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HomeMy WebLinkAbout02/12/2020 P&Z Packet CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, February 12, 2020 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. AGENDA 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: January 8, 2020 5. OPEN MIKE 6. ACTION ITEMS A. PUBLIC HEARING: Nadeau Acres Rezoning and Preliminary Plat B. PUBLIC HEARING: 7020 West Shadow Lake Drive Conditional Use Permit for Building within the Floodplain C. Concept Plan Review for 87 Lilac Street 7. DISCUSSION ITEMS A. Project Update 8. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Goning board MEETING GUIDELINES Open Mike— The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more—groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember,the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice-Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : January 8, 2020 TIME STARTED : 6:30 P.M. TIME ENDED : 7:17 P.M. MEMBERS PRESENT : Paul Tralle, Michael Root, Sue Peacock, Neil Evenson, Perry Laden STAFF PRESENT : Michael Grochala, Katie Larsen PLANNING& ZONING BOARD MEETING I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30 P.M. on January 8, 2020. Chair Tralle acknowledged outgoing Board members Jeremy Stimpson and Michael Ruhland and thanked them for their service. He also thanked Mara Strand, former Community Development Department Administrative Assistant and wished her well. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA The Agenda was approved as presented. IV. APPROVAL OF MINUTES Mr. Root made a MOTION to approve the November 13, 2019 meeting minutes. Motion was supported by Mr. Evenson. Motion carried 5-0. V. OPEN MIKE Chair Tralle declared Open Mike at 6:32 P.M. There was no one present for Open Mike Mr. Root made a MOTION to close Open Mike at 6:33 P.M. Motion was supported by Ms. Peacock. Motion carried 5-0. VI. ACTION ITEMS DRAFT MINUTES Planning&Zoning Board January 8,2020 Page 2 A. PUBLIC HEARING: Zoning Ordinance Text Amendment Regarding Section 1007.053 Antennas Ms. Larsen, City Planner, presented the staff report. Section 1007.053 of the City Zoning Ordinance regulates the construction of antennas within the City. On November 12, 2019, the City Council adopted Ordinance No. 01-19 creating Chapter 305 in the City Code enacting Small Wireless Facilities Standards within the public right-of-way. An amendment to Section 1007.053 is proposed to provide consistency between the ordinances. The Public Hearing was opened at 6:44 P.M. Mr. Root had questions about Chapter 305 regarding decorative light poles and private properties. Ms. Larsen noted these issues are addressed in both Chapter 305 and the zoning ordinance. There were no public comments. Mr. Root made a MOTION to close the Public Hearing at 6:50 P.M. Motion was supported by Mr. Evenson. Motion carried 5-0. Mr. Evenson made a MOTION to approve Zoning Ordinance Text Amendment Regarding Section 1007.053 Antennas. Motion was supported by Ms. Peacock. Motion carried 5-0. B. 42 Robinson Drive: Variance for Curb Cut/Driveway Width Ms. Larsen, City Planner, presented the staff report. The property owners of 42 Robinson Drive, Brock and Kahla Jensen, submitted a Land Use Application for a curb cut/driveway width variance. They are requesting a curb cut width of 26.5 feet be allowed. City zoning ordinance allows for a maximum 26.0 foot curb cut/driveway width. In an effort to minimize future driveway width variance requests, the Board recommends contractor's be notified and educated on driveway width requirements then take a firmer stance on future variance applications. Staff proposes to mail educational handouts to contractors and further discuss at the spring Contractor's Workshop. Mr. Evenson made a MOTION to approve 42 Robinson Drive Variance for Curb Cut/Driveway Width. Motion was supported by Mr. Laden. Motion carried 4-1. VIL DISCUSSION ITEMS A. Project Updates DRAFT MINUTES Planning&Zoning Board January 8,2020 Page 3 Staff gave verbal updates to the Board on current City projects. VIII. ADJOURNMENT Ms. Peacock made a MOTION to adjourn the meeting at 7:17 P.M. Motion was supported by Mr. Evenson. Motion carried 5-0. Respectfully submitted, Katie Larsen, City Planner DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: February 12, 2020 REQUEST: PUBLIC HEARING for Nadeau Acres 1. Rezoning 2. Preliminary Plat CASE NUMBER: RZ2019-003 PP2019-003 APPLICANT: BL Holdings, LLC Attn: Larry Olson 7567 162" Avenue NE Columbus, MN 55025 OWNER: Pierre Nadeau and William Nadeau 6677 & 6651 201h Avenue Lino Lakes, MN 55038 REVIEW DEADLINE: Complete Application Date: January 13, 2020 60-Day Review Deadline: March 13, 2020 120-Day Review Deadline: May 12, 2020 Environmental Board Meeting: January 29, 2020 Park Board Meeting: TBD Planning &Zoning Board Meeting: February 12, 2020 City Council Work Session: March 2, 2020 City Council Meeting: March 9, 2020 BACKGROUND The applicant, BL Holdings, LLC, submitted a rezoning and preliminary plat land use application for Nadeau Acres. The proposed residential development is a 69 single family lot subdivision located north of CSAH 34 (Birch Street) and west of CSAH 54 (20th Avenue) across from NorthPointe. It contains two (2)parcels totaling approximately 33 1 gross acres. The applicant is proposing an R-1, Single Family Residential development on standard 80 foot wide lots. The Land Use Applications are: • Rezone property from R, Rural to R-1, Single Family Residential • Preliminary Plat This staff report is based on review the following plan sets and documents: • Nadeau Acres Civil Plan Set prepared by Carlson McCain dated January 10, 2020 • Stormwater Management Plan prepared by Carlson McCain dated December 6, 2019 • Stormwater Pollution Prevention Plan prepared by Carlson McCain dated December 6, 2019 • Geotechnical Exploration Report prepared by Haugo Geotechnical Services dated December 6, 2019 • Wetland Permit Application prepared by Kjolhaug Environmental Services Company Inc. dated December 23, 2019 • Rare Plant Report prepared by Midwest Natural Resources dated December 12, 2019 • Traffic Impact Study by Spack Consulting dated December 6, 2019 ANALYSIS Existing Site Conditions The 30 acre site contains two (2)parcels currently addressed 6651 & 6677 20th Avenue and is located north of CSAH 34 (Birch Street) and west of CSAH 54 (20th Avenue) across from NorthPointe. The site consists of two (2) single family houses, accessory buildings, agricultural hay fields, and wetlands. The house located at 6677 20th Avenue will be moved onto a new lot and the house located at 6651 20th Avenue will remain in place. Accessory buildings will also be relocated. The existing septic systems shall be removed and wells capped. One NSP utility transmission overhead electric line runs north-south along the west boundary line and another NSP utility transmission line bisects the site diagonally. Both lines are covered by easements. Topography of the site generally slopes downward from the southeast to the northwest at elevations ranging from 925 EL to 905 EL. Groundwater was encountered at depths ranging from 4 to 19 feet. Topsoil was encountered at '/z to 1 foot. Below the topsoil, soils consist of glacial outwash sands and native clayey glacial till and are classified as hydrologic groups HSG D in the southern portion and HSG C in the north. Land Use and Zoning Current and Proposed Zoning 2 The property is currently zoned R, Rural and will be rezoned to R-1, Single Family Residential that is consistent low density residential development. At the time of submittal, the 2040 Comprehensive Plan was under review by Met Council and not formally adopted by the City Council. The 2030 Comprehensive Plan is still in effect. Current Zoning R, Rural Proposed Zoning R-1, Single Family Residential Current Land Use Rural Residential 2030 Future Land Use Low Density Residential 1.6 to 3.9 units per acre) 2040 Future Land Use Low Density Residential 1.6 to 3.0 units per acre 2030 Utility Staging Area 2A (2020-2025) 2040 Utility Staging Area IA (2018-2025) Density The following chart implements Met Council's formula for calculating net density. Gross Area (acres) Wetlands &Water Bodies (0.65) Public Parks & Open Space 0.00 Arterial ROW (0.74) Other(Utility Transmission Easement) (1.69) Other(Wetland Buffer Area) 0.00 Net Area (acres) 29.95 # of Units 69 Gross Density (units/acre) 2.09 Net Density(units/acre) 2.30 3 Per the 2030 and 2040 Comprehensive Plan, the site is guided for low density residential development which requires a density of 1.6 to 3.9 and 1.6 to 3.0 units per acres, respectively. The proposed net density is 2.30 units per acre which is consistent with the 2030 &2040 Comprehensive Plan's guided land use and density. Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R, Rural Rural Residential Medium Density Sewered Residential South R, Rural Single Family Low Density Sewered Residential Residential East PUD Single Family Medium Density Residential Sewered Residential West R, Rural Agricultural Low Density Sewered Residential Zoning Requirements The property will be rezoned from R, Rural to R-1, Single Family Residential. Requirements Nadeau Acres Min. Lot Size 10,800 sf Ave. 13,485 sf Min. Lot Width -Interior Lot 80 ft 80 ft -Corner Lot 100 ft 100 ft Min. Lot Depth 135 ft 135 ft Double Frontage Lots 145 ft 145 ft Building Setback -From Streets --Local Street 30 ft 30 ft --Collector or Arterial 40 ft 40 ft --Corner lot 30 ft 30 ft -Rear --Principal 30 ft 30 ft --Accessory 5 ft 5 ft 4 -Side --Principal loft loft --Accessory 5 ft 5 ft --Corner lot 30 ft 30 ft 15' if side or 15 ft buffer Buffer rear lot abuts provided along collector or CSAH 54 arterial street Per the subdivision ordinance, minimum lot area for urban lots shall consist of buildable land exclusive of utility transmission easements or water course easements that encumber lot development. The applicant submitted a spreadsheet detailing lot areas; however, it does not appear the entire utility transmission easement was subtracted from the lot area. Staff Comments 1. All lot areas shall be a minimum 10,800 sf excluding the entire utility transmission easement. The lot area Excel spreadsheet shall be revised. Building Type and Construction At the time of building permit, each individual single family dwelling unit will be reviewed for compliance with Section 1007.043(2)(a), General Building Provisions and Section 1007.090(4), Building Requirements regarding floor area, garage and design and construction standards. Per Section 1007.042(5)(b)Le., air conditioning or heating equipment shall be five (5) feet from any rear lot line and ten (10) feet from any side lot line. No encroachment shall be permitted in existing or required drainage and utility easements. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for low density residential development. The preliminary plat is also compliant with zoning ordinance performance standards for the R-1 zoning district with some minor revisions. Blocks and Lots The preliminary plat has 69 single family lots and 6 outlots. The outlots are for the following purposes: 5 Outlot Purpose A Wetland and Stormwater Pond 400 B Stormwater Pond 100 Road Easement for Future Development of C 6687 20th Avenue D NSP Easement Corridor E Stormwater Pond 200 F Trail Corridor and Watermain Loop Outlot D contains NSP easement and storm sewer pipe. To minimize the City's responsibility of mowing and maintaining manicured grass in this area, the outlot should be omitted and the lot lines extended through the NSP easement. The other outlots will be deeded to the City for ownership and maintenance. Staff Comments: 1. Outlot D shall be omitted and the lot lines extended through the NSP easement o There shall be a minimum 20 ft wide drainage &utility easement between Lots 136-137. o A drainage and utility easement shall also cover stormwater facilities. 2. The side lot lines of Lots 131 and 169 shall also extend through the NSP easement and a minimum 20 ft wide drainage &utility easement be dedicated for access to Pond 200. 3. The applicant shall provide a letter from NSP aka Xcel Energy allowing for public and private improvement within their easement e.g. stormwater pond, landscaping, streets,utilities etc. Streets and Alleys Internal road right-of-way widths are 60 feet and the paved roadway width is 32 feet back to back. This is consistent with the City's engineering standards. Cul de sac paved widths shall also be 32 feet back to back. CSAH 54 (20th Avenue) is classified as an A-Minor Arterial Reliever and requires a full 120 feet of dedicated road right-of-way. The plat dedicates 60 feet of road right-of-way from section line as required. CSAH 34 (Birch Street) is classified as a Major Collector road along the section of the proposed development and requires a full 80 feet of road dedicated right-of-way. The section of the plat that abuts CSAH 34 (Birch Street)previously dedicated 60 feet of road right-of-way. No further road right-of-way is required. 6 No cul de sac length exceeds 500 feet as required by ordinance. A temporary cul de sac and easement are shown on the west end of William Lane. A separate recordable easement document will be recorded against the property and shall be terminated upon extension of William Lane. The future developer will be responsible for removal of the temporary cul de sac and restoration of the lot. Private Driveway-6709 20th Avenue In September 2015, the Nadeau's owned and subdivided off the acre house parcel located at 6709 20th Avenue. Through the minor subdivision process, staff recommended the north driveway be removed and the south driveway access Red Oak Lane upon its extension. The Nadeau's expressed concerns about removing the north driveway stating personal cars and trucks could not turn left into the garage from the south driveway without backing into the County road right-of-way. Staff agreed to leave the north driveway with the stipulation the south driveway be removed when the southbound turn lane into NorthPointe was constructed. Unfortunately, this south driveway onto CSAH 54 (20th Avenue) still remains. The driveway will need to be relocated to the west upon extension of Red Oak Lane due to its close proximity to the intersection. Staff Comments: • The applicant shall draft and record a temporary cul de sac easement. • The cul de sac shall be removed and the temporary easement released upon extension of William Lane. • Only the grading plans shall show the temporary cul de sac. o The other plan sheets shall remove the cul de sac to avoid confusion between permanent and temporary cul de sacs. • "Future Road Extension" signs are required at the west end of William Lane and Red Oak Lane and at the north end of Heritage Avenue. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements are also dedicated over the outlots. Storm Water Management and Erosion and Sediment Control Per the December 6, 2019 Stormwater Management Plan, stormwater on the site flows to three different locations from the site. The majority of the site drains to an existing private ditch/wetland area to the north of the site. A small portion at the south of the site drains through an existing culvert along Birch Street. The western portion of the site drains to the northwest to an existing private ditch. The surface water will flow through three new ponds. Pond 200 located in the middle of the site will pick up surface water from the south portion of the site and direct it towards 7 Pond 100. Pond 100 will pick up surface water from the majority of the site and discharge to the west to an existing private ditch. Pond 400 will receive the remaining surface water and discharge to an existing ditch to the north. Pre- and Post-Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year Pre-Development 18.9 46.4 103.4 Post-Development 13.1 41.7 91.9 Post-development stormwater discharge rates are less the pre-development rates. Infiltration was deemed infeasible due to high water table in the north and clay soils in the south. Retention ponds are proposed. Phasing The site will be mass graded in one (1)phase and developed in two (2)phases. Phase 1 has 36 lots and Phase 2 has 33 lots. Utilities Public water, sanitary and storm sewer utilities will be installed within the development. SanitM Sewer An 8"-10" sanitary sewer pipe, 4" forcemain and lift station will serve the site. Watermain An 8"watermain will extend and loop from the east(NorthPointe) along Red Oak and from the south (Birch Street) and serve the site. Public Land Dedication The City will require cash in lieu of land dedication. Per the City's Park, Greenway& Trail System Plan, a future neighborhood park is programmed to the west of this site. Sidewalks along the streets in the development will connect to future trail corridors along CSAH 34 (Birch Street) and CSAH 54 (20th Avenue). A 300 foot long trail will be constructed in Outlot F and will terminate at the lot line. This trail segment will eventually connect to a future trail along the north side of Birch Street. Terminating the trail at the lot line now will prevent vehicles from confusing the trail with a road. Credit will be given for the construction cost of the trail extension to Birch Street. 8 MMMOLN:adeau Acres 69 lots x $3,150 = $217,350 -Trail Construction Cost TBD Tree Preservation The Environmental Coordinator and Environmental Board reviewed the tree preservation and landscape plans. 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. The Tree Inventory Report prepared by Carlson McCain revised January 10, 2020 identifies 750 significant trees on site. Eighty-eight(88) trees were identified as non- significant(e.g. ash trees, elm trees etc.) and will be removed without mitigation requirements. Of the remaining 662 trees, 253 trees will be saved and 409 will be removed. Sheet T4, Tree Preservation Plan identifies the basic use area and environmentally sensitive areas. Five (5) trees are being removed within the natural resource conservation area. Fourteen(14)trees are being removed from the non-ESA and non-basic use areas. This requires 29 replacement trees for mitigation which are provided throughout the development. Landscaping Open area landscaping standards require 1 large tree and 3 large shrubs per 2,000 sf. Existing trees on site may be used to satisfy open area landscaping requirements if applicable by placement. This would only apply to the existing trees on Outlot A. The landscaping plan shall be revised to provide open space mitigation for Outlots B, E and F. Outlots C and D do not require mitigation because they are for future right-of way or will be omitted. Buffer and screen standards apply along CSAH 54 (20th Avenue), specifically Block 5, Lots 7-10 that have a rear frontage on 20th Avenue. Approximately 475 linear feet of frontage will be screened by shrubs, new trees, and existing trees to provide a continuous planting screen year-round. The Preliminary Landscape Plan shows trees and shrubs planted on two separate berms. These berms should be combined to provide the required 6 foot high berm behind Lots 7, 8, and 9 where there aren't currently existing trees. Boulevard trees are required at the rate of one (1) tree per lot frontage for single family. There are 69 single family lots that require 78 boulevard trees (interior and corner lots). Eighty(80) trees are proposed which is compliant with the ordinance. Alternative Urban Areawide Review (AUAR) The site is not within the 2005 I-35E Corridor AUAR; therefore, no mitigation is required. 9 Traffic Study A Traffic Study was prepared by Spack Solutions on December 6, 2019. The study was based on a concept plan with 74 single family homes. Based on ITE standards and local data collected by Spack Solutions, the development is forecasted to generate approximately 685 new trips per day with 50 new trips in the a.m. peak hours (7-8am) and 65 trips in the p.m. peak hours (4:30-5:30pm). Traffic impacts are analyzed in terms of volume and capacity. Volume quantifies how many vehicles are using the road and capacity quantifies the number of vehicles the road can accommodate. Traffic Volumes Existing 2040 Roadway Location Daily Forecasted Volumed V Ou aily es2 CSAH 54 (20th Avenue) North of Red Oak Lane 5,300/6,100 14,000 CSAH 54 (20th Avenue) South of Red Oak Lane 5,600/6,100 14,000 CSAH 54 (20th Avenue) South of CSAH 34 (Birch St) 2,900/3,000 14,000 CSAH 34 (Birch Street) West of CSAH 54 (20th Avenue) 3,500/3,150 10,000 'Spack Video Data Collection/2018 AADT Volumes 2Anoka County's 2040 Transportation Plan Existing traffic volumes near the site are between 5,300-5,600 AADT (annual average daily traffic). Nadeau Acres will generate approximately 685 new trips per day. These new trips added to the existing daily trips are significantly less than the 2040 forecasted daily volumes. Traffic Capacity A ratio of volume to capacity is used to analyze traffic congestion. A road with a volume to capacity ratio of 1.0 means the traffic volume is nearly equal to the traffic capacity and will feel congested to motorists. Per the traffic study, three (3) sections of roadways (20th Ave north of Birch St, 20th Ave south of Birch St and Birch St)were analyzed under Existing, 2024 No-Build and 2024 Build scenarios. No volume to capacity ratio exceeded 0.45. None of study roadways are expected to exceed their daily capacities. Level of Service 10 Level of Service (LOS) is used to describe the operating conditions of an intersection. Facilities are given letter designations from"A" (best operating conditions) to "F" (worst conditions). Section 1001.013(2)(c), Premature Subdivision of the City's Subdivision Ordinance establishes minimum Level Of Service (LOS)requirements. The ordinance states that if the LOS is A or B, the proposed subdivision shall not the degrade the LOS more than one grade. If the LOS is C or D, it shall not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. Existing Peak Hour LOS Proposed Peak Hour LOS Intersection A.M. Peak P.M. Peak A.M. Peak P.M. Peak 20th Ave & Red Oak Lane B B C C 20th Ave &Birch Street B C B C The proposed Levels of Service do not degrade by more than one (1) LOS; therefore the subdivision is not considered premature. The project is also under review by Anoka County Highway Department. They have identified the need for right and left turn lanes on CSAH 54 (20t Avenue). These details shall be provided by the developer. CSAH 34 (Birch Street) Corridor Study In April 2011, Anoka County and the City of Lino Lakes hired SRF Consulting Group to develop a corridor study along CSAH 34 (Birch Street). Per the recommended corridor plan, future full-access intersections near Nadeau Acres are every 1/4 mile. No access (full or partial) is proposed onto CSAH 34 (Birch Street) from Nadeau Acres. A pedestrian (trail or sidewalk) corridor will connect Nadeau Acres to Birch Street. I-35E/CR J/Centerville Road Staff is aware of current traffic concerns at I-35E/CR J/Centerville Road but these are outside the scope of Nadeau Acres. These interchanges are currently under evaluation by other government agencies. Ramsey County is working on a federal transportation funding application to reconstruct bridge and ramp terminals and CR J/Centerville Road intersection. Local and county staff are also working with state representatives on possible preliminary design funding in the State's bonding bill. Anoka County is also considering a transportation funding application for improvement of the Centerville Road/CR J intersection. 11 Wetlands Kjolhaug Environmental Services Company, Inc. prepared a Wetland Delineation Report dated October 29, 2019. A Notice of Decision was issued by RCWD on December 11, 2019. Kjolhaug Environmental Services Company, Inc. prepared a Wetland Permit Application dated December 23, 2019. Per the report, two (2)wetlands were delineated on site totaling 1.37 acres. Wetland 1 is a Type 1 wet meadow wetland. Wetland 2 is a partially- drained, wet meadow and scrub-shrub wetland. A portion of Wetland 2 southwest of the septic mound discharge outlet was created in upland and is incidental. The proposed project will require 30,826 square feet(sf) (0.7076 acre) of permanent impact to four(4)wetland areas, one of which is incidental for WCA permitting. Replacement will be accomplished via the purchase of wetland banking credits. The site is inside of the boundaries of the Lino Lakes Comprehensive Wetland Protection and Management Plan(CWPMP) area; however, onsite wetlands do not fall within the landscape scale/preliminary Wetland Management Corridor(WMC). Therefore, no WMC buffer on wetlands is required with site development. Rare & Endangered Species Per the December 12,2019 report prepared by Midwest Natural Resources,no habitats for state-listed plant species were observed during field review.No further surveys are recommended. Floodplain There is no FEMA floodplain on site. 2030 Comprehensive Plan At the time of this staff report, the draft 2040 Comprehensive Plan is under review by the Met Council and has not formally been adopted by the City of Lino Lakes. Therefore, the 2030 Comprehensive Plan is in effect. Nadeau Acres is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. Resource Management System Plan Goals of the Resource Management System Plan include: • Natural Resources and Amenities o Goal#1: Identify, protect and preserve the desirable natural areas and ecological and aquatic resources of the community. 