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HomeMy WebLinkAbout01/12/2022 Item 6A, NorthPointe Garden Estates FP & Site PlanPLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: P & Z MEETING DATE Katie Larsen, City Planner January 12, 2022 REQUEST: NorthPointe 8th Addition and NorthPointe Garden Estates 1. Final Plat 2. Site & Building Plan Review CASE NUMBER: APPLICANT: PF2021-001 FP2021-008 SP2021-004 Lino Lakes 72, LLC Attn: James E Illies 175 7th Ave S Waite Park, MN 56387 OWNER: Tony Emmerich Construction, Inc. Attn: Baleen Roberts 227th Street Court North Forest Lake, MN 55025 REVIEW DEADLINE: Complete Application Date: December 16, 2021 60-Day Review Deadline: February 14, 2022 120-Day Review Deadline: April 15, 2022 Environmental Board Meeting: January 4, 2022 Park Board Meeting: N/A Planning & Zoning Board Meeting: January 12, 2022 City Council Work Session: February 7, 2022 City Council Meeting: February 14, 2022 BACKGROUND The applicant, Lino Lakes 72, LLC, is final platting a 4.5 acre parcel for the purpose of constructing a 72 unit, 55+ age restricted independent senior housing building called NorthPointe Garden Estates. It is important to note this is not an assisted -living or senior 1 care facility. This is an age -restricted multi -family building for seniors. The name of the final plat is NorthPointe 8th Addition. The Land Use Application is for the following: oo Final Plat o Outlot A, NorthPointe 51h Addition to Lot 1, Block 1, NorthPointe 81h Addition oo Site & Building Plan Review o Independent senior housing building This staff report is based on the following information: oo INH Project Description oo ALTA Survey prepared by Carlson McCain dated November 12, 2021 oo Final Plat for NorthPoint 8th Addition prepared by Carlson McCain received December 13, 2021 oo Civil Plan Set, Landscape Plan and Tree Preservation Plan prepared by Carlson McCain dated December 10, 2021 oo Lighting Plan prepared by Luma Sales Associates dated December 9, 2021 oo Architectural Plan Set prepared by Cole Group Architecture dated December 23, 2021 oo Stormwater Management Plan prepared by Carlson McCain dated December 10, 2021 oo Wetland Delineation Report prepared by Kjolhaug Environmental Services Company, Inc. dated September 8, 2021 oo Traffic Analysis Memorandum prepared by Sz Traffic Solutions dated December 13, 2021 oo Traffic Noise Assessment prepared by David Braslau Associates, Inc. dated January 5, 2022 ANALYSIS History The subject site is legally described as Outlot A, NorthPointe 51h Addition and is part of the NorthPointe residential housing development. Per the 2014 Council Resolution No. 14-21 approving the entire NorthPointe PUD Development Stage Plan/Preliminary Plat, this outlot is required to be developed as an age restricted (55+) multiple family dwelling consistent with the regulations of the R-4, High Density Residential District with underground parking for 50% of the required stalls and at a density of 20 to 25 dwelling units per acre. Future development of this outlot shall require a PUD Final Plan/Final Plat, Development Contract and Site Plan Review. The Developer shall record against the outlot a declaration or other document stating these requirements. W Proposed Project Per the Applicant's Project Description, the improvements will consist of a 3 story 72 unit building, constructed over a one story at -grade parking garage (with 1:1 stalls per unit), totaling a 4 story building. The project will be constructed out of wood framing with the use of varying pitched roofs to give architectural appeal to the area. The use of varying styles of stone/brick help the building meet the 33% material requirements, while giving an aesthetic feel to the fagade. Varying siding and decorative elements make up the rest of the building design. Multiple amenity spaces are incorporated within the building enhancing the overall experience for the residents of this project. Featured amenities will include: On -site Management Office, Community Room, Fitness Center, Mail and Package Lockers, Woodshop, Game Room and Salon. A variety of floor plans will include One Bedroom, One Bedroom + Den, Two Bedroom and Two Bedroom + Den options for residents to select. A tentative 15 month construction schedule is May/June 2022 start and August 2023 completion and occupancy. Existing Site Conditions Per the December 10, 2021 Stormwater Management Plan, the 4.5 acre site is bounded on the north by wetland, on the east by Interstate 35E, on the south by agricultural property, and on the west by Chestnut Street. The site was previously partially graded as part of the overall mass grading for the Northpointe master plan of development. As part of the master plan of development, two wet sedimentation basins were constructed on or adjacent to the site to provide rate control and water quality treatment for the proposed site. The NorthPointe residential development consists of 216 single family detached homes. Zoning and Land Use In 2014, the City Council adopted Ordinance No. 02-14 rezoning the entire NorthPointe development including this outlot from R, Rural to PUD, Planned Unit Development. Current Zoning PUD, Planned Unit Development Current Land Use Vacant Residential Future Land Use per CP Medium Density Residential Utility Staging Area 1A=2018-2025 Density Density calculations are based on the entire NorthPointe residential development. The following chart implements Met Council's formula for calculating net density. Gross Area (acres) 94.09 Wetlands (9.21) Public Parks & Open Space (5.28) Arterial ROW (0.26) Other (Floodplain) (3.14) Other (Wetland Buffer -Conservation Easement Area) (5.72) Net Area (acres) 70.48 # of Units 299 Gross Density(units/acre) 3.18 Net Density (units/acre) 4.24 The 299 housing units consists of the 215 existing NorthPointe single family homes, existing house at 2162 Cedar Street, 11 future single homes and the proposed 72 unit independent senior building. The NorthPointe residential development was approved in 2014 under the land use control of the 2030 Comprehensive Plan. The development was guided medium density residential and required 4.0 to 5.9 units per acre. The developer wanted to build single family detached homes and in order to meet density requirement, this outlot was created and reserved for the purpose of constructing a higher density, age restricted, multi -family building. Under today's 2040 Comprehensive Plan, the entire development is still guided medium density residential which requires 4.0 to 6.0 units per net acre. The proposed net density of the entire development is 4.24 units per net acre which is consistent with the 2030 and 2040 Comprehensive Plan and NorthPointe PUD Development Stage Plan guided land use and density. Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future 2040 Land Use North PUD, Planned Unit NorthPointe Park Park & Open Space Development South R, Rural Agricultural Low Density Residential M I-35E and R-1, Single Family Low Density East Single Family Residential Residential Residential PUD Planned Unit Open Space, Wetland Open Space & West Development & Single Family Single Family Residential Residential Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The final plat is consistent with the comprehensive plan for medium density development & the NorthPointe PUD Development Stage Plan and preliminary plat. The development also conforms with the zoning code requirements for R-4, High Density Residential District as detailed below. Blocks and Lots The NorthPointe preliminary plat was approved in March 2014. The final plat for Outlot A, NorthPointe 5a' Addition was approved in April 2017. This outlot is being re -platted for this project as Lot 1, Block 1, NorthPointe 8th Addition. Streets and Alleys No new streets are required for the independent senior housing building. Driveway ingress/egress will be from Chestnut Street, a local road. The existing temporary cul de sac will remain for emergency vehicle turnaround. This cul de sac will be removed in the future when Chestnut Street extends to the south. No additional street right-of-way is required. Easements Standard drainage and utility easements at least 10 feet wide have been provided along the lot lines. A minimum 10 ft wide drainage and utility easement is required above the delineated wetland and stormwater pond facility and is provided on the final plat. A separate trail easement for the existing trail on the northwest end of the lot has been recorded. Public Land Dedication 5 The City will collect a cash fee of $227,520 in lieu of land dedication for NorthPointe 8tn Addition. The independent senior housing building is within the NorthPointe park service area and no additional park land dedication is required. NorthPointe 8th Addition # Units = 72 7 Residential Park Dedication Fee = $3,160 TOTAL = $227,520 Site and Building Plan Review Site Plan The applicant is proposing to construct a 3 story, 72 unit building, constructed over a one story at -grade parking garage (with 1:1 stalls per unit), totaling a 4 story building. The site plan includes a paved parking lot, detached garage, senior building, landscaped courtyard with fire pit and gazebo, dog park area, sidewalk connection to existing trail, wetland and stormwater pond open space. The building footprint is 36,677 sf. The attached Site Plan Review Worksheet details the projects compliance with zoning setbacks, building design criteria, height, lighting and parking requirements. Overall, the proposed independent senior housing building meets ordinance and performance standard requirements unless otherwise noted. Setbacks The R-4, High Density Residential District zoning requirements apply to this project. The Site Plan Review Worksheet details setback requirements. The principal building 30ft setback is met along the Chestnut Street