DENOTES IRON MONUMENT FOUND o DENOTES IRON MONUMENT SET DENOTES UTILITY POLE \ � J // / / II AREA CALCULATIONS DENOTES EXISTING CONTOUR Lot 1 = ±438,525 sq. ft. (±10.07 acres) GWDENOTES GUY WIRE wet�_wet� �e�V� -� LOT 4 o / / Impervious (±76 sq ft.sf) _ ±5.9% ohw DENOTES OVERHEAD WIRE �r Lot 2 438,876 sq. ft. (f10.08 acres) %00 QP1f /� p ( ) SB DENOTES SETBACK Impervious ±24,347 sf - ±5.5% WB DENOTES PROPOSED WETLAND BUFFER Lot 3 = ±442,356 sq. ft. (f10.16 acres) ,o° / wet DENOTES WETLAND y Impervious (±23,080 sf) = ±5.2% WB �S �ti ,� Lot 4 = ±459,570 sq. ft. (f10.55 acres) looyr DENOTES 100 YR FLOOD ELEVATION 'gg, / ' Impervious (±25,096 sf) _ ±5.5% X�� DENOTES TREE TAG ANDD V xD01 %o /.// �� DENOTES GRAVEL 4�� / DENOTES BITUMINOUS o , 58 x� �� / BENCHMARK MC = DENOTES MEASUREMENT FROM MILNER CARLEY g we -� �g \ %/'� �'�/, �/ ti / BASIS FOR ELEVATION: NAVD 88 (d) =DENOTES DEED OR RECORD MEASUREMENT � � I let � / � ��/ � , 1. Anoka County Benchmark No. 3005- With an Elevation of 930.19 m = -wet�� 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 DENOTES FIELD MEASUREMENT 3 II 40 / BENCHMARKS ARE NOT SHOWN ON SURVEY g 0 , 3\oF �P� / ►/ v /� EXISTING PROPERTY DESCRIPTION That part of Government Lot 8, Section 35, Township 31, Range 22, lying Westerly of the Westerly Right -of -Way line of County Road No. 54, except the North 14.70 feet of said Government Lot lying Easterly of the Southerly extension of the West line of $ ,��o• �, o Q/ / the Northeast Quarter of the Northeast Quarter of Section 35. �\ / p� AND \ That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, NOTES. \ , Minnesota, lying Westerly of the following described line: N89311W Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of - Field work done June thru October of 2016. the Southwest corner of the Southeast Quarter of said Section 35' thence North at - 1100yr� / 8M SOUTH LINE GOV'T LOT 7-- 8970 ,'-_ Meas=S89°20'13"E Deed=N89.52'21 "E n o w ok = o I rn j\ / i� O I / N N z �o 0 _ S1/4 Car. Sec. 35-31-22 / " (Derived from MN -DOT Plans & Milner Carley S89'12 41 E / field notes which shows on IP in -place o comer) 2611.13 NO MON. FOUND SW Cor. Sec. 35 V4_(Cast Iron Mon.) S89'12'41 "E 327.94 -' p - Wetland Information provided from Midwest Natural GWc� / right angles to the South line of said Section 35 for a distance of 1,328.0 feet to Resources, Inc. No field locates have been completed as the Southerly line of said Government Lot 7; thence North 89 degrees, 52 minutes, part of this survey. / 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point - The proposed lots will have limited ability to construct of beginning of line to be described; thence North 27 degrees 00 minutes 57 seconds East, 523.59 feet; thence North 32 degrees 12 minutes 18 seconds East, accessory structures, decks and additions due to OHWL 229.41 feet; thence North 33 degrees 22 minutes 24 seconds East 803.9 feet to the setbacks, floodplain, wetland buffers and topography. Northerly line of said Government Lot 7 and there terminating. I hereby certify that this plan, sketch or report was prepared by / me or under my direct supervision and that I am a duly Licensed JOB iIrJ�%4 / Land Surveyor under the lows of the State of Minnesota. Revised: 12-8-21 city comments Revised: 9-22-21 (city comments Revised: 9-2-21 septic borings 's) ACRE LAND SURVEYING_ . , ... Revised: 8-3-21 ((city comments N 55449 Revised: 5-20-21 (city comments) Blaine,, .. Revised: 11-24-20 (city comments) 763-238-6278 js.acrelandsurvey gmail.com JOSHUA P. SCHNEIDER Date: 4-10-20 Reg. No. 44655 SHEET S1 10 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 118 119 120 ant NmtuN wuuua FOR TJB HOMES, INC. VICINITY MAP ..� .IL_.v . . i PH_1� A TE LE DR 61RcysI BIRCH ST a� m c a c h _ 1 1 1�. r-7kl`'a v' fF.k9 yo. 2� P4'1 p L- . r us Jti _T ,. op a � - ` �t -I 5 2 RTH RC y,,c;.R 1H� I,�, A� N I.-III-ol HOLLy�R 4 qi ." 4.. F g cq . Q - °w z 12 yp'j-�' �- j 3. � . ti�G¢ a9R Q kp F - O1 6�. CGIJk�tGAb J LINO LAKES, MN NO SCALE APPLICANT TJB HOMES, INC. 9100 BALTIMORE STREET NE BLAINE, MN 55449 (763) 286-6868 THOMAS J. BUDZYNSKI, DEVELOPER SURVEYOR / LAND PLANNER ACRE LAND SURVEYING, INC. _ _ C. O r� N '•. Z r. '!. / / A A / A . :' • '•• • .... c: � r � X m Z a � ••; � ...° 0: N r O O: ........ - 5, L of � O: :' p - o: l: . •. . T \N \. _ - . : :: .. - ,�. ° A .. z .... . -- .. .. . - �...>..... - .� 9 0\ : " «- + ... •:..:.:. 4 ............. O r7 fi . . : N.' / �: o o : -- rq.. o... ... f 4.. `•r '': `. `. '•'•............. - to a°i.. �. ( p;:' .'_ �: '> I' a� 950..4... ` ... ° .7 - N . GF .tee :. N89°22'5911VV.... ... :: � : m � �,. ° .......< .89�22'S9'.'E. • , - a 3 , . m �. 936' 0'3 : : o ,/� X 443± : NbRTH..LI'NE GOV'T.•- LOTi.8 _ 9.79 �' I 950.0 s 74 3 :, -: �\_ - . . ...... � ... �^ 49. : - .. �. ... 4 . : :............... 43 ' / x.... a : 10 /. / x x , :p: .. . A,, .... ': m' .. 5 y.., o : /: /a p1 OO FENCE LINE �21:1 FT SO. OF LINE V6 / 91g GRA S0. OF.. LINE g2 Op q0� I . F VEL EDGE 24 0 2 104 10A1 SB•• I: -_--150 --�--� �: F . 10 SB^1 I: : . : :�; : L� 45 Ip °1 ..........19... SB o$ :: 3b / ;. .. N S6 . 1p SB ._ 6 .*1O. .. I': la 945.8 �� eg16:., . :I : �,O ` SB-6 1�46 202 W A� / ::: qa 2 3 p493��? :N. �U 952.3 ` -5 SB 10 1 SB '. Q Q OSB •. ..... .... �' Oq I 4 �0 9� �' O' �1 1� . 915.5 .Y,. O. x . SB-2 `0 N I e 1o36 : N ..�. I. 1061 . oy : . J w F: Z.....;: N :� .I 942.2 O O SB-7O /: :: •' . 0 :: ;� SB 948 60 �056 M 10 _ °j~ S61-3 �/ :9SO 58381a55 �05 IG :I N : r : i : :� 1og4 . ;• m 0 �N . Z �R 1 1p. '' � / m M \ : $ . 0wo ......... w S 2� r °t B 9 ..... y �p35 I . ' / 2i 9140 BALTIMORE STREET NE o er SB ' �' . : SUITE 100 . '` : � ® I .. BLAINE, MN 55449 0 . °+ 916.4 0 .I "' (763) 238-6278 ; :: m �p2b S6. 1 a ..I l.' JOSHUA P. SCHNEIDER, PLS . 25 : �12g : '.. .het : 10 Z� i 10 1050 915.7 10�. :�10\ R I: �18 C CIVIL ENGINEER ry�1 SBg 4 SB . * 10pap2 p� 3 0� o� � yea /. ..... I. CIVIL METHODS, INC. �� ' 01 61 2 y AL : 10 0 10 � t 57 : 928.8 1551 LIVINGSTON AVENUE, SUITE 104 O �� p p g q�?'` ° ' o 14 CV -BURIED. WEST ST. PAUL, MN 55118 � �.P O -9 e" 6 ,rL \� ... 9 pp8A � 10'\0'' :p' .. (763) 210-5713 t0 = � 0 99 5� 5g p1 6 �. $ I ....I. ..... o 'eM _ / Q 99. 91 ,-�9� : 1 3 KENT BRANDER, P.E. 00 W O' ti �P � 44 gA��g , 9 9 '�"IQ�g6 C3 9& - � 0 9t�11 a3g '' . FOREST ECOLOGIST ? /i �' e-11 �, �p g�9 g� 66'. I .�o... a " : / , ' . O O 9q'5 ` 9� 6. 3' 46�� . c1i.. v ,, ,`� e g4, � .2a4� `0 i - a� . g 4. o 4 MIDWEST NATURAL RESOURCES, INC. (� Q 3 0 : 9 6e 2 95`� 5 2/ /-: /� :' 1032 WEST SEVENTH ST. #150 Q� �v �, G .* �eM � � g1Ca 9: g . *1k 63 gg 5 I �52 ,Rol 39 cQ O: ST. PAUL, MN 55102 v lO� �- g36}rga g5395 60 95 �,o.:// p0 �: : > (651) 788-0641 Q �J� �g.� x 2a 51�� g35 $1c�a1813g12��5��1 I5 ��8.. °1� �15 mo !: /j KEN ARNDT, SR. FOREST ECOLOGIST, CWD `O 00 4 ", alb-i g�5a� 6 * h �. I 13 34 35 13 1, 66 : G �v ,�7 g26 g3 93 ` 9p5. I � �45 . 4,� _ &4 . 1?p 0 23 � _.. ..* g33 g b. 8�q 165x -I 1.' � 80...... �54-14l* 44S ,�35. �1 �I? �21 M Z r :.