12 • Land Use Policies o Goal#1: Ensure that well-planned, quality residential, commercial, industrial and institutional development to accommodate the city's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. The Nadeau Acres protects the natural resource by providing storm water management and vegetative buffers. Land Use Plan Goal 1: Create a unified vision and future for the city, promote a well-planned community,prevent fragmented development, address the impacts of development and redevelopment on natural resources, aesthetics and view corridors, and provide balanced land use and connectivity that ensures the integration of both sides of the regional park. Goal 2: Ensure that zoning and subdivision ordinances and official maps are consistent with the intent and specific direction provided within the Comprehensive Plan. Policies: 1. Ensure developers meet the standards specified within the land-use plan and official controls, including zoning and subdivision ordinances and official maps. 2. Ensure compatibility of adjacent land uses. Nadeau Acres meets the land use goals by developing a single family residential subdivision that is consistent with low density residential development as guided by the Comprehensive Land Use Plan. Low density residential development allows for 1.6 to 3.9 units per net acre. The net density for the development is 2.30 units per net acre. This is consistent with density requirements. Housing Plan Goal 3: Ensure housing development is compatible with existing and adjacent land uses and provides accessibility to key community features and natural amenities. Policies include linking trails to parks, lakes and schools. Nadeau Acres meets the goal of the housing plan. The development is compatible with the existing adjacent residential homes. Sidewalk/trail will provide corridors to future trails along CSAH 54(20th Avenue) and CSAH 34 (Birch Street). Economic Development Nadeau Acres does not negatively impact the city's economic development goals. Transportation Plan 13 Goal 1: Plan for and achieve required street improvements and connectivity throughout the City of Lino Lakes. Goal 2: Ensure that streets and roads are as safe as possible. Nadeau Acres meets the goals of the 2030 Transportation Plan by providing a safe road connection between future neighborhoods and controlling access management along County roads. Sanitary Sewer Plan Goal 1: Ensure that well-planned, quality residential, commercial, industrial and institutional development to accommodate the City's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. Goal 5: Maintain the City's residents and businesses with an affordable and safe sanitary sewer system. Nadeau Acres meets the goals of the sanitary sewer plan. The site is located in Sanitary Sewer District 3 (Sub-district 3D) and is in 2030 Utility Staging area 2A(2020-2025). The sanitary sewer system has capacity to serve the development. The sanitary sewer system will also be oversized to accommodate future development to the north and west. Per the 2030 Comprehensive Plan's Growth Management Policy, the City Council will determine by resolution if the next 10 year, 2A(2020-2025) staging area shall be opened to development. Water Supply Plan Goal 4: Provide the City's residents and businesses with affordable potable water that is safe and of high quality for daily consumption and Ere demand. Nadeau Acres meets the goals of the water supply plan. The site is served by an 8" watermain extending from the east and loops south to Birch Street. The water system has capacity to serve this residential development. Final Plat A land use application for Final Plat is required. Findings of Fact The following are Findings of Fact as related to the land use decisions for the Rezoning and Preliminary Plat. Rezoning 14 The property is currently zoned R, Rural and shall be rezoned to R-1, Single Family Residential. Per Section 1007.015 (5), the Planning and Zoning Board shall consider possible adverse effects of the proposed rezoning and its judgement shall be based upon, but not limited to, the following factors: (a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. The proposed Nadeau Acres residential subdivision is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. The development is consistent with residential land use and density requirements. Safe transportation corridors and public utilities also serve the development. (b) The proposed use is or will be compatible with present and future land uses of the area. The proposed Nadeau Acres development is compatible with the present and future land uses of the area. Existing and future land use to the north, south, east and west is residential. (c) The proposed use conforms with all performance standards contained herein. The proposed Nadeau Acres development conforms with zoning ordinance performance standards for R-1, Single Family Residential districts with some minor revisions. (d) The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. The proposed Nadeau Acres development can be accommodated with existing public services and will not overburden the City's service capacity. The site is served by 8" watermain and 8"-10"sanitary sewer,forcemain and lift station. The public water and sanitary system is adequately sized for the development in the district. Preliminary Plat Per Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision maybe deemed premature should any of the following conditions not be met. 15 (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility(sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. The proposed Nadeau Acres residential subdivision is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation, utilities, local water management, capital improvements and growth management. The development is consistent with residential land use and density requirements. Safe transportation corridors and public utilities also serve the development. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies. Nadeau Acres is consistent with infill policies. The development is within the 2030 Utility Staging Area 2A (2020-2025).The cost, operation and maintenance of the utility system is consistent with the normal costs projected by the water and sanitary system plans. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the requirements for level of service (LOS), as defined by the Highway Capacity Manual. A Traffic Impact Study was prepared by Spack Solutions on December 6, 2019 and concluded the additional 69 single family lots will not negatively impact the transportation system. Level of Service (LOS) requirement is met. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply. Nadeau Acres meets the goals of the water supply plan. The site is served by an 8" watermain extending from the east and loops south to Birch Street. The water system has capacity to serve this residential development. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems. Nadeau Acres meets the goals of the sanitary sewer plan. The site is located in Sanitary Sewer District 3 (Sub-district 3D) and is in 2030 Utility Staging area 2A (2020-2025). The sanitary sewer system has capacity to serve the development. 16 RECOMMENDATION Staff recommends approval of the rezoning and preliminary plat of Nadeau Acres subject to the following conditions: 1. Comments from WSB City Engineer memo dated February 5, 2020 shall be addressed. 2. Comments from the Environmental Coordinator memo dated January 31, 2020 shall be addressed. 3. The City Council will determine by resolution if the next 10 year, 2A (2020-2025) utility staging area shall be opened to development. 4. The applicant shall prepare the deeds for Outlots A, B, C, E and F for City review and approval prior to recording. a. Outlot C shall be dedicated for road right-of-way and drainage and utility purposes. 5. The applicant shall prepare the temporary cul de sac easements for City review and approval prior to recording. 6. The septic systems shall be removed and the wells shall be sealed at both 6677 and 6651 20th Avenue. 7. A revised summary table created in Microsoft Excel by lot and block and outlots of lot sizes (gross, unbuildable and net area) and setbacks (front, rear and side) shall be required. 8. The applicant shall submit a copy of the RCWD CAPROC. 9. A building permit is required for the house relocation at 6677 201h Avenue. 10. The existing house located at 6651 20th Avenue shall hook up to municipal water and sanitary sewer. 11. The existing south driveway of 6709 20th Avenue shall be relocated west onto Red Oak Lane. 12. The existing driveway accesses from 6677 20th Avenue and 6651 20th Avenue shall be removed. 13. The applicant shall provide a letter from NSP aka Xcel Energy allowing for public and private improvement within their easement e.g. stormwater pond, landscaping, streets,utilities etc. 14. "Future Road Extension" signs are required at the west end of William Lane and Red Oak Lane and at the north end of Heritage Avenue. 15. Sheet 1, Cover Page (and all subsequent pages): a. Josephine Court shall be renamed Red Oak Lane. b. The proposed Red Oak Lane stubbed to the west shall be renamed or possibly be unnamed until development to the west occurs. c. The temporary cul de sac at the west end of William Lane shall be removed from all plan sheets except the grading plans to avoid confusion between permanent and temporary cul de sacs. d. The trail extension to CSAH 54 (Birch Street) shall terminate at the right-of- way/lot line and not connect to Birch Street at this time. 16. Sheets 3-5, Preliminary Plat: 17 a. The "Wetland Area" on Sheet 3 states 0.65 acres; however,the Wetland Permit Application states 1.37 acres. i. Please verify and revise accordingly. ii. Please revise the density calculations accordingly as well. b. All lot areas shall be a minimum 10,800 sf excluding the entire utility transmission easement. i. The preliminary plat shall be revised. ii. The lot area Excel spreadsheet shall be revised c. A minimum 10 foot wide drainage and utility easement upland from the delineated wetland boundary is required. i. The lots in Block 1 shall be revised. d. Setback lines shall be shown on both frontages for corner lots. e. Outlot D shall be omitted and the lot lines extended through the NSP easement. f. There shall be a minimum 20 ft wide drainage &utility easement between Lots 136-137. g. The side lot lines of Lots 131 and 169 shall also extend through the NSP easement and a minimum 20 ft wide drainage &utility easement be dedicated for access to Pond 200. h. Lots 10 & 11, Block 6 shall maintain the standard 30 foot front setback line and not parallel the temporary cul de sac. i. Lot 10, Block 5 lot width shall be a minimum of 80 feet wide as required and shown on the preliminary plat and lot area spreadsheet. 17. Sheet 6, Ghost Plat: a. Red Oak Lane is misspelled and should be corrected. b. The ghost plat lines on 6687 201h Avenue should run north-south and perpendicular to Red Oak Lane. 18. Sheet 7, Preliminary Site &Utility Plan: a. A hydrant shall be installed near the lift station. b. Cul de sac street widths shall be 32 feet wide back to back. c. Southbound left, right and through lanes from CSAH 54 (201h Avenue) onto Red Oak Lane shall be required. d. Proper turn lanes from Red Oak Lane onto CSAH 54 (20th Avenue) are required. e. Utilities and services shall be provided for the future development of 6687 20th Avenue. f. The temporary cul de sac shown on the plan shall be removed. 19. Sheet 9, Preliminary Grading & Erosion Control Plan: a. The house pad on Lot 131 shall not encroach into the NSP easement. b. A continuous landscape berm is required on the lots abutting CSAH 54 (20th Avenue) ATTACHMENTS 1. Site Location Map 2. Aerial Map 18 3. Zoning Map 4. Future Land Use Map 5. WSB City Engineer Memo dated February 5, 2020 6. Environmental Coordinator Memo dated January 31, 2020 7. Preliminary Plan Set dated January 10, 2020 prepared by Carlson McCain 19 Ell ME WOMEN GEORGE Sell III■_■■I�� :um . �•�■ �■■ lips ■ nun IN CENTERVILLE ■_111 ■■■■11111 ■■. l LAKE OHWL 885.0 MEN ME I I I 886.3 �■■�III■■■II � 1' !■ �11'�� , 1�:■niI■1 a►p - I 01 1 in a�•�I �� ■IIIII■II I IIIII�� `\III 1.1■1— m— I ■ i ,1��1���i■I=�I■ ■ I. 35 ■i _`�•��II =f ����IIIIII II ■� III \IIIII'r1� ���� ■ Illy 111� • . `ter LAKE ��II■ ■ ►�� 11 --• dun=� 1: ARDS LAKEor— =.1• :�:: =�.I__ __ III■ NINE Nadeau Acres �I ���1 �■D��• ■■■����■ j Glini Sri �■�■:� �i� BALD EAGL 4,000 Site �y11 .���' '' 1 ■i11111111 - - Location • *- 728 20 015202130 033 039 0 51 RED OArK LAN � Z 6 y �nnR o17202059 :05,0205 CD 2 Q U a. SEWOOD ST 3 +dGti 1 2• 1 4 1'69 - y 1 89 1 7. 630 CS 4 Y. Aerial Map �fic 0 150 300 600 W E Feet ��N Y- L KEG Nadeau Acres s W Q CNTRVIL NTRVI CEDAR-SIT _CEDAR-ST BUTTERNUT ST R1 CNTRVIL R R a 84 N R REow000°� Legend R o a �� Zoning Districts g RED pq Zoning Description ��2 CYPRESS Rural R m Rural Executive FLOSEWOOD S� �� Single Family Residential Single Family Executive Two Family Residential R CV.)ESTNUTST Medium Density Residential High Density Residential R Manufactured Home Park OS�/VOOD 3T Limited Business - General Business - Neighborhood Business -- — - General Industrial - Light Industrial R R R - Rural/Business Reserve R . Public Semi-Public ■ PUD N Zoning Map 0 300 600 1,200 CITY'f 0F w E Feet LNOLAKESNadeau Acres s. CEDAR S - w x AiI -ED T.. - AR BUTTERNUT ST Q N 84',, u t a - REpW000p ( ,w, d Legend RED OAK��LN CYPRES Future Land Use 2030 (Stantec) Future Land Use 2030 (Stantec) ROSEWOOD S+� Permanent Rural Urban Reserve Low Density Sewered Residential CuESTNUTST Medium Density Residential High Density Residential d Commercial � ��`t1NOOD ST Mixed Use Industrial Civic/Institutional Park and Open Space Private Airfield Right-of-Way „ . . . Open Water Future Land Use Map N o 300 600 1,200 CITY",. OF W E Feet IN KES Nadeau Acres S WS b Memorandum To: Katie Larsen,City Planner, City of Lino Lakes From: Diane Hankee, City Engineer, City of Lino Lakes Date: February 5,2020 Re: Nadeau Acres Preliminary Plat Review 15306-000 WSB has reviewed the Preliminary Plat and Utility Plans for the Nadeau Acres development in Lino Lakes, MN, prepared by Carlson McCain received on January 13, 2020. The following are our review comments that should be responded to in writing by the applicant.These comments are based on review of the following plan sets and documents: • Nadeau Acres Civil Plan Set prepared by Carlson McCain dated January 10, 2020 o 0 Stormwater Management Plan prepared by Carlson McCain dated December 6, 2019 • Stormwater Pollution Prevention Plan prepared by Carlson McCain dated December 6, 2019 z • Geotechnical Exploration Report prepared by Haugo Geotechnical Services dated December 6, m 2019 U) • Wetland Permit Application prepared by Kjolhaug Environmental Services Company Inc. dated December 23, 2019 o0 Traffic Impact Study by Spack Consulting dated December 6, 2019 co Engineering N • Grading o The Nadeau Acres development includes site grading for Red Oak Lane, Heritage Avenue, Josephine Court, Norma Way, and William Lane as well as the grading required for building pads, and Ponds 100, 200, and 400. Four retaining walls are proposed on the site. z Comments: 1. Add additional labels to both existing and proposed contours. a 2. Retaining walls#1 &#4 shall be eliminated and the applicant shall obtain temporary a grading easements with adjacent property owners or the applicant shall adjust the � 9 9 1 P p Y pP� 1 z grading plans to eliminate the need for the walls. U) 3. Additional topographic information is needed (minimum 100' beyond preliminary plat boundary, including at the extensions of Red Oak Lane, Heritage Avenue,William Lane) 0 4. Retaining walls#2 and#3 exceed maximum allowed height.All retaining walls over 4-ft w tall require structural design. ~ 5. Additional rear yard drainage and utility easement required on Lot 145. D U) 6. 10 foot side yard drainage and utility easement required on Lot 101. 7. 10 foot side yard drainage and utility easement required on Lots158 and 159. w 8. Drainage swales do not meet minimum 2% requirement at the following locations: rear LU lot line of Lots 116, 117,119, 121. U) 9. Grade break elevations needed on Lots 124, 139, 165. 10. The development is a two phase development. It is anticipated that grading for the w entire site and for the stormwater ponds will be completed at once and not in two co phases. Ms. Katie Larsen 2/5/2020 Page 2 11. Provide construction details for the turf maintenance accesses. Individual lot surveys will be required to include the turf maintenance access locations (Lots 2&3 of Block 1, Lots 6&7 of Block 2, and Lots 7&8 of Block 6). • Stormwater Management The stormwater on the site flows to three different locations from the site.The majority of the site drains to an existing private ditch/wetland area to the north of the site.A small portion at the south of the site drains through an existing culvert along Birch St(CSAH 34).The western portion of the site drains to the northwest to an existing private ditch. The surface water will flow through three new ponds. Pond 200 located in the middle of the site will pick up surface water from the south portion of the site and direct it towards Pond 100. Pond 100 will pick up surface water from the majority of the site and discharge to the west to an existing private ditch. Pond 400 will receive the remaining surface water and discharge to an existing ditch to the north. After the project is completed, the site will include approximately 8.8 acres of new impervious surfaces including the streets, sidewalks, paths, parking lots, and rooftops. Due to poor soils in the south portion of the site and a high groundwater table in the north portion of the site, infiltration is not feasible. Groundwater was encountered at depths ranging from 4 to 19 feet. Topsoil was encountered at to 1 foot. Below the topsoil, soils consist of glacial outwash sands and native clayey glacial till and are classified as hydrologic groups HSG D in the southern portion and HSG C in the north. The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the storm sewer conveyance system and ponds.The site is designed to reduce site runoff rates for the 2-, 10-, and 100-year rainfall events. Pre-and Post-Development Discharge Rates(cfs) Condition 2-Year 10-Year 100-Year Pre-Development 18.9 46.4 103.4 Post-Development 13.1 41.7 91.9 Post-development stormwater discharge rates are less than the pre-development rates. Comments: 1. Pond 100 is discharging to a private ditch, which should be coordinated with the Rice Creek Watershed District and the City of Centerville. 2. Sections of the storm sewer and located directly beneath the overhead powerlines and should be relocated. 3. Adjust storm sewer that currently runs through Outlot C so that it follows the curb. 4. The storm sewer that is part of the rear yard drainage system for Lots 6&7 of Block 2 is too close to the future houses.Applicant shall move the storm sewer to the west while maintaining a 20-ft offset from the overhead power line. 5. The north arrow is incorrect and wetlands on the figures should be labeled or noted in the legends on Stormwater Management Plan Figures 2 and 3 and Storm Sewer Catchment Figure 4. 6. Show Proposed HydroCAD Pond"CB50"on Figure 3. 7. Proposed HydroCAD Pond P300 stage storage invert(911.0)does not match bottom contour shown on grading plan. (914) Nadeau Acres Engineering Review Ms. Katie Larsen 2/5/2020 Page 3 8. Ponds modeled in HydroCAD for backyard drainage swales and depressions(P300, P30A, P30B, and CB50)should be modeled as a catch basin in HydroCAD ("pond with insignificant storage"). If they are modeled as ponds, they will need to be evaluated to meet freeboard requirements for detention basins(2'of freeboard from the low entry in the 100-year storm event). • Water Supply There is existing 16-inch diameter ductile iron pipe(DIP)watermain along 20th Avenue(CSAH 54) east of the site and along Birch Street(CSAH 34)south of the site. The City of Lino Lakes Comprehensive Plan does not designate any trunk watermain going through this site. The applicant is proposing an 8-inch diameter DIP watermain to serve the entire development. The watermain will extend and loop from the east(North Pointe)along Red Oak Lane and from the south (Birch Street). Comments: 1. The watermain along Red Oak Lane shall be 12-inch diameter DIP. Trunk watermain credits will apply. 2. A hydrant shall be installed by the lift station at the north end of Heritage Avenue. 3. Applicant shall add a temporary hydrant at the dead end of Red Oak Lane. 4. The City of Lino Lakes should consider installing water service stubs to serve the possible future development at 6687 20th Avenue(26-31-22-14-002). It is anticipated that this parcel will develop into five lots that have access off of Red Oak Lane. • Sanitary Sewer There is an existing 10-inch diameter poly-vinyl chloride(PVC)sanitary sewer stub at the intersection of Red Oak Lane and 20th Avenue(CSAH 54). The invert of the stub is approximately 913.6 and is to be field verified. The City of Lino Lakes Comprehensive Plan identifies a lift station to serve sanitary sewer districts 3D and 3G. The applicant is proposing to serve the development with 8-inch diameter PVC sanitary sewer, 10- inch diameter PVC sanitary sewer, a lift station located at the north edge of the development, and 4" PVC forcemain.The lift station will pump the waste through the 4-inch diameter PVC forcemain to the existing 10-inch diameter PVC gravity sewer located on Red Oak Lane,just east of 20th Avenue that was installed with the North Pointe development. Comments: 1. Applicant shall extend the sanitary sewer on Red Oak Ln further to the east and provide a stub for future connections. 2. The City of Lino Lakes should consider installing sanitary service stubs to serve the possible future development at 6687 20th Avenue(26-31-22-14-002). It is anticipated that this parcel will develop into five lots that have access off of Red Oak Lane. 3. Applicant shall submit a Lift Station Service Area Exhibit. 4. It is anticipated that the lift station in its current position will need to be 3 to 4-ft deeper. The applicant shall review the necessary depth or consider moving the lift station to the area near the western end of Red Oak Lane. Nadeau Acres Engineering Review Ms. Katie Larsen 2/5/2020 Page 4 • Transportation 201h Avenue(CSAH 54)is classified as an A-minor Arterial Reliever and Birch Street(CSAH 34)is classified as a Major Collector road. Per the traffic study, Nadeau Acres will generate approximately 685 new trips per day with 50 new trips in the a.m. peak hours(7-8 a.m.)and 65 trips in the p.m. peak hours(4:30-5:30 p.m.). None of the proposed roadways are expected to exceed their daily capacities. The study also reviewed the existing and proposed Levels of Service for the 20th Avenue(CSAH 54) and Red Oak Lane intersection and the 20th Avenue(CSAH 54)and Birch Street(CSAH 34) intersection. The proposed Levels of Service do not degrade by more than allowed by the City's Subdivision Ordinance. Red Oak Lane, Heritage Avenue, and William Lane are proposed to be 32-ft wide from the back of curb to the back of curb.The two cul-de-sacs, Josephine Court and Norma Way, are both proposed to be 28-ft wide from back of curb to back of curb with cul-de-sac radii of 46-ft from the center to the back of curb.The site will be accessed from 20th'Avenue(CSAH 54).The applicant is proposing widening 20th Avenue to allow for a left turn lane(to Nadeau Acres), a through lane, and a right turn lane(to North Pointe)going northbound and a right turn lane(to Nadeau Acres)and a left/through lane going southbound. Comments: 1. Anoka County is reviewing the traffic study and proposed turn lanes. It is anticipated that Anoka County will require a designated southbound through lane along with a designated left turn lane and right turn lane on 20th Avenue(CSAH 54). 