front lot line. The 20ft north and south side yard setbacks are also met. Staff notes the detached garage is not allowed in the front yard along Chestnut Street and would need to be relocated or removed. PUD Flexibility The required building setback along an arterial street (I-35E) is 40ft. The applicant is requesting PUD flexibility to reduce this setback from 40ft to 20ft to allow for the proposed building footprint and development of the courtyard amenities. The building will be 120ft from the centerline of the southbound lane of 1-35E and 330ft from the nearest house in NorthPointe. Shifting the building east also provides additional separation from the NorthPointe single family detached homes. C� Architectural Plans and Exterior Building Materials Per City Code Section 1007.043(2), General Building and Use Provisions: (c) Multiple Family Apartments Construction Standards: 1. The exterior of multiple family dwelling structures shall include a variation in building materials which are to be distributed throughout the building facades and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, multiple family dwelling structures shall comply with the following requirements: a. A minimum of thirty-three (33) percent of the combined area of all building exterior walls of a structure shall have an exterior finish of brick, stucco, and/or natural or artificial stone. b. For the purposes of this section, the area of the building facade shall not include area devoted to windows, entrance doors, garage doors, or roof areas. Exterior materials consist of stone veneer, brick veneer, LP lap siding and asphalt shingles. The building includes decorative trim board, stone band, stone cap, 4" window trim, horizontal LP lap siding, vertical board and batten and decorative gable corbels. This variety of materials and accents provide visual interest, articulation and depth to the building. The color palette consists of greys (carbon, driftwood gray), black, white and browns (Java and wood grain siding). The building has 41% masonry stone and brick. The materials and percentages are compliant with performance standards. Per City Code Section 1007.095 R-4, High Density Residential District: (1) Height Regulation. No building shall be erected or structurally altered to exceed forty-five (45) feet in height —or, for a multiple dwelling building, the greater of four (4) stories or forty-five (45) feet —except as allowed by § 1007.043 (3). The R-4 zoning district allows for 4 story multiple dwelling buildings. The proposed senior building is 4 stories (52ft measured to the roof midpoint) and is compliant with performance standards. Trash/recycling enclosure and mechanical equipment are located inside the building in the garage level. The building will be sprinkled for fire suppression. The following chart is a summary of the bedroom and unit mix: 7 # of Bedrooms # of Units One bedroom = 3 One bedroom with den = 10 Two bedrooms = 47 Two bedrooms with den = 12 TOTAL = City Code Section 1007.095(5) states the minimum livable floor area for each multiple family dwelling unit shall be 700 sf plus 100ft additional square feet for each bedroom. This would require the one bedroom units to be a minimum 800 sf and the two bedroom units to be a minimum of 900 sf. Sheets A102-A104 provides a summary chart of the unit sizes ranging from 792sf to 1,284sf. The A.1 one bedroom units are less than 800sf and shall be revised. Outdoor Lighting Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. The site photometric plan shows 5 light poles in the parking lot that are 25 ft tall with downlit and cutoff light fixtures. The foot candle measurements, light poles and fixtures meet ordinance requirements. Off -Street Parking Requirements Per City Code Section 1007.044(6), (d) Elderly (Senior Citizen) Housing. Reservation of area equal to one (1) parking space per unit. Initial development is, however, required of only one- half (1/2) space per unit and said number of spaces can continue until such time as the City Council considers a need for additional parking spaces has been demonstrated. In addition to the City ordinance, PUD Resolution No. 14-21 requires 50% of the parking stalls to be underground. The 72 unit senior building requires 72 parking spaces with at least 36 underground. Sheet C3, Site Plan indicates 62 surface stalls, 2 handicap surface stalls, 72 interior (underground) and 9 detached garage stalls for a total of 145 parking spaces. Parking requirements are met. Grading Plan and Stormwater Management Per the Stormwater Management Plan prepared by Carlson McCain dated December 10 2021, the drainage boundary being considered is 113.810 acres, which includes all drainage from the overall Northpointe development. Drainage areas affected by the proposed construction include the stormwater pond 300P located in the northern portion N. of the site, the stormwater pond 200P just outside the west-northwest property boundary (Pond 200P), Catchment 33S and 12S to Wetland 1P, which also receives stormwater from the outlets of Ponds 200P and 300P, and Catchment 11 S to Ditch 3P, which is the receiving body for Wetland 1P. The proposed site will only affect drainage to these areas. The majority of the site flows to Ponds 200P and 300P. The remaining stormwater drains between Ponds 200P and 300P to Wetland 1P or to Ditch 3P. All stormwater, ultimately flows to Ditch 3P. The proposed construction will maintain the drainage areas provided in the overall Northpointe master development plan to the maximum extent possible. The proposed apartment lot will meet the overall stormwater treatment requirements from the MPCA Construction Stormwater Permit. Adequate water quality treatment and rate control is provided by the existing regional ponds, wetlands, and ditches. All storm sewers have been sized to accommodate a 10-year storm at a minimum. The proposed development will not have an adverse impact on the existing stormwater infrastructure originally planned for the development of the site. The City Engineer and RCWD will review the stormwater management plan. Public Utilities The new independent senior housing building will be municipally served by an 8" PVC sanitary sewer and an 8" DIP watermain located along Chestnut Street. Tree Preservation and Mitigation Standards The following Tree Preservation and Landscaping information is from the January 4, 2022 Environmental Board staff report. The purpose of these standards is to protect valuable trees and stands of vegetation while not interfering with landowners' reasonable use and development of property. The goal is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. The Tree Preservation Plan calls for preserving 22 of 55 trees inventoried. The plan calls for removals of 33 trees of 55 trees inventoried. All of the removals are in Basic Use Areas, which are within grading limits, or associated with construction of a retaining wall on the east perimeter. Removals: Basic Use Area Natural Resource Protected Area Non -Environmentally Sensitive Area Mitigation Trees Required 27 No 27 0 6 6 No 2 0 27 of the removals are in Basic Use Area, and non -environmentally sensitive areas. These removals will not require mitigation trees. The other 6 removals are in Basic Use Area and Natural Resource Protected Area. These trees require 1 mitigation tree for every 2 trees removed. In this case, three of these trees are undesirable, due to being in poor condition or being an invasive species. The other 3 trees require mitigation at the rate of 1 mitigation tree per 2 trees removed, resulting in 2 mitigation trees being required for the project. The 2 green ash (T1040 and T1041) should be added to the removals list. Any trees to be preserved must be protected as described in the Tree Protection Fence Detail. This detail plate should be added to the details sheet in the plans. Mitigation trees have been credited through open space plantings. Preservation and mitigation standards have been met. Open Areas Landscape Standards The purpose of these standards is to provide general site beautification and high aesthetic quality with a mix of plant materials in open areas. Open area landscape standards call for 1 large tree and 3 large shrubs per 2000 sq. ft. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs 109,831 sq. ft. of open space calls for: 55 large trees 165 large shrubs Provided: 61 large trees or large tree equivalents 115 large shrubs or large shrub equivalents Existing trees are credited at the following rates: Existing Tree Value deciduous deciduous trees trees under trees between oe ►•12" QBH over G" Q&H ��r 6"-12" QBH Tree Size or evergreen evergreen or evergreen trees over 20' trees under trees between tall. 12' tall 12'-20' tall Tree 1 large tree 2 large trees lame trees Value There are 23 large trees worth (14 actual trees) of existing tree credit for trees being saved in the northeast corner near the stormwater pond and in the southwest near the 10 wetland. Trees that were noted in the Preservation Plan as being saved that did not receive existing tree credit include prohibited species (ash, Blue spruce, cottonwood) and two dead trees. The additional 38 large trees or large tree equivalents are in the common area, near the north stormwater pond, and on the west perimeter of the site. While 166 large shrub or large shrub equivalents were planted site -wide, they are not all applicable by placement. The 115 large shrubs or large shrub equivalents in the common area in the center of the building all count towards open space standards (sheet L2), as do the shrubs in the accent sign planting. The plants in foundation landscape zone and vehicular hardscape area do not count towards open space standards (sheet L3). The rest of the shrubs planted are in these two areas. Note that from the planting schedule, 14 plants were categorized as large shrubs, 176 as medium shrubs, and 105 as small shrubs. Swapping some of the smaller plants for larger varieties would save considerably on planting quantities. Open areas landscape standards have not been met. 50 additional shrubs will be needed in open space areas. Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. Buffer and/or screen will be required along the east lot line. The retaining wall will satisfy part of the requirements. Planting an additional 4 trees and 5 large shrubs will satisfy the requirements. Note that these plants will also satisfy the foundation landscape requirements for the northeast building face. Buffers and screens as planned do not meet the requirements. Canopy Cover The purpose of this requirement is to mitigate the effects of vehicular hardscape by establishing tree canopy cover to intercept rainfall, protect pavement from sun deterioration, reduce the heat island effect, and improve aesthetics. Canopy cover standards call for a minimum of 40% canopy coverage. Vehicular hardscape planned: 37,779 sq. ft. Canopy cover requirement: 15,112 sq. ft. Canopy cover provided: 15,425 sq. ft. 11 Canopy cover requirements have been met. Foundation Landscaping The purpose of these standards is to soften and enhance building architecture, define access points, add color and seasonal interest, and to blend buildings in with the natural environment. These standards apply to building fronts and sides facing public or private streets. 2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs The applicable building faces are the southwest side facing Chestnut Street (approximately 120 ft.), and the east side facing 35E (approximately 315 ft.). The foundation plantings required for the southwest side: Required: 2 large trees 7 large shrubs Provided: 4 large tree equivalents 23 large shrub equivalents The foundation plantings required for the east side: Required: 6 large trees 19 large shrubs Provided: 2 large tree equivalents and 14 large shrubs equivalents 4 large trees and 5 large shrubs should be planted east of the retaining wall along the northeast section of building that runs parallel with the lot line. The foundation landscape requirements have not been met for the east building face. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. The plan indicates sod in the common area in the center of the building, along the east and west building faces, and along the south edge of the parking lot and access road. Mn DOT seed mix 34-271, wet meadow, is indicated for the disturbed areas near the two stormwater ponds, and east of the retaining wall that runs along the east building face. Mn DOT seed mix 35-241, mesic prairie, is indicated for the disturbed area south of pond 300, and disturbed area near the wetland in the south of the parcel. 12 Due to the area east of the retaining wall being higher in elevation, on sandy soil, and being quite exposed, a dry prairie mix should be better suited than the wet meadow mix proposed. Boulevard Trees Boulevard trees are required for multi -family developments at a rate of 1 tree per 70 linear feet. The front lot line along Chestnut Street is 173 if which would require 2 boulevard trees. Five (5) boulevard trees are proposed and this requirement has been met. Signage Separate sign permit applications are required for all permanent monument and wall signs. Sign permit applications are required for all temporary signs as well. Impervious Surface Coverage The R-4 zoning district states the impervious surface of the property shall not exceed 65%. Plan Sheet C3, Site Plan notes 44% hard/impervious surface. Impervious surface requirements are met. Traffic Study A Traffic Impact Study was completed in November 2013 by Westwood Professional Services as part of the overall NorthPointe residential development and it included analysis for an 85 unit senior apartment. This report detailed compliance with City ordinance level of service requirements for the entire development. A Traffic Analysis Memorandum was completed on December 13, 2021 by S2 Traffic Solutions as an update to the 2013 study reflecting the proposed 72 unit senior building. Trip Generation Based on Institute of Transportation Engineers (ITE) standards and traffic counts collected by Quality Counts on December 7, 2021, the 72 unit senior building is forecasted to generate approximately 233 daily trips with 15 peak hour AM trips (7:15- 8:15am) and 18 peak hour PM trips (4:15-5:15pm). Land Use (Code) Sipe wily AM Peak dour PM Peak Hour nter_L Exit E�er Exit Senior Attached Hauling (252) 72 Units 233 Trips 5 Trips 10 Trips 10 Trips 8 Trips TOTAL 233 Trips 15 Trfps LH Trips It is important to note that an age -restricted 55+ independent senior housing building will generate less trips than a multi -family housing building. 13 Existing Arterial and Collector Roadway AADT & Capacity RoadwayFunctional AADT' Daily Road Class (year) Capacity Main St (CSAH 14) Minor Arterial 16,500 (2018) 22,000 20th Ave S (CSAH 54) Minor Arterial 3,000-6,100 (2018) 15,000 Birch St (CSAH 34) Major Collector 3,150 (2018) 15,000 Ash St (CR J) Minor Arterial 10,500 (2014) 15,000 'Annual Average Daily Traffic The AADT on the existing arterial and collector roadways are less than daily road capacity. The roadway network has capacity for an additional 233 daily trips generated by the senior housing building. Level of Service Level of Service (LOS) is used to describe the operating conditions and driver delay (measured in seconds) of an intersection. Operations are given letter designations from "A" (best operating conditions) to "F" (worst conditions). City Code Section 1007.020, Site Plan Review and Section 1001.013(2)(c), Premature Subdivision 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. 2024 No -Build Overall LOS 2024 Build Overall LOS Intersection A.M. Peak P.M. Peak A.M. Peak P.M. Peak 20th Ave S& Main St C C C C 201h Ave S& W Cedar St A A A A 201h Ave S& Red Oak Ln A A A A 20th Ave S& Birch St A A A A 20th Ave S& Ash St B B B C The proposed Level of Service does not degrade by more than one (1) LOS; therefore the subdivision is not considered premature and the traffic generated by the senior building is within the capabilities of the City's road system. 14 NorthPointe Road System Red Oak Lane, Cypress Street and 21St Avenue South are minor collector roads within the NorthPointe residential development. Minor collector roads are designed and intended to handle 1,000+ daily trips. Per the original 2013 NorthPointe Traffic Study, the entire NorthPointe residential development (single family homes and senior apartment) was projected to have 313 housing units and generate approximately 2,534 daily trips. This is well within the capacity of the entire NorthPointe road system. The actual housing unit count of 299 is less than the original 313. In December 2019, a Traffic Impact Study completed for Nadeau Acres collected existing daily traffic counts on Red Oak Lane east of 20th Avenue S. at 1,000 ADT. The City also collected daily traffic counts in August 2021 on Red Oak Lane east of 201h Ave S. at 987 ADT. These trip counts are consistent and are low for a minor collector road. Figure 6 of the 2021 Traffic Analysis completed for NorthPointe Garden Estates indicates 10 additional AM peak trips and 8 additional PM peak trips on Red Oak Lane. As noted, level of service is not impacted. The 18 existing homes on Chestnut Street generate approximately 180 daily trips. The local road has capacity for 1,000 daily trips. Chestnut Street has capacity for an additional 233 daily trips generated by the senior housing building. It should also be noted that Chestnut Street, 21St Avenue S., Cypress St. and Red Oak Lane all have sidewalks that provide safe pedestrian corridors in the area. A trail from Chestnut Street extends to NorthPointe Park. Further, with future development of the property south of NorthPointe, Cypress Street and Chestnut Street will extend south and Birch Street will extend east providing additional ingress and egress roads to the development. Conclusion The traffic study results are similar and marginally better than predicted in the original analysis. The proposed development has appropriate access to the site and to the surrounding roadway network. The traffic operational analysis indicates there is available capacity on the roadways surrounding the site to accommodate site -generated traffic. Staff will re-evaluate resident concerns regarding current speeding and traffic issues on Red Oak Lane and Dogwood Court unrelated to the NorthPointe Garden Estates project. Alternative Urban Areawide Review (AUAR) 15 The site is within the revised 2020 I-35E Corridor AUAR environmental review boundary. The project is consistent with Land Use Scenario 1 and 2 for medium density residential development. No further environmental review is required. Wetlands A wetland delineation report was completed by Kjolhaug Environmental Services on December 3, 2013 for the entire NorthPointe development. A WCA Notice of Decision (NOD) was issued by RCWD on April 11, 2014. The NOD is only valid for 5 years so a new wetland delineation report was completed by Kjolhaug on September 8, 2021 for the one (1) existing wetland on the senior housing building site. A new WCA NOD approving the wetland delineation was issued by RCWD on October 21, 2021. One 0.085 acre wetland area was delineated on the south end the site. The wetland is a Type 3/2 (PEMC/A) shallow marsh and wet meadow wetland. The wetland area (0.085 acre) is slightly smaller than the original approved wetland area (0.12 acre). No impacts to this wetland are proposed. The wetland is part of the Wetland Management Corridor and a conservation easement currently exists over the wetland as part of the original NorthPointe development. The easement area may be amended to allow for design of the parking lot with approval from RCWD. The total area of the easement would remain the same. A minimum 10 ft wide drainage and utility easement is required and is provided above the delineated wetland. Shoreland District The site is not within a Shoreland District. Floodplain The 2015 FEMA floodplain map indicates Zone A floodplain along the west edge of the site. However, a Letter of Map Revision (LOMR) was obtained on December 21, 2016 for the entire NorthPointe development. The floodplain boundary was revised and is no longer on the site. Noise Study A Traffic Noise Assessment for NorthPointe Garden Estates was completed on January 5, 2022 by David Braslau Associates, Inc. The report evaluated I-35E noise compared to daytime and nighttime noise standards. Noise standards are met under the following conditions: 16 1. The building shall be constructed in such a way that the exterior to interior sound level attenuation is at least 30 dB(A). 