••' :: r� ��p Q �9 , �a1 0. s :'*. , all S1I I �I I , ,� Ol Lu OWNER 3 .+`� : �g 5 �2 4 8,a. $0 $0 �b'I � -1bb � 1 ' $ g2.... •• •' �t�1 6 101 27 JOHN COMMERS �`O 5 1 `. `92. 0*93 �914.6: _� :ga 6 2�I $j��g �50. ��3 ��$ �1 egg SB-.12 0 9100 BALTIMORE STREET NE /\� g1 9 ��919�g2� $Zkg23 0 � p- a� �6 16�15 b ......3. '. �p o2p� ` BLAINE, MN 55449 O �g11gg1��91 . 0�g2o5 6b ..* 22 10p; �g .. '89$6 o 13 2 01F0� (763) 286-6868 \ 9 g .92 9 m 5 82..... g9 a I ` 1'L �. 6�' *o,11 .... .. b�9 gp4 : b2� $ :1 . I9� I O1 g11 � g0 . * pI 903 $ b2 5 ........ '� ga g � 96 � g5 . .. r ........ ga9 * 9,�0 9 2 g29 � a3 841 *#�g2 �o. I p 95''� 6 a@$' 9�.. '' 30 ..............3� 3 :./ : ' / r p gab ag . .8. ��b9 *.. � b :'• 34 9 3g.•.... fig.. �� .$g� g9 b93 $g� 5g9 g01 � 8 155. b •' .. I I ., m 1. g9.. 6a. S $ 32 t . . co aa6' br, 9�.• '' * *.b 36.. ' 4�e r aa� .'.-9 a? 18I6 . ... �� . J. -.. $33..... 9 o r �ro' :' :� / �a$5 ,12 ,5 �869 .•� b 8a6 ..� N ;:. ��/ :8 a�8..b41..bb1.�2��p' g .-,a44 I ' ` _5,O? �faap ab4 $6o 2 g5b a � b g. 45 �d` I ti /: / �,Q, :. // , // . ZZ 3219 g220�31,�'C' �1ba �• 928..8 b5b.__...._'. ti.. //./. 32 : 0 ........ '' ......� ... 2 - Z a yet . 32 y2,��\ �.......... �.8 $5 .85 :wee ri1L I I / / :' r, o 'd'x" 8 32p� 321 I 3223 wet M / J 0 g1 9/� 2p.3 kR........ m211. 632h.....3 H3 X3 jl, 1 s6.o15...S6........e� 'e�... I..�..Al..... p - / eh at P Z . .....,I_-*roo �, p YIL �9..�5�.,.y� �..... .,...i',........I.......... I `b� - Npt 1a 9 . g8 / ............. 1 'S 60 5 7 J, 918 1H.0 ' o o .. N v0U. apt � 59g �32 3g �t,b'1 ( ,Nl*1...555..55-.. ...... ..1.......1......... GVt8RCP 1 I 6A 6 95 0 5 �. 6' S 1 i.. z : 0 w 56$ 565 4.x 5,..._ .2 920.6� _.....r...., �� 9 516. 5 b3 5 59'. E ' ..t -L. ° 0 / / c c :S$ O: ,.• 651 64g•.,.59 Sg6 g5 5 5g3 5 (RS 56 �5 �560� 5 9 B-16 .. \ _ r . CV1 1R k c . .: 92 �S �64a ''.• �� 5 � 1g.- 5�' � 55a \v.. ` ..... ...... r�0... 8 CP''`. o a50 4.1 `-� 5 I.. 1. 6 5$ 01 g4 3 X 561 ��'r. .... I 65 b. 2 89 5 �,. � 9 42 43 \. $ \ �. 6pa.. ...., "646465 *;;-?56,56' ,!, bbb*. jk• x: bg\� g2 * - A'A........ \ ` / _ . o �j g:' .....64 643 •.. 593+i b"1 5ab •,fib?_- ag'� �O b91. 54 45 `'.\ N o I N 60. 65 5 b9 39* �3� p12 c z / `: 9 ''•. r :'�61p`. `.............2.. ... _Sg2 688�6a66�9 gb �** f . I.......... �° . :. I / i 1 b4 90' x a 54 54 \ /.e �' 01 Q/ 3 i .''. 4 I 5 n r / j ::7 8 .,2'1,b4 4�.65?'gg!#'•......:` 6$ �. �6a5 �6g�8 65 63�\��6 SB�16 .51� :'55 51k �g I r�0 ° I� O, / /.J. N :$16. 6 539� 16611�. �684 33 5532 �� 548 �b1�1�x$�..... / z ' : 65 *b�3'., bq. 658.• 59. a1 �5y�9 6g3 � '. 5 0 51� 51a 513 3�9gg 5 4ba / o 6 2�...... 66b �. 80 ' 31''�g93 49 �j4 �5 .' S 6 5 6 i2 5 5 3 52 3 19� , 4a9� f. / . // / ON :x a36 . 3 6� Q62 ' 66 6� 0b� 1b� g�bg1 53 52 �522 509505 6 g 48�� / / 0 5 � 0 � 49 6 / �O 1Q.-�� 61A :36 �6 Zp8 66`a:��6b66 �6� 9�852b 524 �25p850�0� 91 �� 1 _2625.37 a O 63 b 6b .... 522 . 5 3 :49� 16.. / r � N89'27 46 W CV ::: , 63 9 . 06�., b o p2�4 9 .. a 1 . - In, 6"� �5a9 2 5 5 _` f r� .� N89; 2� � :'W W1/4 49B9;&7'AlW"0 22 --E-W1/4 Line Derived from Milner/Carley Surveys O :: : : : 61 63262 2� 50 / / . 621 91. (Cast Iron Monument) U► 6 <tr o ag'SB 9 .b2� a2h6`k,...: '' .... ;: 3 920 .. 619 b20 S 31' ......... / 0 / / !T 9j6:: „ti :r 2:::::.... ... ''•...618621 211 / ,.�: . ..:::,..:•. Q .... . : •....... ........, .. 9' �^ �i . ., . .. .........:.......... . �.. / eP..' .�..: 8 3 4 / / J o: O • .N 1 i �. ��-... •.. ,.: � ice.;_ 9 :.. CN I O N �: p __, ::. , Q ......r f O -q II / :`: Q 9 / cn: �. .. O o O, lc� / �O�^ Q i - . . p .. OO / ��0� : �: i. i / :: 13 �kr o 9c� c,0 �/ U / i , �./ ►. ... A : w,: ZONING : N : ••.`. : w � �/ :`'w�h / EXISTING X (Ru al Executive) ZONING R r Q4 �' w:::: ��: - �� / PROPOSED ZONING: RX (Rural Executive) s27,-8 : �?:::4 :..:::9�0:... / �. / rA,,l, / O SB=22 �j /J . 0 .. 9 .1 C3'.. Q., :::: /, v N 00 N 00 CO �S :: a2 . - . *, 3� ga " SB 917.3 : � / ; ` ' •. 4/ 00 00 * * 3 83 ...* 3 cP SB 21 : : '4-55 ;g . . / _.. b / N g O �' ..... 1 / ��o 9 9 R Q 918. CQ 33� . ao M , 3$�46 :3g� A • 4 �34 b .. C's��: / . O Z Z Z Z Z Z 3�6 �� .. 3a5::. : ? 43� � .. A3 � O� // /:: . / N �' :.' �i ':.::'.': 3�6��S63gF3a63945 I / W ap '� 0 2/:: 929:7 $�qxp3 42� 42b g a / �� / / O N 01. ' : r ` 35 ` 91 �� ,, 426 g ` �g : . : : � o 1 �C/ Ol ; �e O qj 2 '- 0.. SB723 O rn O O SB-2 13 '. . 3 :3g9i39�04p2 f � q2 /,O Z `-' Z mil. O) O 1 '3 .3� 4.... , : 404 � 401* 42�4423�; 438' ` / ''• /' 1 t° O U 3� �3SBg1 + 362 A09 405 kq2 A,�. 4No j' o�q��i! / .'/ / SITE DATA 1 J Q a a � 363 4pa 4q1 Os �^� 3g1 0 4 q1-1 •. 43 � - 1 W W W � 3bb 6, * s 13x N 41 0 442 � TOTAL SITE AREA i40.85 acres 9 `/: W W 32 x3 2 j'. 3 5 358 5 * 415 41° 42�. 444 // . ..: . 1 Q g 2, -A36 416 ':A 4� : : / / 1 3 O 32x32 3�a 356'. a 445x : 0 1 2 O 32 6 �9 '� 9204b,. 00• /f O -� Q tp . L'r5� m363��3� � �12 �4$'x D , % D` D yC: fi c0 ,b��hh33344 SB �450 5 / /P ..... 2 , . 340 A, , 4 3� /// / . .... : �1g39 33�� 2 5b� 2 / / j / *. rn ,b 31b. ON � • 3 O� &t N 31 X 917.2 56: 0� 'h5 - o : // Z :*.........• SB-2s q 4 455 �....., �� 2 O O . 31I : ,%: / /.. ' :y - / �a� /�,/ 45g :: . , �'. Ca p� �315'4 45g: a . ./. / 4b2 ; ..'. /: °� : q63 / o W `"I q64 : X 4�I 6$ / off. 4 / /. 3 0 9 `* I / ..", a ! �15 �' . . . �� / ` LAND USAGE wet. O 0 A, 0 �•^ -wet �2 4� /, URBAN RESERVE �� : �, //j . ..: tq , ,� C . o .. / o as jam•••••.... //.. �4j ' o pool s " -. / I / ::. 6.: ' .Se ''. .. . 0 o� Sg ..........� .:.... : w ,� ti� BENCHMARK 06 :: ` . BASIS FOR ELEVATION: NAVD 88 ....W .... ' ` "` ` 1. Anoka County Benchmark No. 3005- With an Elevation of 930.19 /. / :. wet.. j+.... .. ar. �. . .. :: "" : ' j / 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 98'................ ry / BENCHMARKS ARE NOT SHOWN ON SURVEY •. ' :E : / / M.. // ::/: / ��'// / - / .' o OF 3�P f:: / `fir s1 G� . / EXISTING PROPERTY DESCRIPTION :::; : �,o : : / / /' / / That part of Government Lot 8, Section 35, Township 31, Range 22, lying Westerly of / / _ / . . . / j the Westerly Right of -Way line of County Road No. 54, except the North 14.70 feet / of said Government Lot lying Easterly of the Southerly extension of the West line of (8 `'� �� :' / / 2i O12 / the Northeast Quarter of the Northeast Quarter of Section 35. /0�2� AN D /:. .:'i That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, �� . /' Minnesota, lying Westerly of the following described line: NR9::20.13!.V�T: : '.:�_ ' / Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of -. •' . / the Southwest corner of the Southeast Quarter of said Section 35; thence North at I94 W.: .. ri h an les o the outh •ne of said Sec ° 35 fo a dis e f 1,328.0 feet to <........../ 1QOYr / g t g t S II tlon r tanc o /. the Southerly line of said Government Lot 7; thence North 89 degrees, 52 minutes, SOUTH LINE GOV'T LOT 7�/89 70 �// 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point Meas=S89°2o'13"E f: ' of beginning of line to be described; thence North 27 degrees 00 minutes 57 seconds East, 523.59 feet; thence North 