2. Update the cul-de-sac street widths to be 32-ft wide from back of curb to back of curb to meet city requirements. 3. Applicant shall realign the southern driveway entrance for 6709 20th Avenue that currently provides access to 20th Avenue to Red Oak Lane. 4. Applicant shall show the proposed driveway for the existing house on Lot 10, Block 5. 5. Red Oak Lane should have an eastbound through/left lane and a designated right turn lane at the intersection of Red Oak Lane and 20th Avenue. 6. Applicant shall identify the northern roadway limit of Heritage Avenue. 7. City should consider the location of the pedestrian crossing at Heritage Avenue and William Lane. Traffic maneuvering around the corner may not be expecting pedestrians crossing there. Options to consider include extending the trail to move the crossing or moving the sidewalk to the south side of William Lane and the east side of Heritage Avenue. 8. The Heritage Avenue/William Lane cul-de-sac exceeds the City's maximum of 500-ft. This can be allowed because the cul-de-sac is temporary. • Wetlands and Mitigation Plan Kjolhaug Environmental Services Company, Inc. prepared a Wetland Delineation Report dated October 29, 2019.A Notice of Decision was issued by RCWD on December 11, 2019. Per the report,two wetlands were delineated on site totaling 1.43 acres. Wetland 1 is a Type 1 wet meadow wetland.Wetland 2 is a partially-drained,wet meadow and scrub-shrub wetland.A portion of Wetland 2 southwest of the septic mound discharge outlet was created in upland and is incidental. The project area is not located within the Lino Lakes Comprehensive Wetland Protection and Management Plan (CWPMP). The applicant is proposing 0.7 acres of disturbance and will be purchasing wetland banking credits. • Landscaping Nadeau Acres Engineering Review Ms. Katie Larsen 2/5/2020 Page 5 Open area landscaping standards require 1 large tree and 3 large shrubs per 2,000 sf. Buffer and screen standards apply along 20th Avenue(CSAH 54). Approximately 475 linear feet of frontage will be screened by shrubs, new trees, and existing trees to provide a continuous planting screen year-round. The Preliminary Landscape Plan shows trees and shrubs planted on two separate berms. Boulevard trees are required at the rate of one (1)tree per lot frontage for single family. Comments: 1. Boulevard trees should be shown within the city right-of-way. 2. Move plantings off of proposed storm sewer and riprap areas. 3. Coniferous trees shall be 10-ft from trail edges. Deciduous trees shall be 15-ft from trail edges. • Floodplain There are no existing floodplains on Nadeau Acres. • Drainage and Utility Easements Drainage and utility easements are proposed within the site where there is proposed storm sewer, backyard swales, and stormwater management facilities.There is an existing 66-ft wide powerline easement that runs from northeast to southwest through the middle of the site, and an existing 85-ft wide powerline easement that runs along the western edge of the site. The applicant is dedicating a 60-ft right-of-way along 20t"Avenue(CSAH 54)and an 80-ft right-of-way along Birch Street(CSAH 34). Comments: 1. Storm sewer between lots 108 and 109 is greater than 10-ft deep, therefore, the easement shall be twice as wide as the depth. 2. 10'Turf Maintenance Access to be installed over all storm sewer utility proposed between lots. Include between lots 155 and 154, 150 and 149, 121 and 122, and 109 and 108, 3. Drainage and Utility Easements shall not be within powerline easements unless there is documentation from the powerline company to use this space as an easement. 4. Temporary grading easements on adjacent properties may be required (see Grading section for more details). 5. Provide documentation of grading and utility agreement within the NSP powerline easements (85-ft wide easement and 66-ft wide easement). 6. Grading for the outlet for Pond 100 is on adjacent private property(26-31-22-12-0006)and will require a drainage and utility easement approval from the property owner and NSP. • 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 maintenance for public facilities will be covered under the City's Programmatic Stormwater Management Agreement. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction Nadeau Acres Engineering Review Ms. Katie Larsen 2/5/2020 Page 6 3. Minnesota Pollution Control Agency Sanitary Sewer Extension Permit 4. Minnesota Department of Health 5. Rice Creek Watershed Permit 6. Anoka County Right-of-Way Permit 7. Provide documentation of Northern States Power agreement or document of understanding of the work(permanent and temporary)to be done within the NSP easements on the site. If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651)982-2430 or diane.hankee@ci.lino-lakes.mn.us.You may also contact Kelsey Gelhar at(612)709- 4897 or kgelhar@wsbeng.com. Nadeau Acres Engineering Review Environmental C I T OF N P Memo To: Katie Larsen From: Andy Nelson Date: January 31, 2020 Re: Environmental Board Recommendations for Nadeau Acres The following recommendations were made by the Lino Lakes Environmental Board on Wednesday, January 29t" concerning the Nadeau Acres: 1. Open Space Landscape standard trees must be calculated per outlot/segment of open space, and not calculated as a total for the entire development. In other words, existing trees in Outlot A will not satisfy tree requirements for Outlot B, etc. Open space trees are still required for Outlots B, E, and F. 2. Outlot C is a future right-of-way and will not require trees and shrubs, but area must be seeded. 3. Outlot D will not require trees and shrubs because lots in this area are going to be expanded to eliminate this outlot. 4. Staff will work with developer to increase within-block diversity of boulevard trees. Ultimately, City staff will select species and placement for boulevard trees. This will involve revisions to placement that ensure trees are in the right-of-way and provide Clear Vision Area for Local Residential Roads (Item #5 of the Landscaping Guidelines and Technical Requirements), which addresses visibility at intersections. 5. Buffer and screen standards call for a 6 foot high continuous screen on Block 5, Lots 7-10. Lots 7-9 should have a continuous 6 foot high berm with the trees and shrubs planted on top, rather than the two separate berms now called for on the plans. The existing trees on Block 5, Lot 10 should be left in place as proposed on the plan. 0 Page 1 6. Tree protection zones should be 1 foot radius away from the trunk per inch DBH (diameter at breast height), as described in the Details Plate, and Landscape Specifications on Preliminary Landscape Plan should be changed to match Details Plate. All Tree Protection Zones should be in place before any other construction activity begins on the site. 7. Staff recommends 35-241 Mesic Prairie General to use on the portion of Outlots A, B, and E that are above the 100 year High Water Level. 8. Replace Royal Purple Smoke Tree with Chokeberry in open area plantings for more value to wildlife. 0 Page 2 \ / - NAD EAU ACRES ,\ ------ - ' - ___ _- - - - - ------,� y 1 ;-J LINO LAKES, MINNESOTA II I I ) I I I I I - % OUTLOT A III Y I J i I2 61 ' i° 5 \ L IJII ----------------- 4 4 3 \'� I° 11 2 1 I 1 - I Leda,St 5 ��P r W \\ ---------, T� �� SITE I � E \`` 'i\ I I � , OP ¢ --- --- — -------- F,� 12 w 1 l i RED OAK! LANi, -- - _______e_=_-- ---------- -- - - - - - - - - - - - — - - — - - oUTLOTC OAK LN - I I ---11- Qj� _ 13 2 N IT LLJ 7 10 14 _ � ——— % —L------------------ aye -- — yak, RED OAK LN 9 C— 15 \ J I e - ap ak.1. O 4b \ i (n O 0 OUTLOT D - 1 8 3 \ / ,----------- �' VICINITY MAP �a -____-- -�- \ Z 7 _ _ _ •—�— ' _ _ l ��/ -- --. NOT TO SCALE 2 C) - r —,= ———— ——— 3 6 1 4 -------a ) SHEET INDEX 18 8 — 1. COVER 5 ,' 2 2. EXISTING CONDITIONS i' 3 1 3. PRELIMINARY PLAT INDEX 4 /f \P� 9 I r----- 4-5. PRELIMINARY PLAT 6. GHOST PLAT j ----�- �� -- -- — — — 7. PRELIMINARY SITE & I L --I UTILITY PLANS 2 1F�Q-l'`,�"�� 'w_ l I 8. GRADING INDEX o� 9-10. PRELIMINARY GRADING & OUTLOT E 3 11s - `' r -- ' I � EROSION CONTROL PLANS 11-12. DETAILS l 4 L-------a r-9 13. RETAINING WALL PROFILES i j----- R1—R2. RESOURCE INVENTORY PLANS ' 2 dd I T1—T4. TREE PRESERVATION PLANS 5 I --1 L1—L2. LANDSCAPE PLANS 10 9 8 7 6 P1. PHASING PLAN I ' 13 O 11 I I I I I I , li r WILLIAM LANE 14 >\ "I i --------- o/d "I ' i {, — N i 7 15 L / 6 5 4 3 2 I I O / g 7 II j 0 50 100 200 � I l— 1 -- -- 0 8o I I - I I I o 'L_ I I - �I I r --- ---- --- BENCHMARKS I --�i--------- J _ v _ a/3 1.Minnesota Deportment of Transportation o n_ }t GSID Station #92399(Name: 0282 S) gpclu--\ i I 931 46 O ELEVATION: ft. 2.Minn esota Department of Transportation GSID Station#92394(Name: 0282 N) TT BIRCH ST. (COUNTY 154) ELEVATION: 9,,.43 ft. I pII 3890 Pheasant Ridge Drive NE,Suite 100 I hereby certify that this Ian,specification Print Name: Brian].Krystofiak,P.E. Drawn: ]]O Revisions: BL HOLDINGS, LLC 1 Carlson Y " P P 1/1D/2DPer "Gammen� NADEAU ACRES Blaine,MN 55449 or report was prepared b me or under m •environmental P P P Y Y • •engineering Phone: (763)489-7900 direct supervision and that I am a duly Signature: , Designed: B]K 7517 162nd Avenue NE COVER of McCain surveying Fax (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota 1 3 ww.carlsonmccain.com the laws of the State of Minnesota Date: 12/6/19 License#:25063 Date: 12/6/19 Columbus, MN 55025 or`,--2,-eaa0-0-nad—P..I\.d—\engineering\p im-p1—N844o.—d.g ne.1 the Icn st comer of tl�� I/ _---- \ \\ of -- Northge))Northeast Quarteral/ 1 °I �wnsHalfo of the Northeast ena0 a I 902--_- \ �\ - uJ OWNER: \ \ Section 26,Township 31, \ Quarter f Section 26, J III JAMES R&KATHLEEN M NELSON \\ Range 22 I I 1 1 hip 31,Range 22 J I PID:26-31-22-11-0008 LIn•-parallel with the South �(ine of the East FR.T of the' \\\ / I OWNS cl� { Northeast Quarter of Section \\ / _/ KRISTINE R SWANS TRUS IIII 26.Township31,Ran 22 \^I tea- hf Yr// PID:26-31-22-11 0004 \ I� LL! • Range I N89 ONIN I R I _ - - - - - - - PARCEL DEscrr/PnON: 10�j,�; $�\�-oz-�s0�_ \/ �� /� !� 20 •j� lit I0 That part of the East Half of the Northeast Quarter of Section 26,Township 31,Range 22,Anoka County,Minnesota,described as follows: Commencing at the - \ 597 _ _\Q\ Z Southeast comerof said East Half of the Northeast Quarter; thence North along the East line of said East Half of the Northeast Quarter, distance of 941.14 feet to (� 11 ja j ,-,_„-,_ 658.00 � � I-I i /+II I•or �� ,{u� I-I the North line of the South 941.00 feet thereof,also being the point f beginning; thence westerly,along said North line of the South 941.00 feet thereof, distance of $ \ �- 865.13 feet to the West line f the East 865.00 feet of said East Half°f the Northeast Quarter; thence southerly,along said westerly line, distance of 196.03 feet to (� o \ I �' I I / o0w NER'' ER tu' the North line f the South 745.00 feet f said East Half of the Northeast Quarter; thence westerly,along said North line,a distance of 135.02 feet to the West line of / 1 : DD O the East 1000.00 feet of said East Half of the Northeast Quarter; thence southerly,along said West line,a distance f 495.07 feet to the North line of EAST BIRCH °�' s02� \ ._ ,uv ,uv 1 / / O E 22� _ OWNER: N ADDITION,according to the recorded plat thereof,Anoka County,Minnesota; thence easterly,along sold North line of EAST BIRCH ADDITION, distance of 611.39 feet to _ / 0E2"gL31� / SUSAN G&ETH;AN A LAND the Northwest corner of Outlot A,said EAST BIRCH ADDITION; thence southerly,along the West line of said Outlot A.a distance of 190.00 feet to the southerly line of n co1 / �j ��/� / nNplo / 1 PID:25-31-�2-22-0011 oak!Outlot A; thence easterly,along said southerly line said Outlot A.a distance f 60.00 feet to the East line of said Outlot A; thence northerly,along said East line \�h O `^m c / of said Outlot A, distance of 148.74 afeet to the North line of the South 208.71 feet of said East Half of the Northeast Quarter, thence easterly,along said North line, o / // O- �s / a distance of 120.02 feet to the West line f the East 208.71 feet of said East Half of the Northeast Quarter, thence northerly,along said West line, distance of U 2 Ii Q P / / \ y �V�- / :I ry ill / �• / 417.46 feet to the North line f the South 626.11 feet of said East Half of the Northeast Quarter; thence easterly,along said North line,a distance of 208.74 feet to III l / � said East line of the East Half of the Northeast Quarter; thence northerly,along said East line,a distance of 314.94 to said point of beginning. OWNER: t/+I,mo _L/ LINDA M B ^ T 1 1 A I gy�I / I (Abs TRUSTEEtract Property) 1-22-12-006 AND WCKER C APID:26-3 O 21 ,ry (Per Title Commitment File No.T19-10064.1,dated October 4,2019 at 8:00 A.M. d Abstracters,Inc.,as issuing prepare b Registered d y gis are agent for First American Title Insurance Company) _ / Lin�ipa/tells) 'th tbe'South / / aze.e S89 4 Jxf e of the wsNHalf of the��� +�ma l Qv0 z" �- d That t of the East Half East the Northeast Quarter of Section en Township, Ran 22,Anoka Count Minnesota,described as follows: 100.00 feet at the Northeas�'Q arter of a. \ / Southeast comer of said East Half of the Northeast Quarter; thence Northerly,along the East line of said Northeast Quarter,a distance of 1100.00 feet to the actual 2�Township 3 ergs 22/->-'� 1 //R �Nn,,71 � point of beginning; thence westerly along a line parallel with the South line of said East Half of the Northeast Quarter,a distance of 610.00 feet; thence northerly, jtl-1 I W -E\- -- - >-per>-- alon aline III with the East line of said East Half of the Northeast Quarter,a distance of 220.00 feet; thence wester) I a line III with the South line 48.0� / I ✓ ° / r�j4 na I Ae1Cz 9 Para e e song pars eof said East Half of the Northeast Quarter a distance of 48.00 feet' thence norther) alon aline arallel with the East line of said East Half of the Northeast 658.00 t!l De L✓ v �-A I v� Y• 9 P- t I--I y, Quarter a distance of 345.00 feet' thence wester) alongaline parallel with the South line of said East Half of the Northeast Quarter,a distance of 659.7 feet \I m Line paraY with Ec,� � M.00m� I � Z more or less,to the West line of said East Half of the ortheastQuarter; thence southerly,along said westerly line,a distance of 919.95 feet,more or less,to the // Nor line ofast Q8 rk� f'Section-�� NB °2411"W ®/ //�Y I lee O North line of the South 745.00 feet of said East Half of the Northeast Quarter; thence easterly,along said northerly line,a distance of 449.55 feet,to the West line - �° J m / / a" / �'(}'� of the East 865.00 feet of said East Half of the Northeast Quarter; thence northerly,along said West line a distance of 196.03 feet,to the North line of the South T y yin§%2� ��` w l ` / / �i I t'�p M1' I N 941.00 feet of said East Half of the Northeast Quarter; thence easterly along said North line,a distance of 865.13 feet,to the East line of said East Half of the /// \�` OWNER: I \ ///a'• x�/� 0� ,�ryti Northeast Quarter; thence northerly,along said East line,a distance of 158.86 feet to said point of beginning. JULIE R MCN Y PID:26-31-22-141002 AND / \ mom op) yoe z' I O� That part of the Northeast Quarter of Section 26,Township 31,Range 22,Anoka County,Minnesota,described as follows: °\`•1 NOLVnel paallel with the South//l / a'`�/ - s°' G,) - ,� Ilrte of he East Half of the 0 �� p \ Beginning at a point on the East line of and 1320.00 feet North of the Southeast corner of said Northeast Quarter; thence North along said East line,345.00 feet; No hea t Quarter of SeStl'on �t'v s• / thence West on a line parallel with the South line of said Northeast Quarter 658.00 feet; thence South,parallel with said East line of the Northeast Quarter,345.00 / l / 26,Township 31,Range 220,.//�' o feet; thence East,parallel with said South line of the Northeast Quarter,658.00 feet to the t of be° \ point ginning,EXCEPT that part described as follows: 6 0•00 R I 7S 3PCyy FR. Commencing at the Southeast corner of said Northeast Quarter; thence North 00 degrees 23 minutes 08 seconds West,assumed bearing along the East line of said 3$N / / J / ` wv„ • LU I\ � �' Northeast Quarter,1380.00 feet to the t of be a` / ,r pain ginning; thence continuing North 00 degrees 23ar minutes 262.08 seconds West,along said East line,285.00 feet; thence North 89 degrees 24 minutes 11 seconds West,05 parallel with the South line of said Northeast Quarters 26f the feet; thence South 00 degrees ed minutes 08 seconds North line of the South 941.0 w( \ y East,170.00 feet; thence South 31 degrees OS minutes 22 seconds East,135.12 feet to the North line of the South 1380.00 feet as measured along said East line of ` v / / / a.• / _feet of the East Half o/the 2`do 160 \ / the Northeast Quarter,thence South 89 degrees 24 minutes 11 seconds East,along said North line 193.00 feet to said point of beginning.a OWNER: \`��`�� / / �t✓ //_\\ �� / •\ �/ /��/• Northeast Quarter of Section I 3•� -1/ DAVID A WCKERS TRUSTEE / / / I 1 1 ' •y / ga e 26,Townshi 31,Ran 22_ e_ `� OWNER: PID:26-31-22-13-0001 Jg / / Ats/ [' rl o F- 1 _ MEGAN M SALISBURY \AI n� T / s // - j PI0:25-31-22-23-0065/ / T _� OWNER: 60 \\- /I' i / �!MOS MICHAEL P ONEILL \ GENERAL NOIFS West tin of the East tlg0.00 I/ / / // ry PID:25-31-22-23-IKS,f CJ' 8 / feet f/the East Half 000fff the_- 11 n r_- // 4, // T I I r_- p� F- 1) The field work for this survey was completed on November 26,2019. / 'RarthEast Quarter.ai'Section / L/ I / �L I �T L_ °�' 3 2 Bearin shown are based an the East line of the East Half of the Northeast Quarter of Section 26,Townshi 31,Ran 22,Anoka County,Minnesota,which is aswmed to bear �• _ 26,Township 31(Range 22 �` / `,t� / / `� ) 3' v 9e Y .I O OWNER: L� N00°23'08'W. \\ /SAAC NIPPERNRIN r _______________fin J o I PID:25-31-22-23-0083 C 3) Above:ground utilities have been field located as shown.All underground locations shown hereon are APPROXIMATE.Prior to any eccavallons or digging,contact Gopher Stale One Call for J / e /9 a° T___________________________865.00____��________ I O an on-site lacabon(651-454-0002). + ee t l�line of the South M3.00 � mr/ a. p o / met of the Eagt t If of the__ / / // 2 V 4) Approximate wetland area 58876 SF(1.35 AC). Subject to change with final wetland delineation approval. IL / Northeast"rter df�Section / / - OWNER: I Q g 26,Town 151p 31,Range�R2 y / b' / PID:25A31d HODGE0062 L / (449 -aeaa.) �z g - I F, t /•�.-�W 449.50 peen �PAUOWNER; CH ( y u ATE u,,.,o 1 /// s I / / ] / �/ I North lie of the Saatn 626.11p t I CONSTRUCTION INC Q z _ \ .II' 9 PID:25-31-22-23-006/feet gt'the East Half f tb.e� w� T t - (��y / I Northeast Quarter f rion r`v LIB O iD:26 R HAWKEN50N / /„ / I\ 26,Township 31,R ge 22 v\ r OWNER: LIJ z N PID:26-31-22-14-0003/ / \\ ER O East caftact\ i- �: CONTRAO�NG LLC p N ISD PI0:25-31-22-23-0060 (Y / LEGEND $SSOO<fl.714 it I OWNER: LI"� / I I \ II II I ISAAC FONES L C PID:25-31-22-23-0059 I �-� 0 - Denotes Anoka County Section "p" -Denotes Hand Hole F1 L_ /-1 " I 1 III`� Monument, as noted N / l P I o I 6� - - t-l- o -Denotes Electric Meter / West line of the East JJ1101l71 G i I • - Denotes Found Iron Monument mn feet of the East Half/of the I 1 �Q OWNER: _� / / 00 j / / OWNER: I 1 ANDREA RENEE ZACHER O - Denotes 5/8 Inch by 14 Inch O -Denotes Gas Meter Northeast Quarter o Section `� 1 I 60 99 NICHOLAS J KUSCHKEJJ PID:25-31-22-23-0058 �- tabor, marked with RLS 40361 Townes 31 Range 22 pID.-26-31-22-14-000/1 I aY I 0 -Denotes Soil Boring/Test Hole / I I - Denotes Light Pole _ _ ____ ________________ I------ - 8-----------1 00.00-------------------------- - � I 1 I Ia�NI- � � -°'-°`- -Denotes Underground Telephone Y/ rn I to o� OWCE �DW \ fYY� - Denotes Miscellaneous Sign -,�-„- -Denotes Underground Electric 00 West line of the East 1000.00 / j j \ / / �- Ia l dm pjp 25A 31-22-23-Do57 J` ( ) - Denotes Existing Tree Line -ua- g- -Denotes Underground Gas feet of the East Half of the_ I 1 ) l \ I cV + I o r // \ tJ�J.J� Northeast Quarter of Section 1 / North line of`t(1e South 20.71 �O I W° O - Denotes Sanitary Manhole •1• -Denotes Underground Television / /J./ 26,Township 31,Range 22 T` I // t �� - feet of the E°sq Half of th� - / 11 / . 'r� / P �7 Northeast Quarts of Section't _Z_____208.71---1-I I�c al �56 O - Denotes Water Manhole -Denotes Overhead Electric I �P'ay� 0 50 100 200 A I V / 26,Township 31, ange 22 v e3zTe1J7 I I°t% / N P Y ---- / / I .01 > O� M1 / O - Denotes Miscellaneous Manhole -- -Denotes Wotermoin Rye" o - Denotes Curb Stop --->--->- -Denotes Sanitary Sewer y/ v /A I\ 1 5 Y / / Nine oforthwest corner of i Yet/� I m~I/ ryy / p (SCALE IN FEET) / / I ZONING: R i / /BIRCH IADDITIONAST Outlot A,EAST BIRCH­/t j R: O y I p - / - \O` L » -Denotes Storm Sewer Iw5N - Denotes Fire Hydrant ADDITION / NE UN DD / / I V1 0 -Denotes Right of Access per Doc. No. 2122907.001 0 SGN \A' i I Y� - - - cva - Denotes Gate Valve 6R 22� -•-_- -Denotes ExistingFence T I s� •39 at II► of outlot ^ r-IJ R��3t� o - Denotes Cleanout / A I r `�.T�IRCH ADDITION I 2 I 6 m S89°24'1 E\✓ +7z a,a p10'' I P""� / �• g w o �y �-- I I � � �""'� w' - Denotes Existing Well � -Denotes Gravel Surface �-. ` I I Lied o -I "`�_ '120.�2 Denotes Guy Wire OW ER: I - -589°24�11"E I ZONING: R -Denotes Concrete Surface ANDRE KURTZ 0�D ry o I o- - Denotes UtilityPole I I PID:26-31 P2-14-0010 I OWNER: vti �_ I East line of Outlot A, I ua BENCHMARKS JOHN F&MARY J BRINKMAN I .,a p EAST BIRCH ADDIT ON -Denotes Bituminous Surface I PID:26-31-2 EAST ry6e � YfdL n �I OWNER: I OWNER: - DanOfa4 Moil BOX Q\0'• n r�r�ITl/l A I (G of ROGER SCHLUNDT MARY F COFFEY STRAND TRUSTEE O - Denotes Telephone Box I -Denotes Wetlands that were 1.Minnesota Department of Transportation ZONING: R I `"l° D�.r�e.(r"� P1D26-31-22-14-00ff I l PID:25-31-22-23-0002 P I GSID Station#92399(Nome: 0282 S) n UUI 1 1\JI v delineated m any in Environmental i - a--- - - +� / _OWNER: i I ❑ - Denotes Utility Box Services Company in 2019 ELEVATION: 931.46 fit. - rt ° JEFFERY L AIL I z +/z i'f1 2.Minnesota Department of Transportation -I- L - - - S8g2g 0- a Mq 2CL 31-22-14-0 Southeast corner of the O - Denotes Electric Transformer - - '"v_szyo cuv"v-szaa iav=vza.o 92 i"v a 2s926- \ -Denotes Existing 2 Ft. Contour GSID Station/92394(Name: 0282 N) u "v-Szu�- - -- I -Qua Quarter of the Northeast zz a "`'����w 24 "v-1z wen Quarter of Section 26, O - Denotes Electric Box --- - - -- -- -- -- -- - �• ou me o o_ „^I. tvt I Township 31,Range 22 , ELEVATION: 911.43 fit. »f [• A EA Y -- 92Denotes Television Box -Denotes Existing 0 Ft. Contour ' - -- - - - K aJJ / 'tin 1 OWNER: South line of the East Half of"v-sz smOWNER: FRANCES GEORGE BURQUE OWNER: -the Northeast Quarter of Section MAUREEN E BN' 911''- I PID.25-31-22-32-0001 FARRELL PROPERTIES LLC TIMOTHY P HARDERR �g PID:26-31-22-41-0002 26,Township 31,Range 22 PID:26-31-22-41-0001 I 3S90 Pheasant Ridge Drive NE, 2 (�Carlson Suite 100 1 hereby certify that this plan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: KCM Revisions: B L HOLDINGS, LLC •environmental Blaine,MN 55449 report was prepared by me or under my /y� n,p� 1.1/10/20 Per City Comments NADEAU ACRES direct supervision and that Iamadui signature: .Y'/�^w.#+serf/ ISSUE DATE: 12/06/19 7517 162nd Avenue NE Of McCain engineering Phone (763)489-7900 Licensed Land Surveyor under y Lino Lakes, Minnesota EXISTING CONDITIONS 13 •surveying Fax: (763)489-7959 the laws of the State of Minnesota Date: 12/06/19 License*: 40361 FILE NO: 2067 Columbus, MN 55025 www.to rl so n mcca I n.co m 0 r:voe.w 21-e440re44o-"aeea o=rran<^a<TauarvOvlorenmmeme44o e,�an.awa ---------- - __ --------------- -- - - ----------- _------comer of the____%� t---------_-- Northeast I North line th the East Half East Half of the Northeast I __of the Northeast Quarter of OWNER: Section 26,Township 31, Quarter of Section 26, JAMES R&KATHLEEN M NELSON Range 22 :26-31-22-11-0008 Township(cast iro n 31,Range 22 PID monument) NADEAU ACRES U-1 line of the East Half of the_- OWNER: wl Northeast Quarter of Section KRIS77NE R SWANSON TRUSTEE J 26,Township31,Ran 22 \�I PID:26-31-22-11-0004 lo,y� 9° ZONING:I R - - - - I-I N89°24'11"W - > °r° 1055.68olf n 262.00 W 1 11 as 1 659.7 �11 i 658.00 - F 0 UTLOT B �4 1 \\ R ' z PARCEL OESQN-770n z U w I I 0UTLOT A ) 1u Ov+NE�'v+EBEo°j0 I O Q''D 0.0 O Oof ZZ�tt�1/ I to OWNER: N That part of the East Half of the Northeast Quarter of Section 26,Township 31,Range 22,Anoka County,Minnesota,described as follows: Commencing at the w (.