2. All housing units shall provide year-round climate control. 3. STC 30 windows shall be used for all windows. 4. Per page 8 of the Traffic Noise Assessment, exterior wall construction shall consist of: a. APA rated sheathing located on the exterior side of the exterior wall. i. This material will be 7/16" thick and a wood fiber material. b. Exterior wall shall be 2x6 studs with R-21 batt insulation. c. The inside finish shall be 5/8" gypsum board. d. Lap siding shall have a thickness of .354" and be of a wood fibrous material. e. Trim around the windows shall have a thickness of .970" and be of a wood fibrous material. Additional City and Government Agency Review Comments MNDOT MNDOT is reviewing the final plat and will provide comment. Public Safety Comments The Fire Division reviewed the plans and notes the following: 1. An emergency vehicle access shall be provided to the north side of the building. a. The developer could potentially upgrade the existing trail to provide emergency vehicle access. 2. An addition fire hydrant along the emergency vehicle access shall be added. 3. The elevator cars shall be large enough to accommodate ambulance stretchers. The Police Division reviewed the plans and did not identify any public safety concerns that should be addressed. Environmental Board The Environmental Board reviewed the development proposal at their January 4, 2022 meeting. The Board recommended approval with minor revisions required. City Attorney The City Attorney is reviewing the title commitment and final plat. Any comments shall be addressed prior to Council approval of the final plat. Agreements 17 Stormwater Maintenance Agreement A Declaration for Maintenance of Stormwater Facilities related to the private stormwater management facilities is required. Development Agreement A Development Agreement will be drafted by the City as it relates to the NorthPointe 81n Addition final plat. Site Improvement Performance Agreement A Site Improvement Performance Agreement may be required by the City as is relates to the NorthPointe Garden Estates development or the required securities may be collected with the Development Agreement. Declaration of Covenants As required by Resolution No. 14-21, the developer shall record against the property an age -restriction declaration. The applicant has submitted a declaration and it is under review by the City Attorney. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the construction of stormwater management BMP's such as curb, gutter, and stormwater pond. Land Use Plan The Comprehensive Plan guides this property for medium density residential. The proposed independent senior housing building is consistent with residential density land use. Housing Plan The goals and policies of Housing Plan are supported by the independent senior housing building. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. The arterial, collector and local roads have capacity to handle the traffic volume of the independent senior housing building. Sidewalks and trails are in place to provide safe pedestrian corridors. Sanitary Sewer and Water Supply Plan The new independent senior housing building will be municipally served by an 8" PVC sanitary sewer and an 8" DIP watermain located along Chestnut Street. The existing sanitary sewer and water supply system have capacity for the new development. Findings of Fact -Final Plat The Planning and Zoning Board shall consider the final plat and the Community Development Department shall forward the Planning and Zoning Board recommendations to the City Council. The following requirements shall be met before consideration of the final plat by the Planning and Zoning Board: 1. The final plat shall substantially conform to the approved preliminary plat and phasing plan. The final plat substantially conforms with the preliminary plat. 2. For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots; and Not applicable. The final plat is for an independent senior housing building. 3. Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. Conditions of the preliminary plat have been substantially fulfilled. Securities will be required with a Development Agreement. RECOMMENDATION Staff recommends approval of the final plat and site & building plan review for NorthPointe 8t' Addition and NorthPointe Garden Estates. The following conditions apply to the approval of the final plat and site & building plan review: l . The existing conservation easement and wetland buffer declaration may be amended with approval from RCWD. 2. A Development Agreement and securities related to the final plat are required. 3. A Site Performance Agreement and securities related to NorthPointe Garden Estates are required or securities shall be collected with the Development Agreement. 19 4. A Declaration for Maintenance of Stormwater Facilities related to the private stormwater management facilities is required. 5. A temporary cul-de-sac easement and exhibit are required over the cul-de-sac. 6. Separate sign permit applications are required for all permanent monument/pylon and wall signage. 7. Separate sign permit applications are required for all temporary signage. 8. Planned Unit Development, PUD flexibility is provided to reduce the principal and accessory building setback along I-35E from 40ft to 20ft. 9. All parking stalls (surface, interior garage and detached garage) shall be provided rent free to all tenants. 10. The following noise mitigation standards apply: a. The building is constructed in such a way that the exterior to interior sound level attenuation is at least 30 dB(A). b. All housing units shall provide year-round climate control. c. STC 30 windows shall be used for all windows. d. Exterior wall construction shall consist o£ i. APA rated sheathing located on the exterior side of the exterior wall. 1. This material will be 7/16" thick and a wood fiber material. ii. Exterior wall shall be 2x6 studs with R-21 batt insulation. iii. The inside finish shall be 5/8" gypsum board. iv. Lap siding shall have a thickness of .354" and be of a wood fibrous material. v. Trim around the windows shall have a thickness of .970" and be of a wood fibrous material. The following comments shall be addressed prior to City Council approval: 1. All comments from the City Engineer memo dated January 5, 2022 shall be addressed. 2. All comments from the Environmental Coordinator memo dated January 5, 2022 shall be addressed. 3. The following comments from the Lino Lakes Fire Division shall be addressed: a. An emergency vehicle access shall be provided to the north side of the building. i. The developer could potentially upgrade the existing trail to provide emergency vehicle access. ii. The developer shall consult with Deputy Director of Public Safety - Fire and City Engineer. b. An addition fire hydrant along the emergency vehicle access shall be added. c. The elevator cars shall be large enough to accommodate ambulance stretchers. 4. All comments from the MNDOT (to follow) shall be addressed. 5. The applicant shall draft a Declaration for Maintenance of Stormwater Facilities for the private stormwater maintenance facility. 20 6. The applicant shall draft a temporary cul-de-sac easement and exhibit for the cul- de-sac. 7. The applicant shall draft an amendment to the existing Conservation Easement and Wetland Buffer Declaration for City review and comment. a. The documents shall include both RCWD and the City of Lino Lakes as parties. b. The exhibit shall provide location of Protected Open Space Area monument signs. 8. All applicable plan sheets: a. All plan sheets shall be dated. b. The detached garage is not allowed in the front yard along Chestnut Street and shall be relocated or removed. 9. Sheet C3, Site Plan: a. Setbacks shall be measured from balcony support beams on the north side of the building. 10. Sheet L1, Landscape Plan: a. A landscape screen and buffer are required along the east and south lot lines. 11. Sheets A102-A104 Floor Plans: a. The A.1 one bedroom unit is less than 800sf and shall be revised. 