32 de rees 12 minutes 18 seconds East, Deed=N89°52'21 "E /' g 4 / 229.41 feet; thence North 33 degrees 22 minutes 24 seconds East 803.9 feet to the �o w Northerly line of said Government Lot 7 and there terminating. N N °' EXCEPT that part taken for highway and as shown in deed Doc. No. 609249. MM" / .::: IN ° o ; � I hereb certif that this Ian sketch or re ort was re ared b a0o: , Y Y P P P P Y M o Z me or under my direct supervision and that I am a duly Licensed S. • Land Surveyor under the lows of the State of Minnesota. Revised: 12-8-21 city comments) /�� Revised: 9-22-21 city comments) °�� Revised: 8-3-21 (city comments) / _ / Revised: 5-20-21 (city comments) _ S1/4 Cor. Sec. N-DOT 22 / Revised: 11-24-20 (city comments) � (Derived from MN -DOT Plans &Milner Corley �S89'12'41"E / field notes which shows an IP in -place a corner) Revised: 5-26-20 (trees) 2611.13 _ - NO MON. FOUND SW Cor. Sec. 35 S89°12'41 "E 327.94 ' (Cast Iron Mon.) JOSHUA P. SCHNEIDER Date: 4-10-20 Reg. No. 44655 SHEET S2 BYO I 1 4 GRAPHIC SCALE 0 100 ( IN FEET ) 1 inch = 100ft. BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). (f1,779,326 sf) LEGEND o DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET � DENOTES UTILITY POLE •: ' ':• DENOTES EXISTING CONTOUR GW�DENOTES GUY WIRE 0h- DENOTES OVERHEAD WIRE SB DENOTES SETBACK wet DENOTES WETLAND 1o0yr DENOTES 100 YR FLOOD ELEVATION �� DENOTES TREE TAG DENOTES GRAVEL DENOTES BITUMINOUS MC = DENOTES MEASUREMENT FROM MILNER CARLEY (d) = DENOTES DEED OR RECORD MEASUREMENT (m) = DENOTES FIELD MEASUREMENT 1VfAT1Ta C - Field work done June thru October of 2016. - Wetland information provided from Midwest Natural Resources, Inc. No field locates have been completed as part of this survey. JOB #15074 ACRE LAND SURVEYING_ ; ; ... Blaine, MN 55449 II 763-238-6278 js.acrelandsurveyc)gmail.com 10 I1 12 13 14 15 16 I7 18 19 110 111 112 I13 114 115 I16 117 118 I19 120 Resource Inventory Map [see also Resource Inventory - custom Soil Resource Report) FOR: TJB HOMES, INC. VICINITY MAP - = �14 Nl'IL�.y_ - ic.L L.ft � 5° ,. EIIRC S BIRCH'ST - "t _ _ _ „!xC it �r oe 1p ol) 2� hp 114I i i �'' _/ RTH RR 2$ F rl: �..`.R l: dEa y . "NHS HOLLYDR /'I �//,r /// Rv �B/#L .- ':�TTEFI � ` Lsa� ,. °a c Im _ °w i J 2 1+1� r I e - IF 9 _ 6�� [, I ...I � Ri L J LINO LAKES, NIN NO SCALE NoRur " GRAPHIC SCA 0 100 ( IN FEET ) 1 inch = 100ft. .........•::............ ...... v ..... 9 (..''T.�: .. . : ............. . 6• : : •....................... : : : .* � o \I ............ _. ....... ��... ' o''' 1 . : : . ,o.;c O \ jI. \\.. :0 LLI. rn � , c N� : Z -o -• - r� I.. iN /N r, e i /.......r� r� :` .� a) , o : _ : : : 1 'a) :2 : : L_1 L - �,' .�, � I I , -1 / \ L� . .. / ." ... : : o > L :� . -. - - - . .(. .r O - o:. . ... . . I . . -7.--'- : � .. . .1. - �. . . - . . I..:::: . , . . ....... . : . ..... i - .. .... . .. -I'.... .... * : _F�, .. - .... '... � : ... /.: . , ... ........ 1.11'..... - \.. . .... . .. ... . z in N •'''•11...... ?......w ._ _ .. . 3� r-I . . . : . .. . p ..... N � T 0-. . - �.. H is ., r... . 9 /,. / .. . o �' _' . f a � - . .. . ... .. .. . . .. .. . . � �6 � I . . . a : : / I !n rA 950..4... ' OQ Fi a��:? �° `: : 1 89°22'.�i�11;AT..... ' .......... ' m � 3 C,+j.. j .� . o GF......9022'9K �09. 195�e�� 936' �� ...i %44 NOR N7 :� •A 3+ ........ TH..LI' GOV'T.`LOTi.8` 9:79 �' ^ \ 5 _ O - ' / iT 950.0 9 ,`�3 `...;'.00. , ......>'�? - . - . - d-T - - ` - -` .. I .: '22'59"W - /..r=- - o e _ E�mt - N89 0� . - : •22'S9°W 425' btu. : _t ' : N89 f . 4 . c `:................ i/; :' ,r/ i lit 11t_ _ >� x nCN /tlp o F / * . m SB I�_ rf/ �i.-.-:.S89.�-.-.�.3$ �r cVN 256.. l o: i. oD FENCE LINE 2i:1 FT so. OF LINE ��f ........ E:: 10 . ... 1. / ` P 2p1 �j�N I F� /. O `� . .... GRAVEL EDGE 24.0 SO: OF...L 21. ! / . " : . ........ 2 . .. . W . p�' .. I: p: . I I ° I. 1 l : , SB-1 f pQ I � � . . . : . � ) � � . .. : : .... ti. , . A I . SB / LE 915' . / , . 2p2 I :LL1 ' { /7 sgo, / B. I'% oJ . . / : ��os6-595 �%/ ` !' .... n 915.. I H .0 SB-2 `0 NNO` I '. . / / d% / -O N f LOT 1 . � � N LLI `:I ' .. � �� I I a . BLO: . ..... �CK7 : q / :", : **' "' �.m ,::: ... � ..: .... .�' '' -9 : : BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME `: Aa �.. � SB .948 SI3 /� / a. .:: ,. GPS MEASUREMENTS UTILITIZING MINNESOTA � { r : M Q . <2 W :I 1 . 943.0 : WfJ 9) DEPARTMENT OF TRANSPORTATION VRS NETWORK). ' _ \'., F\ sl l.s ` . ' •:9s0 SB-s z ,.. � we :I .: .. . /... .. .. . :I o 0 a t� / o - T - - - :I 935.5 vJ �\ 'sue 3 y( n I\ _ I: SB-9 SB / � $ we �..... Q.. 2 t r /: t I /.. 4 2i �. AIL // �� m ' . � 01 . w _---y I _ _ x. � � � ... ® ` : - . . c °. 916.4 I p I _ / • el Se-10?.I . I \ ;I JJ I �� l : : �: st O m �\ L .' » - J 5.7 718: � ;' S89.55 55.. W- .. T ... .. /..... cva sRc . :� SB_4SB j. / . - / . - �O�N� f s691�a I: : �. ... �':: 92s.8 O�� 1 0 . t.' � o I 0 . - . . CV -BURIED? p0' �,� p P° / c �, I I I �y°f� a' Cr 0. O' N o �, S B 9M �Wc �'v�.\�\ c� : -, p" � /C o^ `� s.s $ �p5 ...../ . .. \ t �\r°ge �111L °� � : •' // / / 915... II I Are �' . '' N �! : / v, ,Q 3 e. : __o .jL / o I. / Z� i N O (r,tt 3 M: / �l .j . I . .. / / .: `� opo f I .,6,� I 11 _ �zo I / f, : / 40 .. I . . :-.:1__' 2. : . ... .. . . � . .. ..0) . : .: .. . . � . /_-`� ` :. .. .. , . . _...7IIIIIi .. ..... . - .... - ,�,�.. . ....... t... \ � � .. ..... . ' 0�' 914 6::: . .. _ 0► Lu •• .. ... /. . �V : .. �4. � .::�: �•N6.. 3 /. . ) : .. . : . :. V : , d� 1�1 I /... O /11 .. o< i .. . ,t A` I" `' I . .aA, f I / i. . .. .. - . . .. / ...... IT) . ... . . �° LOT 2 0 -/ ti /.w.�� Q , .. co' . / *' :.. .. e . ... A....: a, , g2Z ..' : d' �� Drainage & asement�__ I ` �' �,� ti / j ��• 9 . � .. S :: �// LA) � ..gym . / // _ I\\\ WM / .. . / . :: , BM.9 , // o I �\: ..: / . / o I " . . .. . . .......... ... - , . : . . 61 * . : . .. . / . � .. o x, / M : U m i°M S...-15/ SB . ..., eM .......................... .eA �� \' . f.:..................... M I _ °t '' ' I..... _ 6geiV P - � /3. -_ .. 'g < W cP�` a . / i � o � � o GZ�.. 1'0� VSRCPT 9' ' �'�" 9 8` �b �j0' � 'Not �° '�i �..�,,.: IF • . - 9cr - : •. i.. f / B r' \ ..i o / / !! •... /'' 923.1 °� c 920 : �� 1 agoI �0.. CVIBRC. o .. W ...... /' �;s :::: .... 9 Ch% ` \` / ::. a o , Iwo z� r Ste. °1 WB .. /�: :�::: . .. . Is /r . .. .. . S°s �rn I / �o / 1. z /io; / / / J /: : •' 2 9 �.......%� . . 2625.37 » O� �f .:`: �_ 2g �� - � N89'2746 W �`V 1 `A P'' 2621.9t� - r ' ' .O N89a2.. / .. �' "''(N/ /4 �89;�7 der"$ 22-E-W1/4 Line Derived from Milner/Carley Surveys O:: M �- / / (Cost Iron Monument) .-� ..11/ Z .: m/, ..... . I. ; .. 21 Q / .... 3.........:'. .'.'.:.'.' .'.:::...::::: n �: .... �� / . . 9' ......... �� // ......-...:,. . /. , * / . lg:. .:::..:::.::::....: . �. m � . / �::::' . .:...:..::......... ..... ,.. ............. 916... �.,::'. :::::.cam; ..:.,......., ... 3 :/ ^ ^ N / : / I o: •..................... . �-....... . .. ;, :91 0 oi. ��......� .. ro. / rn. 1 p �� /� ^h // . ? II \ . m 9 / / N �: O /' ::•.. .............3 ::. .... , ,.