� J 1 _I _ � O M °Ey6'3/ N 6DSAN G&ETHAN A LAND Southeast comer of said East Half of the Northeast Quarter; thence North along the East line of said East Half of the Northeast Quarter,a distance of 941.14 feet to '-�° W 3 I ONpl0 •(j0 ono I PID:25-31-22-22-0011 the North line of the South 941.00 feet thereof,also being the point of beginning; thence westerly,along said North line of the South 941.00 feet thereof,a distance of jo E.L Y' a' t Imp EP J_ 865.13 feet to the West line of the East 865.00 feet of said East Half of the Northeast Quarter, thence southerly,along said westerly line,a distance of 196.03 feet to 1 n1 1 W<C $ \ t O �x�' mN o I the North line of the South 745.00 feet of said East Half of the Northeast Quarter; thence westerly,along said North line,a distance of 135.02 feet to the West line of I '� 1 V 2 •+ 6 s N I o the East 1000.00 feet of said East Half of the Northeast Quarter; thence souther) alongsaid West line,a distance of 495.07 feet to the North line of EAST BIRCH o: N 5 o v� 1 _ ADDITION,according to the recorded plat thereof,Anoka County,Minnesota; thence easterly,along said North line of EAST BIRCH ADDITION,a distance of 611.39 feet to ZyN �� I I 3 I 1 i7i xw,ew, '`N 0 N L_ the Northwest corner of Outlot A,said EAST BIRCH ADDITION; thence southerly,along the West line of said Outlot A,a distance of 190.00 feet to the southerly line of 3l', o°z i^ 2 4 yaI ,y pl said Outlot A; thence easterly,along said southerly line said Outlot A,a distance of 60.00 feet to the East line of said Outlot A; thence northerly,along said East line °SM o d �F pad of said Outlat A,a distance of 148.74 feet to the North line of the South 208.71 feet of said East Half of the Northeast Quarter, thence easterly,along said North line, m I U d .i L� 4'[- I I A 1 F- z°e° I 193 �WR"QP�titi I a distance of 120.02 feet to the West line of the East 208.71 feet of said East Half of the Northeast Quarter; thence northerly,along said West line,a distance of gN �o° L_ 1 r1 r1 L_ i 3 2 1 fists I. -L-� °31 M1 417.41 feet to the North line of the South 626.11 feet of said East Half of the Northeast Quarter; thence easterly,along said North line,a distance of 208.74 feet to Qp .-. ��2asaid East line of the East Half of the Northeast Quarter; the northerly,along said East line,a distance of 314.94 to said point of beginning. 5 �- ?F / RP h I Abstract Property) oA� 12 SEE SHEET S89°".01 '- >6000 ( D Y) V e'n'°I,a,193.A0 /� �--00 AND - _ / I� 1 _4 p0 R1;D OAX 1,.]N ' 50 N00°F23'0,8A I AI z Insurance Title Commitment File No.T19-10064.1,dated October 4,2019 at 8:00 A.M.prepared by Registered Abstracters,Inc.,as issuing agent for First American Title +,1 ' _ RF !< „� Inearanae company) 1 6 11 '� i is (� 0.l,. IC 658.00 -,i ✓ vn c. z r T That art of the East Half of the Northeast Quarter of Section 26 Township31 Range 22 Anoka Count Minnesota described as follows: Commencingat the W +sew mi 61�•�0 n P a O Southeast comer of said East Half of the Notheast Quarter; thence Northely,along the East line of said Northeast quarter,a distance of 1100.00 fee to the actual - I N89°24'11"W / I 2 d' - m 13 '� I I-' /' �'t}'� N point of beginning; thence westerly along a line parallel with the South line of said East Half of the Northeast Quarter,a distance of 610.00 feet; thence northerly, C 2 , Line parallel with the East X Line II lwth the South I ��o h I along a line parallel with the East line of said East Half of the Northeast Quarter,a distance of 220.00 feet; thence westerly along a line parallel with the South line -inav W \� _:Jive of the East Half of the /I.__Lie fat�Easl Half of the O� M1N f said East Half of the Northeast Quarter,a distance of 48.00 feet; thence northerly,along a line parallel with the East line of said East Half of the Northeast `" - w\` Northeast Quarter of Section / JI I A I Quarter,a distance of 345.00 feet; thence westerly,along a line parallel with the South line of said East Half of the Northeast quarter,a distance of 659.7 feet, �� 7 10 W 26,Township 31,Range 22 / Northeast Quarter of Section .r"i more or less,to the West line of said East Half of the Northeast Quarter', thence southerly,along said westerly line,a distance of 919.95 feet,more or less,to the 1101 O / 26,/Township 31,Range 22 [ ,�',y'3 North line of the South 745.00 feet of said East Half of the Northeast quarter, thence easterly,along said northerly line,a distance of 449.55 feet,to the West line oas a f31 14 -11OI'1 OWNER: / / j f, IQ� _ of the East 865.00 feet of said East Half of the Northeast Quarter, thence northerly,along said West line a distance of 196.03 feet,to the North line of the South woh olD) 3 4 N� JUL IE R MCNEELY/ / (� I- 941.00 feet of said East Half of the Northeast Quarter; thence easterly along said North line,a distance of 865.13 feet,to the East line of said East Half of the n N C4 O PID:26-31-22-14Jti002 // Line parallel with the South /,7 Northeast Quarter', thence northerly,along said East line,a distance of 158.86 feet to said point of beginning. m RED ��K 9 W N / / __line of the East Half of the ° Northeast Quarter of Section) AND L,A1�H' 15 x // SSg 2411"E i' 26,Township 31,Range 22 I W I PO,RSroQP Fy'pcCR \ That art of the Northeast Quarter of Section 26,Township 31,Range 22,Anoka Count Minnesota,described as follows: cis a xnw / <k D D 9 Y/ 4 a _ 610.00• �, I/1 ma xen \ A 3s�1 4 o � � 3 1 / Beginning at a point on the East line of and 1320.00 feet North of the Southeast corner of said Northeast Quarter thence North elan said East line 345.00 feet 1 n n 8 '> me r1 nm �� / Zz � thence West on a Ilna parallel with the South Ilne of sold Northeast Quarter 658.00 feat; thence South,parallel with sold East bne of the Northeast Quarter,345.00 /(716 `� // North ins of the South 941.0 " feet; thence East,parallel with said South line of the Northeast quarter,658.00 feet to the point of beginning,E%CEPT that part described as follows: I feet a th East Half of the 33 60 •+1 �.. , 1 I � / Northeas Quarter of Sectio Ina ti'-' �� 5 �v� /'F 26,Towns ip 31,Range 22 - Commencing at the Southeast corner of said Northeast Quarter; thence North or degrees re minutes ut seconds West,assumed bearing along the East line of said 7 �� / J 6 F� OWNER: - Northeast Quarter,1380.00minutes feet to the point t, beginning; thence continuing North 00 degrees ar minutes 08 seconds West,along said East line,inures feet; thence t A I I 7 / h C� MEGAN 1 SADSBUR / North 89 degrees 24 minutes 11 seconds West,parallel with the South line of said Northeast Quarter,262.00 lest; thence South 00 degrees 23 minutes 08 seconds t7lur j 2 1 N / 5 CA PID:25-31-22-23-0 5/ East,170.00 feet; thence South 31 degrees 05 minutes 22 seconds East,135.12 feet to the North line of the South 1380.00 feet as measured along said East line of zwN 17 /X // i - - the Northeast Quarter,thence South 89 degrees 24 minutes 11 seconds East,along said North line 193.00 feet to said point of beginning. O s M 6 '� T // / 865./ /� !' OWNER: 60 } MICHAEL P ONEIL �- a'� I / / 1 R PID:25-31-22-23-0 64I Nort line of the S h 745.00 8 II 3 I - ¢a 3 feet East If a the 4 O e� o Nor east w er of Sectl ^.I O OWNER: 2,Township 1,Range 22 \l1 oI 16 // // 2 __ I M M I ISAAC MPPERFVR j / 4 5 1 m _��_ ___P 7- _______ _ ____ ____ O PID:25-31-22-23- 3 6fNERAL NO)ER 1) Th.Feld work for this survey was completed on November 26,2019. <C 9 - OWNER: I W p _ 3 �� 1� RYAN J HOOGE �J - 2) Bearings shown are based on the East line of the East Half of the Northeast Ouarter of Section 26,Township 31,Range 22,Anoka County,Minnesota,which is assumed to bear 2 Q' L NOO°23'OB'W. (449.55-desc.) , / __ I I 2 a F_0- _ -- 449.50 ,-�if35.02=a / 1 �� °,,,,, 314.46 'R w"'"w' T��� West Ilne of the Ea 865.00 � ,.I u,na rNr / / _ I_f t of the East H the4�' �¢ \ z h OWNER: //FF�1 ) �i 10 LO PAUL EMMERIGH (]\./ Z S89°2411 E / / -� ortheast Quarter of Sec' ✓ / 'V orlh line of a South 626.1 tl} CONS7RUChON IN /I , 26,Township 3,Range 22 lI ()z z OWNER: / / I , feet a the rt Half of the_ _ .�- PID:25-3f-22-23- 61 (� SITE DATA O IERESE R HAWKENSON LOT E 3 Norlhea Quarter of Section - z 11 1 PID:26-31-22-14-0003// // 0 UT zs.To is 31,Range zz \\ r I r OWNER: V�O F J TOTAL SITE AREA f33.03 AC. EXISTING ZONING R N 6 11 BOULDER 60 N WETLAND AREA t0.65 AC. PROPOSED ZONING R-1 4 t �I331 coNmacnNCLL q UPLAND AREA ±32.38 AC. UTILITIES AVAILABLE 60 P10:25-31-22-23- 0 4 �� TOTAL ROW AREA f6.50 AC. SEE SHEET 5 ��208. 4 - - n 03y I'� c.s.A.H. sa t0.74 AC. MINIMUM RESIDENTIAL SETBACK DATA: / I I �O°S89°24 11"E um°�' 10 -L OWNER: / 12 Iry ISAAC FONES I INTERNAL ROW t5.76 AC. FRONT 30 FT. / / A 1 7) I I 1 A ^ -r 1 p `� PID:25-31-22-23- 5s I-_ TOTAL OUTLOT AREA t4.85 AC. SIDE GARAGE) 10 FT. IV 1\ 1 rl L_ /-1 �: I I (A I - - OUTLOT A t1.13 AC. SIDE (HOUSE) 10 FT. / wear ll a of the .71 U OUTLOT e t1s1 Ac. SIDE CORNER 30 FT. pQ 11 110 9 8 7 6 5 feet o the East Half of the , 1 OWNER: / Northe st Quart r of Section OWNER: ANDREA RENEE ZA ER I 60 OUTLOT C t0.0s AC. REAR SETBACK 30 FT. NICHOLAS J KUSCHKE PID:25-31-22-23- REAR SETBACK TO C.S.A.H. 54 40 FT. 26,To nship 31,Range 22 J c I OUTLOT D f0.45 AC. o� 1 13 PID:26-31-22-14-000q I o OUTLOT E ±1.22 AC. n -- ---- -------- -------- -------- ------10)0.00------- ------ ------------- ----------------,--- o d TOTAL UTILITY MISSION EASEMENT / _------ 3 TILT TRANS OUTLOT F to.3s AC. AREA OUTSIDE OF RIGHT OF WAYt1.69 AC. o I n o a 0' 9RdL TOTAL LOT AREA f 21.68 AC. / West line of the East 1000.00 I 41'II,LIANI 1,<]�1� �17 MICHAEL 23 7 WETLANDS t0.65 AC. V 14 I � pID:25-31-22 SMALLEST LOT t10,800 S.E. feet of the East Half of the no - e I ;&I \ LARGEST LOT 329,105 S.E. PUBLIC PARKS &OPEN SPACE N/A / Northeast Quarter of Section - o uth 208.71 �O 1 m I w° 26,Township 31,Range 22 I of the uoM / /� _ AVERAGE LOT 313,485 S.F. ARTERIAL ROW t0.74 AC. / D 9 I ` feet of th Half of,the o / 7 L Northeast Qu rter of Seciin --- _Z_____ i_I £ aI �56 TOTAL NUMBER OF LOTS 69 NET AREA t29.95 AC. 208.71--- I 4 N ,V 26,Towns ip 31,Range 22 I a 1 GROSS DENSITY 2.09 LOTS AC. 7 1 6 5 1 G� 3 2 11 I -L 3I / °�° '�y Total #Lots/Total Site / I� I ) r Ig3«z1 RH�9' NET DENSITY f2.30 LOTS/AC. 7 Northwest corn r of I �Ory Total #Lots/(Total Site less Arterial ROW, Wetlands, Utility Trans. Easement) ZONING: R North line of EAST Outlot A.EAST BIRCi 15 j wTNI p y - 1 i BIRCH ADDITI N ADDITION i O`NNENVU AO OODA 1 I _ n=-n T I 1 611.39 West line of Outlot A,_ JIq/ I S89o24'11"E EAST BIRCH ADDITION 1/�mme� I pt0:2 II PROPOSED L- I I I g w o `C - - - - DRAINAGE AND UTILITY N 120,02 I EASEMENTS ARE SHOWN THUS: OWIER: 1 ill "n a��e�k' Mo - --;- -=-Sss°z4'11"E I ZONING: R �° 0 3 I LEGEND AN KURTZ I OWNER: °� tir1' �oCA �� �� i _East line of Outlot A. I PID:26-31-22-14-0010 JOHN F&MARY J BRINKMAN om� r� -r EAST BIRCH ADDITION 5-y PID.26-31-22-14-0009 6� rnv a n nI I ® - Denotes Anoka County Section I 1 rl, �.J E-. �I OWNER: OWN : Monument, as noted I 11 QUO A I II-r-I/lA I � �o g ROBER SCHLUNDT I MARY F COFFEY S AND TRUSTEE ZONING: R I c PID:2fi-31-22-14-0 4 QII6 P/D:25-31-2 23-0002 - Denote s Found Iron Monument Denotes a--- i L nUUS89°24'11"E ,�O Z P'D:26-31-22-14-0 +-of Section 26ner of O _ Denotes Right of A cess inch per Doc. No.2122907.001 0 ey me of Outlot_%m L 22(East 31,Rorge c� I -Denotes Wetlands that were J L-----1__ ,�o•n k,,, / JEFFERY L WILSON the t Half of the rebar, marked with RLS 40361 Tow ship - L A,EAST BI�CR045 O DDl7fOR-- -- --_I --- $1 ` II/ it r 0 50 100 200 1 N hens a ___ ____ Southerly I' r _- __ __- _� Environmental 1t (v.s.n.f� i'iv. 3Y I j B"R.rl S i RED t 1 corner)-(cast on delineated by Kjolhaug Enviro being 5 feet in width,and adjoining side lot lines. _ monument) OWN R: Services Company in 2019 and 10 feet in width and adjoining right of way SCALE IN FEET awrvER: South line of the East Half of owNeR- -1 mFRANCES GE GE BURQUE lines and rear lot lines unless otherwise shown on ( ) FARRELL PROPERTIES LLC -the Northeast Quarter of Section I ,MMOAIHURyEEN E 8 I PID:25-31-2-32-0001 this plat. P10:26-3f-22-41-0002 26.Township 31,Range 22 PID 26-31-22 ORDER 1 3890 Pheasant Ridge Drive NE, 000 ��Carlson Suite 100 1 hereby certify that this plan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: KCM Revisions: BL HOLDINGS, LLC •environmental Blaine,MN 55449 reportwasprepareIbymeorundermy ma�yy// p��� 1.1/10/20 Per City Comments NADEAU ACRES direct supervision and that I am a duly Signature: �/G^'•'.�Y./ ISSUE DATE: 12/06/19 7517- 162nd Avenue NE Of McCain •englneering Phone (763)489-7900 Licensed Land Surveyor under Lino Lakes, Minnesota PRELIMINARY PLAT INDEX 13 •surveying Fax (763)489-7959 the laws of the State of Minnesota Date: 12/06/19 License*: 40361 FILE NO: 2067 Columbus, MN 55025 www.w rl so n mcca I n.co m o r:v°e 2r-e4aore44o-�aae°a°arran<aa<saua,""v1°renmm=me«o�m mae..awa Northeast corner of the East-- - LEGEND of if th 2Northea Township Qu3rter I - \\I N O - Denotes Anoka County Section o -Denotes Right of Access Rfaansge 22 I I OWNER: I Monument, as noted per Doc. No. 2122907.001 (cast Iron monument) JAMES R&KATHLEEN M NELSON OWNER: • - Denotes Found Iron Monument - I I Line parallel with the South line of the PID:26-31-22-11-0008 KRISTINE R SWNER: TRUSTEE 1=,u.1 -Denotes Wetlands that were --East Half of the Northeast Quarter of ' delineated by Kjolhau Environmental - PID:26-31-22-i1-0004 O - Denotes 5/8 inch b S inch I I ' Section 26,Township 31,Range 22 N89°24'11^W I rebar, marked with by 40361 Services Company in 2019 1/2 Mph nonr -- 659.7 1055.68 _-- _ 65s.00 f2�N'a I _ La1Mq Flaf 530.5 30.0 30.0 465.2 -- - - . ' 35 i 0 UTLOT B ro 30 30 ht II \11 \I 26200 3\I I 1 33 I 0 25 50 100 3a69d,948 q.ft. w Drainage Utility E-ement _ 135.4 OUTLOT A _ I° ) I I (over all of Outlet e w I t49,206 ft. I g56 22.6 112.7 Z o I 98.3 Drainage and Utility Easement I (SCALE IN FEET) ------ o ta< - (Over all of Outlot A) OD LJ ___ --� m 2- 1 L �U_it_asem rent u u �` ' ei p I° o ¢8 d el _-N-��� 84.9 69.8 /' f 00 OWNER: P/D:26-31-22-11-0010 I I o T 1 103 \10 I I m ri m N 1 �-t� I O; GEOFFREY L WESER ' i / i 33 33 314,151 sq.ft. ^ I I n 1 r- w F' t12266 s k. I C ^ \ �1 n L_ i \ o\om q• I Ej�, o�.eml 1 -\ \ I wq �I 1 1 1 129.7i N hm I by / \\ ,8L -�. - / oio� j 5 �� 80.0 49.7 O 1 em N - - - oI \�o _�-� I I h b. ' 311,136 Sq.n. m ,' r r---, G�P L - , 73s sq.ft. F� / o o N1 q11010�----- J r"s _ L-------Jh .ft. _ aei'a6 < \\\s u / \010\ -- 23.5 65.6 30 �. a4 oI \ \ 008.6 - ±12,074 sq.ft.an eoj' \ V�72.5 0 1 a, omri 4 Nl q fNl c'c^ I // \\\ 311.299 sq.ft. \ / �,s6i I.A _ 101.5 _ 884�\ \'\ -1 J 1� 10>, ¢8 \JQ+� 149 j' 92.5 9.11 _ \J ±12,090 s ft. a oa I sEm I \ \S O 50 \°s 9• o_ ,2 j / \ '0 \0.6 \ �±11,451 s ft. 310,850 sq.ft. \ I aN _ - I7 \ \ so, ozs \ /,LI 33 60 // \ ±12,569 sq.ft. \ / 30 30 _?5 j o 538 J -6- _-J L-----J ------ Rs,2s,e S89°24'11"E 192.99 / � - I^� 67.9 113. 80.0 121.1 1/2 Incn Iron /f z i^a lam^ 12 a g 2g roo \ 13 313,262 Sq,ft �I / o 8.3 RED OAK LANE I \ ti ml 1 R�_ 250. �_ - - - 1 n n Cp RED nn I A,,c w ro o aozs / o ham✓ vn{< L.nl L i:13,401 sq.ft. J ro -!----- - 6 / 135.o z I 0.L C // s I//o 130.0�% coo -I- - 313,509 sq.ft. / 9 L--------- -L 35.0 1\ t4,043 sq.ft. 54,g i658.00 _ s O /n' 314,279 sq.ft. w 20 f/2 Mdr Iron Line �1- m O O / d r- .-98.0D ' RLs 5332 / m / o Parallel with the South line of the / ,/ f/2I^w rro^ a \\1 $8.0 00 / �/� / m n --East Half of the Northeast Quarter of / N89°24�11"W 40 l---- --_ / 2r L / 6= 1 0 h`Y Section 26,Township 31,Range 22 i10,883 sq.ft. w d / 33 60 / a\ F fol E� ±11,737 sq.ft. // // I Z � � ____ 143.6 J W / wo I I1 7 ° m - 1 I r---------- v w JULIE R MCNEELY c I a '-- ' n 311,836 q.ft. - -------- 0 00 o PID:26-31-22-14-0002 O I e T ei 30 30 'al of 14 ° to ON 000 m L-`--- 157.a _J m $ /' i I - rn 40 <. ±11,486 3 ft. q N o - I I L-- J W 3 g �1 3 N$ / - - - -----------�I m / 150.0 - 11,557 sq.ft.I W 1 ig3,8 * Line arallel with the East line rt the \ o o r L----------*-J --East Holf of the Northeast Quarter of 'a RED OAK LANE 'a a --- _ -30 30 20 l Section 26,Township 31,Range 22 o o o ------ r 9 i aJ.�9.6 134 9 / 180.0 om Iro t12,582 aq.ft. m mr 9.2�- �L ------==J a� ---- m ZwH a 1 "' 1 .:-Drainage and 3 i M _ _UtiIity_Easement_ Lo J` of I ( 15 0l Im I F o\ ,/ / Line parallel with the South line of the I ?,�ogN�c4, ra o O¢e I W 157.1 0 \ l o N I o o\ / ,/ --East Half of the Northeast Quarter of 3. ; z -- n t12,158 sq.ft. I S89°24'11"E 1 � aY N tan I - 30a ''nl 4 m / / i Section 26,Township 31,Range 22 33 60 t C� So I "tea \35 r ,N I __ ter` i --1------- 111,968 sq.ft. 30l p f/2Mu,Iro^ / / 610.00 I f 'tom o°t r e... > 0 1 /2 I^tl�Iron s _ 0o I v« I ------ -o �1 9 J °1 aa.o m 1 /1as.o 5. 183.4 126.3 F- =ifo I I v f r \ 3a._ - - y 1 / �� ------- -------� --- 60 0 z p _ - - -- 3«n o165.3__\� `----- -r1 1 \ _ t15.121 sq.ft.5 x wl I° 212,179 sq.ft. 1 r A 1> 30 �o°� I I N I 1 lol --_'- 1 / `� / t�'YgyJ`o �1 \\\ to \\ ITI - -- ____---- J 16 A \ / soa \\ o so - a / o\ \. N / � I W I F` ---155.1 _-_ -J 30 zl 30 t11,233 sq.ft. 1 o rnl 5 °oa/ North line of the South\ \oy �/ / F I e N a t m ,1 tJ \ \ 6 L1'1 A I V 1 -J t15.571 sq.ft. °e --__ / \ ' 941.0I feet of the East t16,660 sq.ft. Lj m \ \ 1 1 1 q' o / ' \ -Ralf of the Northeast \ \ q / I OWNER: 'e°\o (� V� 134.7 _- R`/ a 9/,I„ / \ / O ,a �n '+ N 1 1 -1 1 p/ a Quarter of Section 26, \ \ / I y MEGAN M SADSBURY Townshi 31,Range 22 \ PID:25-31-22-23-0065 v L `a P 9 \ o E n l \ _ 30- / 4.9 _--- / 322,407 sq.ft. m m o o r3 1 x / I \ az.o / v°i I ymM Fr o pin /\ J\ ±11,631 sq.ft. -, p 30 -_ rl J/ py� / oW° / \ \\ \ \ I W u�9 _ -1 1 5 _ 1 E z° ±12,814 sq.fcm / j \ j J\ --1 0l 1 - \ y/ 3oBe�°� / { a\ \ q. \ \ /o -k-- _-_- ry / yy.z� / \ \ \ ±18,038 a ft. Y' ,/ / \\m Z q - - - c"sd /'P i ieo' _ - 1 1 1/ 1 I,g o\ / d`tp° N - z°ao° t11,325 sq.ft. \.� 1r r qo `J /' 7 \ \ \\ /a - - - - OE PEON F� -_ 386 - NOp\p / / \ \ 0. L / / �1 - I MICHA DLL - i / O \ x I PID:25-31-22-23-0064 �=___ _ � ____o ______ ______ ____ f// \--- 865.00 __________ +s_ ________-______________ __ _ � C, ±15.388 sq.ft 1 1 r- - �� - S / /______________________/1_ __ \ \�..1 FO�_ _{__� __�_ _ t- °E��� f1 C �w 8 I t20,424 sq.ft. R`608 o"6 / \ 1sq.ft. \ II 6p0,.- \ - q' / 2,11 .�. / °t ter h I/\ \?�/ _ I t13,366 sq.ft. 50 9 / \ \ / t \d.°'Lq' > i X, \ \eo 313.000 sq.ft. // / \ \\ eo9 \I- If1 \m oi l / \ a / \ \ / / \\c to e�c cqI / \ / m / \ ov 152 4 O OWNER: - PID:25-3/-22-23-0063 p oo jl`Q / / '! /�.rp \ / , , 0 \ of \,r M M I,21-1-22-2URTH \ \ /m / 1(J �-� O•� / / F'5 ' / \ X 'l' I '1 N / I I \ / 315,991 sq.ft. J'O / �\/ 'b J / / G O / n o' ry \ / r O L} l ±17,579 sq.ft. \\ \ / / I // ,o° y? i. // \ �\i , 313.040 sq.ft. / / \ ';y°q 70\ / a:/" h�/oi h I Z ±16.556 sq.ft. I \ \v / / / �� / \i9 \' ' / \ F \ / w h`1'% v >., �Ja 6?i\\ j� ,/ \\ ry0 1`f0 �O\ ry� // 316.646 sq.ft. to I PID:RAN J HODGES L- ---- 3890 Pheasant Ridge Drive N E, y P P BL HOLDINGS LLC ^\ 4 Carlson Suite 100 1 hereb certi that this Ian,specification Print Name: Thomas R.Balluff,L S. DRAWN BY: KCM Revisions: Y NADEAU ACRES •environmental Blaine,MN 55449 report was prepared by me or under my /y� 1.1/10/20 Per City Comments C I direct supervision and that T am a duly Signature: -'f'/G^w ISSUE DATE: 12/06/19 7517 162nd Avenue NE Of �MeCain engineering Phone lsonmc89-7900 censedLandSurveyorunder y Lino Lakes, Minnesota PRELIMINARY PLAT 13 •surveying Fax: (763)489-7969 the laws of the State of Minnesota Date: 12/06/19 License#: 40361 FILE NO: 2067 Columbus, MN 55025 www.ca rl so n mcca n.co m 01 f:v--21-e°°0fe440--de°°p=rren<m<sau°,°pvlprd-h,vle<m­-g 1 // /•\,"a a q ft.-� \\\\\\? \\\\\\\`' //on°!�/_/ room II 0°/6yo/\iO/jv°/\/.��Q?�A/.°/�o°//5/•N//y;11 C O//y/ ' / 1 \tw IN L- --__-7 -_-__JI IOM1 oMOD ISAAOWNER: C IMPPERF URTH1p -31-22-23-006 3 I , . sq.ft 0 . Zti - - - - - - - 4 t17.579 sq.f tlssss II II J N�/ / eo\ \!) \ � \•�/ \ * 6 g I PID 25-31-22-23- 1 14! / {/ B\ / / \r j ry9 1`60 \\ ^a'/ / 16 64 s.ft OWNER: / 1 \ rT z, \ n 3 \� �� / I RYAN J HODGES L--------- // / /// \ ` \ tl4sas aq.ft. DDs Drains _-- 449.55-desc. t11,725 sq.k. /^ \I I ge and_ C ) / \\ , utility Easement `\ 449.50 // - I i 34.6 I 89.E 90.3 / 135.02 \ RLs 3960 314.48 1/2 mM Nan / \ I / / Bow. \ \ � \\ \Y .\ i// ^ \ J I/2 mm Nal I L.yM9 Flaf / / / s // / \ 3\ / O� � S89°24'11"E I / / \ / 2 .\ OWNER: I North line of the South 745.00 feet of I / // / s \ ' / / / / \ / \Goo 10 PAUL EMMERICH I / / / \I / / ±11,187 sq.ft. / \ 6 / O JO / 6/ \/ \if o rTi CONSTRUCTION INC the East Half of the Northeast Quarter-- t29,105 s ft. q' of Section 26,Township 31,Range 22 / , / / ti/ / •\ \\ /\ ,/ \2j \Po Q,' PID:25-31-22-23-0061 OWNER: r / OUTLOT E 'J 2 _ _ _ _ _ _ _ _ I l ERESE R HAWKENSON , / O \ / / \ PID:26-31-22-14-003 / /, 2S / 353,084 q.ft. \ / / / \ \ \ 11 \ \\ / Drainage and Utility Easement ` q\ ±10,859 sq.ft. Over all of Outlot E) R2\ oi14,562 sq.ft. \ / I I \/ / •� \ 'b0 \ 60 60 OWNER: < BOULDER CONIRAC7ING LLC 'O • %9 11 i' �� \ PID:25-31-22-23-0060 4 a �---- ------ � - t15.490 sq.ft '\ \\ a�osy\ ,9� \ 148.7 So.o a3a2 I 84.$ I I \/ / \ \ .0208.74 R.\ � \i' i moo. ,/2 man I - I ------ 1 - 1 r ; \\I m S89°24'11"E /2 1 216.1 '\ - - -_--\ -- N North line of the South 6m 2n6.N 1o1/ f80.0 I 85.0 85.0 a __feet of the East Half the II OWNER:-----Y ------- 80.0 � . 12 n Northeast QuorterofSecion ISAACF - ±13.131 q.ft. 1 33 1 60 P0:25-31-22-2 3-0059 1010 ,Township 31, I 1 1) 1 1 r- A T iP 25 ('\ I I -7T C_ �; \ --- ------ 208.71 --------�-- - _ _ I I 1 o v L-----_ West line of the East of 8.71 o theI I-- / NI 110 Northeast Quartefeet of the East r ofSee ion I I o C� 1 / w ±12.489 sq.H. ±11,400 soft. ' mwl� of of 1 _ o U n 9 n 8 o- M 7 'n 6 5 I I G• �� 26,Township 31,Range 22 az.s N J o np /_-- � i aa.o f ±10.800 sq.ft.g^ t11,475 sq.ft o�� 311,475 sq.ft. M 310,800 sq.k. 312,605 sq.ft. I N__-[7--- vl 1 l q I ANDREAORENEE ZACHER NN •� \. 1 -�_ y f 3 � OWNER: J a -- ----- O I PID:25-31-22-23-0058 a' ±12,676 aq.ft. NICHOLAS J KUSCHKE / I / °per ,/ '' eo.o I aso ~ aso eoo ,as.s a 0 PID.-26-31-22-14-0007 I V) 1 1010 �_ _-_ _-___ _-_-_ _-_-_- 30 M 30 M ______L__ 1000.00 ____________1_ ______ ____ �_____ _ J____________i_� �_____________�__ _� r r______________r `� 17 1 J L-----�J L------J L---- 7. - / r--- ________ -' 82.0 180.0 80.0 I 85.0 85.0 80.0 88.1 q°j' ��- --J L------J L------ b "R=6.0 25 1 _ j10. 130.5 o I y I ______ OWNER: West line of the East 1000.00 feet of M I W1LLIAM ; 579.6 LANE M I, ^/a"A• r- ±_Drainage and 3 I �N� C SALCH�57 _ - _ _�_-_-_ _ 9 I S°m I MICHAEL the East Half of the Northeast Quarter--_�` T-- - - ------- - - _ _ _ o ' Utility Easement 25 ei �o I i I .0 37_22-23- Y/ I of Section 26,Township 31,Range 22 0 1 I M•/ y i 1 PID. 5' 14 820 82.0 62. 86_2 86.2 B0.6 �oO ^ f,6 8 1 aq.ft. Z r-- c __-J L-----� _- _ 1010E------- - 45.4 /BO,p 20.2 e - i--- / �---1 --I---- aaz ---rt�?- ao.a evo I I I I I I 1I II oa i1 6 ''-II I 5 ; I31 4sq.k I pyl Ct3 �I aIl •I � 2,494 2 11 1 \\\\\,2 t11.895".ft. 1.887 sq.k. o . t11,682 aq.ft. 311.1 aq.ft. ?_ JII/25 pp' 1 1 91 ±12,494 .ft. ql a15 3Lryy�� ryti I I I \ t22.087 q.ft. Nnl / ry5' 1 Dralnage -F. 1 r " I f I 1 Easemellnty, 7 y 33 i 60 p\0 L 10 10 \ I I L------J -i----J L-----i-J L------� L-- J L---- -- --Drainage i and Utility Easement-',n J I W\\ \ Ng0.'UNOj Ok I 1 82.0 i 82.0 82.0 i 86.2 n 86.2 80.6 L 73.4 -J 38.9 O \ pOgE3522�\�� I I 33 33 - 1/2 Mdr Irm I I 611.39 1/2 In v North line of EAST \ P1D 1 I 1 BIRCH ADDITION Northwest corner of Outlot / \I 25'r-A C-T I I A,EAST BIRCH ADDITION - rr I I I I 1/2 120.02 O N $89°24 11 E \\I I North line of the South 1 Half of the Northeast O nN3 a M h` 208.71 feet f the East n _East line of Outlot A, I� 0 O O +I' EAST BIRCH ADDITION Quarter of Section 26 Oo- ' 1 Township 31,Range 22 I ANDOW R: i OWNER: OWNER: O rn^ 0 I I PID:26-31-22-14-0010 I J PID 26-31A22 RY Ji BRI009AN I PID:2B--31 22-I4-0008 G BELL N v 17 oat A 1�• I I 1 I OWNER: I I EAST We 11;o ADDITION O l OWNER: I MAR PID:25F3lr22--23D0002STEE IJ _ O 1� ROBER SCHLUNDT I I r1UUl 1 IVI V �� Z OWNER: i I PID:26-31-22-14-004 1 I I A 1"\1'11TI/lAI JEFFERy L W14-0 I I I P/D:26-31-22-14-0005 I I 1 I I I/2 - - - - - - - - - - - � 60.00 Southerly line of Outlot ' S89°24'11"E 33 33 A,EAST BIRCH ADDITION 1 I I I I J I I M M \\1\ 1 l M 0 25 50 100 -_-_ 1 \\ I (SCALE IN FEET) ,M., M 'r�C A� \ South line of the East Half of Southeast corner of the East Half-the Northeast Quarter of Section n ,� p,p rs �.r n of the Northeast Quarter of Section- 26,Township 31,Range 22 Oln vfl Jcl�Gr�f 26,Township 31,Range 22(East - - - - - _ - - Quorter c er)(Cast iron monument) 1 LEGEND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - I OWNER: 0 -Denotes Anoka County Section orn I I PDN25S GE RGE 32 0001E Monument, as noted OWNER: OWNER: • -Denotes Found Iron Monument PADR26L31R22E41-0002 MAUI PITIMOTHY E22HARDER 0001 O -Denotes 5/8 inch by 14 inch reb or, marked with RLS 40361 I 3890 Pheasant Ridge Drive NE, (�Carlson Suite 100 1 hereby Certify that this plan,specification Print Name: Thomas R.Balluff,LS. DRAWN BY: KCM Revisions: B L HOLDINGS, LLC •environmental Blaine,MN 55449 report was prepared by me or under my /y� p��� 1,1110/20PerCityComments NADEAU ACRES direct supervision and that Iamadul Signature: -'f'/G^w.