12. Sheet AO 10, Site Plan: a. The parking calculations shall be revised to reflect City ordinance requirements. b. Setback lines i. The front building setback line shall note 30ft. ii. The "25 number note" on the north side near the detached garage shall point to the 20ft setback line. ATTACHMENTS 1. Aerial Maps-600' Scale and 200' Scale 2. City Engineer Memo dated January 5, 2022 3. Environmental Coordinator Memo dated January 5, 2022 4. Site Plan Worksheet 5. INH Project Description 6. Preliminary Plat for NorthPointe prepared by Carlson McCain dated June 9, 2014 7. Final Plat for NorthPointe 8th Addition prepared by Carlson McCain received December 13, 2021 8. ALTA Survey prepared by Carlson McCain dated November 12, 2021 9. Civil Plan Set, Landscape Plan and Tree Preservation Plan prepared by Carlson McCain dated December 10, 2021 10. Lighting Plan prepared by Luma Sales Associates dated December 9, 2021 11. Architectural Plan Set prepared by Cole Group Architecture dated December 23, 2021 21 N Aerial Map-600' scale 0 300 boo 1,200 C_ i T Y O F W- �/ , E Feet LNC3L KES NorthPointe Garden Estates S LACASSE DR ' y 1-35E AM 84 } v ' 6 �T i N Aerial Map-200' scale 0 100 Zoo 400 C I T Y*VIK O F W- �/ , E Feet LNCES NorthPointe Garden Estates S. 2 0 0 0 z W CO U) 0 Ln ,It 00 00 LO CD 0 N W H Z) W W af F- U) M W 00 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, EIT, WSB Diane Hankee, City Engineer, City of Lino Lakes Date: January 5, 2022 Re: NorthPointe Garden Estates Final Plat Review WSB Project Number — 019565-000 WSB has reviewed the final plat for the NorthPointe Garden Estates development in Lino Lakes, MN, prepared by Carlson McCain, received on December 13, 2021. These comments are based on the following final plan sets and plat documents: DO NorthPointe 81" Addition Final Plat prepared by Carlson McCain, received December 13, 2021 00 Site Plans for the NorthPointe Garden Estates prepared by Carlson McCain, dated December 10, 2021, received December 13, 2021 00 NorthPointe Garden Estates Stormwater Management Plan prepared by Carlson McCain, dated December 10, 2021, received December 13, 2021 00 NorthPointe Garden Estates ALTA Survey prepared by Carlson McCain, dated November 12, 2021, received December 13, 2021 oo Traffic Analysis Memorandum — NorthPointe Senior Apartments prepared by S2 Traffic Solutions, dated December 13, 2021, received December 13, 2021 Applicant to respond to these comments in writing on this word document. Any changes to the plans that are not associated with these comments shall be identified by either a summary in the response or in the plans with a revision cloud or note. Engineering • General The NorthPointe Garden Estates development proposes to create one parcel for an apartment building with 72 units. The apartment building will be accessed from Chestnut Street and is adjacent to 1-35E. The lot is approximately 4.5 acres. The proposed improvements include the 72-unit apartment building, a parking lot, a patio area, storm sewer, site grading, and sanitary and water services. Comments: 1. Applicant to show light pole and base locations and location of electric transformer before final plat can be approved. Ms. Katie Larsen 1 /5/2022 Page 2 2. Applicant to consider moving the proposed pedestrian ramp by the two handicap stalls off the southeast corner of the building to are area between the proposed stalls or adding an additional pedestrian ramp. • Grading & Stormwater Management The NorthPointe Garden Estates will require site grading for the proposed apartment building, retaining wall, utilities, patio area, and parking lot. The minimum elevation for the building pads is dependent on the groundwater elevation and the design of the stormwater facilities. The proposed project is within the Rice Creek Watershed District (RCWD). Stormwater BMPs are needed to meet City stormwater requirements. The applicant is proposing to meet City stormwater requirements by utilizing ponds previously constructed with earlier additions of the NorthPointe development. The design of the ponds shall meet the requirements of Table 6 of the City's Stormwater Management ordinance. Comments: 1. Retaining walls over 4-ft in height will require a structural engineering design to be submitted prior to approval of the final plat. 2. Applicant to submit verification that a retaining wall of that height can be as close to the building as proposed. 3. Applicant to clarify the type of material being used for the 27" diameter storm structures (i.e. PVC, concrete, etc.). 4. Staff has concerns about the run of storm sewer from CB 109 to STMH 106 being too close to the proposed retaining wall and building. Staff concerns are summarized below: a. Weight of the structures and possible surcharge behind the wall b. Seepage at pipe to structure connections c. Issues with maintenance and future replacement access d. Storm pipes and structures should be above the building footing in this area 5. Stormwater from the parking lot should not drain directly into the city -maintained, existing stormwater pond closest to Chestnut Street. Applicant to provide pretreatment via a basin or structure prior to discharging to the pond. 6. Applicant to provide additional details on the time of concentration calculation, specifically for sub -catchments 20S and 30S, including the assumed flow paths. 7. The outlet pipe from OCS 116 is shown to have an invert of 910.64 on Sheet C7 but is modeled with an invert of 910.50. Applicant to verify which is correct and update the plans and report. • Water Supply There is currently an existing 8-inch diameter ductile iron pipe (DIP) water main along Chestnut Street. There is an 8-inch DIP stub to the property. The applicant is proposing to extend the 8-inch DIP pipe to serve the building. One hydrant is proposed in the parking lot. Comments: NorthPointe Garden Estates Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 3 1. The Deputy Director of Public Safety - Fire Division will review the hydrant layout. Staff anticipate that another hydrant will be needed in order to access the entire building. 2. Applicant is responsible for verifying water suppression needs for the building. Potential looping within the site may be necessary. • Sanitary Sewer There is currently an existing 8-inch diameter polyvinyl chloride (PVC) sewer main along Chestnut Street. There is an 8-inch PVC stub to the property. The applicant is proposing to connect to the 8-inch diameter stub with a 6-inch PVC service. The applicant is proposing multiple clean outs due to the length of the service. Comments: 1. Applicant is responsible for verifying that a 6-inch diameter pipe is sufficient for serving the proposed building. • Transportation The site is located at the end of Chestnut Street and the proposed property will have access off of the existing temporary cul-de-sac. Chestnut Street is a local street. A right-of-way width 60-ft is required for local streets. The existing right-of-way along Chestnut Street meets this requirement. A traffic study was submitted for review. Comments: 1. Applicant to extend surmountable curb and gutter for the parking lot entrance through the temporary cul-de-sac to better indicate where the driveway will be once the temporary cul-de-sac is removed (see existing Chestnut Street curb and gutter as example). Cul-de-sac will be removed when Chestnut Street extends to the south. 2. Applicant to submit turning movements for the proposed parking lot to verify that emergency vehicles (i.e. fire trucks) can access the building. 3. Applicant to update the table in the traffic study to include existing counts on Red Oak Lane and Cedar Street. 4. Applicant to document the impacts to local residential streets such as Chestnut Street, Cypress Street, and Red Oak Lane. Impacts include identifying the anticipated percent increase in traffic on these roadways. 5. The study analyzed impacts for the 2024 Build Conditions. Applicant to update the study to also look at the 2040 Build Condition and take into account the City's 2040 Comprehensive Plan. 6. Applicant to submit the capacity analysis worksheet so staff can verify assumptions. • Wetlands and Mitigation Plan NorthPointe Garden Estates Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 4 There is one existing wetland on the south side of the site. The plans note that the wetland was delineated by Kjolhaug Environmental Services Co. in 2021. The wetland is within the City's Wetland Management Corridor and a conservation easement currently exists over the wetland. The applicant is proposing to change the buffer and easement around the wetland. Comments: 1. RCWD to review the wetland buffer and easement modifications being proposed by the applicant. 2. No tree or vegetation removal within the existing wetland buffer and easement will be allowed until RCWD approves proposed wetland buffer and easements. • Landscaping Landscaping will be reviewed in depth by the City's Environmental Coordinator. Comments: Staff recommends adjusting landscaping so that no trees are planted over utility pipes. • Floodplain There is existing Zone AE floodplain on and adjacent to the NorthPointe Garden Estates site. There is a LOMR, effective 12/21/16, that shows the BFE elevations of Pond 200P at 913 and Pond 300P at 915 (NAD 83 datum). Comments: 1. The improvements proposed by the applicant change the pond BFEs and the applicant shall verify if a new or revised LOMR is required. • Drainage and Utility Easements Per City Code, the City requires 10-ft wide drainage and utility (D&U) easements along plat boundaries and along lot lines. Drainage and utility easements along lot lines are allowed to be centered on common rear and side lot lines. There are existing D&U and sidewalk and trail easements on the north portion of the site. The applicant is proposing 10-ft D&U easements along the east plat boundary and the boundary adjacent to Chestnut Street and 5-ft D&U easements along the northwest plat boundaries that are adjacent to city -owned property. The applicant is proposing to modify the existing easement that encompasses the wetland in the southern portion of the site. Comments: 1. Applicant to update D&U easements around the plat boundary to be 10-ft wide. 2. Applicant to provide a temporary easement over the temporary cul-de-sac. Oc Development Agreement A Development Agreement will be required with the final plat. NorthPointe Garden Estates Final Plat Engineering Review Ms. Katie Larsen 1 /5/2022 Page 5 00 Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The stormwater ponds will be privately maintained and a Stormwater Maintenance Declaration will be required with the final plat. Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Grading 3. Minnesota Pollution Control Agency 4. Minnesota Department of Health 5. MnDOT Right -of -Way Permit may also be needed If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. NorthPointe Garden Estates Final Plat Engineering Review CITY OF LINO KES To: Katie Larsen From: Andy Nelson Date: January 5th, 2022 Environmental Memo Re: Environmental Board Comments/January 4th, 2022/North Pointe Garden Estates The Environmental Board, at their January 4th, 2022 meeting, had the following recommendations for NorthPointe 8th Addition final plat and North Pointe Garden Estates site and building plan review: 1. Blanding's turtle flyer and factsheet shall be distributed to all contractors working on the site. 2. MnDOT type 3N or 4N bio-netting or natural netting erosion control blanket should be used where blanket is necessary for stabilization to minimize wildlife impacts. 3. Surmountable curb sections should be added in the vicinity of the blue highlights below to allow for passage of wildlife (turtles). 0 Page 1 4. A noise study will be required. 5. Trees to be preserved must have tree protection fence installed as described in the City Tree Protection Fence Detail. This should be added to the details sheet in the plans and referenced in the landscape specifications. 6. Two green ash (T1040 and T1041) should be added to the removals list. These trees will not require mitigation trees to be planted. 7. Plant quantities should be indicated on landscape plan sheets. 8. Open area landscape standards require an additional 50 large shrubs to be planted in open areas, preferably in the open space near pond 300, in the sodded area near the wetland buffer, or along the east perimeter. 9. Foundation landscape standards have not been met. An additional 4 large trees and 5 large shrubs will be required for the northeast building face, east of the retaining wall. 10. Buffer and Screen requirements have not been met. The plants added for the foundation landscape standards will also satisfy the buffer and screen requirements. • Page 2 11. Mn DOT 34-271, a wet meadow seed mix, is specified for the east perimeter. A seed mix, such as 35-221 Dry Prairie General, should be more suitable to the high, dry conditions in this specific area. 12.All native seeding is subject to the City Native Plant Establishment Requirements. This should be noted in the landscape specifications. 13. Mulch used for stabilization should be type 3, with MCIA tags provided to the City at time of install. This should be noted in the landscape specifications. 0 Page 3 CITY, OF LNCKES PROJECT: NorthPointe Garden Estates Planning & Zoning Board Date: January 5, 2022 City Council Date: February 14, 2022 ZONING/LAND USE Zoning District PUD Future Land Use Plan MDR Sewered or Unsewered Lot Sewered CUP required? No Comprehensive Plan Amendment? No Rezoning required? No Variance required? PUD Required Proposed Lot size (sq. ft) 20,000 196,177 Lot width (ft.) 100 172 SITE PLAN REVIEW WORKSHEET DATE: December 15, 2021 REVISED: To be addressed by applicant To be approved by City Council NOTES: Resolution No. 14-21 Approving PUD Development Stage Plan for NorthPointe Setback flexibility provided through PUD 1/5/2022 1 Site Plan Worksheet-NorthPointe Garden Estates Setbacks -Street (ft) Principal Building -Local Street -Chestnut Principal Building -Arterial Street-135E Parking Lot Accessory Structure Setbacks -Side Yard -North (ft) Principal Building Accessory Building Parking Lot/Driveway Setbacks -Side Yard -South (ft) Principal Building Accessory Building Parking Lot/Driveway From Low Density Residential District Buffer (side and rear) Impervious Surface Coverage Area Building Design Standards Unit Floor Area Utility Area Required Pr000sed 30 256 40 25.5 & 35.8 15 87 & 50.3 NA 87 Reauired Pr000sed 20 26.9 & 30.9 5 10.7 5 5 Reauired Proposed 20 160 5 130 5 41.6 Required Pr000sed 35 NA 20 Required 65% max 44% Required Proposed 700 sf + 100 sf 792-1,284 NA NA PUD flexibility provided for 20ft setback variation Setback measurements for building to be measure to balcony support poles Accessory structures (detached garage) not allowed in front yard. detached garage NorthPointe residential development is guided Medium Density Residential. A landscape buffer is required along the east and south lot line. 700 sf + 100 sf for each bedroom required. Units A.1 and A.1 B shall be revised. Additional 100sf for utility area only required for individual access housing product. 1/5/2022 2 Site Plan Worksheet-NorthPointe Garden Estates Height GENERAL BUILDING & USE PROVISIONS Building Type and Construction The exterior of multiple family dwelling structures shall include a variation in building materials which are to be distributed throughout the building facades and coordinated into the architectural design of the structure to create an architecturally balanced appearance. a. A minimum of thirty-three (33) percent of the combined area of all building exterior walls of a structure shall have an exterior finish of brick, stucco, and/or natural or artificial stone. b. For the purposes of this section, the area of the building facade shall not include area devoted to windows, entrance doors, garage Mechanical equipment screened Accessory buildings or structures Number of structures Size Refuse and recylable materials enclosure Required Proposed 45' or 4 stories 4 stories Multi -Family Yes Yes Yes Yes Required Proposed None 1 None 2,332 sf Required Proposed 6ft height Inside 80% opaque NA For multiple dwelling building, the greater of 4 stories or 45 ft. le Familv Apartments Construction Standards Exterior materials consist of stone veneer, brick veneer, LP lap siding, asphalt shingl Including glass, 33.75% of exterior material is masonry (stone and brick) Excluding glass, 41 % of exterior material is masonry (stone and brick) Mechanical equipment is located inside the building A detached 9 stall garage is proposed. Location in front yard not allowed. 22' x 106' = 2,332 sf Refuse is located inside in the building on the garage first floor level 1/5/2022 3 Site Plan Worksheet-NorthPointe Garden Estates Outdoor lighting 1.0 ft candle allowance onto right of way 0.4 ft candle allowance onto adjacent prop. Hooded lights Height Setback from Street ROW Setback from Side or Rear Additional Performance Standards Smoke, Dust, Odors, Noise Sewage Disposal (on -site) Waste material Bulk storage (liquid) Radiation emission Electrical emission Exterior storage OK Reauired Proposed 30 ft max. 25 ft loft 110&80 5 ft 85 & 86 NA NA NA NA NA foot candle does not exceed 1.0 fc foot candle does not exceed 0.4 fc light fixtures are down lit 5 parking lot light poles with 7 light fixtures are proposed Normal construction activity 1/5/2022 4 Site Plan Worksheet-NorthPointe Garden Estates Landscaping Parking Angle of parking Stall Width & Length Curb length per car Stall Depth Wall to Aisle Stall Depth Interlock to Aisle Aisle Width One Way Aisle Width Two Way Curb cut access 30 feet from intersection Curb cut access 40 feet from one another Curb cut and driveway 5 feet from side yard Curb cut width Grade elevation Striping 4" wide Landscaping is reviewed by the Environmental Coordinator and Environmental Board. Reauired Pronosed 9' x 18' 9' x 18' 9' 9' 18' 18' 18' 18' 24' 24' 24' 24' 780 ft 200 ft 65&40ft Reauired Proposed 36 feet max. 24 ft 5% 3.1% 4" 4" Nearest intersection is 21 st Ave South. Nearest driveway is 200ft to the north on Chestnut St 1/5/2022 5 Site Plan Worksheet-NorthPointe Garden Estates Continuous concrete perimeter curb barrier Six (6)+ stalls adjacent to street or residential requires berm, wall or fence Parking lot landscaping Six (6)+ stalls requires landscaping Commercial uses with 50+ stalls require islands NOT APPLICABLE # stall requirements # handicap stall requirements Off-street loading Located no less than 50 ft from intersection Located no less than 50 ft from residential Shall not occupy front yard space Shall be screened from residential Yes NA Yes Yes 100 s.f. per 25 stalls # of stalls Required Proposed 72 145 5 5 NA NA NA NA parking lot is not adjacent to street or residential. parking lot is not adjacent to public right of way /25= 0 x 100 0 s.f. of island required Elderly (Senior Citizen) Housing requires 1 space per unit. PUD Res. No 14-21 requires 50% to be underground. 72 units requires 72 stalls with 36 being covered. Proposed = 64 surface + 72 interior covered + 9 detached = 145 1/5/2022 6 Site Plan Worksheet-NorthPointe Garden Estates SPECIAL PERFORMANCE STANDARDS Yes Resolution No. 14-21 approving PUD Development Stage Plan/Preliminary Plat SPECIAL REVIEW REGULATIONS Shoreland District No Floodplain District No RCWD or VLAWMO? RCWD Town Center Design & Development Guide NA Industrial Park Covenants NA Signage Permit Required Permits are required for all temporary and permanent signage EAW/AUAR COMPLIANCE Does an EAW/AUAR exist? Yes 2020 AUAR 1-35E Corridor Is an EAW/AUAR required? No Is project in compliance? Yes Project is consistent with Land Use Scenario 1 for medium density residential Does EAU/AUAR need to be revised? No None ADDITIONAL NOTES 1/5/2022 7 Site Plan Worksheet-NorthPointe Garden Estates k2W• Michael J. Staebe, CPMa', Primary Broker/Principal Prop ertle James B. lilies, CPMS. CCIM. Principal J*�l` Stoe6e, Illies, tVotlinrrgel Go. Primart H,oker—Hamilton INH.Vgr. 01Z Ryan Nothnagel, CPM', CCIM, Principal Established rp8i Project Description INH Properties is serving as Developer, Professional Property Management Agent and Investor for the proposed project, a 55+ age restricted independent senior housing building. The legal ownership entity will be Lino Lakes 72, LLC and development named NorthPointe Garden Estates. Housing demand for this project was confirmed by a third party housing study completed in October 2021, indicating 84 units of senior housing demand