� y: O 8 i _ - \...... 9 /�•� ? 2 o / (�� / v ✓0 O/ II +� 9 / p cn . �.. :.j::::':':: C� O / ! q' Q a :' ;......:::..:LiQT••3 • •., ..... -. Q• i O� . a IL �m �./:. Y 1. 1 / � �. �� . .\ . :.:1"............................::..... /. Q/ / `h- / v p%'. .. .,. % ..: : : : :A ��: w� \Y .. * - * - - 16\ . : . . : SB 0 o /::::. . Al, / ` . , I :. s6= ^�\ Q. V v N c0 �S : ..... ' .. - ...''\ 91 6'SB 917.3': �� , N � - : V ............•••.... SB-21.:: / : e LEGEND .. '9 1 Sps o.::. 4 , s�• .. . . O o 0 9 6 M 31 �'' '' d �'r o Q o Q> 2g,45 E G ,s�4��' ?�...�. `\.... �.. O °� z z zZ a cb DENOTES SOIL RESOURCE PER USDA NRCS / Z .'p1 . . 2� F �' O // ( ) �B /:' / CO oN �`.`' `. / z`b�.: • DENOTES IRON MONUMENT FOUND Y o O O N ' ..1 s2s:7 ' \C j� :. p M 916:8 S ._7 .. p • O' I 11 rn 11 11 rn SB-24%... R�POs f� I . cn\ O DENOTES IRON MONUMENT SET g ,. ,. - J,- D, /./ `ti DENOTES UTILITY POLE W �, W s6 // �j // DENOTES EXISTING CONTOUR I /. . t w w voi m ` . / / / 3 / / / 1 Q o A. P:.. �/ / Gw�DENOTES GUY WIRE oo �w oo f :1 o 3 s 2 �m/^o /Oro. /' %°`� ohw OVERHEAD WIRE ,� DENOTES ~ g1 �� ' S ��'\O �� SB DENOTES SETBACK I� 21 6 / / / ..: :. o ��1- / /v /-wet- .DENOTES WETLAND off, , ° : ei 1215 �'' %/ % 100yr DENOTES 100 YR FLOOD ELEVATION o0 N 917.2 : 0\ 0 / // o W I • / // �, °' x �� DENOTES TREE TAG ........ ... �: s6- .... .... ....: :.::/ .:....I....... '. .1::..1., ''.� °* I :` /' /`�� DENOTES GRAVEL W . # // �' / `''' �/ / �2/O DENOTES BITUMINOUS //•. 03 :: / / ::` - ' . / ��/: % o / �: /. MC -DENOTES MEASUREMENT FROM MILNER CARLEY 3 ; `�, _-_. �. ,. // o :(d) = MEASURE DENOTES DEED OR RECORD /'* - . ... ::- �..:��// (m) DENOTES FIELD MEASUREMENT wet.^�-wet Semen\\. / LOT A ,. �. o ` /, .. e� / i/ 3 °\�\Og :� //'/ /i / _,pc ,� /� �WB I WB \ . . . : . / . " " s ry. 9. . % o 1 9 p0 / '/ " 1, soot "" . /i �w ,� p , 1 / / C \.. 9. ... �, / m1...... .. 6, o�� / : `�� . - -1/ BENCHMARK 0 o ti WB �wB.... ' ..'..:...:''::'�; •., // / BASIS FOR ELEVATION: NAVD 88 �� .. ' , ` ': , 1. Anoka County Benchmark No. 3005- With an Elevation of 930.19 ..........: ............. ... ee ..• '.m •'••. `'::. I. / 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 M 9�.................'-" N / BENCHMARKS ARE NOT SHOWN ON SURVEY .1 we \\ is /.''�/ / a , ��: \ / .. / ,/ . / % EXISTING PROPERTY DESCRIPTION 8:;3:.: GE\ .. : /. / r - :: /�`,O % / That art of Government Lot 8 Section 35 Township 31 Range 22 lying Wester) of / P P 9 Y 9 Y / \ `/ the Westerly Right -of -Way line of County Road No. 54, except the North 14.70 feet / \ �p �., .: / / / of said Government Lot lying Easterly of the Southerly extension of the West line of ,^ :: AL (�; - / / z Sze the Northeast Quarter of the Northeast Quarter of Section 35. 8 /. �.. \\\ ... ,.:` / ., / Zej... AND '. .. .. ../ .... :: \: . / That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, NOTES: /.: • /, Minnesota, lying Westerly of the following described line: o . :i>. �� / /:: :' Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of - Field work done June thru October of 2016. N8:9' �... . :' >E ::._ / the Southwest corner of the Southeast Quarter of said Section 35• thence North at - Wetland information provided from Midwest Natural y ... .......... I94 w g Resources, Inc. No field locates have been completed as l right angles to the South line of said Section 35 for a distance of 1,328.0 feet to .............��, " .� ��x ";/ the Southerly line of said Government Lot 7; thence North 89 degrees, 52 minutes, part of this survey. SOUTH LINE GOV'T LOT 7-' / �� / 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point 89.70 �_-} m : of beginning of line to be described; thence North 27 degrees 00 minutes 57 Meas=S89°20'13"E .f ' seconds East, 523.59 feet; thence North 32 degrees 12 minutes 18 seconds East, Deed=N89°52'21"E /' 229.41 feet; thence North 33 degrees 22 minutes 24 seconds East 803.9 feet to the ,no � / Northerly line of said Government Lot 7 and there terminating. 1•0 o w : / /:. /... / : : : .:' NN : r') 1h ^ . ' / it it • 05., : I hereby certify that this plan, sketch or report was prepared by rnoo: _: oZ / O1:` me or under my direct supervision and that I am a duly Licensed JOB #15074 S . / Land Surveyor under the lows of the State of Minnesota. Revised: 12-8-21 (city comments) -__1 Revised: 9-22-21 (city comments) ACRE LAND SURVEYING_ ::... 1) Revised: 8-3-21 (city comments) Blaine, MN 55449 .. _ S1/4 Cor. Sec. 35-31-22 ; Revised: 5-20-21 (city comments) 1111 / (Derived from MN -DOT Plans & Milner Carney Revised: 11-24-20 (city comments) 763-238-6278 js.acrelandsurvey gmail.com S89°12'41 "E / field notes which shows an IP in -place a� corner) 2611.13 _ - NO MON. FOUND Date: 4-10-20 Re No. 44655 -SW Cor. sec. 35 _T - - JOSHUA P. SCHNEIDER g• SHEET S3 0 1 2 3 4 s s 7 8 s 10 v 12 13 14 1s 1s 17 1s 19 20 (Cast Iron Mon.) S89°12'41 "E 327.94 I I I I I I I I I I I I I I I I I I I :.:............ .........-::.:.......... ...... 11 �� - . _ : - . ..... ..... .. cj32 ............ :� ..... -;� j . '. / ....................I... _. ............. �. a�.0 ° FOR• TJB HOMES INC. .... z I I ,/ _ . Nam'•. c: r� �.. i� i� n n i, /n.....I: r� . .. •..:-" X...a O .... :' a� . O of T L a O F G I ''��L.. .... � /\ l i I I I o - o: I: : J: N o Tm :. .. `. . . .. \ � - ° �' - ,< .� . a A ••"'... .... -- .. .... z a..N �?. . O N T - Z b 0 3 0 � •.,•• •• ;.... ....a) .. G1 .. ... . ,_ a;c...:•• 9 . ro' fi ,... . 4q O N....... O.•� :e / VICINITY MAP 5 ��.:IL�S'A - IEEE IIR Y a , ...I �I N .9'SD..4 p� * O I I I N GF........ 6\ ,-ri, < P c LL ro :• : a 74• �,(pQ 9 et` ... m 61R�j,5; BIRCH Sr n� 189 22 597 i m L o �,. 89p22'�9 �. ': , a t m �e 936' w 443+ . NORTH .LI'NE GCrV'T.•-•L _ 9.79 ko 950.0 4 3 .;/ e �P dp�Rfl .� y ��s"',T ' o eCr�4il Esmt . .. �-. 0-�� ....r . ' I /-- .21 as 4, : 2'S9„W � � .. a s ..T 89'2 N89`2 f42 _ N 0 ,� 1 �: �.: . N i lit ` _ x_ x o . RTH rso Q r,u..R Lk = ./ f i l ". - - . - . l(V N "' m' O ` L / / � P� FENCE LINE 1:fi FT S0. OF LIN �V f' . [11Hd1 . . 1 ^ Gy. ;:. 1 J �: 9•. g1 pt oF� p� •+ " GRAVEL EDGE 24.0 S0: OF.. D „ 29� 9 : a� HOLLv DR _%i : :j Z00 •'"••• p '... 2. O I . li �;O^ ... 1 �O : . r %: �� 56�1 f �0 " j / r •PEf4idG Rp ply : : : ................. / ) A I se l / ��HLL=off i?':: m 94 8 / crrEe ;: - 7i. 16:6 E.I ` I •�.fl SB 6� Q c R 915 2p2 'D N: .i - /� 6O / O. •. ` 2 :. '. '. s2i pif S !�O n SB5.5 1. N < .::f' �.... (� ✓ I. 942.2 : • Q CA SB-7 0 LINO LAKES, MN NO SCALE - \ �� I .I m * � ': /'. BLOCK �. ,. \ 94 SB a �: I N z ` we I �`° o.� - / m - - •" /rti 1 0 �; - -��-- - - - I 93 .5 SB p � :; m n _ I SB 9 / 1 �j 3 y( wet \.":. �...... Q.' ••.�2 : : °p m 1. ��' o. mew _ __ �` \ 916.4 ' B'-10? I 1. W. :./ et °° 718'� 'L -I- .-S89'55'55"W- - J 1 GV18RC . ry� 1 1� , SB-4 : �et� / S891A 8 l:' ...� �o� % Q GRAPHIC SCALE ��O,ow �w -, « I � :. ' Zoe o .1 I ..... � .. CV-B o :. I ` _� CV -BURIED? 