��+6C/ ISSUE DATE: 12/06/19 7517 162nd Avenue NE Of McCain engineering Phone 3)489-795900 LlcensedLandSurveyorunder y Lino Lakes, Minnesota PRELIMINARY PLAT 13 •surveying Fax: Tiscrmccal .c the laws of the State of Minnesota Date: 12/06/19 License*: 40361 FILE NO: 2067 Columbus, MN 55025 www.t'a rl so n mcca I n.co m o f:voe.�s4z1-e4ao�s44o-�aaeaa Darren<aa<savarvev,o�enmmame«o�m.awa I II� � I _IL II G I � - - - - - - I ' I I I I I I I - - I L N89°24'11"W — — 1055.68 I �I OUTLOT B _ OUTLOT A E Co n �� o-� ` 1 ¢ 6 o XOE°"oN 2 x 3 5 24, 4 J 17 LANE ri ri L i 3 2 S �P� I 2 S 193400E p 12 ---�60.00 — _ — — 6 01 w 1 RED OAK LANE /' ' OO'23osw 11 ' '� N w 610.00 13 6 N89°24'n"W I 2 w S� 7 10 w oa / 14 3 p�. � 3 4 IRED OAK g ' �11 / / \ LANE 15 x /' S$924'11"E 4 n1 1 Z 610.00 - 1 0 8 OUTLOT C C w 16 i 5 2 5 7 � n I �' � 1 / / 5 6 7 17 6 4 r l 18 /' /' 2 n - 3 4 5 ' e. _. / / 4�'t?q� 3 �N4 9 F il� // 2 j S89�244"E / / 1l y� 10 iii O OUTLOT D 4 11 o ' 20874 12 S89°24'11"E - i �g 11 10 9 8 7 6 5 13 _ oa _ /i / 3 WILLIAM COURT n 14 7 6 5 4i� 3 2 / L — /' 611.39 (582.09-desc.) « N S89°24'11"E w- — /' / L � 1200°.002li�'v/:7 (22—d og 924'11"eEc.) / o — — — — — — —__ __ __ -- -- --- S89°24'n"E 60.00 —�— — — T— — — — — — — — Iv v. ° 'i 6I�i'i.�i _T 0 60 120 240 (SCALE IN FEET) i I 3890 Pheasant Ridge Drive NE, (�Carlson Suite 100 1 hereby certify that this plan,Speciflcation Print Name: DRAWN BY: C# Revisions: B L HOLDINGS, LLC •environmental Blaine,MN 55449 report was prepared by me or under my 1. Revisetllayout0l/10/2020 NADEAU ACRES direct supervision and that I am a duly Signature: ISSUE DATE: 12/06/19 7517 162nd Avenue NE 0f McCain engineering Phone (763)489-7900 Llcensed Land Surveyor under Lino Lakes, Minnesota GHOST PLAT 13 •surveying Fax: (763)489-7959 the laws of the State of Minnesota Date: License#: FILE NO: XXX Columbus, MN 55025 www.ca rl so n mcca I n.co m o fzv--21 —0\8440-�aaea�o=rren<aa<3auarvwlo,enmmarv�9n�,oi�.awg I SITE PLAN LEGEND EXISTING PROPOSED F$ ! �� I / ----------------_ LIGHT POLE SANITARY MANHOLE r -_- - _ - - urT STAnON _w-.�,:_-�-__NfAt'R4�usNA'4EN♦+GcE acc. ___ _ __--_- ! coNma ___________- o___. - I IE 883.0-8'N WETLAND ccc3s- �a•auner caNma_______ SIRUCIURE OUTLOT B _ 'r•-�-- i I jj k L MISCELLANEOUS SIGN -a- IE 885.51-10 S A �1� OUTLOT A (STRUCTURE III j� fi EXISTING SPOT ELEVATION „woo.o jwlE 882.83-1 'W ' POND 2 POND j ( - EXISTING TREE 6 �•' TELEVISION BOX �s I o_ / II I� I 3 IE 902.68-6LS yI ,/ „/• -_ FIRE HYDRANT ` ��., / 5 J }i I_.1-yam -J7"-------- GATE VALVE D4 N 4 IE 886.15-10 W O '� 1i 91275 / I 10'N �IE \ l / /• Ili IE 886.73 I� ,\q 3 '� I• ��^ �i•I i• CLEANOUT `o° • 2 R 9 1.7 1�� + /r ELECTRIC BOX ❑ IIE 913.57-10'E, p m % _ ;� IE 913.70-4' / L'� GAS METER o 20'R of \ VACK/aORE tfi"STEEL `{n n (CONNECT To M 16' ! S � / 9NG Fqt 8•WA N 1`,Ia ;z wN W/B•x16'WET TAd / // /!L 1 I}� IE 900.27 A aN `' 00 CON0.SIDE _a v J '�I 0W -- CATCH BASIN ®ar® ®ar 6 / i o. / 2 ) IN 1 •p 'nE �L\ nm__'-1� -I- J-I GIs s'°7.. ----->-_-'--'-_'_->__-'__ RAIN GUARDIAN `IRG ep`�-o,ti it % --- --- -'- ! i €________ LANE I / 1_--I__-_�___--__-_I -_� RG ' - ELECTRIC METER O I _ RE 913.80 ED II I IE 887.42 w i I B T TELEPHONE BOX ❑ IE 887,32 11 13 R 1 .7 /• /' TYP/ -I I UTILITY POLE 1 ,r CtlY1 SAN TO E% 51, IE 902.61 J�905.58• 1D sAN.S.STUB 0 IE 902.51 ,' / 1i IE tB1as(FlDD IF{`pV /JFCK/BORE 10'SlEF1 FLARED END SECTION 7 i Rfi�O 10 m11 I.O / •/i•/•jJNG FOR 10•sAN y_a I1gM nn i32' IE 886.D-10"W aYl IIJIA I,1 D' 2 . �• ( I 11 A 111 ' TIE 887.90-10'N Fi z / H _ STORM MANHOLE O I IE 887.61-10 14 saw \ 3 , • -- I' r < SERVICE s 130'SIDE S-e •� SETBACK DNE J ------- O / Ril -1 ---- _ Ii III, !.R !\ • SOIL BORING/TEST HOLE B - \ EXI "G HOUSE M i i YS• ___ i z>N ` BE RELOCATED IO ,'/•/ /' `J �`1 -^? RETAINING WALL { 10,PVC SAN M w I'-� 9 LOT 5 BLOCK A STUB RE 919.30 �\ /• z WATERMAIN II- - II- IE 88g.49 i 1 cJ IE 905.40 \ 1 1 `\4 ♦\ %/./•z _ 41 139'scK IE 905.0 - 11�'\ a SANITARY SEWER -----♦-----♦----�- -> >-♦- I -�g'"tl�E :a' OUTLO 'D. yP j e-e 8 O \ ---- STORM SEWER PROPERTY LINE -♦���� ♦�♦�♦� I s 1 11 R\o\ m 11. 16 11 \f„.\ *\ \` \ 6 - SETBACK LINE h o� 7 _ ---------------------------- 7 '• � CURB ♦ 60R o .j3 __r_ __f- � • WETLAND , _ / I \ /• 5 �� \\� � DITCH ! � \ W \ 17_ 11 1� \L/' /' // --/ \\� 7- •( W r ---� UNDERGROUND TELEPHONE _ \ I eac fial 11 ---- ----- -�- - -� I I I- UNDERGROUND ELECTRIC \ 902.99 E 920.20 4 f es%p R 925 UNDERGROUND GAS -•-•-•-•-•- \ € IE 906.30 1 4' so•R IE 913.07 L 6 I IE 906.20 .' ' '\ fi0'R I, RAW I 8 I UNDERGROUND FIBEROPTIC -----^-^--- % FENCE 3 - g 18 /&��, / ao 2 % OVERHEAD ELECTRIC -^-^-^ 4 smu �\\ E 917.10 9 f -- li Si 20'Rpd' /'�- j J CONCRETE SURFACE � v I I r .- -- ___-___ _A BITUMINOUS SURFACE -I ; iI /• • \� \ a _ ________a r------- ----_ I I I I L ex!. o . o+s 2NE 'F L ECNENT F RaND ivy. e ' 11 W _, B ` ----- `'�;'tFv`�v �� ! ! eT -6UTLOT E 3 ° _ 1E 9oe.0z-SE �'' j fr \\• IE 911.14-NE M1 IE 907.9-NW ie e08:3e12 I _ 10 9 8 7 so'R 6 �:,' Al 13� \ TYP_) x•f1tONT s_Ere61 uNE f, - _ -_-_ _ _._.-- ._.IE 908.99 NI I /o Z IE 908.89 I� �1 ! oy/ ,aoca . .. bi, d.;a.1W A I ,R `�� sTa,W pSTO SEWS -- d'mR/W I ---_ _ IE o/ i E 918L97 ------------- -'----- r-R f sETeAce Ti---HE 910.57---- -----�. o a i �E 909.45 -------- 1 1 /' SINGLE FAMILYI I / / 80' MIN. WIDE LOT N IE 911.07 IE 91 .47 11 / 7 6 5 4 3 2 15 / 1 r / 30'REAR SETBACK I I I _ I 7 SIDE YARD SETBACKS ! I l e GARAGE: 10 FT. BLDG PAD HOUSE: 10 FT. CORNER: 30 FT. I I I l i I 0 50 100 200 (IN FEET) 30'FRONT SETBACK L-_JL__J R/W _ .}^ IB"STEEL _ I______ __ ----i- ® J+ I -- \„-----j ,/- cB"¢y'TEkuAIN },�i TYPICAL SERVICES SHALL BE: ---- -�-�� -J�_ -{f \•\ B l~ daSN RCS- - ��'�'-,-[Vlo m - WATER: 1"TYPE K COPPER _ _ __ I-"�• IL _ SEWER: 4"PVC SCH.40 BENCHMARKS ( \-------------- \ \ --L f/ p�,� 1e 1 D R/W Department oTransportation -__-__-__-__-__-__-__-__-_ me. 0282 ) --- ------------------'-------1------'-------- CURB STOP TO BE PLACED 6 BEYOND _ ----- ---"----- - tM GSIDeStotion 92399 Na S--I --I ELEVATION: 931.46 ft. ----Ia-----------------------------------I-- -------"------I- ---- ----I- - --- -,. � 2Minnesota De t CONNECT ld IX.18•NL •„�, par ment of Transportation GSID Station 92394 Name: 0282 N W/B•xle•WEr TAP a e• - 1 ( ) GV.k Box. I ELEVATION: 911.43 ft. I I pI 3890 Pheasant Ridge Drive NE,Suite 100 I hereby certify that this Ian,specification Print Name: Brian].Krystofiak,P.E. Drawn: 7]O Revisions: BL HOLDINGS, LLC 7 Carlson y " p p 1/1D/2DPerGityGDmmens NADEAU ACRES PRELIMINARY SITE & •environmental Blaine,MN 55449 or report was prepared by me or under my ,,// • I•engineering Phone: (763)489-7900 direct supervision and that I am a duly Signature: , Designed: B]K 7517 162nd Avenue NE Of McCain surveying Fax: (763)489-7959 tensed Professional Engineer under Lino Lakes, Minnesota UTILITY PLAN 13 ww.carlson.ccain.com the laws of the State of Minnesota Date: 12/6/19 License#:25063 Date: 12/6/19 Columbus, M N 55025 or:Vpes�saz!-eaao�saag-nadeao p..I\.dc \enyl dwg LEGEND EXISTING PROPOSED PROPERTY LINE ------ EASEMENT LINE ___________ ___________ cuRe LINE aaE -- a BITUMINOUS sm a. CONCRETE [ aNd -:1_'_ 0 \ „ xioD ra i7:-s Sm''-•-•I / /j / /II alp' _ SAS WATER EM ER --'� -i- o— _ / TORM S APRO T _ / J \' / Il DENOTES INLET _I itW NIRN '- 10 Im / •O6•• z`%� ___.�__� a 1 A+ / / I; I OVERHEAD UTILITY ------ anxre STORM CATCH BASIN610 m WO(2) STORM MANHOLE 21 'I o ems."s a�_ 'I�I _ o WO(2) 104''•� S}� -_- ___ / / L i,I� t �x/' _ OUTLET CONTROL STRUCTURE 0 9 /% i \ OL - s •::: y .. ... .....� f' / F-J 7 r T MANHOLE O HYDRANT TP ux ,rr I i"I ' I /`I' I GATE VALVE oa I I of / ��'a �u �•+ / �;� l wo TELEVISION Box o TELEPHONE 0 \ 111 __ UTILITY�-$ POLE ❑O } I ` I RETAINING WALL ...... _ ._- -_L FENCE 1126 `� i of s.� �_;,_ 3 0 AN• ED __ NTOUR .-.- 112 / a ' �.L' _ _. 10, 0 FLOOD -—_ I � ` I o rY- t. 1 ��Q >o� �ti N /__- /6tzL -- E FE LAIN _ s w _ I 1 a' _-i //@+(/ I G1flUmI0N s Y -- MA 126 WETLAND LINE i00.0 -� / _ 2 1 3 ro„�.V / /�i� "aANcc-- _ sPor ELEVATION 1 / \ IX.RousE n//eE ! ./�.�� �/ i E.O.F. i �Ih \ mom To Lo7 toe. � I \ I �I EMERGENCY OVERFLOW �� SILT FENCE 000.0 ............. (STANDARD DTL#2001) ••••• •••••- ' II _ _ ----L_ TREE FENCE -- J TREELINE vv w v J j z✓v.c N o / ___ J a iN�`_I \ ( , / % / as<.e>`-�--- ,Fo T— I. —;a $ / _ ^; _ _ \I aye\� /i'' r,\ 1I SOIL BORING �• aR TH re5 —i - .�_.gn 121 -1 = _ Y ' — ,• y' —�-- , ------ —,a NOTES 2• I I �� ', I c_ 9 :Non mt ,4, R LI E Ex Da wAY s 1. ALTERNATE STREET SECTION TO BE USED I+ --- -- - P'FY--- 'I G•. '�s./ sr°s 14 I I cuuhxT ON ALL STREETS (SEE DETAIL ON SHEET 12) 120 2.ENTIRE SITE TO BE GRADED WITH PHASE I. BEET 9 III ,I ,6 N '- � �� .1,3, �-N p ,\\,>c - � , � 1�,38` I`n ` "� I/1--- —�• I I�� I�' WETLAND SUMMARY — II --- I— � y/; // r III WETLAND FILL = 30,990 SF (0.71 AC.) SHEET 9 ` , �_, „6 = s / - of � 1 tpnP_,`ET 10 / �� ,�, , {� NOTE: III �� WETLAND REPLACEMENT CREDITS TO BE SHEET 1 :.yeaa:+l+ � �-' II / � ,-9 ---- �p ' ^ °,�,� J / � A . -�-�c + , °I I PURCHASED IN LIEU OF ONSITE REPLACEMENT > � I RE AI NG WALL / � � r'e o�2J c ` \� / P � RENOYS IX.DRI4£1YAY xE // RETAINING WA / \\• "��16 \ ����w Y &CUL6fRT , ��, vie I I NRXWe,D.BtJ.B s14 FLOODPLAIN / LOCATED ON SITE / ------ ( MA OR RC I° ' ---- 'ss L:T � FE WD �� Bias 16 161 /WO WO RETNNING WALL g o era's gtg.o g,g.o n I/ (BY BUILDER) / .i ao WQ o WQ\ �'W LO gR i - g z ,g c �I I I I _ __cxi I, I PUNNING WALL IENPgtARY/ R` __ CUL-DE-S C 1- , �s slio I- 1 R R III R/ R R R 15011 / 4 g g/ ICI a R �` I I % I,as 155 �gig54 li 1 g153 gza. \� 151 L Ji /, e ' I ''• J L E 157 156 \ , I I I 152 I I ......... _ g I __ e (IN FEET) —�—; IN! 1. 1.Minnesota Department of Transportation — ""°_t+•�---= �_ - Iv + L---- � ���+ 2 Minnes to D Department (Name: azaz s) r----- — ---L----- _ ELEVATION: 931.46 ft. --- --- J8 _ Department of Transportation -----{-- .d ------���ti-------- - 1 � --- r_ - - -— � i GSID Station (Name: 0282 N) ELEV_ �- `_ -->--� I�^—i- h..--1--- ---I�-—r=-T--1�.�.--.T-- _..=.ram-I �1KI _----------------------- �- -—=��_--------- -----------i-------'�� I I 3890 Pheasant Ridge Drive NE,Suite 100 I hereby tern that this Ian,specification Print Name: Brian].Krystafiak,P.E. Drawn: 130 Revisions: BL HOLDINGS, LLC Carlson y " p p 1/1D/2DPerCi"`ammen� NADEAU ACRES $ •environmental Blaine,MN 55449 or report was prepared by me or under my � �,,,/// .engineering Phone: (763)489-7900 direct supervision and that Iamaduly Signature: Designed: BJK 7517 162nd Avenue NE PRELIMINARY GRADING INDEX of CartsMcCain surveying Fax: (763)489-79.c tensed Professional Engineer under Lino Lakes, Minnesota 13 ww.CdrSOnmCCdin.COm the laws of the State of Minnesota Date: 12/6/19 Dcense#:26063 Date: 12/6/19 Columbus, MN 55025 o r:�oes�sazt-eaao�saas-naaeau earcelWacte�enylneenngtpreum-Planz�eaao_gr.aws 404 I I Two6.s III I \ SW os3 \ NIN W%L #1 e s TOP ERM oao —� \ � I I /L /10'TURF MAINTENANCE CESS AC •/ •• QB.O N // x O -- .• { �I�I ••••� •�1M it III I L os� ---Nµ4.--- `- .• / .• z ro y 0RF NANC ESS 0 I I ti o ��-- WETLAND FILL 20,070 S.F. WETLANIGN I J I N 1010 _ 9--- 107 -- 9POND NWL O- 8 g 10 so6j / DEVELOPER TO OBTAIN I I 1100 Y/R/ 0 109 \ \ gg . I I 908.0 g+o 1g0690EASEMENTS FOR 9 OFFSITE IMPROVEMENTS 908.0) •� �^••. I �� II g I I I a ���I L YO /(2 . 9075 �• 1 �• INSTALL I G RSAILDTI NFENCE WO(2l 0 —109W04( 7O0 •�•_�;." :�•I r�wETLA p/ l / / / / \ a . - L_/-�U FILLS < _ 1ao 8 89 Fx1 , - / I Iq // —/—x•�/ x°-1 i I I / / mho Q \ gd � 1�.1 n �l Too• � I 909.5 �910.5 \ I I � `�° 375 / e L / I �� \O o X INSTALL SILT FENCE i ^ \ V 0. \ I Z.I I" \ PN`\ i v- � AFTER GRADING IS I / 9^ `' 1_ - - _- w- , •/ \ 1+00 COMPLETE �� "�- ��J 1� L-__ - _ -_--_---EL 921.00_J Xy�� y o� m > RED° AK � NE • �_� v / / �� s o + 112 13 0 LAN•• -- _�`---- \ / 1125 m rnrn / 14.5 �- i3 - «a00I- �69 o - m. 1. 1 soy • o� 20° 5 \ /. . O I r 0 o L___ l _ __`__ �� s • =y��I I �� � aJ / } ( —cb 1 • -� I / ,� // / o / G LVy� n �r7" /�' r- - / • _—— • '.' 3+00 / / / �O IPJ C / �� 0 e� ( I /EL 916.00 / ,xn a° / qo �'rn H �� o I (s0'V.a) / / / I II I r -J 0 126 �ci O �I a ovJ ' ❑/ r° jGR O 12 00 ?i 9 O I ' // NSTRUCTION 3 e / �% TRANCE •" nf 0 J / ��V� EX. HOUSE TO BE / • �+ I� ovJ N / o �- - -�/ �� MOVED TO LOT 136. I \\ / /�° / '�/ I III I jln • 3 alai� I I o, Nino �ot)s- � r/ 3 rnrn_O o �oN -- - -�I Ex23 + - Z O rnrn 3 Ig IQ I J� �v°I Ra"%' E�1�LLL0 0�'0v9.�o._ —t+0o F _-+.o5o7�f aq' o^`N/O-i _-/-___� ____ rner -- _1 +e•i,YPP v o°�4�/1,0 ' OJ urn�)orn I J o 1 1 � i / // ' /�1}�//o°/ `t•/ /i/�'//// \I� \�FL§24:89-I- -1�-__ ^IIIfCeN�J U�I _ — LPill 150 ------ .5 _so'V.C. oJ N fV 1.778%13.4 O cam / N e,a.a' RED OA LANE — "-- ————— 1 8 � O 142 Z• I \ PORU EASEME '14 O3EXETIN�lm \ a° .•° /a° \\ 2 IrTi �,I �_ __ pe � 1 N \ iao •• 141 \\\\ i / � � 2�01 - I i REMOVE EX. DRIVEWAY & ———— —— —J C.) o O CULNtRT o 12 _ 11 N, I � o� � / o v V c� ___ oBs � �N \ s ° 1 f� � - �� ati�.•� � 2 � \�� � �23. � v � I I 61� rn �o a T v�3 v v 9 / C60 D.sog � 0 0 119 4 t' 9a rx \ �� / �� G I TC 24.8 /� O �h I y P 1� (IN FEET) RETAINING I I v / ,,. �� os. ����°/ / �� / , �� x'13 / ��� /✓� BENCHMARKS \ �/ 1 0 \ 0 "-> / / / F �� \\ / O 9 S `C \/ .• • 1 1 I. in1)Start Department of Transportation p l SID Sta'i n 92399 Name: 0282 S 118p� ['LEVAT1.01 931.46 ft( )_117 L--- _ �� vS � o0nnesota apartment of Transportation ( / / SIp� 92394 Name: 0282 N�_/ �,�� / `- o `I. d'° lT \ / _ do 08.0 _ // - . // ��6 O / / v / / / 0 � '?,^�• �" ,26.3 1 EVAT ON: .1'. .43 ft( ) Rev/10/2 BL HOLDINGS, LLC g 3890 Pheasant Ridge Drive NE,Suite 300 I hereby certify that this plan,specification Print Name: Brian J.Krystofak,P.E. Down: JJO 1. isio/20 Per City Comments NADEAU ACRES Blaine,MN 55449 orre report was prepared me or under PRELIMINARY GRADING I�Carlson I•environmental P P P Y Y • .engineering Phone: (763)489-7900 direct supervision and that I am a duly Signature: 6� /G Designed: B]K 7517 162nd Avenue NE of McCain •surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota & EROSION CONTROL PLAN 13 ww.carlsonmccain.com the laws of the State of Minnesota Date: 12/6/19 License#:25063 Date: 12/6/19 Columbus, MN 55025 o ewds�ean-saad�saoo-..de..c.K.nrad r3d\e.cme.n.o\-1 -nl...v-a gr.dw rC 15.0 - � I n I i s��<O ) / \l � 119 �� I � m� ,� °\ \ � �•`J / \ � °'�0 p I� rc 2a.e I In � N I I�' P i 1 I 16o RETAINING kBY BUILDER 118 "-'139 117 I ao. � 1-__� oB.o � �,'�ZI��• , s9���� o. // F / `r J � �� ti��"fir ��� I I � � I �\ > � ��" / s•o .J / ,� � � \ /� i' �/� Ge eti ./' '�^•,.����s.3 I rti�� I II I I I ��h �ry I �.,/�o �° � V / s1s \ � / / /y / '\ \ \2� � yG ^�rL/P� I•• --//// ��e� � ,, + I � - - I BW a / •\\ // y9i0� c\f'/�\ ?s Ge'9ti�� // /' o ••71 0 ' �� RETAINING WALL #2 I / \ i f 's o�J / \ �/ / �P` / z N i/ P I I ¢ REMOVE EX. DRIVEWAY RETAINING WALL3 --- \• 16 ' .o ,� Ate/ � ,' NpOSE & CULVERT /EXISTING '� "/� / // i \ 909-----�\ \\ S R �R \l, Ex. - I "r POWERLINE / \ / I EASEMENT 41 li 913.9 �\ Zo I ,/ /; 9D9 _ \ .,••< 167 ° AC `\ ° I -' '� 146- I ° � s10 I I /'// �' / '�• I- _- •''•••.. 1 ...:`... ••� < 166-- 9S- ---\ \, aa�oo � � N lr � �5' Y • // I - - // -- 159 INSTALL SILT FENCE \1��0Q� \\ AFTER GRADING IS COMPLETE w�j eti ti \ ro `l 48 / 919.55 I 919.0 1 1 161 / 162 183 164 166 919.5 0 WO I WO 919.0 918.5 wY 918.5 922.0 (919.0) ���IIN� `� ro• 927.0 G 919.5 919.0 ?; 1 919.0 919.5 I I s27.o c WO WO WO LO R RETAINING WALL < J/ (BY BUILDER) r �" / o 2 8 I 1491 1. I 927.0 TW z5.o ,� ---� G 927.0 G 926.5 0 _� 926•5925,-G J _ - G J G 926.5 BW 24.0 ti - I �W 25.0 P 4+75 ass eooe- L------ r / I , BW 22.0 b_ s 921 .•, PV112+50 /� -- 9y4 nl RETAINING WALL #4 scZS 5ow.C. L sea. -- -- - / g 50 V.C. // I ?s O� _ 00 - y_ 00 00 _ 00 g- a h ewzz:o -o�y 4 0600� 2 .7 os�o� 2 oso� 2 .7 24.6 0.8807�1.00% rnN BW� TEMPORARY / I I CUL-DE-S C r27-5 G 927.0 G G 927.0 G 927.0 1 - - 927.0 G 927.3 G ---" I `� 11.0 i R . u ry I . � \� -15-0a1R R I L 9 1 m 9- �920.0 919 919.8 I / 1 1 I II III 1J� I-• - _ EOF-- 153 151 EOF 156 I I 154 I 152 o I r J L_ 2. - Es4 IN 10 zz .s- '- 3 -z - 0g.s I / .... ......... I I / � � � � • •• ... _ '� I of i I - - - - - - 0 25 50 101 Z ---1 (IN FEET) QI I I BENCHMARKS o L- J I -- - N I I I I 1.Minnesota Department of Transportation GSID Station#92399(Name: 0282 S) I I 2.M nE esoltaN.D patrtmant of Transportation I Iat - L \ I ELEDVATION�n91439 ft.(Name: 0282 N) 92a"-- ® I ---- - --- o f A-2-- I I � _-_-_-_ - _ - - _ _-_-_-_ - _ _ - _-_- BIRCH STR ET C H 1 4 - - - - - ---/ - - - r ----- - - - - ° �'- 926- �- INCH STREET CSAH 154 I -92fi- - - - - - - - - - - - - - - - - - - - - - - - - - -`o-�- - gone L - --I=-----_-I - - - - - - - - - - - - - - T 3890 Pheasant Ridge Drive NE,Suite 100 I herebyceni that this Ian,specification Print Name: Brian J.Krystofak,P.E. Drawn: 310 Revisions: BL HOLDINGS, LLC 10 hCarlson I ti p r 1.1no/2oPerciycamments NADEAU ACRES PRELIMINARY GRADING •environmental Blaine,MN 55449 or report was prepared by me or under my • .engineering Phone: (763)489-7900 direct supervision and that I am a duly Signature: 6�'� /G Designed: BJK 7517 162nd Avenue N E of McCain •surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota & EROSION CONTROL PLAN 13 w..carlsonmccaln.com the laws of the State of Minnesota Date: 12/6/19 License#:25063 Date: 12/6/19 Columbus, MN 55025 o ewe•�eaai-saad�saon-..d...c.K.nrad r3d,. i-nso\-1 -ni...\ea.o-9r.d. I \\ �t FYI \\ � LEGEND ' `� \\ If EXISTING PROPOSED vv ( _ ry o PROPERTY LINE —————— EASEMENT LINE ___________ `- CURB LINE ----------- BITUMINOUS .—.__+. c --- i SITE CONCRETE [.. _ _ 0 SANITARY SEWER >— -V" II a STORM SEWER ->r ->� —»-->� t _� o WATER MAIN --•------I— DENOTES INLET / a /�[\ on:cnou OVERHEAD UTILITY STORM CATCH BASIN ® Ea STORM MANHOLE 0 OUTLET CONTROL STRUCTURE 0 ✓ \ / \ IL--J MANHOLE HYDRANT GATE VALVE 1 TELEVISION BOX Ii I 1 All TELEPHONE BOX ❑ + ;� '� \ 1 it e�f+ 1i 1�• UTILITY POLE '<>, t I _� ,¢{ 1 �_______i_t J J L___RETAINING WALL - I - i c___ ___—__. i_ I W a :_. g... °;w;' a amiakegle o'caNrouRFENCE x a # - _ 2'CONTOUR ———— _ m FEMA FLOOD PLAIN WETLAND LINE -- I�i /"SPOT ELEVATION �0 /+/ %�----� - VICINITY MAP ' I I E.O.F. NOT TO SCALE t '+/" /+ / ,z EMERGENCY OVERFLOW - 000.0 /" I SILT FENCE ' 444 > TREE FENCE s SHEET: -,,GRADINGLIMITS al _ TREELINE SOIL BORING KEY 0 DENOTES TREE TO BE SAVED DENOTES TREE TO BE REMOVED I I I / gg � I t NOTE: REFER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/REPALCEMENT INFORMATION. rT SHEET INDEX L_ T1. INDEX r-9 -- T2—T3. TREE PRESERVATION PLAN T4. TREE MITIGATION I I I I I I I I _-- II i r--- N WARNING! // L I UNDERGROUND UTILITIES � JI r CALL BEFORE DIGGING I — I SHL'ET T� —— i - i---' 0 50 100 200 { (IN FEET) --- ---1----- ---- +— II---�-.— I Iti I I I I �,--- BENCHMARKS i a 1.Minnesota Department of Transportation GSID Station #92399(Name: 0282 S) ELEVATION: 931.46 ft. -----18------------------------------------I----------•�------I— -_—I=-«=—_J„may-�_1 --I'----------------I -'I 2.Minnesota Department of Transportation _ GSID Station #92394(Name: 0282 N) _.. ELEVATION: 911.43 ft. p I I 3890 Pheasant Ridge Drive NE,Suite 100 I hereby certify that this Ian,specification Print Name: Brian].Krystofiak,P.E. Drawn: 110 Revisions: BL HOLDINGS, LLC Carlson y ti p p 1/1D/2DPerCityGammens NADEAU ACRES TREE PRESERVATION PLAN Ti •environmental Blaine,MN 1 449 or report was prepared by me or under my ,,// • I•engineering Phone: (763)489-7900 direct supervision and that I am a duly Bigna[ure: Designed: BJK 7517 162nd Avenue NE Of McCain surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota INDEX 4 ww.carlsonmccain.com the laws of the State of Minnesota Date: 12/6/19 Ucense#:25063 Date: 12/6/19 Columbus, MN 55025 r:Voes�aazl-eaao�aaao-naaeao oarcenoa c3e�enylneenno�treez�eao tree.awy fi � a \ TW 06.5 5 -•• •••••••••••••• LI IL _ 1 '• SR tRD I s96' >grRo o orb rs� �,,�g� • e= �•�'mo•- r-- - ---- -� it 5 , 1 ♦7S5 0o O 693 °SRO T a .•a •Xmee�"-'• ---- --- m 69a° o v Y . RDa \ —— a— •• -09 �O66yA°6� 1R� fi2 ° °68g O~� X,RD 673 YARD fi>fi I /� —————— I� \g L_ 1 < < - Ato sa,"1066�0 oo^ceo o6T�O s>o.l. �o 6jo6>9kR°Ti +D •• •• a /-------- -- ' •�•• ••:::::'•:�^ ,ti Fo syso• -°°o as,o,Is X;�qa7°/ no>oa 4 a xy° 9075 i 2 •• \�^>qa 3o�o>>z>°,00 iz Ys 'Ro a / a LEGEND EXISTING- -PRDPGSED- �/ 907.0 • sy. PROPERTY LINE — i /� 9Ga� G G t/�5 / 907 -j {'�•'> ..p. •• I / / / GF=9 .8� II °J�� III EASECURB LINE = ----- / '/ 9Gg g15 5 •B'$ die / • ::y '�(x •... fin/ /� L I I I L BITUMINOUS � // 907.0 ' �/ •••~•• I 9�55 / 14.0 G 907.5 • -.+'yam•>z� ♦♦ ••.e .• / / \/ ^� I CONCRETE SANITARY SEWER — G—>— ••• STORM SEWER -----»— >� / /�/ •• O�p G / \ / \ I a I� I WATER MAIN -----— PRoOM IN oROWCs w1ET / e II /� % •. 990�. I /� / 1 / 915.0 G 9 0.5 I IIII a° STILITY TORMRCATHEACCHUBASN (D Ra 03 • • t 909.0 �6 I STORM MANHOLE O • <��� v I I I) a \I�I ° 0 'T CONTROL STRUCTURE 0 § \ aase • y '\ /\ e/ L - MANHOLE 0 916.5 /sm \ I i a° a4 HYDRANT `ZY un GATE VALVE Da TELEVISION BOX ❑ 1 / / sue——` •/m \ //s TELEPHONE BOX ❑ a' ♦ I e 1 —————————— J UTILITY POLE RETAINING WALL F r_i_o .y * 0 1 • a. _ c. (m-- 10'CONTOUR — - - p 60 2'CONTOUR c� �c 1t,{: �5["" o - I �• fia s `" eZ / a° ° ^ FEMA FLOOD PLAIN ——— p�Q 1 °i Or °z �' °!1i ya • 6odt o-K o0` 6. G:�.••• e+it`:s`* •• • WETLAND LINE ..a____,----e.. �0.0 G / / / i .g0 - • SPOT ELEVATION / a° /' EMERGENCY OVERFLOW p pE.O.F.*-0 0.0 �' ��, / N >'t"' - o ❑/ a`a �/ SILT FENCE +• • - II °n ' I I /' / / // ——— TREE FENCE a®e a m®®e- / cey / \ �I GRADING LIMITS 4�44�4- o / / y r i:uyc s3Nr 6oz / d TREELINE rYYYI O� � 6 D • rn y YRc c SOIL BORING I • 00 0 0� / / c c s3mc EX.23.5 /AI co 59� I o II / rnrn // o / / \ XIRD ss s3'R TIs9•. CD N Oi 5'S� >ri� a° 19 KEY s3« 'Fc6,ac se I \I I ,/'/ �' rn�i I S96 / / \\ I I, DENOTES TREE _ F-71 TO BE SAVED a \ \ ac �c s>a/ / / / / • / u� I cn \ , \1 II N b tac`s�tyza`r• �`s>� I�— //' /a` �./°r° L J I \ I III DENOTES TREE TO /� I LO/{" •/ BE REMOVED / : - - y II N \ •,/ eRh —// / a° „ 9,rym roe N° n;ry5''�'M1`ti.• , \. • `11 �A t • p �/ O / e L a 4 ° fic,c G • �o � �' -�� � � �z< °. � ,.• R�r�;R��'� '��� li I NOTE: poi '�' N \ A.. �Jt-f..a 'ya \w •. a•/ ---_--_ 1 REFER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/IREP ALCEMENT '3o a9ax g9zx, gtAt / / INFORMATION. / c� / t✓ \I �a `'�-ii me a9tr 'Ac = I v� �_ Te _ 9_ °•v 921.5 I N \ --- — — --- — — cF��C,. �-�����D �t„� `�7' m 8°�'�'-�fie`-'�•� me 3���2^yc�c�,�ccs°"�°��t�c�`°n^y c .�09° � _ D�I \ I I %G''o ,(t.. cry. �^tfi`O ca 0 25 50 100 (IN FEET) � � G -� / / �/ 9�Q J / / �, • \ II I BENCHMARKS // ) g, / / 9� 9 /\ •• • I 1.Minnesota Department of Transportation gOg gg a°/ / �/ I'=� I GSID Station//9tme (Name: 0282 5) ELEVATION: 931.46 ft. 2.Minnesota Department of Transportation .� ,v/ _9. r1 s `�4� ti n.aOF° goo �.a y°;M1 µ M1. ..' •. r.. _ I ELEVATION:n9119.439ft.(Name: 0282 N) 3890 Pheasant Ridge Drive NE,Suite 100 I hereb certi that this Ian,s ecification Print Name: Brian].Krvs[ofiak,P.E. Drawn: J70 Revisions: BL HOLDINGS, LLC Carlson y " p p 1/1D/2DPerCi"`ammen� NADEAU ACRES T2 •environmental Blaine,MN 55449 or report was prepared by me or under my r� •engineering Phone: (763)489-7900 direct supervision and thatIamaduly Signature: p 2 Designed: BJK 7517 162nd Avenue NE TREE PRESERVATION PLAN of McCain surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota 4 ww.carlsonmccain.com the laws of the State of Minnesota Date: 1216/19 License ft:25063 Date: 12/6/19 Columbus, MN 55025 r:�oes�6az,-eaao�6aa9-naaeao oarcelWa c3eien9lneenno�6eez�eao tree.aw9 8 o I ¢¢ / a°/�° 9 Gi `S ��z�� tC �M1 k�t�tOtx'� +P`c o j�e yC'�' zi c'� ���•c n / I •••. / 9 � °h �° o°o � o°o S / •+ �j//r-'j � � t / � LEGEND c, �3� BW 15.0 • / / �e •••�I/ 4m" Rc �o�- a PROPERTY LINE EXISTING PROPOSED O / / EASEMENT LINE __ ------ / (\/ � ° -\ C 4 � I CURB LINE - . 9 • / 1 ----_ °% I BITUMINOUS CRETE ? "' cs a ° I I SANITARY SEWER I � • 9 7) 2 � ?, \�� t2cV�+C s2s°� c I � STORM SEWER TTRRC ale^ y ----I DMOM IN OVEc WATER MAIN Pa.-ON / /g 1\\___ �\\ \• 'O Ayx .s \� O I ••\�.x^°kph°�� ,ya,°•�5e°,R:�mrj�sem'Aas ec� I STORMR CATCH HEAD U IEBASN ®TILITY �® ®1 p, STORM MANHOLE a` / ----- - y`97) ''� '� 'SA° '4 1 OUTLET CONTROL STRUCTURE O / / • I �95,0 - I I p • 'or g� q eu� ; $ MANHOLE r O •.' 1/� I M1 / ,I I HYDRANT / j •/ • 1\ l io l T GATE VALVE 14` 1 TELEVISION BOX O TELEPHONE BOX 11 919.0 \ \' \ RETANLNG WATY LL 919.5 919. / - 1 FENCE 919.5 I i I 10'CONTOUR --- 2'CONTOUR 9 .0 918. 