for the site location. INH has over 41 years' experience in multi -family housing, and the firm is an Accredited Management Organization (AMO) and the principals are all Certified Property Managers (CPM). INH currently manages over 7,000 units throughout Minnesota. The ownership intends to hold this project as a longterm investment. The improvements will consist of a 3 story 72 unit building, constructed over a one story at -grade parking garage (with 1:1 stalls per unit), totaling a 4 story building. The project will be constructed out of wood framing with the use of varying pitched roofs to give architectural appeal to the area. The use of varying styles of stone/brick help the building meet the 33% material requirements, while giving an aesthetic feel to the fagade. Varying siding and decorative elements make up the rest of the building design. Multiple amenity spaces are incorporated within the building enhancing the overall experience for the residents of this project. Featured amenities will include: On -site Management Office, Community Room, Fitness Center, Mail and Package Lockers, Woodshop, Game Room and Salon. A variety of floor plans will include One Bedroom, One Bedroom + Den, Two Bedroom and Two Bedroom + Den options for residents to select. The development team has engaged Cole Group Architects and Carlson McCain for design and engineering. Request for Proposals from General Contractors will be made in December and a contractor awarded by February 2022, with the intent to commence construction by May/June 2022. The construction is estimated to be completed within 15 months, and open for occupancy by August 2023. 175 Th Avenue South I Waite Park, MN 56387 1 Office: 320.252.2000 1 Fax: 320.252.2752 1 www.inhproperties.com L-------,�., — N88°19'38"E _ L�,�,�,�.�.r,�.,�.,� ---- �— � C E D A R 205.06 S T R E E T -------- -----`------9LS -------- ----------- - - __—Ex. se Fly URE SING A ILY I 0 jTLOT L Id- / D F '�URE F+ J r Go Ex.Bldg � I / CONSERVATION / POND L EASEMENT OUTLOT I CONSERVATION (.33 EASEMENT -� acres (UPLAND) OVrOT `/ 01 1 . (UPLAND) w I / E , / BUTTERNUT I f�m p I 1 �N FEx.Flse / `O Ex. L,_ J�--d �'co ' --- S TR EET L 21 N T --- r — Z 000 9, acres I LO o Co// —23 J L 1 J 1 I CO cn / � o i Ex.Hse Z In O 1I T i I� 0.35 acres W / / /� L=22 J 1 • Ex.c F— 21 —I 3 J OUTLOT Fl •I SHEET 6 ' ' _-_-_� J--J L 20 J D L 22 7 / IZ--� 1 ��h° 19 C; F 5 J F g J w 7 23 / / I>4805.8-19 'E— — — — — Q / 505.2 18 � � 6 � � � g � I F 24 � — — — — — — — — — F-----I � F _ __-_J 0 _-_-_� • I �'w 1 1 g 1 -17 I- 7 -1 F 17 J o� 25 � I---� L_--J L -J 2 L_ --_ Ow A\ 11 12 11 13 11 14 11 15 16 - J N F 8 -1 F 16 J iQ F_ 26— -1 N N 10 II II II II II J L --J L --J L_ — —� �00 / 9 \ J L L g= -115Cn --I-- -- -I 27 �I L - _ I — — — — --- 7 14 - 28 -1 F— 1 1 8 ___ 9 12 130 12 11 I 14 I 11 13 Co o o0 19 7 g L_JL_-1L—JL-_ 15 \ �, OG`I`14 x se I� 2 / / 0 LO I— — — J w — i /� �` 11 8 L- I / z r---� W �_-�--- \� II \� \ \1� \ 7 \\ I 6 vim) 1 7 1 -\ 8 \\ 18 II 17\� 16 \\\ ,�J --�\\ 19 \\ II \\ I- 6 > — / 5 1 Q 1 6 1 1 \\ OGW� 5 L - - J 20 ovR SHEET 8 LROATY D/// / N88019'38"E J --- 5 24 I I 25 \ i \ 4 720.18 r---� --- �_—� 21 i���23\\ L II II II II 4 22I3-LJ 0z \ 2E L56 =�I 1 I---1L_JL_JL_JL—JL—J �a L _ L _�� / /i/ \\��G ��—�i 11 1F_�r_ --- 2 1 o O / 3 // -1 L _ _ N89008 22 E 32 31 3 11 29 i 1 310.91 PARCEL DESCRIPTION _ _ _ That part of the Southeast Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, - - - - -- 7- lying westerly of the westerly line of Interstate Highway No. 35E. AND The Southwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota; except the West 60 feet and also except the South 795.00 feet of the West 822.00 feet. AND I That part of the West 720.00 feet of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, lying southerly of the north 1130.00 feet. AND I That part of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, lying southerly of the north 560.00 feet and easterly of the west 720.00 feet. AND That part of the West 205.00 feet of the East 650.00 feet of the North 560.00 feet of the Northwest Quarter of the Northwest Quarter, Section 25, Township 31, Range 22, Anoka County, Minnesota, lying northwesterly of the Northern States Power Company ownership through said Northwest Quarter of the Northwest Quarter said ownership more particularly described as follows: A strip of land 50 feet in width and being 25 feet in width on each side of a centerline described as follows: I Commencing at a point on the north line of said Northwest Quarter, 1592.7 feet east of the northwest corner thereof, running thence South 52 degrees 27 minutes West, 1987.3 feet to a point on the west line of said Section, 1206 feet South of the northwest corner thereof. Subject to County Road No. 54 on the west and Cedar Street on the north. I AND The North 530 feet of the South 795 feet of the East 762 feet of the West 822.00 feet of the Southwest Quarter of the Northwest Quarter of Section 25, Township 31, Range 22, Anoka County, Minnesota. AND The westerly 604.18 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 31, Range 22, Anoka County, Minnesota. I I I I BENCH I - - RED oAK LANE \ /i 2 3 34 1 33 I - _ 1 - - #2- _7--­IF ,� —�L--�1�—��— ''> .00�- I 1 1 11 2 11 3 11 4 11 5 11 6 11 7 11 8 1 I 9 II \ II 10 89°0 '22"'N I l i 11 1111 1 11 11� - � - - IX — — ' I 1 � I JL_JLJL JL_JL_J JIL1 //% ,; ��/,/ _i 7 L_�L-�L-J � � u � � 22 121111 13 II 14 II 15 1 I I Hs II--� / �� �� \\ 10 11 11 1 / \\ 20 19 18 17 16 15 \ 5 g 1\ I 21 PARK / \\ II II II II II / 14 // \ ,�c� \\ \\ \JI- L-JL-JL-J 1 I 21 1 3.53 acres \\�JL—JL_JL_JL_JI—J �// 13 8 \\ �� 7 20 - 23 i I 1 22\� --I L—� — — \\\ \\ \\ L—JL— ��� J — — J-- 5 - - -- I 1 4 1 3 11 2 // / \\ \ \\ \ — ! 21 ST AVE. S. 23 � �-- �J / ��\ �<\ 25\\�'�,,// II — 18 \\�/ 1 ; I F-- �— `� J --- \�\4 \ 1 26\ 1 13 II 14 II 15 II 6 17 \\ 5,/12 II f e2 24 L � —� � i � \� / � 3 \ \/ � \\ �/ �` \ 11 \\ 0 oo 1 95-4 \\ \\ �/ \\ 10 f I PARK 1 1.36 acres I IZ� L— 17 F 26 -1Q1 —� 1 \ \ I i L — —_J g �— —, L 29 \\ OUTLOT C �� I cn L — L 27 10 / P �' I CO M 0000, SEXHS"1 I L 29 --- 2 7 1 13 14 � Jl / 4 /��ST/� \ // 5 / \ I / BENCHMARK —\ — L J \ / // // / 1 30 6\�� \ 31 / `1 I I I I I I II I � I � II C; II HEET 7 I I I I I I V /I �' < \ // 7 / // \ \ // 2 n 4.43 acres 31 32 1 33 11 34 1 35 1 , v // /11 g < 00000 Q - �L -JL -J -J r W E T L A N D \/10 � ���a SHEET 4 I 76 .01 �a m S89°5 '14"W �JJ= UTLOT � I li _J I I BIRCH _ _ - STREET i I I I SHEET 5 0 O OUTLOT A �\ 00 N6 1 0Cq WET38acres I ' I 1129.09 S89057'14"W 0 12 acres I I / I / I I / I I / I I / I I SITE DATA TOTAL SITE AREA ±94.09 AC. TOTAL ROW AREA f15.35 AC. TOTAL OUTLOT AREA ±28.22 AC. TOTAL LOT AREA ±50.52 AC. TOTAL NUMBER OF LOTS 315 PRE -PLAT SINGLE FAMILY LOTS 216 FUTURE SINGLE FAMILY LOTS 11 FUTURE MULTI -FAMILY UNITS 88 SMALLEST LOT f5,502 S.F. LARGEST LOT ±21,923 S.F. AVERAGE LOT SIZE ±10,188 S.F. GROSS DENSITY 3.35 UNITS/AC. NET DENSITY 4.01 UNITS/AC. (TOTAL SITE AREA LESS EXEMPTION AREAS) EXEMPTION AREAS ±15.64 AC. WETLAND AREAS ±9.66 AC. CONSERVATION EMNT. (UPLAND) ±0.68 AC. CO. RD. ROW ±0.26 AC. PARK ±5.04 AC. EXISTING ZONING R (RURAL) PROPOSED ZONING PUD UTILITIES AVAILABLE MINIMUM HOUSE SETBACK DATA: 65-70 FT. LOTS: FRONT 25 FT. SIDE (GARAGE) 5 FT. SIDE (HOUSE) 10 FT. SIDE CORNER 20 or 25 FT. (SEE SITE PLAN) REAR SETBACK 25 FT. 50 FT. LOTS: FRONT 25 FT. SIDE 5 FT. SIDE CORNER 20 or 25 FT. (SEE SITE PLAN) REAR SETBACK 25 FT. — — — DENOTES EXEMPTION AREA BOUNDARIES PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: CALL BEFORE YOU DIG being 5 feet in width, and adjoining side lot lines and 10 feet in width adjoining rear lot lines and right of way lines unless otherwise indicated on this plat. N Know what's below. Call before you dig. 00 75 150 300 ( IN FEET) o rn �Lr) L-) Lr' M Z W • U) Q) ry) 0 O J Z — O X W W J LL. Uz O C:)W ,� O UMZ Z -_I CC) LLI (L 2 M C) �o 0 M O s W E- Q) Q O -C- oo a N J W a ~ z aW o� o a� Z = J H O J OJ W Z a z W F-I o a--,.zLLnn a r z O .° V _5 O W v7 -a 1 r Ln Q a 00 ao REVISIONS 1. Per City comments. 01/13/14 2. Per City comments. 04/28/14 3. Per City comments. 06/09/14 4. 5. 6. DRAWN BY: C# DESIGNED BY: TRB ISSUE DATE: 11/08/13 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Name: Thomas R..Balluff Signature: yQ L zk- ? Date: 11/8/13 License #: 40361 3 of 20 m a a lo m an v a Y NORTHPOINTE 8TH ADDITION CITY OF LINO LAKES COUNTY OF ANOKA SEC. 25, TWP. 31, RGE. 22 0 7 00 or <� OCO 1< \ o,���� POND o a a C� / Edge of water \ / ,--located on 9/03/21 <) gg w c / � � -4. I / a a . BLOCK 1 // a �� / robe Width / (0 J / a 40 LOT 1 1 1 o� l South line of Outlot A,__,' Tvv',4_v, / ',-1/2 inch pipe / NORTHPOINTE 5TH ADDITION S89 57 14 W Broken Cap For the purposes of this plat, the South line of OUTLOT A, NORTHPOINTE 5TH ADDITION is assumed to have a bearing of South 89 degrees 57 minutes 14 seconds West. _I, Denotes Found Iron Monument, marked with license number 40361 unless otherwise shown Denotes Right of Access dedicated to the State of Minnesota per the plat of NORTHPOINTE Denotes Wetland location delineated by Kjolhaug Environmental Services in September of 2021 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: being 5 feet in width, and adjoining side lot lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET KNOW ALL PERSONS BY THESE PRESENTS: That Lino Lakes 72, LLC, a Minnesota limited liability company, owner of the following described property: Outlot A, NORTHPOINTE 5TH ADDITION, Anoka County, Minnesota Has caused the some to be surveyed and platted as NORTHPOINTE 8TH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as shown on this plat. In witness whereof said Lino Lakes 72, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 LINO LAKES 72, LLC James E. Illies, Chief Manager STATE OF _ COUNTY OF This instrument was acknowledged before me on Lakes 72, LLC, a Minnesota limited liability company, on