0 00 Q �jJ LO : ti =� / ............" , o . o�• ^rO O . >< S A I I etn : ,�' ' . , �,�,�y ref . ," ow• ,moo `� �° �° s B I. � :� : z :' . ( IN FEET ) �% to ? // �' / /915.. I �t �o. �h N /�. 1 inch = 100ft. ��, �,Q ` 00 I '/« ; 2a� P I i � "Z � .. � � � V _ - 3 �10M �: " BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME O� 00 1J ,o�' Zoa I �" ° / / /- ' GPS MEASUREMENTS UTILITIZING MINNESOTA \ o I / :: DEPARTMENT OF TRANSPORTATION VRS NETWORK). �- �P 30 �� .. ... Z �� 914.6: •...... - i �I C �o J��. ... ' ::. '' I L` f : j / •/ . `',� ,t . �� ......./ ae I ;.'m . I ' ` :/ Mi. SBA. / et 3 f� `.= ;' LOT 2 o a . <� / ........... ' / j a` , g'Z2 ... `, �� Drainage &Utility Easement=_ I N /,^ N / /.' : i AL �� Sty •':. ..�� • : // / / // . " ::..•.:.: ` / •••:::'' z Q •ME �� '�'ZOr' ]111L 9 m / / / �b'�O. / W i Wet../ •. la- 00 x.,. .. �eM 9 20.3 / �: ' U q SB-15/ %ep m . . a o W cP�` a - I �� I r� J w 2 1'0........... ��.....I.. { 9 - 0 4v ." .-.-.-. o 9 . o oa .-. -�� . - - 3 .-.-.-.-6r.- k i : ` A} z v : . " . f976 I . / s 6�.... �... V1.8RCP f : .� / : .S -16 ,.I \ ..t o / / c c :S' J / _: V \ _ j. I /'/ 923.1' o $ •920�s : �.' r�®'. CVIBRCP'. I.. 1. v l Ch N t, �. : ', $ \ .... O W ro q \ I . :. r - m ` .... /� 2 / �F / o_ cn � e 0 1 • '° M - O �. � We / Ste" L .......... / i "/:X : ..... : N rn � C3 I z / / .:: 9 6 �' 2625.37 N89.27'46"W ti0�0 �.. 20 �8 �" ..... / %. '.• /�- -. ' _ : A P........ 2621.91., r = .� N89a271461.! (^7/ \^11/4 4�89;�7 der"$ 22-E-W1/4 Line Derived from Milner/Carley Surveys O� M / / (Cast Iron Monument) 01 // B;' . ...... / 1 Q .. .. ::::. ... . :. '•• ...... 0 Zg:: ::..:...•.::.'.:.:: ': •.: �' , .. ........ . m w .� /: / :: «: ra• o. / .... 1.... �... //^ . a3 9 / / ' N �: O 3 �. / . 7- - - 2 �...r.. 9 /� • o / / v J O/ II O. 9 / - cn �.. O O / q. 4. -,' F- i N �" / 0 / v : • �: ....... f 1 /' �. m t ..:....... �. 3 ..... /, N \ : 927;8 i N..: . ::.. 9 . / / s6 : 22 ^^ O' . g1 j �.' /' / �•,� v N QO N LU �S: :. ' < � 1 SB 91.7. : .,... / :' `s 1.' // �'r 0 0 0 Z > _.- $, 45 a \S.? I � � � co o N :: v / �b` : / ul Go M O O N : .-, '. 929:7 � . . . �/ �, �[ rn p rn rn °\ .. '. 918:8 •..S SB-23 P : ::: I II rn II II SB-24.. ROPOS �I ,C\ ` / �! ©US O1 / ../ o Q Q Q :... �n�/. 1 g i L j > > �L s6 /./ W� W 3 tl Q W W m �� '/ // /. t 1 : / o� O O 3 � S 212 �0. Dd� /pro %`/ / :.F /� LEGEND 2 8S /� ��z5 /� /�/. / • DENOTES IRON MONUMENT FOUND °' o�` N 7.2 a, b // //° O DENOTES IRON MONUMENT SET z..... �. o _ 2 o W l s6 I / : /% / �, . "`j �� DENOTES UTILITY POLE . / %�� DENOTES EXISTING CONTOUR /i r 1 I / ' 2`° GW� DENOTES GUY WIRE %/. , . �.') / /� ohw DENOTES OVERHEAD WIRE t"' .• � : / I ur o: SB DENOTES SETBACK 3 m I : // . o / ,-as � � �- ,,...:': : / wet DENOTES WETLAND .... t r LOT �. /, / / too +--.. wet me :` : 0) o . yr DENOTES 100 YR FLOOD ELEVATION �OS �Gi � � //� SA,& 3._ ��\�\ y ........tys�r %/ . /..�... \i . x DENOTES TREE TAG o /f /�� ' -/ ��a`°\r .� /% DENOTES GRAVEL - wB w6 .: S.. N ; / DENOTES BITUMINOUS _-- N / 1 1� / 4 ry16 ' . �� 1 `' o MC = DENOTES MEASUREMENT FROM MILNER CARLEY as �� soot // `� /. _ ,sue . v : /.:' (d) DENOTES DEED OR RECORD MEASUREMENT \.. I �. ..:'s � // . �`�� (m) =DENOTES FIELD MEASUREMENT 0 1 se o0 :.• I ��`� BENCHMARK 0 0\�� 1 .._. ... we �wB.... V: .• % BASIS FOR EL VATION: NAVD 88 E �� i1...:::: ,t::% `' ` "` / � /' 1. Anoka Coun Benchmark No. 3005- With an Elevation of 930.19 wet ............. �' y i tY m " �'''� cry' / / 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 :;.... .: 92'� �N BENCHMARKS ARE NOT SHOWN ON SURVEY \ :' :f / / ' / wo \ .M::::: / :a s \ tee' :::::.: \ �� / \ i \ ��' V / ... i . : of �P / .1" ...: // EXISTING PROPERTY DESCRIPTION $.. g 3' c Cj�G\ !`�` r .. .: / F,O % / That art of Government Lot 8, Section 35 Townshi 31, Ran a 22, I In Westerl of / P P 9 Y 9 Y / \/ the Westerly Right -of -Way line of County Road No. 54, except the North 14.70 feet i \ o / of said Government Lot lying Easterly of the Southerly extension of the West line of ` `� °` / / the Northeast Quarter of the Northeast Quarter of Section 35. 8 M. \ / \ N \\ r." ,.- / �,L"` .. AND /. ' That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, NOTES: .::: .:` /- Minnesota, lying Westerly of the following described line: o ..:i>:'.. (� /- /:: :' Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of - Field work done June thru October of 2016. N89' :... . >f / / the Southwest corner of the Southeast Quarter of said Section 35 thence North at - Wetland information rovided from Midwest Natural ` right angles to the South line of said Section 35 for a distance of 1,328.0 feet to P I94 Gw �l Resources, Inc. No field locates have been completed as :;" iooyr . / : : the Southerly line of said Government Lot 7• thence North 89 degrees, 52 minutes, i.. a�, ' / 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point part of this survey. SOUTH LINE GOV'T LOT 7-/89 70 - �� of beginning of line to be described; thence North 27 degrees 00 minutes 57 Meas=S89'20'13"E t:. .f ' seconds East, 523.59 feet; thence North 32 degrees 12 minutes 18 seconds East, Deed=N89'52'21"E /' ::• • 229.41 feet; thence North 33 degrees 22 minutes 24 seconds East 803.9 feet to the ,no / Northerly line of said Government Lot 7 and there terminating. r) o w : / / ` ::. . NN I)Ih^ . / :' II II 4) N -0 O �: I hereb certif that this Ian, sketch or re ort was re ared b ° Y y P P P P y JOB #15074 o z me or under my direct supervision and that I am a duly Licensed • : � Land Surveyor under the lows of the State of Minnesota. S . ,,,--� Revised: 12-8-21 (city comments) ACRE LAND SURVEYING_ : ; - �O Revised: 9-22-21 (city comments) ... / Revised: 8-3-21 (city comments) Blaine, MN 55449 •• _ S1/4 Cor. Sec. N-DOT 22 / Revised: 5-20-21 (city comments) / (Derived from MN -DOT Plans & Milner Corley Revised: 11 24 20 (city comments) 7V3-238-6278 �s.acrelandsurvey gmail.com S89.12'41"E / Held notes which shows an IP in -place al corner) _ Revised: 5-26-20 (trees) 2611.13 _ - NO MON. FOUND SW Cor. Sec. .) S89.12'41 "E 327.94 - SHEET S4 I I I I I I I I I I (Cast Iron Mon.) Date: 4-10-20 Re No. 44655 0 , 2 3 4 s 6 � a s 10 „ 12 13 14 1s 1s 17 18 1s zo JOSHUA P. SCHNEIDER 9• GROSS/CONTIGUOUS AREA of "AMELIA WOODS" FOR TJB HOMES, INC. �l' iLLy v z T J �k9 4 � iTH RD v m Y�C Ay HnLLYDR 21 VICINITY MAP BIRCH 5'f 6 41'H S i 'PEfL111G RO'Rpu-!