918.,5 922.0 (919.0) FEMA FLOOD PLAIN 19.5 919.0 0 919.5 co 27.0 G WETLAND LINE 9 N �o 927.0 G rn o SPOT ELEVATION - � I: •'-- __`•- E.O.F. �a 9�/ G 927.0 G 926. EMERGENCY OVERFLOW 926.5 G 927.0 G 926.5 _ 01.0 0 TW 2.0 BW 4. � •20 SILT FENCE �• • - TW 25.0 / / TREE FENCE 6W 22 0 / • ,� GRADING LIMITS TREELINE r-1 SOIL BORING TW 25.0 TW 24.0 \ • -BW 23f1 \ / � rn ayT I / �° o♦sz I / 927.5 G 927.0 G G 927.0 927.0 927.0 G 92Z.3 G \ 9.L'15 �-°, e-o� I KEY . I G 928.0 1 • __._ ?•. c� r I DENOTES TREE Q I / C, \ TO BE SAVED 920.0 919.5 9 5 919.5 91 / 919.8 920.5 O� ° c•aT CBE REMOVED I ' / / • °ass I I I 9 L-J i O I I NOTE: • vmir • a 441 •'••.•••••fio• > ••••••••• •••••••.• ••••• • •- °= 1 REFER TO TREE INVENTORY REPORT FOR TREE °c 1 IDENTIFlCATION AND REMOVAL/REPALCEMENT ••••• •• • • •• • • 0 I/ 1 •a aa°j •• •••• o uo ° INFORMATION. aIr l� - - - - - - - - � N .sit li F El I0 25 50 100 1 (IN FEET) � a € - - - L - - - - - - - - - - - - - - BENCHMARKS - +� ---- 7-- �za_------ Ne '�\�------- __-o -- zr 1.Minnesota Department of Transportation GSID Station#92399(Name: 0282 S) _- _ _ _______ - - _ vl ELEVATION: 931.46 ft. ______may°°_____ _ _ _ __ v< -"-I- -- --- me. 0282 _ --_ -�' t---�- T- ---- -_--I - ------1=- sza- 2.Minnesota Department of Transportation -szl> GSID Station#92394(Na N) _ �--�-� -=L a��n- --_----- � ___I ELEVATION: 911.43 ft. 3890 Pheasant Ridge Drive NE,Suite 100 I hereby certifythat this Ian,specification Print Name: Brian].Krystofiak,P.E. Drawn: JJO Revisions: BL HOLDINGS, LLC Carlson y p p 1/1D/2DPerCi"`ammen� NADEAU ACRES T3 •environmental Blaine,AN 55449 or report was prepared by me or under my r� •engineering Phone: '761,4119-7900 direct supervision and that Iamaduly Signature: p /G Designed: BJK 7517 162nd Avenue NE TREE PRESERVATION PLAN of OMcCainl•surveying Fax: (763)489-7959 Licensed Prof essional Engineer under Lino Lakes, Minnesota 4 ww.carlsonmccain.com the laws of the State of Minnesota Date: 1216/19 License ft:25063 Date: 12/6/19 Columbus, MN 55025 r:OoesJaazr-eaaoJaaao-nadea°p..I\.d e­aao tree.dw LEGEND _ EXISTING PROPOSED PROPERTY LINE ------ EASEMENT LINE ----------- ----------- \ \ CURBLINE __________— BITUMINOUS � � 0 \\ / \ I /1 It - r�—, CONCRETE SANITARY SEWER ----->-----+— III '�. 1 STORM SEWER —---�,„___� DENOTES INLET WATER MAIN —____I_____I— — OVERHEAD UTILITY �vaoTEcnory (/ STORM CATCH BASIN ® ® ® — STORM MANHOLE ® II a ❑y. — — — J E------------------� OUTLET CONTROL STRUCTURES MANHOLE O III iI V i_ HYDRANT CP d LLL I I, ` TT GATE VALVE D4 LLLL L TELEVISION BOX O '® L LLLL�L LLLLLL L LL I TELEPHONE BOX El LL LLL LL UTILITY POLE `a, li ' LLUL LLL L ^,1 a-9 aad I �I II /• RETAINING WALL a LL L �s FENCE x t LIL LL ( ?—/s /• r---- to'coNTOUR ---- LLL I Y /' I LLLL /' 2'CONTOUR ——————— L LLLL III /f FEMA FLOOD PLAIN a LLLL � I WETLAND LINE -- { LLL LLL LLL L _SPOT ELEVATION -a--_—.- _.— II LL I � Y E.O.F. I d T� _---_-- EMERGENCY OVERFLOW Pa * �p 000.0 SILT FENCE .............. I TREE FENCE a GRADING LIMITS crane ecnne ecn- d TREELINE SOIL BORING NOTE: REFER TO TREE INVENTORY REPORT FOR TREE li ' _ v.e 5�— I IDENTIFICATION AND REMOVAL/REPALCEMENT I a � f' '\\ �% /° ,./ /' � r__— � I ___—_L————— INFORMATION. / — / Tree Preservation and Mitigation Standards Tree Tree Location:not LEGEND Location: within Basic Use Area \ / - PROPOSED B within asic Use NATURAL RESOURCE PROTECTED AREA Environmentally Area ® deciduous deciduous deciduous Sensitive Area NON-BASIC USE AREA trees 6"dbh trees 6-12" trees over "--- —" - 0 (ESA)Category +ti- and over or dhh or 12"dbh or --- /'-/ NATURAL RESOURCE CONSERVATION AREA ® --- --- - — "�`v—- — evergreen evergreen evergreen d /'�' COUNTY RIGHT-OF-WAY REMOVAL trees trees trees over — — between between 20tall BASIC-USE AREA BOUNDARY ' — — — 12'-20'tall 12'.20'tall -- --- -- Non-ESA provide provide L—————— (Non-ESA) no mitigation one tree two trees d Ijl required per tree per tree removed removed / Natural Resource Conservation provide provide provide /' _ I— --i (NRGA) Area or Natura l one tree per two trees three trees Resource Corridor four trees per tree per tree Enhancement removed removed removed C T Natural Resource provide one provide provide a ./ (NRPA) Protected Area tree pertwo two trees three trees trees per tree per tree removed I removed removed /' F REPLACEMENT RATIO /•/�/ L— -- Environmentaly Non-Basic Use Area Basic Basic Use Use Area 9 Sensitive Area(ESA) (6-12"dbh deciduous r r I — Area (over 12" Category or 12-20'evergreen) dbh __--_—J\ I r— � Non-ESA 400:0 3:3 9:18 I /II II I / / I / Natural Resource 5:1.25 0:0 1:3 L / Conservation Area J r / N _ --------1 r--- Natural Resource —— , ---1 Protected Area 0:0 0:0 13 'Non-Significant Trees Removed: 88 L__s I r ------1------i .)� --->— I I l 0 50 100 zoo Total Replacement Trees Required: 29 trees I I > Id (IN FEET) 'Non significant trees are defined as:Ash trees,Siberian Elm trees.Also --__yg-------1---------I-----I-- trees less than 6"dbh. ------------------------------ ---- --- " — -- «—_: rl- a—!_�-. 3890 Pheasant Ridge Drive NE,Suite 100 I hereby certify that this Ian,specification Print Name: Brian].Krystofiak,P.E. Drawn: 770 Revisions: BL HOLDINGS, LLC Carlson y " p p 1/1D/2DPerCi"Gommen� NADEAU ACRES T4 •environmental Blaine,MN 66449 or report was prepared by me or under my ,,// TREE PRESERVATION PLAN of • I•engineering Phone: (763)489.7900 direct supervision and that I am a duly Signature: , Designed: BJK 7517 162nd Avenue NE McCain surveying Fax (763)489-7959 icensed Professional Engineer under Lino Lakes, Minnesota 4 ww.Carlsonmccain.com the laws of the State of Minnesota Date: 12/6/19 License#:25063 Date: 12/6/19 Columbus, MN 55025 r:Vpds�aazl-eaao�aaao-nadeao p..I\.d g­aao tree.dw PLANT SG-IEDULE iTREES CODE QTY BOTANICAL NAME COMMON NAME SIZE Iw c EAu'I - M Ace,rubrum'Northwood' Northwood Red p 5 C' ❑ ^ R 21 A N Maple 2. X STING EE TO [I 9 REMAIN nttn ar_H_ HL 25 Gleditsia Viacanthos inermis'Harve' Northern Acclaim Thornless Honey Locust 2.5"Ci PLAN - w LAND , 10 ,.. 6'2-PLY NYLON STRAPS 2 +-+,- WO 9 Quercus bicolor Swamp White Oak 2.5"Ca DOUBLE STRAND 12 GAUGE WIRE 4 +- « PAINTED FLUORESCENT ORANGE WHITE FLAGGING(TYP.) ,*+j*++,* -- - = -=-*=#' 4 BL 19 The americans'Boulevard' Boulevard Linden 2.5"Ca TREE WRAP ++ + + BL 3 4 INCHES HARDWOOD MULCH * BL _ 4 2 7 12+<. 4 NCH DEEP SAUCER Z 6 STEEL TEE POST- �' AE 13 Ulmus americans'Princeton' American Elm 2.5"Ca _ 3 REQUIRED AT 129 pP +I BACKFILL MIX T - - �F•� 12 ¢ sw;' LRE..AK UNDISTURBED SUBSOIL7RED OAK ANE CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE REMOVE BURLAP a ROPE L-+*++- BH 3 Picea glauca densata Black Hills Spruce 6'Ht. FROM TOP I/3 OF THE BALL A a 3 73 AE 4''WIDE SOD STRIP NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 7 6 o EIS G TREES 2 p� A DECIDUOUS TREE PLANTING DETAII. }jj +,+. "' To'R&MAIN CH 6 Tsuga canadensis Canadian Hemlock 6'Ht. MOTID fa1M � `1 711 �2 4 VNDE POD STRIP j< - 74 ' SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE 0 - RTD 87 Cornus sericea'Cardinal' Cardinal Dogwood #5 CO I.SCARIFY BOTTOM AND SIDES OF HOLE +* g NOTE ACTOR ASSUMES oPnoNAL BUT RED OAK LANE S- 4.0i PRIOR TO PLANTING CONTRACTOR AggUMEg FULL _ _ - I RESPONSIBILITY FOR MAINTANNG TREE 2.TRIM OUT DEAD WOOD AND WEAK AND/OR ; € _ 15 4 / DEFORMED TWIGS DO NOT CUT A LEADER DO IN A PLUMB POSITION FOR THE a O - / r PST 103 Cotinus coggygria'Royal Purple' Royal Purple Smoke Tree #5 Co DURATION OF THE GUARANTEE PERIOD WO U NOT PAINT GUTS Vf 3.SET PLANT ON UNDISTURBED NATIVE SOL GUY ASSEMBLY-Ib" „- AE RM i i - y �•� QS OR THOROUGHLY COMPACTED LL O BACKFILL SOIL POLYPROPYLENE OR POLYETHYLENE 2 4 m - « .- �\' +, `r�•) CWH 85 Ham w amells rglniana Common Witch Hazel #5 Co INSTA PLANT S THE ROOT FLARE 15 AT OR (40 MIU I I/2"WIDE STRAP(TYP) _ 4 yf ':76 OVE THE FINISHED GRADE. 4,PLACEBURLAP AND WIRE BASKET,GFHOLE USED),INTACT.NTACT. 9TEEBL POSTS(MIND 3401 STRAND 10 GA, Rd 12B° (SEE STAKING DIAGRAM) I ,� - 1 ', / �_ _ T ** GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE p+ BACKFILL WITHIN APPROXIMATELY 12"OF THE COORDINATE 2 D 60,028 at Turf Sod Bluegrass Kentucky Bluegrass sod TOP OF ROOTBALL,WATER PLANT. REMOVE STAKING TO INSURE +* * 7-_ J • _. ` TOP 1/3 z 12 uw,_M OF THE BASKET OR THE TOP TWO ORIENTATION OF GUY HORIZONTAL RINGS,WHICHEVER IS GREAT 12 NES AND STAKES HL �/ - +, TI 1,066,120 at Type I-Low Maint.Turf Seed MnDOT Seed Mix 25-131 seed REMOVE ALL BURLAP AND NAILS FROM TOP n. - I/3 Cf THE BALL REMOTE ALL TWINE. STAKING DIAGRMI _ _ 4 ( Refer to notes for acceptable seeding S.PLUMB AND BACKFILL WITH Fti b/ 7 ,+4 methods BACKFILL 6dL GUY WIRE WITH WEEDING « Seeding Rate 330 lb/ac b.WATER TO SETTLE PLANTS AND FILL FLAGGING-dJE PER WIRE VdDS. 4"b"SHREDDED BARK 18 /yF ' + TI 39,214 sf Type II-Stormwater Seetl Mix MnDOT Seed Mix 33-261 seed MULCH 4 PST Refer to notes for acceptable seeding 1.WATER WITHIN TWO HOURS OF �EXIgTING GRADE III 9 - / CF1 p 9 INSTALLATON WATERING MUST DE i + CF BL 9 methods SUFFICIENT TO THOROUGHLY SATURATE S MINIMUM 1/2 WIDTH OF ROOT BALL i1 7 qL 9 3 _ �" W Seeding Rate 52.0 Ib/ac ROOT BALL AND PLANTING HOLE. ,-+, _- _ - 2 �O� PLANTING 9dL MIXTURE(SEE SPEC.) y '-' - ``'k(�� S.PLACE MULCH WITHIN 4S Hd1R5 / +P�P'( HL *+*+*+*++ * *+ 3 THE MdSTIE1RCE 13EXCESSIVE WATERING UNLESS 5dL ' ��U�uDBI�REED OR STABILIZED � � 8 « OOMFEROU$ TREE PLANTING DETAII. U °2j '� ' ' +� CITY OF LINO LAKES LANDSCAPE REQUIREMENTS *+ 1 B 1. BOULEVARD TREES(CH.302.03(2)(F)) ONE(1)TREE PER LOT,LOCATED AT PROPERTY LINE OR FRONT YARD OF ADJOINING LOT. rR Hwv9109139 REQUIRED TREES= 69 TREES(69 LOTS X 1 TREE) 6 « •$- '\ 146 PROVIDED TREES= 80 TREES _ , + NOTE R LANDSCAPE PLAN NOTES j BOULEVARD (^ + 2. OPEN AREAS LANDSCAPE STANDARDS(CH.1007.043(17)(E))-ONE(1)LARGE TREE AND(3)LARGE SHRUBS PER 2,000 SF OPEN SPACE. 1. EXISTING CONDITIONS,CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION 12 1 EXISTING TREES START.ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/LANDSCAPE r rf TO REMAIN OUROT A-1.13 ACRES(49,225 SF)-WETLANDS(25,660 SF)-BELOW NWL(4,780 SF)=18,785 SF ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OR APPROVING ANY ADDITIONAL WORK REQUIRED. I , I ,»' - r a'Fg4 Z «'-."-+�+t++*+r+++ Ir � REQUIRED TREES= 10 TREES .,*.. G REQUIRED SHRUBS= 30 SHRUBS 2. UTILITY LOCATES.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL PUBLIC AND PRIVATE 11 -10 - _ UTILITIES INCLUDING IRRIGATION LINES AT LEAST 48 HOURS BEFORE EXCAVATING OR IN ACCORDANCE WITH - 'L :«-,�;,',i- +':'r'✓' - OUTLOT B-1.61 ACRES 70,132 SF-BELOW NWL 23,025 SF-47,107 SF STATE LAW.IN MINNESOTA,CALL GOPHER STATE ONE-CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC (er BUIWER)u-- r+.-;=_ - 1_- �__ _ 13+� +«O+«+++ REQUIRED TREES= ( 24 TREES ( ) UNDERGROUND UTILITY LINES.ALL LOCATES AND ITEMS NOTED AS'FIELD VERIFY ON THE PLANS SHALL BE - - - - -,- - - +,+*++* REQUIRED SHRUBS= 72 SHRUBS VERIFIED BY THE CONTRACTOR AT THEIR EXPENSE. + RM +++'rt:,: OUTLOT C-0.9 ACRES(},920 SF) 3. PERMITS,CONTRACTOR SHALL VERIFY WITH THE OWNERAANDSCAPE ARCHITECT THAT THE REQUIRED PERMITS RETAIN--L qa-- REQUIRED TREES= 2 TREES HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION START.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING '" -- - REQUIRED SHRUBS= 8 SHRUBS WITH ALL APPLICABLE CODES,REGULATIONS,AND PERMITS GOVERNING THE WORK. WILLIAM LANE - +*+`r«+*+« OUTLOT D-0.45 ACRES(19.600 SF) 4. EXISTING ITEMS TO REMAIN.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING PAVEMENT, + REQUIRED TREES= 10 TREES STRUCNRES,UTILITIES,TREES,SITE AMENITIES,ETC.THAT ARE TO REMAIN FROM DAMAGE DURING TEMPORARr� 1 * REQUIRED SHRUBS= 30 SHRUBS CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE(AT CONTRACTOR'S CUB-BE-SAC - FIL .r+'++,« a EXPENSE)TO EXISTING ITEMS TO REMAIN. _ - _+__, __.. _+, RM -_ + +++ In OUTLOT E-1.22 ACRES(53,145 SF)-BELOW NWL(18,675 SF)-34,470 SF ++a+Z y II 5 ', REQUIRED TREES= 18 TREES 5. CONSTRUCTION STAGING AND ACCESS,CONTRACTOR SHALL VERIFY THE LOCATION FOR CONSTRUCTION STAGING * 15. < REQUIRED SHRUBS= 54 SHRUBS AND SITE ACCESS WITH THE OWNER/LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START.CONTRACTOR 'S :•- SHALL BE RESPONSIBLE FOR MAINTAINING PEDESTRIAN AND VEHICLE ACCESS WITHIN AND ADJACENT TO THE SITE OUTLOT F-0.35 ACRES(15,250 SF) THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED.LONG-TERM STORAGE OF MATERIALS OR "T`; 4-' PST - REQUIRED TREES= 8 TREES SUPPLIES ON-SITE WILL NOT BE PERMITTED.ALL WASTE AND/OR UNUSED MATERIAL SHALL BE PROMPTLY ' - ) I+ 4 - - REQUIRED SHRUBS= 24 SHRUBS REMOVED FROM THE SITE. TOTAL OPEN AREAS LANDSCAPE d 6. SITE REMOVALS.REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS.ALL ITEMS NOTED TO BE REMOVED SHALL RM REQUIRED TREES= 72 TREES BE COMPLETED BY TI1E CONTRACTOR AND IMMEDIATELY DISPOSED OF OFF-SITE,IN ACCORDANCE NTH LOCAL S _I _ N PROVIDED TREES= ±339 TREES(INCLUDES 80 BOULEVARD TREES AND±263 EXISTING) REGULATIONS,UNLESS OTHERWISE NOTED.COORDINATE WITH OWNER/LANDSCAPE ARCHITECT FOR ANY ITEMS - _ REQUIRED SHRUBS= 216 SHRUBS NOTED AS'REMOVED BY OTHERS'OR'REMOVE AND SALVAGE.' RTGD - CWH ❑ PROVIDED SHRUBS= 216 SHRUBS 7. UTILITY COORDINATION.REFER TO CIVIL PLAN SHEETS FOR INFORMATION RELATED TO PROPOSED UTILITIES. 7 4 3. BUFFER AND SCREEN STANDARDS(CH.1007.043(17)(F))-BETWEEN RESIDENTIAL USES AND ARTERIAL OR COLLECTOR ROADS.APPLIES TO COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND SITE LIGHTING. RTD BLOCK 5,LOTS 7-10 WITH 475 LF REAR FRONTAGE ON 20TH AVE S. x 8. CONSTRUCTION STAKING.UNLESS OTHERWISE NOTED,CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING o REQUIRED SCREEN WIDTH(R-1)= 15 FEET CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE COURSE OF THE PROJECT. N REQUIRED SCREEN HEIGHT= 6 FEET REQUIRED SCREEN MATERIALS= YEAR-ROUND CONTINUOUS PLANTING SCREEN 9. DIMENSIONS.DIMENSIONS TAKE PRECEDENCE OVER SCALE.DIMENSIONS ARE TO FACE OF CURB,EDGE OF REQUIRED TREES(50 FT O.C-1= 10 TREES PAVEMENT/WALKWAY,OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. I PROVIDED TREES= ±63 TREES(INCLUDES±54 EXISTING TREES) \ PROVIDED SHRUBS= 58 LARGE SHRUBS 10.PLAN QUANTITIES,CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MATERIAL QUANTITIES PER PLAN. MATERIAL SCHEDULES ARE PROVIDED SOLELY FOR CONTRACTOR'S CONVENIENCE. - - 4. TREE PRESERVATION AND MITIGATION STANDARDS(CH.1007.043(17)(J))-REFER TO TREE PRESERVATION PLAN. 11.REFERENCE SPECIFICATIONS.THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS PROJECT ACCORDING TO THE REQUIRED REPLACEMENT TREES= 29 TREES FOLLOWING IXtDER: BI H TREE CSAH 1 N PROVIDED REPLACEMENT TREFS= ±352 TREES(INCLUDES±263 EXISTING) 1.ADDENDA,NTH P.LANDSCAPE SPECIFICATIONS. LATER DATE HAVING PRECEDENCE OVER THOSE OF AN EARLIER DATE. BENCHMARKS 3.PLAN DRAWINGS. 4.PLANT/MATERIAL SCHEDULES. 1.Minnesota Department of Transportation 5.CITY STANDARD SPECIFICATIONS AND DETAILS. OVERALL LANDSCAPE PLAN GSID Station p92399(Name: 0282 S) 6.MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION,LATEST EDITION. 1 0 50 100 200 ELEVATION: 931.46 It. Minnesota Department of Transportation (IN FEET) GSID Station#92394(Name: 0282 N) ELEVATION: 911.43 ft. 1890 Pheasant Ridge Drive NE,Suite 100 I hereb rti that this Ian,s fcation Print Name: Ryan J.Ruttger,RLA Drawn: RJR Revisions: BL HOLDINGS LLC �jCarlson I'en Blaine,MN 55449 report fy p peci 1. 01/1a/20 Revised Layout NADEAU ACRES PRELIMINARY L1 environmental or report was prepared by me or under my • .engineering Phone: (7 3)489-7900 direct supervision and that I am a duly Signature:G��- Designed: RlR 7517 162nd Avenue NE Of McCain surveying Fax: (763)489-7959 Licensed Landscape Architect under Lino Lakes, Minnesota LANDSCAPE PLAN 2 ww-carlsonmccam.com the laws of the State of Minnesota. Date: 12/06/19 License#:56346 Date: 12/06/19 Columbus, MN 55025 r:Von:\enu-eaaq\enao-�aeea�Fe,ttl\tea�3a\I.�a�.pe\eaaq_Ia�d:raaeareum.awq EXISTING tREES I TO REMAIN CWH LANDSCAPE SPECIFICATIONS AIr PC c++ PST MirENAE Acess PST+++++ O I L - ++ .+ 1. TREE PLL TREES NOT SPECIFICALLY NOTED OR MARKED ON SITE FOR REMOVAL SHALL ++ + g + ++ 3 LI II + ++ + + + REMAIROTECRON.A N PROTECTED AND UNDISTURBED DURING CONSIVITY, A TREE PROTECTION SHALL EXTEND TO F++ THE DRIP LINE,WITHIN WHICH NO CONSTRUCTION ACTIVITY,MATERIAL STORAGE,OR VEHICLE + + + QUTLQT A '$ + + + PARKING SHALL BE PERMITTED.TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO + " IWL +++i + + 0'H ,VAVCh E55 ++ + + 9 - + + CONSTRUCTION START PER PLANS OR AS DIRECTED BY OWNER/LANDSCAPE ARCHITECT AND SHALL + ++ - + + A'z' ICN + ++ RTD PST CWH WETLAND + CONSIST OF 4'TALL HEAVY DUTY ORANGE CONSTRUCTION FENCING NTH 6'STEEL FENCE POSTS ++ ++++ 9a 9 + + + ++++++++i �I + P N 40 ++ + + +++++-- •W+ + SPACED 6'O.C.MAX. F+ + 9 > +++'A ALL CE ++ ++ +++ + N PST 2. EROSION CONTROL.REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN POND 100 ++ ++ � � + ++ +++ � + C + ++-AFTER GRADING IS COMPLETE++++++ i+— ++++ +++ 'OO H W — 9 S.Z + 5 A + ++ ++ ++" + ++++ + + II B O-RO),AND TEMPORARY AND PERMANENT CONTROL BLANK BMPS,INCLUDING SILT FENCE, + N WL = 89 ++++ +++ - ++++9.oi++++++ ++++ + += BIO-ROLLS,INLET PROTECTION,EROSION CONTROL BLANKETING,DUST CONTROL,SWEEPING AND +++++ ++ +++++++ +++ ++++ + ++++++ + + I + 100 YR H =/9 4. +' +++++++++ ++ ++ -__ ++ + + ++ +++++ + a ROCK CONSTRUCTION ENTRANCE.ALL DISTURBED AREAS SHALL RECEIVE PERMANENT STABILIZATION S + + }},, ++++ + + -i ++ E+ +++++ + ++ ++++++++ II I 9 DI ACCORDANCE WITH THE LANDSCAPE PLAN WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE - PST -++'++f��T++ ++ + + F+ + ++ ++ ++++++ '; + � ° DISTURBED AREA HAS CEASED.IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED ' + +++++++ ++ + + -++++ - + + + + + +++++ ++ " �Ir ++++++ +++ ++ I +++ �I i +++ ++ + +++ ++ '. + ° rnu sLr rENCE WITHIN 7 DAYS,TEMPORARY STABILIZATION BMPS MUST BE IMPLEMENTED WITHIN 7 DAYS USING + 7 + +++++ + +++++ +++ + + + +++'�+++ ++ +++'. Oe"W W ER GRADING IS COMPLETE ++++++ o+ + +++++ + -++ + + ++++ + + ++++ ++ F+++ + EITHER MnDOT RAPID STABILIZATION METHOD 3 UNDER 4:1 SLOPES OR METHOD 4 OVER 4:1 ++ ++##},{��,�R++++ F++++ SLOPES F+ + +++++ + ++ ++RTD+++++ 3. CLEARING AND GRUBBING. OTHERWISETRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING ALL AREAS INDICATED AS BEING DISTURBED OR OTHERWISE SHOWN ON PLANS.CLEARING AND GRUBBING 1-t+ ++ + + ++++ +++++ +�i + # + ++++ SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL TREES,STUMPS,BRUSH,GRASS,ROOTS AND u ++ld + ++ + OTHER ORGANIC MATERIAL AT AN APPROVED OFF-SITE DISPOSAL LOCATION. ++ -- -I- ++++++ +++++ + w ++++ ++ 4. SOIL PREPARATION.REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS, +++++ ++ ++ NSF LER.E +++ ++ +++++ +++ __-------- -___ - ++++++++++++ AMENDMENTS OR ADDITIONAL TO, AP EXISTING TOPSOIL SHALL BE STRIPPED + ++++ + + +++++ + I. --- - - ++ F ++++++ ++ FR MALL DISTURBED A EA AND STOCKP DIN AN APPROVED LOCATION OR RE-SPREAD ALL ++ + + 0 R S F AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED ++++++ i ++++ + + BE SODDED,SEEDED OR PLANTING BED SHALL DE-COMPACTED TO A MINIMUM DEPTH OF 12 + INCHES I INCHES BY SOIL RIPPING TILLING OR OTHER APPROVED SOIL LOOSENING METHOD. + + + + 5. TOPSOIL MATERIAL ALL EXISTING,AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS + + + + ++ + - + +++ -NICE + ++++ ++++ + + + + ++T+T+T+ z +-+ +' + + - +++ ++ ++++ +++ OF ACED 3877-2 LOAM TOPSOIL BORROW.A MINIMUM I INCH DEPTH OF TOPSOIL SHALL LBE ++++ + +++ + ++ + ++ ++ + + '1 + - +++++ i.+ +++ +F+ +++++ + PLACED ON ALL AREAS TO BE SODDED OR SEEDED.A MINIMUM 12 INCH DEPTH E TOPSOIL SHALL 7 + +++ + + +++ +++++ +++ i + ++++ + + -I— _ __ __ BE PLACED WITHIN ALL PLANTING SMOOTH BED AREAS.ALL TOPSOIL SHALL BE FINE GRADED,RAKED AND ++++ + +++ ++ ++ ++ I-+ + + + ++++ +++ - _ DRAGGED TO E PROVIDE A SMOOTH, SHALLNIFORM SURFACE.TOPSOIL GRADES SHALL BE WITHIN F FEET ++ O+ + ++ + + a++ +++++++ +++++++ ++++ ++++++++ ++++ + \\ - ------- -------- - RE CI INDICATED FINISHED GRADE AND SHALL BE TRUE IR GRADIENTS SHOWN ON PLANS.REFER TO _ +++++�+�+y+++ ++ +++ + + +++ ++ + +++ +++ i ++++ + +++++++ + CIVIL PLAN SHEETS FIX2 FILTRATION BASIN SOIL REQUIREMENTS. + -++. 6. SEEDING AND TURF ESTABLISHMENT.CONTRACTOR SHALL OBTAIN OWNER/LY 12-1 -ARCHITECTS +++++++++++ ++++ ++++ + + + ++ +++ ++ * ++ ++++ -+ W ++++++ _+++ --- - APPROVAL R UZER GRADES AND TOPSOIL PREP PRIOR TO SEEDING.APPLY 1 SEEDS 2 GRANULAR ++� _ - - STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR TO SEEDING..SEEDS SHALL BE ++++ ++ ++ +++ +++++ ++ SOWED IN 2 PERPENDICULAR PASSES,EACH PASS AT ONE-HALF THE INDICATED RATE,VIA -+++++ +++ ++ +++++ ++ + + + U i++ + ++ - RTD BROADCAST SPREADER,DROP SEEDER OR DRILL SEEDER.FOLLOWING SEED APPLICATION,INSTALL ++++ ++ + +++++ + + + +'I; Q + + 6 TYPE 3N EROSION CONTROL BLANKET ON ALL SLOPES GREATER THAN 4:1.IN ALL OTHER AREAS, ++++ + +++ +' + ++ +++++ ++ + ++ + ++_+ F-- + + + + 4' WIDE SOD STRIP GRAV APPLY HYDROMULCH COVER MUST BE A SEPARATE OPERATION FROM SEEDING AT A TARGETED +++++++ ++ ++++++qq+�+++ ++ i ++ + ++ +++ ++i ( ) I +++++ + + + + +++++ ++ +++ 1� +++_ � U DRY WEIGHT RATE OF 3500 LEIS PER ACRE.SOIL SHALL BE KEPT MOIST DURING ESTABLISHMENT + W' ++ + + ++ ++ ++++ ++++++++++ ++ ++ + ++'4�h� +++++ + ++++ W + ++ + +� TRUCTION (n 1 WITH ADDITIONAL AND SEEDING AS NECESSARY TO ACHIEVE A HEALTHY,UNIFORM STAND OF GRASS, + ++++ +++++ +++ ++++ + -+ ++ + + + + i +++++ ++++ ++++ + ++++ + + +++ +h+ +++_ + ++ + + + FREE OF WEEDS AND WITH COVERAGE EXCEEDING 75%IN ANY 10'v10'AREA PRIOR TO FINAL +++ + + ++ +++++++++ + ++ + ++ +++ + ' STING TREES ACCEPTANCE. +--;+,+ +++ ++ I ++ ++++ ++++ ++ ++ +++ ,r-+- ' +,� I � + ++ +++ 'QED TO�PJ �A 1 ++ ++ ++++ ++i +++++++ +++ ++++ ++ ++ RE IN LLI� + +++ ++ I ++ ++++ +++++++ �Ln 7, SODDING.CONTRACTOR SHALL OBTAIN OWNER NDSCAPE ARCHITECT'S APPROVAL OF FINAL ++ ++ + ++ ++++++++++ ++ ++ +++ + + + + M + ++++ +++++ ++++ +++ ++ I-++ GRADES AND TOPSOIL PREP PRIOR TO SODDING.APPLY 12-12-12 GRANULAR STARTER FERTILIZER +_ +++++ ++++ II +++++ + +++++ - Z ++++ + - + ++++ - Lv S AT A RATE OF LAYING LBS PER ACRE PRIOR TO SODDING AND ROLL TOPSOIL TO CREATE A UNIFORM +- +++++ ++++I II + + 4++ + ++++ ++++++ + r.+ +++ +++++i Q SURFACE FOR LAYING SOD.SOD SHALL NOT BE CUT MORE THAN 24-HOURS IN ADVANCE OF ++ + ++++ ++ ++ + +++ ++ + + ++ + ++++++ ++ +� ++ 4 +++ ++ ++ Q(n INSTALLATION.CONTRACTOR SHALL KEEP SOD MOIST FOR A MINIMUM OF 30 DAYS AND SHALL BE + ++++ + + + + + +++++++ ++++ _ + ++++ _ RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. + + 8. PLANT MATERIAL.ALL PLANTING STOCK SHALL CONFORM TO THE"AMERICAN STANDARD FOR + ++ +++++++ ++ +++ + i - + + ++ + + 's F I + ++++++++ ++++++ ++-+ � ++ + �++� + � NURSERY STOCK,"ANSI-Z60,LATEST EDITION,OF THE AMERICAN ASSOCIATION OF NURSERYMEN, --- --- ++++ ++ +++++++++ ++++++ `'-tI-_-I +i++I_++++++++ ++++ O INC.AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. +++++ ++++++ ++++Ih F++++++++ +++++ +,1, # + ++++ + +sd, N OWNERAANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED RED OAK LANE ++++ ++ ++++++++ ++++ q' SHALL SE ACCEPTED BEFORE,DURING,OR AFTER WRITING INSTALLATION.NO SUBSTITUTION OF PLANT MATERIAL ++++ ++ ++++++++ + ++++ + '.`-'�, SHALL A ACCEPTED UNLESS APPROVED IN NRITING BY THE OWNER/LANDSCAPE ARCHITECT PRIOR +++++ ++++ + + + TO INSTALLATION. + ++ +++++++ ++ ++++ + I'I h -, -+-+ 9, PLANT INSTALLATION AND ESTABLISHMENT.REFER TO STANDARD PLANTING DETAILS.CONTRACTOR +++++ ++++ ++'y+i_++ ++r++i Ii++-++ + RTD PST CWH / - 4 + +. 10 II 9 SHALL STAKE TREE LOCATIONS FOR APPROVAL R O STANDANDSCAPE ARCHITECT PRIOR TO +_-- PLANTING.ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOLIATES PRIOR TO TOTAL } +++ ACCEPTANCE OF THE WORK)SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED NTH ++ ++ ++++e+ + ++ +++++ +++ ++++ + + ++ + + +++ + ++++- j -' +++++ F i + +++++++ +++++ ++ _ ++ +++ + + / MATERIAL OF THE SAME SPECIES,QUANTITY,AND SIZE. +++ '�+++++ + + ++ ++++++ +++�h ++ + + +-r- 10.MULCH MATERIAL.DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PLANS. -TIRCwERLI, ++ +++ + + + ++ ++++ ++++++++ + + ++ ++'+ + ++ Q +++ _+++ ++'++++++ +++++ ALL MULCH SHALL BE CLEAN AND FREE OF NOXIOUS WEEDS,SOIL,OR OTHER DELETERIOUS +++ ++++++ + + + +++ ++ +++++++++ +++++ ++ +-�:1 +++ + ++ +- ''.`�, / +I++++++++-+ ++++ ++++++++++++++++-y+ +++++++++ �++ RTD MATERIAL,AND SHALL BE INSTALLED OVER A NON-WOVEN GEOTE%TILE FABRIC(INCIDENTAL)OR ,SEMEN ++ ++ +++ ++ + + ++ +++++++ ++++ +II ++ ++ + +i + + h + h +++ ++++ +++ ++ ++ +++++ + +++ + + Q ' ++ 1F++ ++ +++++++ ++ ++ - OTHER APPROVED WEED BARRIER TO A MINIMUM SETTLED DEPTH OF 4".MULCH SHALL A HELD i + + ++++ + +++ - +++ +++, JII - ++++++F+++++++++++++++++++ ++I + +++++++++++++++ + +++++++++++++ +++++ +++++ + + +f+ + ++++++++++ ++++�+ ++++++++++++ ++ ++ +++++ +� -',+;}++ - BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3".WOOD MULCH SHALL BE PLACED AROUND +++++++++ ++ + -+++ +- --+ J % 4 ++++ +++�+� ++ -- INDIVIDUAL TREES TO A 4'MINIMUM DIAMETER.MULCH SHALL BE INSTALLED WITHIN 46-HOURS OF + ++++ ++++ + ++ ++ + ' PST + + +++++ + ++ + +++ + + +++++++ + ++ -F- �- ++ ++ +-- %�� +' LANT INSTALLATION. + ++ ++ +-+ + ++++ +++ + + ++++ ++ -+ ti_++-y+,+ ++++++ '-+I /� � ;' _ +++++++++ ++ +++++++ + + + ++++++ +-. � 11.MODULAR BLOCK RETAINING WALLS.CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND + j - - INSTALLATION OF A MODULAR BLOCK RETAINING WALL SYSTEM INCLUDING EXCAVATION,BEDDING, ++ - +r++++ ++++ + ++++ + ++++ it ++ +'. +++++ ++++ + + + +++++ + ++++ --+ MAY REQUIRE RE 42"ILE AND PROTECTIVE N NECESSARY.ANY WALL EXCEEDING S INCHES T HEIGHT +-I+/ ++++ + +++++ +++ MAY REWIRE N TALL PROTECTIVE FENCING.ANY WALL EXCEEDING 48 INCHES IN HEIGHT MUST BE -�� ++++ + +++ +++ +++ + ++ +++++ ++++ I++ DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF MINNESOTA.CONTRACTOR SHALL SUBMIT + -+ SHOP DRAWINGS FOR EACH RETAINING WALL FOR APPROVAL BY THE OWNER LANDSCAPE ARCHITECT PRIOR TO STARTING CONSTRUCTION. 12.LANDSCAPE EDGING,INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF.EDGING +++ ++++++++++ + ++ + ++ ++++++ ++ +++++++++++++II +I++I.+ ++ + _+ ++++++ _+++++ +++++ + +++++++++++ ++ + + ++++++ + +++++++++++ + +++ SHALL BE COMMERCIAL GRADE BLACK POLYETHYLENE OR VINYL EDGING,0.1 INCH THICK BY 5 + + ++ ++++ +++ ++ ++++++ + +-+-. + +I-.- + ++ ++++ ++ ++++ + + + +++ + ++ ++++ ++ + INCHES DEEP,V-LIPPED BOTTOM,HORIZONTALLY GROOVED,1-INCH ROUND TOP,EXTRUDED IN + ++++ +++ +, + +++ ++ ++ -- + + + _ +++ +++ +++ + ++ + + ++ + ++ +++++ + STANDARD LENGTHS,WITH 9-INCH STEEL ANGLE STAKES. ++$+��+ +U+'+++++++++'+++++++++++� + + RTD 13.IRRIGATION.DESIGN,FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM + +++ + �I 1F + -+ ++ ++ ++++++++ + + + +++ + ++'T ++++ +�+ ++ - + + + ++ + ++++ �p+++ + +++ +++ + + APPROVED POINT(S)-OF-CONNECTION NITHIN THE SITE COVERING ALL TURF AND PLANTING AREAS - / - + ++++ +++I+"4�+++ + ++++ +++ + + AS SHOWN ON THE LANDSCAPE PLAN.INCLUDES F RIALS, E UIPM TESTING,PLANS W1FO DESIGN CALCULATIONS,AS-BUILT DRAWINGS,LABOR,MATERIALS,EQUIPMENT,AND SERVICES EM THE + + TESTING,ADJUSTING,RETESTING AND READJUSTING AS REQUIRED TO PLACE THE SYSTEM IN AN + + ++++ ++ ++ + + + + +++ ++ �8 ++ I � - � \ ++ +++ - + ++++ + + ++ RETAI ALL + + J APPROVED OPERATING CONDITION.THE IRRIGATION SY5TEM SHALL INCLUDE THE DESIGN AND + + ++++ ++++ ii_ + +++ ++ I _ ++ 1 + + +-- +, + ++ ++ + + + + + ++ ++++++++ F + PST ++++ +++++ + ++++++ -+ ++ + +++ ++++- INSTALLATION VALVES THE FOLLOWING: PIPING METER AND CONTROL OW ASSEMBLIES SPRINKLER HEADS +++++++ ++++ + ++ + + + ++++ ++++ -� ' CABINETS,VALVES AND VALVE BOXES,CONTROLLERS,CONTROL WIRING,FITTINGS,ELECTRICAL CONNECTIONS,QUICK-COUPLERS,ALL OTHER NECESSARY ACCESSORIES,SYSTEM MANUALS,1-YEAR ++++ + F++ + + +_ T'I+-+ +_++++++ q -+I_-+ +++++++ +++ ++ +++++�i7}A++++ +++++++ ++ + +++ +++++++++++,jy+++++++++ ++ MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION AND 1 SPRING START-UP.IRRIGATION + +++++++ +++ + -. I T + +++++++ +-I 14� I I C� +�+�+ + ++ + + ++++ +++' PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO ++++++++++i + +++++ ++ +++ +I+ TIy�+++ OWNER/LANDSCAPE ARCHITECT FOR APPROVAL ++ I' r ++ ++ q 1 + +++ +++ ++++ F++ + + + + +++++ +++++ + f + +++ ++ + + } + + + + + +++++++ ++ + 14.MAINTENANCE.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN — ++ ++ +++ + F + ++++ + +++ + ++ + PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE + + + + -J-++ ++ 'V + +++ +++ ++++ + ++++++++ + ++++ RTD++++ + ++ (/ ,++++ ++ ++++ + + ++++++++++ ++++++ IE PLANTS IS GUARANTEE. MAINTENANCE HAS BEEN MADE,AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF +++++ ++++ + ++++++++++++++ + THE GUARANTEE. MAINTENANCE SHALL INCLUDE MOWING,TRIMMING,WATERING,FERTILIZING,WEED ++ ++++ + �\P + ++++++++++++++ - + + ++ ++ ++++++ + V + +++++++++ I AND PESTICIDE CONTROL,MULCHING,REMOVAL M DEAD MATERIALS,RE-SETTING PLANTS TO / _ -- t=+ +++++ ++ + ++ ++++++ ROPER A AND KEEPING PLUMB ACCEPTANCE, WNER +++ + + +++ P GRADE KE NG PLANTS IN A ES, POSITION. AFTER A CEPTAN ,THE 0 s + ++++++ + + ++++ t + + + P + + + ++ ++ SHALL ASSUME MAINTENANCE RESPONSIBILITIES, HOWEVER,THE CONTRACTOR SHALL RETAIN +++ +++ + +++ ++++ + � .+ ++ I> RESPONSIBILITY FOR ALL PLANT MATERIAL THROUGH THE COMPLETION OF THE WARRANTY PERIOD. O O P EId G 15.WATERING.UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS,CONTRACTOR SHALL s # RETAINING LVALL #3 + r gpg " ++++++++++++++++ ++ +I++ +++ ++2++++++ + ++ ++++++++++++++++++++++++ MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS AND TURF AREAS A RETAINING WALL 2 1 A + ++++ + + +,- Exls a", MINIMUM OF ONCE A WEEK.MORE FREOUENT WATERING MAY BE REQUIRED DURING PERIODS OF HOT, Powt:u E + P++++ + +++ +++ ++++ r.. j-+ +++++ +++++ ++++ ++ +++++ DRY WEATHER.CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.IN THE EASEME T + +++++++ ++++++ ++ +++i + +++ ++ +++++?++ ++ +++++++ +++++ ++ +++-+' -+ + ++ +++ ++ + ABSENCE PERMANENT IRRIGATION,TEMPORARY IRRIGATION,TREE WATERING BAGS,OR +++++++ + +++ +++ + +.- HAND-WATERING ARE ACCEPTABLE. +-+ o, + ++++++++++ + +-+ "� P� +++ +++++ ++ + 16.FINAL ACCEPTANCE.UPON SUBSTANTIAL COMPLETION OF THE WORK,CONTRACTOR SHALL REQUEST +++++ + + +++ +r+ + + +++++++ ++++ + + + ++ +++++++++�+F,yly++ 46 FINAL ACCEPTANCE OF THE WORK IN WRITING O THE OWNER/LANDSCAPE ARCHITECT.IF ANY WORK A FOUND, W INCOMPLETE LIST UNSATISFACTORY IN THE OPINION OF THE THAT RE LANDSCAPE ++++fit++++ ++ + +++ + + ++ ++ +++ ' +++ +++ + ++++ -I + + +++ + +++++ ARCHITECT,A WRITTEN PUNCH LIST FINAL BE PREPARED LISTING ALL ITEMS THAT REQUIRE COMPLETING OR CORRECTING BEFORE FlNAL ACCEPTANCE. + PST +++ + + ++ + + + +- \� + ++ ++ N +++ + 17.WARRANTY,ALL PLANTS,MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR ++++ FROM THE DATE OF FINAL ACCEPTANCE UNLESS OTHERWISE SPECIFIED.THE GUARANTEE SHALL +++ ++ COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND MATERIAL. LANDSCAPE PLAN ENLARGEMENT ++++,++++,++ +++;+++;++,+++,+++,+,+,+,+, ++,+,+,+,++++++ TTD +�+++++ ++ ++++ +++ +++I +rl+rl + + + ++ +++ ; EXISTING T EES1 ++ �+++ +ISTALL ILT ENCE +-�"+ + +a-++++ + +' + `� +++++++ i. TO RETAIN +++++++++++ + +++++AFTERGRADING SCOMPLETE-++'' + +9�a++++ + + +++ + '`, ++ + +++++ r+yi+ + +++++ ° + 0 30 60 120 ++ + +' +'+'+'++'+++Q ++ + + ++++++++++ + ++++++++++ + ++ ++ T c + ++++ ++ (IN FEET) 3890 Pheasant Ridge Drive NE,Suite 100 I herebycertify that this Ian,specification Print Name: Ryan 1.Ruttger,REA Drawn: MR Revisions: BL HOLDINGS LLC �jCarlson I'en Blaine,MN 55449 " p p"i 1. 01/1a/20RevisedLayout NADEAU ACRES PRELIMINARY L2 environmental or report was prepared by me or under my • .engineering Phone: (763)489-7900 direct supervision and that I am a duly 5ignature:�� - Designed: R1R 7517 162nd Avenue N E Of McCain •surveying Fax: (763)489-7959 LicensedLandscapeArchitectunder Lino Lakes, Minnesota LANDSCAPE PLAN www.carlsonmc�in.com the laws of the State of Minnesota. Date: 12/06/19 License#:56346 Date: 12/06/19 Columbus, MN 55025 2 r:Von:\e4u-e4ao\e44o-�.ee.�a.,ttl\tea�3a\I.�a�.pe\ea4o_I.�d:raaeareum.awq NADEAU ACRES I r - LINO LAKES MINNESOTA — --------- —5�,y, a — — — — — — — — — — — — — — — r-------------- I 1 j 1 � —.—.—.—.—.—.—.—.—.—.—.—.—.—.— I I OUTLOT B I I II'l V i� 1 1 rL-J I Q OUTLOT A pp t LU I 2 6 1 O L 4 LANE 4 SITE 3 j Ili /'I/" RED OP 2 5 -� \ '�; r•k 1% RED OAK(LANE a"`""` I I — 12 - - 1 j RED OAK L E = _--->- ---- — ---- - I 11 - Q -------- N ❑, /" /" 13 Q g 2 ,�,.�" /� I i i 7 10 14 w O /' _ J - ----L----- RED OAK 9 J ak• 15 4' /" - VICINITY MAP; 1 $ �� f'�p'� ! \\\ NOT TO SCALE 16 Z \ Ui � - - - — 6 - - - - 7 c3 7 - - - - - - - I 2 'I I � / 5 I I A 17 / I r-------� -t T6 ---- - - - -- - --- -- SUMMARY !�1 A� / g =i -- 3 PHASE 1 36 LOTS 1 1 18 O 1 PHASE 11 33 LOTS 2 JI 69 LOTS 4 5 / _ — — O17� /' 1 3 P{ 9 y 0 - F/Pi o - / 2 gGF q �O ? 1 NOTE: I t Z 1. PHASING SUBJECT TO CHANGE DUE TO I; -------I ) li OUTLOT E 3 11 ` 1 a MARKET CONDITIONS. ' T 1 2.) TEMPORARY CUL—DE—SACS SHALL BE ' 4 INSTALLED AS REQUIRED AT PHASE o L——————— LIMITS. I 6 -1 �- 1 11 10 5 1 1 I 1 I / 9 8 7 6 13 of % ✓ AM LANE j X 14 — ——— /of N 'I 7 s 5 4 3 2 1 15 r / i 7 I _L— I CALL BEFORE YOU DIG JI 1 i i I I 1 1 I� I� I r--- o so ioo zoo 1 0 1 I (IN FEET) I I II1 1 / --- 111 LL J 0 1 Know what's below. Call before you dig. _1—�'I r —1 1 —�C -- — ——— --A ell I ' ---- ----�i-- The subsurface utility information shown pan y � I on this I is unlit _ __i-_—_ .—__—__ __—__—__—__ —__—__—__—__—__—__ —__—__ I__ I I \� f -- ----- ----------- -----'-a i-t Duality Level D. This quality level was determined according to -------- _ -- __ _— ___________ \ _ -------------------- r —_—_ __, ___,____I___,_____,_____i__—_,_____,—___,_____i_____,__—_,__�i ____,—__ _ _ __I_ __,_ __,may__—y____y__ the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline -----1--------------------n— _— =_ ._., for the Collection and Depiction of Existing Subsurface Utility -----------T-------= Data." BIRCH STREET (C.S.A.H. #34) p' 3890 Pheasant Ridge Drive NE,Suite 100 1 hereby certify that this Ian,specification Print Name: Brian].Krystofiak,P.E. Drawn: ]]O Revisions: BL HOLDINGS, LLC p 1 Carlson y ti p p 1.1/10/20PerCityComments NADEAU ACRES •environmental Blaine,MN 5) or report was prepared by me or under my • I•engineering Phone: (763)489-7900 direct supervision andthatlamaduly Signature:, Designed: B]K 7517 162nd Avenue NE PHASING PLAN of McCain surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota 1 ww.carlsonmccain.com the laws of the State of Minnesota Date: 12/6/19 License#:25063 Date: 12/6/19 Columbus, MIN 55025 o r:�oes�saz-eaao�saao-naaeau oarcelWac3e�enylneenno�preum-olanz�e«o_p"atngylan.awo PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Diane Hankee P.E., City Engineer Kelsey Gelhar, Project Engineer P & Z MEETING DATE: February 12, 2020 REQUEST: PUBLIC HEARING Conditional Use Permit for Building within the Floodplain (7020 West Shadow Lake Drive) CASE NUMBER: CU2020-001 APPLICANT: Leslie Schuhbauer 1558 Simpson Street St. Paul, MN 55108 REVIEW DEADLINE: Complete Application Date: January 13, 2020 60-Day Review Deadline: March 13, 2020 60-Day Extension Deadline: May 12, 2020 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning &Zoning Board Meeting: February 12, 2020 City Council Work Session: March 2, 2020 City Council Meeting: March 9, 2020 BACKGROUND The applicant, Leslie Schuhbauer, is proposing to build a home at 7020 West Shadow Lake Drive. A conditional use permit is required for building within the floodplain using alternative elevation methods. The parcel is approximately 0.31 acres. The Land Use Application is for the following: • Conditional Use Permit(CUP) o Building within floodplain using alternative elevation methods This staff report is based on the following submittal information: 1 • Certificate of Survey prepared by EG Rud& Sons, Inc. dated December 11, 2019 • Certificate of Survey and Volume Calculations prepared by EG Rud & Sons, Inc. dated December 12, 2019 • House Plans prepared by Croix Design& Drafting, Inc., dated November 8, 2019 • ICC-ES Evaluation Report for Smart Vent Automatic Foundation Flood Vents, reissued February 2019 • Applicant's Rice Creek Watershed District permit application, dated December 19, 2019 ANALYSIS History The parcel was created as part of the Lakes Addition No. 1 in 1969. The parcel remained vacant since it was platted. Based on historic county aerials, the accessory structure was constructed sometime between 2005 and 2008. Sanitary sewer and water services were installed to the right-of-way as part of the West Shadow Lake Drive Reconstruction project in 2019. Existing Site Conditions The existing parcel contains a 150 sf accessory structure and gravel and paved patio areas, three trees and open grass areas. The parcel is serviced by municipal water and sanitary sewer. West Shadow Lake Drive abuts on the north/northwest. The parcel has floodplain and shoreland. The Ordinary High Water elevation is 883.77 and extends onto the site. The FEMA Flood Elevation is 887 and extends onto the site. Zoning and Land Use The parcel was rezoned from R, Rural to R-1X, Single Family Executive in 2018 with Ordinance No. 19-18 in conjunction with the West Shadow Lake Drive Street and Utility Improvement Project. Current Zoning R-1X, Single Family Executive Current Land Use Single Family Residential Future Land Use per CP Low Density Sewered Residential Utility Staging Area 1A=2008-2015 2 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R-IX Single Family Residential Low Density Residential East Reshanau lake Lake Lake South R-IX Single Family Residential Low Density Residential West R-IX Single Family Residential Low Density Residential Shoreland Management Overlay District The parcel is located in the Shoreland Management Overlay District of Reshanau Lake. This lake is a classified as a Recreational Development Lake and has an 883.77 OHWL elevation. The required setback from the OHWL is 75 feet for sewered lots and the maximum allowed impervious surface is 30%. The proposed OHWL setback is 75 feet and the impervious surface is 30%. Both shoreland requirements are met. Floodplain Management The 2015 DFIRM indicates Zone AE floodplain on the parcel. The FEMA base flood elevation(BFE) is 887. The proposed single family home is positioned on the parcel so that it is in the Zone AE floodplain. The lowest elevation of the proposed single family home is 885, which is described as the assumed grade in the crawl space. Per procedures listed under Section 1103.07(2), it has been determined the parcel is in the Flood Fringe. The FEMA Flood Map Service Center does not indicate that a regulatory floodway is on the site. Due to the absence of a floodway and the presence of the BFE, the parcel is in the Flood Fringe district. Per Section 1103.06(3)(a) Conditional Uses, any structure that is not elevated on fill or floodproofed in accordance with division(2)(a) Standards for flood fringe permitted uses, of this section,requires a conditional use permit. The proposed single family home does not meet the requirements of(2)(a) Standards for flood fringe permitted uses, which requires that all structures, including accessory structures, must be elevated on fill so that the lowest floor, as defined, is at or above the regulatory flood protection elevation. The finished fill elevation for structures must be no lower than one foot below the regulatory flood protection elevation and the fill must extend at the same elevation at least 15 feet beyond the outside limits of the structure. Per Section 1103.06(4)(f), the Standards for Flood Fringe conditional uses: (f)Alternative elevation methods other than the use of fill may be utilized to elevate a structure's lowest floor above the regulatory flood protection elevation. These alternative methods may include the use of stilts, pilings, 3 parallel walls, etc., or above-grade, enclosed areas such as crawl spaces or tuck under garages. The base or floor of an enclosed area shall be considered above-grade and not a structure's basement or lowest floor if: 1. The enclosed area is above-grade on at least one side of the structure; The enclosed area is above-grade on at least one side of the structure as the low floor elevation of the home is above-grade. 2. It is designed to internally flood and is constructed with flood resistant materials; and The crawl space is designed to internally flood through the use of flood vents and will use materials as outlined in the building code. 3. It is used solely for parking of vehicles, building access or storage. The above-noted alternative elevation methods are subject to the following additional standards: No other use has been designated on the floor plans or would be approved other than "crawl space". a. Design and certification. The structure's design and as-built condition must be certified by a registered professional engineer or architect as being in compliance with the general design standards of the State Building Code and, specifically, that all electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities must be at or above the regulatory flood protection elevation or be designed to prevent flood water from entering or accumulating within these components during times of flooding. The design of the structure will be reviewed through the building permit process and will be required to meet building code standards and flood proofing requirements. The furnace and hot water heater are shown on the first floor of the home, above the flood protection elevation. The air conditioning equipment was not shown. b. Specific standards for above-grade, enclosed areas. Above-grade, fully enclosed areas such as crawl spaces or tuck under garages must be designed to internally flood and the design plans must stipulate: i. The minimum area of openings in the walls where internal flooding is to be used as a floodproofing technique. There shall be a minimum of two openings on at least two sides of the structure and the bottom of all openings shall be no higher than one foot above grade. The automatic openings shall have a minimum net area of not less than one square inch for every square foot of enclosed area subject to flooding unless a registered professional engineer or architect certifies that a smaller net area would suffice. The automatic openings may be equipped with screens, louvers, 4 valves, or other coverings or devices provided that they permit the automatic entry and exit of flood waters without any form of human intervention; and The house plans show at least two openings on two sides of the structure. The flood vent details and report state that the bottom of the vents shall be no more than one foot above final grade. The ICC-ES Evaluation Report for the flood vents states that the Model 1540-520 can accommodate 200 square foot of the enclosed space. Based on the provided plans, the enclosed crawl space is approximately 1,636 square foot, which will require nine (9)flood vents. The ICC-ES Evaluation Report states that the flood vents are mechanically operated and are activated by rising water. ii. That the enclosed area will be designed of flood resistant materials in accordance with the FP-3 or FP-4 classifications in the State Building Code and shall be used solely for building access,parking of vehicles or storage. No other use has been designated on the floor plans other than "crawl space". Design will be approved through the building permit process. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by regulating the amount of allowed on site impervious surfaces. The proposed 30% impervious meets the allowed 30% Shoreland District impervious surface requirements. Land Use Plan The 2030 and draft 2040 Comprehensive Plan guide the parcel for low density residential development. The proposed single family home construction is consistent with low density residential land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the floodplain alteration required for the construction of a single family home. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. West Shadow Lake Drive is a reconstructed local street and has capacity to accommodate one (1) new single family home. Sanitary Sewer Plan and 5 A goal of the sanitary sewer plan is to provide an affordable and safe sanitary sewer system. Municipal sanitary sewer has been installed along West Shadow Lake Drive and has capacity for the construction of one (1)new single family home. Water Supply Plan A goal of the water supply plan is to provide residents affordable potable water that is safe and of high quality for daily consumption and fire demand. Municipal watermain has been installed along West Shadow Lake Drive and has capacity for the construction of one (1) single family home. Findings of Fact-Conditional Use Permit Per Section 1007.016(2)(g), the Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water)Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed single family home with alternative elevation methods is consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan with the required plan revisions as detailed in this staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed single family home with alternative elevation methods is compatible with present and future land uses. The parcel and adjacent parcels are guided and zoned for residential use. A single family home is consistent the residential land uses. 6 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site Plan Review has been completed and the proposed single family home with alternative elevation methods will meet zoning performance standards if conditions listed in staff report are met. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer-financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and 7 cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The proposed single family home with alternative elevation methods does not change the level of service along West Shadow Lake Drive. It is a local road and is capable of handling the traffic volume proposed by the single family home. 5. The proposed development shall be served with adequate and safe water supply. The proposed single family home with alternative elevation methods will be served by an adequate and safe water supply. The parcel is served by a 12"municipal watermain located along West Shadow Lake Drive. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed single family home with alternative elevation methods will be served by an adequate and safe sanitary sewer system. The parcel is served by a 3"municipal force main sanitary sewer located along West Shadow Lake Drive. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities,processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic,noise, smoke, fumes, glare, or odors. The proposed single family home with alternative elevation methods is an allowed use within the R-IX, Single Family Executive District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke,fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no known natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1103.11(5)(a-k) must also be met: 8 (5) General considerations. The community shall consider the following factors in granting variances and imposing conditions on variances and conditional uses in floodplains: (a) The potential danger to life and property due to increased flood heights or velocities caused by encroachments; The potential danger to life and property due to increased flood heights or velocities is mitigated through the use of the enclosed crawl space equipped with flood vents for temporary flood storage. (b) The danger that materials may be swept onto other lands or downstream to the injury of others; The danger that materials may be swept onto other lands or downstream to the injury of others is mitigated through the use of the enclosed crawl space equipped with flood vents for temporary flood storage. (c) The proposed water supply and sanitation systems, if any, and the ability of these systems to minimize the potential for disease, contamination and unsanitary conditions; The parcel is currently served by existing municipal watermain and sanitary sewer. The single family home will connect to those services following current editions of the CEAM Standards and the City of Lino Lakes Standard Specifications. (d) The susceptibility of any proposed use and its contents to flood damage and the effect of such damage on the individual owner; The proposed single family home with alternative elevation methods includes an enclosed crawl space equipped with flood vents for temporary flood storage. The garage slab and first floor of the single family home are above the floodplain elevation. (e) The importance of the services to be provided by the proposed use to the community; The proposed single family home with alternative elevation methods provides no services to the community. The parcel is zoned R-IX, Single Family Executive. (f) The requirements of the facility for a waterfront location; The proposed single family home with alternative elevation methods meets the requirements of a facility for a waterfront location. 