�,� 4 TTEC 'k L6 le � � I 1 F� ti J O 6P__d& LINO LAKES, MN NO SCALE I FOR I l 4 GRAPHIC SCALE 0 100 ( IN FEET ) 1 inch = 100ft. BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). I y I Z o F I0 a W cn la. U O 0 m a O 0 f E c ec o � c J zin I 1 / I / _2625.37 N89.27'46"W do Ij /4 4�89;&7'AVr 111 22 --E-WI/4 Line Derived from Milner/Carley Surveys O� (Cast Iron Monument) J O� �O 1 13 (v v �Q• O �v a, N aloo N � 5? / zzzz z / W Coo CN ao N d j Y a m a; ad I 11 It rn I Z `- z g O O 1= i= U w w Q� 11 Q 1 0 1 i o o 3 CID 0 loox= SOUTH LINE GOV'T LOT 7"/89 70 Meas=S89'20'13"E Deed=N89'52'21 "E raj o W NN o �2 r2 ' °a)Z �oZ j _ S1/4 Cor. Sec. 35-31-22 / S89°1241 "E 2611.13 - / / (Derived from MN -DOT Plans & Milner Carley field notes which shows an IP in -place a corner) NO MON. FOUND _ Cor. Sec. .) �- (C (Cast Iron Mon.) S89'12'41 "E 327.94 ' O I L \\ I a) \ w ° \ C Q Z ° c O O W� (n/_\ t Z a)L J L_// L/ L/ o ° O o T L p N O / I 0 / (n U Z j, m Ej- rS (n O 4110 _ a a) Ln o c o N Lo O c t� 0 O ° ° o J ° a�i 950.4 0Q'a10A / � N89°22'59"W m a t `�-' Z J �' m cF 9�22'59"FQc0Q�eS�e�'` 443± NORTH LINE GOV'T LOTi8 9.79° v �94U949Q •`V 950.0 \3 N89'2259"W- 1. Q 0 W g I R S 2 2 / I 9 2 6o 0 / 0 .3 C) .5 _ H 4 /a / o 9 0N z / rn 3 co � o / 0 5 25.7 - / CV18RC 1 0_4 W�� 1 , \ 0 928.8 u CV -BURIED? o� `0 �, /� ,moo 0jo�• /U o° a \�0 g .6 C\ / 4 / in e tl ' s nt / / ti o /e - p p / / � t -ko / w / 1 7 8.0 V18RCP / e 0. 923.1 / CVI8RCP / '710 / (O e 2 / 9 I / .0 N89027'46"W / ! 1 1 Lo N f / a i � ob N 7-- �� z / 9 0 ` �^/ / "S / q' ry// / 015 �02 'Q / tiw / AREA CALCULATIONS Lot 1 = ±438,525 sq. ft. (f10.07 acres) 2 / , � �GJ Buildiable/Contigious = f9.31 acres -3 b� / tiw / Lot 2 = ±438,876 sq. ft. (f10.08 acres) Buildable/Contigous = f6.71 acres " q�oAD Lot 3 = ±442,356 sq. ft. (f10.16 acres) Buildable/Contigious = f9.55 acres s O �"/ Lot 4 = ±459,570 sq. ft. (f10.55 acres) Buildable/Contigious = f6.14 acres LEGEND /'� • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET DENOTES UTILITY POLE DENOTES EXISTING CONTOUR GWDENOTES GUY WIRE ohw DENOTES OVERHEAD WIRE ° DENOTES SETBACK - / wet DENOTES WETLAND e o / looyr DENOTES 100 YR FLOOD ELEVATION S 4V DENOTES TREE TAG DENOTES GROSS LAND AREA 6 DENOTES BUILDABLE/CONTIGIOUS LAND AREA MC = DENOTES MEASUREMENT FROM MILNER CARLEY (d) = DENOTES DEED OR RECORD MEASUREMENT DENOTES FIELD MEASUREMENT tiw ' BENCHMARK BASIS FOR ELEVATION: NAVD 88 / County 1. Anoka Benchmark No. 3005- With an Elevation of 930.19 tY 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 4 / BENCHMARKS ARE NOT SHOWN ON SURVEY 17 EXISTING PROPERTY DESCRIPTION That art of Government Lot 8 Section 35 Township 31 Range 22 lying Westerly of / P P � 9 � Y 9 Y / the Westerly Right -of -Way line of County Road No. 54, except the North 14.70 feet of said Government Lot lying Easterly of the Southerly extension of the West line of 17 the Northeast Quarter of the Northeast Quarter of Section 35. AND That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, NOTES: Minnesota, lying Westerly of the following described line: Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of - Field work done June thru October of 2016. 17 / the Southwest corner of the Southeast Quarter of said Section 35; thence North at - Wetland information provided from Midwest Natural right angles to the South line of said Section 35 for a distance of 1,328.0 feet to Resources, Inc. No field locates have been completed as -/ the Southerly line of said Government Lot 7; thence North 89 degrees, 52 minutes, part of this survey. 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point of beginning of line to be described; thence North 27 degrees 00 minutes 57 seconds East, 523.59 feet; thence North 32 degrees 12 minutes 18 seconds East, / 229.41 feet; thence North 33 degrees 22 minutes 24 seconds East 803.9 feet to the Northerly line of said Government Lot 7 and there terminating. JOB #15074 ACRE LAND SURVEYING_ Blaine, MN 55449 „ - 763-238-6278 js.acrelandsurvey gmail.com SHEETS5 10 11 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 PRIVATE EASEMENT EXHIBIT ��0� if 99 CO g LRRt RMtLIR VVUUUD FOR: TJB HOMES, INC. VICINITY MAP d� `:ILL5 PH`H� r 1F,L Uf! EIRCFJ. ST EIRCH Sr h .- w cp u 21' 84 i F RTH RD . -' ic`.R 1.1'� N LflHol HOLLYDR 4" i. i.,/. OTTER Lqj FCR F hL LSD I Q \ - `�r °w _• tiEw �. 12. Q Fy O� 6T. [, a ra jr f, �"Ab,. J LINO LAKES, MN NO SCALE WLn�-0 �_� 0 Q r\ A I r\ X U) z / / / \ L / L / f _ N O 0 N L / L _ \ / \ / L T�� °—_°� �inUz (D T 00 o_ - 0 ) / C 6 N O a w z -O � ° 0 '0 � J Cn o ✓ N89�22'59"W m °' O O Z O O cn °n' ° °s'ea eA2 Q o / / L C5 89 22 59 -- Il + NORTH LINE GOV'T LOT18 �� X 9� 6 443_ :'� 950.0 949.7 —4 �3 r Pro osed Trail Esmt. I N89'2259"W N89'22'S9"W t425' %/ 9 �II / N �J �1O`L�s' -� 00� FENCE LINE 21.1 FT SO. OF LINE 492.52 OO Ord ry^O GRAVEL EDGE 24.0 S0. OF LINE N89.22'59"W 2 / C1Q p / NORTH CD c5 GRAPHIC SCALE 0 100 CD LOT 1 0� ' ( IN FEET) 1 inch = 100ft. BLOCK 1 � BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA \ DEPARTMENT OF TRANSPORTATION VRS NETWORK). o O (n Z o F IZ a 9 M. a � o ° � o E o `o ° 9Q J � c J z I ' Z / I / /jV _2625.37 N8927'46"W ti0 /4 G89*7'416!iH 22 --E—WI/4 Line Derived from Milner/Carley Surveys O� ast Iron Monument) I J O� 130- v Z !v v V Q� o� N 00 N co 00 GO CO zzzz z % '- o O N W 00 0 rnorn� o �m z 0= z:! °' w w ce QW w C/) 3 0 o o a 4 rt (0 o rn 0 CD CD 3 O wet wet 3 WB WB ° we wet � �wet�- 3 ° 3 j / IV6(o �O O N89'13"W - ' 194- ° 8M -' SOUTH LINE GOT LOT 7 "//'89 70 '' / — Meas=S89°20'13"E / Deed=N89`52'21 "E now / w-0O N 0 z o- _ S1/4 Car. Sec. 35-31-22 � " (Derived from MN —DOT Plans & Milner Carley S89'12 41 E / field notes which shows on IP in —place o comer) 2611.13 NO MON. FOUND Sw Car. sec. 35 (Cast Iron Mon.) S89'12'41 "E 327.94 -' ON mca we l p r7 wet o AL 3 1 718' S89'55'55"W AL 0 \ (1 -5 O /C; �^0 g /� apt ,I, 3 ]IIIL ;aM O 8M �- A7 841 lei 8M m / t O� LOT 2 CD- °� C� N / AL �0 844 AL AIL AL w0 / -ko wet �gM en w� S89'49'10"W/ 'T'- _ 'Nat 1an9 - ° ±976 AL A'0 WB we o / 3 V 2621.91 - .0 N89027'46"W / I / \ LO / CO / ` � a N z / LOT 3 / ° _ / U 4c / PRIVATE INGRESS/EGRESS EASEMENT: BLOCK 1 �`� ' w / A easement for ingress/egress purposes over, under and accross that part of Lot 1, Block 1, LAKE AMELIA WOODS (unrecorded), Anoka County, Minnesota, described as follows: Beginning at the northeast corner of said Lot 1; thence North 89 degrees 22 minutes 59 seconds N�g1845"E S�4j�� -p� 3o�/ ~/ West, assumed bearing along the north line of said / Lot 1, 390.00 feet; thence South 00 degrees 37 "� minutes 01 seconds West, 24.00 feet; thence South 89 degrees 22 minutes 59 seconds East, 383.22 feet to the east line of said Lot 1; thence op mil/ / , northeasterly, along said east line of Lot 1, 24.94 . to the point of beginning. PROPOSED TRAIL EASEMENT: � A trail easement over and across the easterly 20.00 feet of Lots 1, 2, 3 and 4, Block 1, LAKE AMELIA WOODS, Anoka County, also lying northerly and easterly of the 0 /off following described line: Commencing at the Northeast corner of said Lot 1, Block 1; thence South 16 degrees 23 minutes 06 seconds West, assumed bearing along the east line of said Lot 1, 45.72 feet to the point of beginning of said line; thence North 89 degrees 22 minutes 59 seconds West, 492.52 feet; thence North 00 degrees 01 minutes 01 seconds West, 38.70 feet; thence North 89 degrees 22 minutes 59 seconds West, 425 feet more or less to the easterly shore of Lake Amelia and said line there / terminating. / LOT 4 o / ` rv�LAND USAGE URBAN RESERVE a 60 LEGEND 0 / tiw DENOTES PROPOSED TRAIL EASEMENT BENCHMARK BASIS FOR ELEVATION: NAVD 88 1. Anoka County Benchmark No. 3005- With an Elevation of 930.19 co, / A 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 40 / BENCHMARKS ARE NOT SHOWN ON SURVEY / EXISTING PROPERTY DESCRIPTION That part of Government Lot 8, Section 35, Township 31, Range 22, lying Westerly of the Westerly Right —of —Way line of County Road No. 54, except the North 14.70 feet ' of said Government Lot lying Easterly of the Southerly extension of the West line of the Northeast Quarter of the Northeast Quarter of Section 35. / AND / That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, NOTES: / Minnesota, lying Westerly of the following described line: Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of — Field work done June thru October of 2016. / the Southwest corner of the Southeast Quarter of said Section 35; thence North at — Wetland information provided from Midwest Natural right angles to the South line of said Section 35 for a distance of 1,328.0 feet to Resources, Inc. No field locates have been completed as the Southerly line of said Government Lot 7; thence North 89 degrees, 52 minutes, part of this survey. 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point / of beginning of line to be described; thence North 27 degrees 00 minutes 57 seconds East, 523.59 feet; thence North 32 degrees 12 minutes 18 seconds East, 229.41 feet; thence North 33 degrees 22 minutes 24 seconds East 803.9 feet to the Northerly line of said Government Lot 7 and there terminating. / / I hereby certify that this plan, sketch or report was prepared by JOB #15074 me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. ACRE LAND SURVEYING_ Is. Blaine, MN 55449 „ — III JOSHUA P. SCHNEIDER Date: 12-8-21 Reg. No. 44655 763-238-6278 js.acrelandsurveygmail.comSHEET S6 10 11 12 13 14 15 16 17 18 19 110 Ill 112 113 114 115 116 117 118 119 120 ++ +++ +++++ + / fit+ + \ 1+++++++++++++� + +++++++++ + + + We + + + + + + + + + + + + /+ + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + ++++++++++++++++++++++++ +�i+ ++++++++++....... + .++F++++++++++++++++++++++ ++++++++++; ++++++++++++++++J + + ++i+ + + + + + + + + + + + + + + +/+ + + + + + + + + + + + + + + + + + + + + .. +` + +++++++++++++++++++++++++++++++++++++� LAKE AMELIA +++y++ +++++++++++++++++++++++++++++++++++++++++ + ++ ++++++++++++++++++++++++++++++++++++ + + + + 1$�F + + + + + + + + + + + + + + + + + + / f + +++++++++++ + ++++++++++++++++,+\+ + +++++++++�+++++++ — OHW ELEV = 908.1 (NGVD 29) +++++++++ ++++++W� +++++++++ -�o++ ++++++++++++++ +++ +.,� + + + + , + - 3 NAVD 88 « + + + + + +++'+++++\ 100-YR HWL ELEV = 910.0 (NGVD 29) /+ + ..,�,.� ��-.�_ �. + + + + + = 910.2 (NAVD 88) I� + + + + r =-+� �-+, o K+ + + + + , + I«ty- +fin + 1 1•, y� + + r +++++++++++ I ++++tb } «++++- i I I i1F t+I.�+ +++++++ 1 • + + +++ 1 \ \ , +�� \ _. ►+ +1} \ \ + + + + + + . + + + + + + # # + # + + ++-.:-'ems } + �, # + + # �+ + + + + + + + + + + + # + + « +\ « + +�++ �+ ++� r +r+ + # # # + + +fie +•�+ + + + + + + + + +7+ + + t« + + ♦ + + + + + + + + + + + + # « # + + # + + 4`+-� +-.-+ + + + # + # + + + T ! + + 4 + + «++-- ti 7Sfl,+a++##st+ ♦++� II Pr,pnin BITUMINOUS ROAD PROPERTY LINE HOUSE / DRIVEWAY PAD RIGHT-OF-WAY P A PR. SEPTIC AREAS PROPOSED CONTOUR BENCHMARKS Anoka Cty Benchmark No. 3005, Elev = 930.19 (NAVD 88) MNDOT Benchmark Otter Mndt Reset, Elev=941.08 (NAVD 88) STORMWATER BMP EXISTING CONTOUR 1I� WETLAND SB SETBACK + + WETLAND BUFFER EASEMENT STABILIZED CONSTRUCTION ENTRANCE set WETLAND EDGE ROCK RIPRAP, RANDOM CRUSHED we WETLAND BUFFER EDGE EROSION CONTROL BLANKET 00vr LAKE AMELIA 100-YR HWL (910.2 NAVD 88) (FLOODPLAIN) Lr_LLLL LLLL' LL TURF MAINTENANCE ACCESS SF SILT FENCE, PA OR MS LLLLLL ° ° [ ❑ ❑ C SLOPE > 15% (PROPOSED) DRAINAGE DIRECTION ti # f � / �� )III l # � ++� + + � SLOPE 15% (EXISTING) _ �� r ++ + > �Zf 5��i 1 1 11111 IIIf_ 11 \ '�+# }+'+ IIJI f,� �+ + + \ JI _ / 1 \ f/ j /�) �+ +'+'. + �� PROPOSED WELL LOCATION + —_> \ ` I ---_ �� —~ �Iil11I II 11f11 {-/ r'n_1 I++ r�l 1011."'It I �++ ++ +++++ 111 �f 1 +++ + + ++ ++4 +.+ + «++++ \ \ \ \ \ J+++ +•+++++\+ \ � _ � PROPOSED SPOT ELEVATION DRIVEWAY 1-1 \ \ \ \ _ \ \ \ \ ` ` \ \ \� \ — 1• `�� I % 11 �'� • 4 `++ +,17 JI +++ •r \ r++rr++♦+r+ + + + +'k + + + + + + + + + r W \\ \\ \ �\ '_- , I ` \` \ _ ' `\ \\ \ \ \ \ \ \ \` \ r \ `\ \ \ \\•� f/ f I % f -� Il/�1� 1 IIII I /I1 '/l111 11 'I1 / / // 1-+:J�_•e"3r. 'll.. +++ +r+++ +) ' '/� .• f +Wet w4 + + +F}•� r+ ++_ +` P'I II ++ + + yk+A\ + + r + +++± {a w ++ �+�++ +• �t+ + + ++ + + r r + + + + + + + • + +�I + + + + + / 7� -.er + + �« 7 .� + �� + T. + + �r�y + + P + + + + + + + + + +T� ,}�-r *�+ + + + + + + + + A + + + ♦ + + + - \ \ \ -s — \ \ � `l-'' / f �� 1 I + I \ 1 ' , � •�,;�;::.�;:;s:i� • � i ` • + a , � + � + + + + + +�{ + +•. + + + + k�Q. + J .r + + + + + + + + t�, + « + 1 + + .-� \ \ \ _ ` , \ \ \ \ \ \ �r r% li 1 1111 / �- •e;:'=%'••e •� •:_`++ �.+ 1++++ 1:'� \ r+++ + +a+ rf +++�+,+++ ++++++++++++++++ f+++a♦+r+r+++ z.+.+ ++r+r++ .'++ +++ + \ \ +++ r` + * ih- .+ . + + + + + + « / — 1 \ - \\\ �\ ` \\ \\ `} \\ \ • \ _\ [\ \ �\ ` \ • \ , �- ! \,5� } } I } 1 ` ` J/ 1'1�11'' I1/ /\ /1 1 1 f 1 I 1 r`\- - ,+': rV'.+o- fl + �I},+++f + -\ 9 \i 1 ++ + + +++ + \++ +r -++f. ieti]+ � ++++«+ + ++♦♦r+ +++++• iL i++ 1++++ V� yl �1 1 f_ ++ +++p'+/+ +*/`+++'! rk+Frt- +++* $S � ++ +♦t4 + .f++l ff ++` +++i, ZJ 4. i+ + + g1t I� I } �= N `� r++�'+r+1++I++ 44+{++ }+ a�;f i\_ \ +r+ + + + +�}� + + + + + + !;,.,+ +f+ + -Y + + y r---r -+- t + a + + XZ NIL CIVIL METHODS, INC. PO Box 28038 St. Paul, MN 55128 763.210.5713 1 www.civiImethods.com 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. DATE: 12-03-2021 KENT E BRANDER LIC. NO.: 44578 DESIGNED: KEB DRAWN: KEB CHECKED: DMP DATE / REVISION: 10-22-2020 PRELIMINARY PLANS FOR PRELIMINARY PLAT SUBMITTAL -NOT FOR CONSTRUCTION 02-22-2020 ADDED FLOOD ELEVATION INFO PER CITY COMMENTS 09-22-2020 ADDITIONAL REVISIONS PER CITY AND OTHER AGENCY COMMENTS 12-03-2021 ADDITIONAL REVISIONS PER CITY AND OTHER AGENCY COMMENTS OWNER: "t ++ + + + + +�,+-+ + sQ I f TJB HOMES 9100 BALTIMORE ST. STE 102 BLAINE MN 55449 TITLE: I Cn 0 100 200 Feet SITE GRADING - OVERALL LAKE AMELIA WOODS LINO LAKES, MN SHEET NO: C05 CITY OF LINO LAKES LAKE AMELIA WOODS KNOW ALL PERSONS BY THESE PRESENTS: That CB Property, LLC, a Minnesota limited liability company, fee owners of the following described property: That part of Government Lot 8, Section 35, Township 31, Range 22, lying Westerly of the Westerly Right —of —Way line of County Road No. 54, except the North 14.70 feet of said Government Lot lying Easterly of the Southerly extension of the West line of the Northeast Quarter of the Northeast Quarter of Section 35. AND CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA Approved by the City Council of the City of Lino Lakes, this day of 20 That part of Government Lot 7, Section 35, Township 31, Range 22, Anoka County, Minnesota, lying Westerly of the following described line: Commencing at a point on the South line of said Section 35, 327.94 feet