9 (g) The availability of viable alternative locations for the proposed use that are not subject to flooding; There are no viable alternative locations for the proposed single family home on the parcel. They are all subject to flooding. (h) The compatibility of the proposed use with existing development and development anticipated in the foreseeable future; The proposed use of the existing parcel is compatible with the anticipated use of the parcel in the future. (i) The relationship of the proposed use to the comprehensive land use plan and flood plain management program for the area; The proposed use of the existing parcel is compatible with the comprehensive land use plan and the floodplain management program for the area. (j) The safety of access to the property in times of flood for ordinary and emergency vehicles; West Shadow Lake Drive provides access to the site and is above the flood elevation. The safety of access to the property in times of flood for ordinary and emergency vehicles will not be affected by the construction of the proposed single family home. (k) The expected heights, velocity, duration, rate of rise and sediment transport of the flood waters expected at the site. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and not expected to be affected due to the construction of the proposed single family home. RECOMMENDATION Staff recommends approval of the conditional use permit and site plan review for the single family home with alternative elevation methods located at 7020 West Shadow Lake Drive subject to the following conditions: 1. The applicant shall not modify the municipal watermain and sanitary sewer that provides service to the parcel. 2. The flood vents are not to be removed or blocked. The flood vents must be constructed to the manufacturer's standards. 10 3. If in the future additional square footage is added to the single family home or accessory structures are added to the parcel, additional floodplain management mitigation will be required. 4. Flood-proofing measures, in accordance with the State Building Code and this chapter must be reviewed during the building permit process. The applicant must submit a plan or document certified by a registered professional engineer or architect that the flood-proofing measures are consistent with the regulatory flood protection elevation, the local water management plan and associated flood factors for that particular area. 5. The applicant shall enter into a Non-Conversion Agreement, which shall stay with the parcel, and shall state that the crawl space shall not be used for uses other than storage and temporary flooding and that the flood vents shall not be modified in such a way that will decrease their capacity. The City of Lino Lakes and the Rice Creek Watershed District reserve the right to enter the property to perform annual inspections as required by the Non-Conversion Agreement. 6. No impervious surface may be installed under the proposed deck. The following issues shall be addressed prior to the construction of the proposed single family home with alternative elevation methods: 1. On the Certificate of Survey prepared by E.G. Rud& Sons, Inc., dated December 11, 2019: a. Label the existing contours. b. Clearly show the Ordinary High Water Level. c. Clearly show the FEMA Floodplain Elevation. 2. Include a legend for the blue and red volumes shown on the Certificate of Survey prepared by E.G. Rud& Sons that includes the Volume Calculations dated December 12, 2019. 3. Provide square footage of the crawl space and verify that eight flood vents are enough to service this space. The ICC-ES Evaluation Report claims that the Model 1540-520 Flood Vent is capable of providing flood mitigation for 200 square feet per properly installed flood vent. 4. A building permit shall be submitted and approved by the Building Department. ATTACHMENTS 1. Site Location&Aerial Map 2. Certificate of Survey 3. House Plans 11 �. �+ '' , y 11 7 j (•y� 4 fee gr Aerial Map N CITY '' � , OF 0 150 300 IN KE 7020 West Shadow Lake Drive SCALE IN FEET CERTIFICHE OF SURVEY PROPOSED IMPERVIOUS SURFACE CALCULATIONS TOTAL LOT AREA .............................13782 --for-- BEN AND LES LI E SCH U H BAU E R PROPOSED HOUSE AND GARAGE ......2840 PROPOSED DRIVEWAY ..........................982 PROPOSED COVERED PORCH ...............276 --of 7020 West Shadow Lake Dr, Lino Lakes, MN N PROPOSED SIDEWALK ............................30 TOTAL IMPERVIOUS SURFACE .............4128 PERCENT IMPERVIOUS .......................30.0% BENCHMARK o� 88 x886.35 / DNR benchmark for Reshanau Lake �(j FgT 06 P JGJ\��O eA x887.20 Top of SE end of concrete outlet �� 696 8 q� FND O.5" 1.P. \ culvert through West Shadow Lakes Dr. /� Fob°�� pR�c 4z"s�° R.L.S.#3527 North of Country Lakes Park POD �p��Q F'2 C9 888.09......... \ Elevation = 882.38 (NAVD88) � Fer>8 88659SPR*UC 6 886. ec88 882.11 (NGVD29) x886.17 ��/ \ �^ x77 J � S / Fe lBs> o /�$86.46 x886.79...� �G \ ;^ N/ ,R x888:54 • .. AWLSPACE) x886.66 .� PROPOSED ELEVATIONS 886.72 O� 90 GARAGE ;`.\ �� � �s�C, MAIN LEVEL SUB FLOOR = 890.6 /88 .70 / FLOOR=889.0 / ^^ �' / / �9 •��'�•.....x ..•�• GARAGE FLOOR = 889.0 .0u�786.71 x CRAWL SPACE FLOOR = 885.0 ^ x886.53 // 9/ 885.86 ���� �O �560 y x885.65 co / x886. g865tx� �\ / x886.20 �P}APO a / 885.79 x885.58 ate/ / ^o PROPOSED HOUSE x ^ ^^\ 885.65 885.93 / 8 6.45 ��� AO�PCh, o x �� x885.29 x885.26 \ SPRUCEI2 \ ` �� 886.46`�\ ,\O' , 885.69 / :.•• l FBT S3 6 O SHRUB 886.0Z // x• / ................. / 7 O /6 / x886.64 O RO ^� 88 0 // \x884 85 b+ x886.36 x887:07 `� 67 % PATIOS AND SHED `��� aaa.92S x884.66 ^\\885�"I (TO BE' REMOVED) - ^5�..1­ co x887_0.3 8 . RgoFtic g9 x 887.10 8 `ro $q�0' ............... ro / x 885.85 x 885.38 s m 0� A,) O .': �� `-EDGE OF WATER AS MEASURED 11-14-17 I/ 884.68, 98 CC 886.77/ x885.39-� y Q Ftio7 S2x8 Q ��a 884.92x 886.46 �S BC :�/ /�/ f _ \d per' �9 No x884.81 G y0(/SF x885.03 � Q O 884.63 x884.57 x8&S.53i t� 6 x884-.47.�/ o o��Q L l/' \ \ cn a \ \ C \ \ / cn I a Existin \ \ 9 House \ \ \ o I \ � GRAPHIC SCALE LEGEND 20 0 10 20 40 imomm NOTES • DENOTES IRON MONUMENT FOUND AS LABELED I INCH = 20 FEET DENOTES IRON MONUMENT SET, MARKED RLS# 41578 0 DENOTES ELECTRICAL BOX - Field survey was completed by E.G. Rud and Sons, Inc. LEGAL DESCRIPTION on 11/14/17. x ssz.3s DENOTES EXISTING SPOT ELEVATION DENOTES DRAINAGE ARROW - Bearings shown are on an assumed datum. Lot 2, Block 4, LAKES ADDITION NO. 1, DENOTES PROPOSED CONTOURS Anoka County, Minnesota. - This survey was prepared without the benefit of title ggg DENOTES PROPOSED SPOT ELEVATION work. Additional easements, restrictions and/or I herebycertifythat this survey, Ian encumbrances may exist other than those shown ..... p hereon. Survey subject to revision upon receipt of a ..•."•..•.• DENOTES EXISTING CONTOURS or report was prepared by me or under m direct supervision and that I am current title commitment or an attorne 's title s DENOTES SILT FENCE y p y � - - a duly Registered Land Surveyor under opinion. DENOTES CONCRETE SURFACE the laws of the State of Minnesota. T DENOTES GRAVEL SURFACE JASON . R �aao� TREE DETAIL Date: 12/11/19 License No. 41578 Go Run U61 DRAWN BY: MMD JOB NO: 19219HS DATE: 04/05/19 MEN DENOTES ELEVATION CHECK BY: JER SCANNED ❑ EST.1911 o�o�ti ----- - DENOTES TREE QUANTITY 1 06/20/19 UPDATED HOUSE PLAN BCD Professional Land Surveyors �goP�� - „----DENOTES TREE SIZE IN INCHES G G 2 10/02/19 UPDATED HOUSE PLAN BCD V77V Lake Drive NE, Suite 110 ----DENOTES TREE TYPE WWW.egrUd.COm � � 12/11/19 UPDATED DRAINAGE BCD Lino Lakes, MN 55014 1 NO. 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ALL RrjHn fWw5ERvED )0000( CROIX DfZW and DRAFrWa, W. PLANNING & ZONING BOARD AGENDA ITEM 6C STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: February 12, 2020 REQUEST: Concept Plan Review for 87 Lilac Street CASE NUMBER: CR2020-001 APPLICANT: Bonfe Builders Attn: Joe Bonfe 10165 Powers Lake Trail Woodbury, MN 55129 OWNERS: Lyndal and Sally Nelson 87 Lilac Street Lino Lakes, MN 55014 REVIEW DEADLINE: Complete Application Date: January 16, 2020 60-Day Review Deadline: March 16, 2020 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning &Zoning Board Meeting: February 12, 2020 City Council Work Session: March 2, 2020 BACKGROUND The applicant, Bonfe Builders, submitted a land use application for Concept Plan Review. The proposed development is a 4 lot residential subdivision of a 1.62 acre parcel located at 87 Lilac Street. The property owners are Lyndal and Sally Nelson. Due to the potential need for multiple variances and easement vacation, the applicant has submitted a concept plan. This will give staff, Boards and Council to offer comments on the proposal prior to incurring costs of submitting a full preliminary plat application. This staff report is based on the following information: • Concept Plan for Bonfe Builders prepared by EG Rud & Sons, Inc. dated January 10, 2020 1 • Soil Map from the Natural Resources Conservation Service received on January 16, 2020 An executive summary of this staff report and future land use applications can be found at the end of this report. ANALYSIS Existing Site Conditions Per the Concept Plan, the 1.62 acre site contains one (1) single family house with attached garage on the south end of the property and a detached accessory structure. The property is sparsely wooded with grassy yard area and tillable garden. The existing house is served by private well and septic system. Municipal utilities are located along Mustang Lane and four(4) services are stubbed to the site. The parcel was platted as Lot 12, Block 2, Sunset Oaks in 1977. A large "Ponding" area is dedicated on the plat over a portion of the subject site. General Site Plan The concept plan proposes four(4) residential lots with individual storm ponds. Lot sizes range from 17,590 sf to 17,734 sf and lot widths range from 125 ft to 150 ft. Land Use and Density At the time of this staff report, the draft 2040 Comprehensive Plan is under review by the Met Council and has not been adopted by the City Council; therefore,the 2030 Comprehensive Plan is in effect. Per the 2030 Future Land Use Map, the site is guided Low Density Residential and requires development at 1.6 to 3.9 units per net acre. Gross Area(acres) 1.62 Wetlands & Water Bodies 0.00 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other(Utility Transmission Easement) 0.00 Other(Wetland Buffer Area) 0.00 Net Area (acres) 1.62 2 # of Units 4 I LGross Density (units/acre) 2.47 Net Density (units/acre) 2.47 The proposed net density is 2.47 units per acre and is consistent with low density residential land uses. Rezoning The property is currently zoned R, Rural and would be rezoned to R-1, Single Family Residential which is consistent with adjacent sewered parcels in the neighborhood. Zoning and Land Use Current Zoning R, Rural Current Land Use Rural Residential Future Land Use Low Density Residential Both 2030 & 2040 Utility Staging Area IA(2008-2015) Surrounding Zoning and Land Use Direction Zoning at Current Land Use Future Land Use North R-1, Single Family Single Family Low Density Residential Residential South R, Rural Rural Residential Low Density Residential East R-1, Single Family Single Family Low Density Residential Residential West R, Rural Rural Residential Low Density Residential Zoning Requirements The property will be rezoned from R, Rural to R-1, Single Family Residential. 3 R-1 87 Lilac St Requirements Min. Lot Size 10,800 sf Ave. 17,660 sf Min. Lot Width -Interior Lot 80 ft 150 ft -Corner Lot 100 ft 117 ft Min. Lot Depth 135 ft 1171 ft Double Frontage Lots 145 ft NA Building Setback -From Streets --Local Street 30 ft NA --Collector 40 ft 30'ft (Mustang Ln &Lilac St --Corner lot 40 ft 30'ft Rear --Principal 30 ft 30 ft --Accessory 5 ft 5 ft -Side --Principal loft loft --Accessory 5 ft 5 ft --Corner lot 30 ft 30 ft 15' if side or Buffer rear lot abuts Required along collector or Mustang Lane arterial street 'Variance required As proposed on the concept plan, Lots 1, 2 and 3 would need variances for lot depth and street setback. As discussed later in this report, road right-of-way dedication and street and utility improvements are required between Lot 1 and 2 that extends west from Mustang Court. Those lots will then front off of the new road and lot depth and setbacks can be met, eliminating the need for variances. Lot 3 will still require the variances. It should be noted the lot area of Lot 3 is 17,639 sf and exceeds the required 10,800 sf minimum. 4 It should be noted the existing house does not currently meet west side lot line setback and the existing detached accessory structure does not meet east street lot line setback. Variances should be considered after the fact. In 2000, City Council approved a 3.5 ft variance allowing an addition to the attached garage to be setback 26.5 ft from Mustang Lane which was classified as a local road at the time. Building Type and Construction Each new single family house shall be compliant with Section 1007.043(2)(a), General Building Provisions and Section 1007.090(4), Building Requirements regarding floor area, garage and design and construction standards. Subdivision Ordinance Blocks and Lots The concept plan depicts 4 lots for the purpose of constructing 3 new houses and the existing house. Streets and Alleys Per the 2030 and 2040 Comprehensive Plans, both Lilac Street and Mustang Lane are classified as minor collector streets. Section 302.03 of City Code Chapter 300: Public Property and Improvements requires 80 feet of road right-of-way for collector streets. The existing platted road right-of-way per the Sunset Oaks plat is 66 feet. Therefore, the subdivision of 87 Lilac Street would require an additional 7 feet of road right-of-way dedicated on the plat. Staff suggests possibly amending the City Code regarding required road right-of-way widths and setbacks for arterial, collector and local streets. This would apply to not only 87 Lilac Street but all future subdivisions. A variance could also be considered. Section 100 1.100 of City Code Chapter 1001: Subdivisions requires streets provide for future connections to adjoining unsubdivided tracts. Road right-of-way shall be dedicated extending west across from Mustang Court and paved road improvements installed. The front lot lines and driveways for Lot 1 and Lot 2 will then come off of the new street. This should eliminate the need for lot depth and setback variances for these two (2) lots. Ideally, the driveway of the existing house would be relocated to access off of Mustang Lane. Lilac Street is a collector road that carries higher volumes of traffic than Mustang Lane. Easements 5 The Sunset Oaks plat has a 160 foot x 190 foot ponding easement dedicated on the plat which encumbers the subject site at 87 Lilac Street. The applicant proposes vacating this easement. An extensive stormwater drainage study will be required to determine the purpose of the easement and what impacts vacating the easement may have on adjacent properties. Standard drainage and utility easements at least 10 feet wide shall be provided along all lot lines. Stormwater Management and Erosion and Sediment Control The concept plan depicts 3 linear stormwater ponds located between the lots. The soils map indicates Lino loamy fine sand and Zimmerman fine sand. The Hydrologic Soil Group is Type A. These are typically good soils for infiltration. The Sunset Oaks plat has a 160 foot x 190 foot ponding easement dedicated on the plat which encumbers the subject site at 87 Lilac Street. A 15" storm sewer pipe installed in 1998 extends from the easement area and drains east and north to a storm pond north of Pony Court. The applicant proposes vacating this easement. An extensive stormwater drainage study will be required to determine the purpose of the easement and what impacts vacating the easement may have on adjacent properties. The site is subject to RCWD stormwater and erosion control regulations. A stormwater management plan and erosion and sediment control plan in accordance with City Ordinance Chapter 1011 shall be required. Utilities Public water, sanitary and storm sewer utilities are required to serve the development. Standard utility trunk, availability and Bisel amendment fees apply. Sanitary Sewer The parcel is in Sanitary Sewer District 2 and Utility Staging Area 1A(2008-2015). A 15" sanitary sewer main installed in 1998 along Mustang Lane services the site. Four(4) services were stubbed to the property. The sanitary sewer system has capacity for four(4) more residential units. Sanitary sewer main shall be installed within the required road right-of-way to the west property line to serve future development. The existing house located at 87 Lilac Street shall hook up to municipal sanitary sewer. Watermain 6 A 12"watermain installed in 1998 along Mustang Lane services the site. Four(4) services were stubbed to the property. The water supply system has capacity for four(4) more residential units. Watermain shall be installed within the required road right-of-way to the west property line to serve future development. The existing house located at 87 Lilac Street shall hook up to municipal sanitary sewer. Public Land Dedication Park land was dedicated and fees were paid to the City for the original development of Sunset Oaks. Therefore,public land dedication requirements have been satisfied for the existing lot, 87 Lilac Street. Three (3)residential units of cash in lieu of parkland dedication will be required for the 3 new lots being created. 87 Lilac Street 3 lots x $3,150= $9,450 Behm's Park is located north of the subject site. Public trail exists along the north side of Lilac Street and within Behm's Park. A trail could be installed along 87 Lilac Street to provide a connection between Lilac Street and the park; however,park dedication fees would not cover the cost. It is recommended that park dedication fees be collected for future park and/or trail improvements. Required Screening, Landscaping and Buffer Yards Section 1007.043(17) of the City Code Chapter 1007: Zoning requires landscape and buffer screens between residential uses and collector streets. Buffer screens would be required along Mustang Lane. If the existing driveway is relocated to Mustang Lane, a buffer screen should be considered along Lilac Street. Open area landscape standard and boulevard tree requirements may apply depending on final subdivision design. Comprehensive Plan The proposed 4 lot residential subdivision is generally consistent with the 2030 Comprehensive Plan in regards to resource management, land use, housing, transportation, water supply and sanitary sewer. Wetlands There are no wetlands indicated on site. Floodplain 7 There is no FEMA floodplain on site. EXECUTIVE SUMMARY The City's review and comments on the concept plan's relation to the Comprehensive Plan and development regulations does not grant any rights to the applicant to develop the property as depicted by the concept plan. The following is a summary of the staff report: • Rezone property from R, Rural to R-1, Single Family Residential • Variances Required o Lot depth for Lot 3 ■ 135 feet required ■ 117 feet proposed o Road right-of-way width(Mustang Lane) ■ 80 feet required ■ 66 proposed o Street Setback(Mustang Lane) ■ 40 feet required ■ 30 feet proposed o Lot Line Setbacks for Existing House • Seven(7) feet of additional road right-of-way are required along Mustang Court unless an amendment is made to the city code or a variance is granted • Road right-of-way dedication and street and utility improvements are required between Lot 1 and 2 that extends west from Mustang Court. • Lots 1 and 2 shall front and have driveway access from the new road. • If possible, the driveway of the existing house should be relocated to Mustang Lane. • An extensive stormwater drainage study will be required to determine the purpose of the ponding easement and what impacts vacating the easement may have on adjacent properties. • A stormwater management plan and erosion and sediment control plan in accordance with City Ordinance Chapter 1011 shall be required. • The 3 new houses and existing house shall hook up to municipal watermain and sanitary sewer. • Standard utility trunk, availability and Bisel amendment fees apply. • Park dedication fee of$9,450 for 3 new lots is required. • Landscape and buffer screens are required along Mustang Lane. • See WSB City Engineer memo for additional comments. Future land use applications may include: • Rezoning • Variances 8 • Preliminary Plat • Drainage &Utility Easement Vacation • Final Plat ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. WSB City Engineer memo dated February 5, 2020 4. Concept Plan for Bonfe Builders prepared by EG Rud& Sons dated January 10, 2020 9 MINIMUM ` o o uu - ■/i ■ ■ 1 1■ I nnmCO �rrrrrrrriu°° : ■ ■ ■ ■_ r- ■ ■ . ■ ■ II ���� �� � 'I11111■■1 ■ ■ � 11►�� ■ Ill�r � ■ .■�� I■■ ■ �� �11 ■ 187 Lilac Street', ■■ ■ ■■ ■ 11111111�I1 � ■ ■ _ 00 000 off Sit: Location 7 7672 PONY CT " 7657 1 1' 114 101 1 7 11 ' MUSTANG CT p r 17 31 45 59 73 $7 118 761 w w tr C! LILAC ST Q � o w � z 7 Q Q O 46 74 � w J MEL- Aerial Map o 100 200 400 CITY OF W E Feet IN KES 87 Lilac Street s Memorandum Ws b, To: Katie Larsen, City Planner, City of Lino Lakes From: Diane Hankee, City Engineer, City of Lino Lakes Date: February 5, 2020 Re: 87 Lilac Street Subdivision Concept Plan Enclosed are our engineering review comments for the Concept Plan at 87 Lilac Street in Lino Lakes, MN, prepared by EG Rud & Sons, Inc. dated January 10, 2020. The applicant is proposing 4 single family lots (1 existing)on a 1.62 acre site along Mustang Lane and Lilac Street. Engineering 0 Grading Z m Grading will be reviewed with a future submittal. co • Stormwater Management 0 LO co The City's surface water management requirements shall be met. There is an existing ponding area N on the site that has not been accommodated through the proposed side yard swales. There is an LO existing 15-inch concrete storm sewer outlet pipe that conveys water via a piped system to the Century Farms ponding system. The applicant will be required to complete a drainage study that 0 addressed the existing pond and conveyance. Currently they are proposing a new home in an existing ponding area. The applicant shall anticipate a larger centralized area for ponding that LO perpetuates the adjacent property's drainage. This will likely lead to the need for revised easements Z at 73 Lilac Street. 2 � Water Supply a a z There is an existing 12-inch watermain located within Mustang Lane. There are (4) existing 1-inch a service stubs to the property. The existing water system is designed with the capacity to serve this U) parcel and, to the west, the Sunset Oaks area. 0 cl 1. The applicant shall extend mainline watermain to the western boundary of their lot to serve Ui properties to the west as outlined in the comprehensive plan. D U) • Sanitary Sewer w LU There is an existing 15 inch sanitary sewer main in Mustang Lane. There are (4)existing 4-inch U) service stubs to the property. The existing sanitary sewer system is designed with the capacity to serve this parcel and, to the west, the Sunset Oaks area. w co Ms. Katie Larsen 02/05/2020 Page 2 1. The applicant shall extend mainline sanitary sewer at maximum depth to the western boundary of their lot to serve properties to the west as outlined in the comprehensive plan. • Transportation Lilac Street and Mustang Lane are identified as minor collectors. Lilac Street has an existing 120 foot right of way and Mustang Lane has an existing 66 foot right of way. Current City ordinance would require an additional 7 feet of right of way be dedicated along Mustang Lane. Staff is reviewing the required road right of way widths for collector roadways which could lead to the existing right of ways remaining. 1. The proposed development shall provide roadway access to the westerly Sunset Oaks development area for future access and roadway network connectivity. 2. The applicant shall relocate the existing house driveway from Lilac Street to Mustang Lane. 3. The development should accommodate a future trail along Mustang Lane. • Wetlands and Mitigation Plan There are no known wetlands on the proposed development site. • Floodplain There is no floodplain on the proposed development site. • Drainage and Utility Easements There is an existing ponding easement located on both the 73 & 87 Lilac Street properties. Surface water conveyance shall be maintained and existing/future drainage easements are anticipated. See stormwater management section for additional information. • 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 It is anticipated that the stormwater maintenance will be covered by the City's programmatic agreement with RCWD. • Permits Required Permits will be identified with a preliminary plat submittal. If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. 87 Lilac Street Concept Plan Engineering Review S:\RUD\CAD\20PR0]\200029PR200029PP_EMAILDWG 200029PP