Easterly of the Southwest corner of the Southeast Quarter of said Section 35; thence CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA North at right angles to the South line of said Section 35 for a distance of 1,328.0 feet to the Southerly line of said Government Lot 7; thence North 89 degrees, 52 minutes, 21 seconds East on the Southerly line of said Government Lot 7, 89.7 feet to point of beginning of line to be described; thence North 27 degrees 00 minutes 57 seconds East, 523.59 feet; thence North 32 degrees 12 minutes 18 seconds East, 229.41 feet; thence North 33 degrees 22 minutes 24 By: Mayor By: City Clerk seconds East 803.9 feet to the Northerly line of said Government Lot 7 and there terminating. EXCEPT that part taken for highway and as shown in deed Doc. No. 609249. Has caused the same to be surveyed and platted as LAKE AMELIA WOODS and does hereby dedicate to the public for public use the public way and the drainage and utility easements as shown on this plat. In witness whereof said CB Property, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of Signed: CB Property, LLC 20 COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 By: , Clerk Charles F. Gitzen Anoka County Surveyor COUNTY AUDITOR/TREASURER COUNTY OF ANOKA SEC. 35, TWP. 31, RN G. 22 Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20____ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ______ day of _________I 20 John George Commers, Executive manager Property Tax Administrator STATE OF MINNESOTA By Deputy COUNTY OF COUNTY RECORDER/REGISTRAR OF TITLES This instrument was acknowledged before me this day of 20 by John George Commers of CB Property, LLC, a Minnesota limited liability company. COUNTY OF ANOKA, STATE OF MINNESOTA Notary Public, My Commission Expires County, Minnesota I hereby certify that this plat of LAKE AMELIA WOODS was filed in the office of the County Recorder/Registrar of Titles for public record on this day of , 20____, at _____ o' clock .M. and was duly recorded as Document Number County Recorder/Registrar of Titles I Joshua P. Schneider do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on By Deputy this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Joshua P. Schneider, Licensed Land Surveyor Minnesota License Number 44655 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of 20 by Joshua P Schneider. Notary Public, County, Minnesota My Commission Expires ACRE LAND SURVEYING P ,,, Blaine, MN 55449 r1 10 11 12 13 14 15 16 17 18 19 110 I71 112 113 114 19 120 6HrzrzT 1 Orc 3 SHEETS LAKE AMELIA WOODS f 19.90'—Derived from MC—Bloom's Add. NORTH GRAPHIC SCALE 0 100 ( IN FEET ) 1 inch = 100ft. • DENOTES IRON MONUMENT FOUND .iL DENOTES WETLAND 0 DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY DENOTES ANOKA COUNTY MONUMENT I 0 DENOTES MONUMENT TO BE SET WITHIN ONE YEAR AFTER THE RECORDING OF THIS PLAT, A 1 /2 INCH (n o BY 14 INCH IRON PIPE WITH PLASTIC CAP i S INSCRIBED 44655 MC = DENOTES MEASUREMENT FROM MILNER CARLEY 9 N o (d) =DENOTES DEED OR RECORD MEASUREMENT x m (m) = DENOTES FIELD MEASUREMENT r c E 0 z BENCHMARK BASIS FOR ELEVATION: NAVD 88 1. Anoka County Benchmark No. 3005- With an Elevation of 930.19 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 BENCHMARKS ARE NOT SHOWN ON SURVEY BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). ACRE LAND SURVEYING ; ; 19 Blaine, MN 55449 rr 10 11 12 13 14 15 16 17 18 19 110 I11 112 113 114 19 120 I � I 0 � m c J o \ c tj z r i z % / I � 2625.37 N89.27'46"W S89.27'46"E--E—W7/4 Line Derived from Milner/Carley Surveys O� W1/4 Cor. Sec. 35-31-22 (Cast Iron Monument) O�V� J �o N/ (v v Q o v P O� �v CITY OF LINO LAKES O ; -0 o o o o / COUNTY OF ANOKA ° Z a \r A A �� /n r\ r X p z co SEC. 35, TWP. 31, RN G. 22 - p — N :2L J L 0 0 O _ O T L 0 O OJ / O � m / C/) 0 � > O w - n —0p / z p - + c m � w '— a O Z� C N o c Q O `n" o _ro (1) ° -0° c N89022'59"W m Q Z J `� m S89022'59"E — — — — — 443± NORTH LINE GOV'T LOTi 8 9.79 e — 950.0 949 7490.63 r'p — — — 151.48— �1 i 485.43 D \\ /j - Drainage & Utility Easement-- — ro / 0 IclI / I� o 90.o , 00 C' oa Q L. \ Z N \� LL I / LOT 1 m /110 BLOCK 1 ' \\� ! Q / / S87_22'18'' 283.08 ` o / \ ; T — ` wets N26. ,,r I 56.49 I �, T �o AIL�� N04°04'05"E �� 10 / � 257.31 _ �,e� 0.0+1 � 4° ±718—S89.55'55 W— . — . — . — 1--.—.—i—.— H3 ——464.93.—.—., Od �o.F, / i I �0<,� �� y �o s �\ Doge / / �v ,Q �O�\ �0� ,/ o1� S1 52 34 —I /� �OtdN 'v 2 46j'08"w-40 \� N8012»w_ �*eti LOT 2 ! /''� Q)C �` 82 7 Drainage & Utility Easement I N//�^ Co CIO / / AL / / AL yeti / -- - j C��e>L N AL . o ��. S05°4733.78 �/' AIL �eM % \te oM�� 1041 of PG aI I°ng t / 181.19 — — —� S8 t9760"W 3 / 193.05 - i \ �370.3034 / Co / f � off" / 193.2g 2621.91 / _ ,� _ � 4.09 N89c)27'46"W / / 4?CIV �0/CD' it / DRAINAGE AND UTILITY EASEMENTS SHOWN THUS: 1 LOT 3 I I i2 / 0 1 10 0 Orl o BLOCK 1 e ' 1 / / / � ' NO SCALE BEING 10 FEET WIDE ABUTTING SIDE PROPERTY LINES \ / '�P�/ AND RIGHTS —OF —WAY, UNLESS OTHERWISE INDICATED, Cp_/. AS SHOWN ON THE PLAT. I 7a 45n C�. / i N�g•14 3722.. f\� / 06 / SHEET 2 Or- 3 SHEETS CITY OF LINO LAKES LAKE AMELIA WOODS NORTH GRAPHIC SCALE 0 100 ( IN FEET ) 1 inch = 100ft. • DENOTES IRON MONUMENT FOUND �111c DENOTES WETLAND 0 DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY DENOTES ANOKA COUNTY MONUMENT 0 DENOTES MONUMENT TO BE SET WITHIN ONE YEAR AFTER THE RECORDING OF THIS PLAT, A 1/2 INCH BY 14 INCH IRON PIPE WITH PLASTIC CAP INSCRIBED 44655 MC = DENOTES MEASUREMENT FROM MILNER CARLEY (d) = DENOTES DEED OR RECORD MEASUREMENT (m) = DENOTES FIELD MEASUREMENT BENCHMARK BASIS FOR ELEVATION: NAVD 88 1. Anoka County Benchmark No. 3005- With an Elevation of 930.19 2. MnDot Benchmark Otter Mndt Reset- With an Elevation of 941.08 BENCHMARKS ARE NOT SHOWN ON SURVEY BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). ACRE LAND SURVEYING ; ; 19 Blaine, MN 55449 rr 10 11 12 13 14 15 16 17 18 19 110 I11 112 113 114 i9 120 i� i o 0 0 z a o 0 m a M UE o o � z � m J o Z J I z % / I 2625.37 N89'27'46"W �o S89'27'46"E--E—WI/4 Line Derived from Milner/Carley Surveys 011 W1/4 Car. Sec. 35-31-22 � (Cast Iron Monument) I .600 SEC. AL AL' at P/ S89'49'10"W / ±976' 807.34 370.30 \, I I co, / p V 4.09 N89-27'4611W / I —? II ° / Q) a / LL off. Cori ti pw / 6.0 /Q -- 53.16 h S28 o p 42'06 »w �� /c II \s(5),& —/�e� �Dy wet o /`4 ryro10 O� / 3 % rt o)/ry p ` P qj co / Ov o•CV A- / N89'20'13"W _ 194± � p DRAINAGE AND UTILITY EASEMENTS SHOWN THUS: SOUTH LINE GOV'T LOT 7- 89.70 Meas=S89`20'13"E t Deed=N89°52'21 "E / 10 0 10-1 0 bow / — L_.—.--.—.— rn / CN PNM - / o / NO SCALE / o Z BEING 10 FEET WIDE ABUTTING SIDE PROPERTY LINES AND RIGHTS -OF -WAY, UNLESS OTHERWISE INDICATED, AS SHOWN ON THE PLAT. S K _ _ S1/4 Car. Sec. 35-31-22 / / " (Derived from MN —DOT Plans & Milner Carley S89'12 41 E / field notes which shows an IP In —place a comer) 2611.13 _A NO MON. FOUND SW Co -Sec. 35 (Cast Iron Mon.) S897 2'41 "E 327.94- COUNTY OF ANOKA 35, TWP. 31, RNG. 22 SHMET 3 Or- 3 SHMETS