behalf of the company. by James E. Illies, Chief Manager of Lino (Signed) (Printed) Notary Public, My commission expires I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of STATE OF _ COUNTY OF This instrument was acknowledged before me on CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA 20 Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 by Thomas R. Balluff. Notary Public, My commission expires (Signed) (Printed) This plat of NORTHPOINTE 8TH ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this day of 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA By: , Mayor COUNTY SURVEYOR By: , Clerk I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this of 20 David M. Zieglmeier Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 Property Tax Administrator By: , Deputy COUNTY RECORDER/REGISTRAR OF TITLES County of Anoka, State of Minnesota day Also, pursuant to I hereby certify that this plat of NORTHPOINTE 8TH ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record on this day of , 20 , at o'clock M. and was duly recorded as Document Number County Recorder/Registrar of Titles Deputy CAR LSO N NM M SCAI N ENGINEERING \ SURVEYING \ ENVIRONMENTAL PROPERTYDESCR/P7JON. Per Schedule A of Title Commitment File No. 1598840, with a commitment date of September 13, 2021 at 8:00 A.M., prepared b First American I 1 Title Insurance Company) p p p y // III I I I I I I i! R) '10 Icq 1 I I I Y^ l TP V l T Nddd � ' Outlot A, Northpointe 5th Addition, Anoka County, Minnesota. (abstract property) ALTA/ NSPS LAN D TITLE SLI RVEY j � / < / V/ ^ GENERAL NOTES- fp O U T L OT A v 1) Bearings shown hereon are based on the South line of Outlot A, NORTHPOINTE 5TH ADDITION, which is assumed to bear S89 57'14"W. \f��\�' ^ • / 2) Monuments have been found or set at all major corners of the boundary and indicated on this survey. 7 / K 3) Surveyed property address, per title commitment -Vacant Land, Lino Lakes, MN NORTHPOINTE 5TH ADDITION 7 4) Per FEMA Flood Insurance Rate Map Number 27003CO370E with on effective date of 1211612015, surveyed property is located in both Zone X, areas of minimal flooding. e��poh Areas determined to be outside 500 year floodplain determined to be outside the 1% and 0.2% annual chance floodploins and Zone AE, area inundated by 1%' annual o5e,, 0. chance flooding, for which BFE's have been determined. A N O K A COUNTY, M I N N E S OT A o�o�a o• ti� / / // \ \ °' / 5) Surveyed property contains ±196,177 sq. ft. (t4.50 acres). 16/ / /� \ \ 1 ' /°' 6) Benchmark - Top nut of hydrant located at Lots 6 and 7, Block 4, NORTHPOINTE 5TH ADDITION - Elevation 924.81 ft. (NAVD88) 7) Per Schedule 8, Part II Exceptions of the above listed Title Commitment: Items 1-7 Not survey related and/or not plottable. Q) / / / , ^`V Zone AE O$ Item 8 - Covenants, conditions, restrictions and easements in the document recorded October 13, 2014 as Document No. 2092327.005 of Official Records, but deleting 0� any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, national origin, sexual orientation, marital status, ancestry, source of income or disability, to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes or any State Statute or Local Ordinance. Lawful restrictions under state and federal law on the age of / / I ' / occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. (The wet/and easement is shown o POND , $ �a / a / / ' fry I l hereon.) Item 9 - Building lines, covenants, conditions, restrictions, dedications, reservations, easements, assessments, liens, charges, terms and provisions in the document \ �e��I �p recorded October 13, 2014 as Document No. 2092327.016 of Official Records, but deleting any covenant, condition or restriction indicating a preference, \ �oeo9ti� / / etoh9� limitation or discrimination based on race, color, religion, sex, handicap, familial status, national origin, sexual orientation, marital status, ancestry, source of income or disability, to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes or any State _ Statute or Local Ordinance. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not ` 1 / yd Edge of water be construed as restrictions based on familial status. (Contains no p/ottab/e easements on the surveyed property and /s not shown hereon. \ \ \ �J / / / / / \ Pose O c \ }\_y located on 9103121 The above declaration has been amended by Document Number(s) 2095687.001, 2129276.004, 2133724.001, 2162367,001, 2188574.001 and 2201481.004. \ f \ \`dj- d (Contains no p/ottOble easements on the surveyed property . Xand is not shown hereon}�� \� Item 10 - Assessments, covenants, conditions, terms, restrictions, easements, and obligations contained in Development Contract between the developer and the City of �� \ J \ \ \ , Lino Lakes, dated August 08, 2014, recorded October 13, 2014, as Document No. 2092327.003, which does not contain a forfeiture or reversionaryclause. --Approx. floodplain line available maps IRestrictions, if any, based on race, color, religion, sex, handicap, familial status, or national origin, are deleted. \ \ \ (Not survey related) ,\ \ j • PK Item 11 - Assessments, covenants, conditions, terms, restrictions, easements, and obligations contained in Development Contract between the developer and the City of � \ �� Lino Lakes, dated September 22, 2014, recorded October 13, 2014, as Document No. 2092327.011, which does not contain a forfeiture or reversionary clause. Restrictions, if any, based on race, color, religion, sex, handicap, familial status, or national origin, are deleted. \ _ (Not survey related) Item 12 - Assessments, covenants, conditions, terms, restrictions, easements, and obligations contained in Development Contract between the developer and the City of Lino Lakes, dated September 06, 2016, recorded September 06, 2016, as Document No. 2147778.002, which does not contain a forfeiture or reversionary clause. Restrictions, if any, based on race, color, religion, sex, handicap, familial status, or national origin, are deleted. (Not survey related) Item 13 -Assessments, covenants, conditions, terms, restrictions, easements, and obligations contained in Development Contract between the developer and the City of � J � L/ V 1 L_ lJ Lino Lakes, dated June 22, 2017, recorded June 22, 2017, as Document No. 2173789.003, which does not contain a forfeiture or reversionary clause. Restrictions, if any, based on race, color, religion, sex, handicap, familial status, or national origin, are deleted. / /wood sign- (Notsurvey related) 14 Item 14 - An easement for Permanent Trail and Sidewalk Purposes in the document recorded March 16, 2020 as Document No. 2254758.001 of Official Records. (as shown hereon) i / l / I / 1 fo.9- / Item 15 - Water rights, claims or title to water, whether or not shown by the public records. (No documentation or evidence was providd .J/e 16 Item 16 - Rights of the United States of America and/or the State of Minnesota, the county, the municipality, and the public, in and to that part of the land which X may be within Pond and Wetlands. (The ponds and wet/ands are shown hereon. STATEMENT OF POSSIBLE ENCROACHMENTS: O1) Bituminous cul-de-sac, watermain and sanitary sewer stubs along Chestnut Street without benefit of an furnished easement, as shown. 2 2) Wood sign lies approximately 0.9 ft. easterly of the of the east line of the surveyed property, as shown. CERT/F/CAT/ON.- To: INH Property Management Inc.; First American Title Insurance Company. //fp �0 This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for PK ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, and 5 of Table A thereof. The field work was Q /CV / / �[' / / / / l l • completed on November 8, 2021. ' 1`-*1/ // � / � l l l It/ Date of Plat or Map: November 12, 2021 / \P / / l l / / A �J / / / ° l l • Signed: Carlson McCain, Inc. DRAFT Thomas R. Balluff, L.S. °j� Minnesota License No. 40361 / 2 q�p tballuffC�carlsonmccain.com 9 p \Q \ 91�9g10 6 /� °zet 0�� / \ /+�, ?:1��11°9�1 / e 0{ oo SMH 9I / / / \ 1/ 4T 1 t\ d"411 °yea /c/ \ 1 i / l r � FES / POND / / / ✓ / / / ° c6 HYD Zone X I / 9, c"v Nd / / / GV Zone AE � 0 / / / I Approx. floodplain line / / O / / / a) co 3a y t P per available maps d\ / / �• / / / boo I S 1' - d} / d}mo d} d}- d} - o l 9 5 / / ° / / / / •O 441 Sm /'' N8A4040 �916-iiiiiiiiiiRLS 40361 / / ° ``�V Inv .(SW)-917.9$$$U. y � \ 12' RCP Inv.(SumP)=g0 Nis \\ j RLS 40361 / � � / Ell 922- - c1\ f, Cpo -926- 0 \ 3 \ (D. • InT-903.6 / vv \ - (Per built I PK / plan, Fi d Verify) 8 „ PVC - 1 IF 9 - - ` \ �� N I N N N M \ \ / /// o \� 0 -A ° bituminous edge,\ co WETLAND : `0- _____ p --, --- _=--� etland Easement per Doc.-==------------------ - - - - - `� / c� \f ` n iY / / / ' / / ----- \ No. 092327.005 _ / - I fP f9 // Approx. flood lairl�line /� F _ _ _ \ 1 - 0 fp - - / r / �' per a�bl�maps / ✓ ,- . "IN inch pipe 40466 I Broken Cap / I S89°57'14"W N N � I Imo_ South line of Outlbt A, q+ N o NORTHPOINTE 5TH DDITION i ! 1 h / VICINITY MAP (NO SCALE) Nl�/ 9 /LI jq I -Red Oak Ln. I I sl City of Lino Lakes, Anoka County, MN Section 25, Township 31 N, Range 22 W LEGEND - Denotes Found or Set PK Nail - Denotes Found Iron Monument - Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 - Denotes Light Pole - Denotes Miscellaneous Sign - Denotes Sanitary Manhole - Denotes Overflow Structure - Denotes Catch Basin - Denotes Flared End Section - Denotes Fire Hydrant - Denotes Gate Valve - Denotes Floodplain line - Denotes Watermain - Denotes Sanitary Sewer - Denotes Storm Sewer - Denotes Right of Access dedicated to the State of Minnesota per the plat of NORTHPOINTE - Denotes Existing Fence as noted - Denotes Concrete Surface - Denotes Bituminous Surface - Denotes Wetlands delineated by Kjolhaug Environmental Services Co. in 2021 Denotes Existing 2 Ft. Contour Denotes Existing 10 Ft. Contour N 0 15 30 60 ( SCALE IN FEET ) J Z W 'V 0 Z f - W Z N IA U Z Z W CC > i U C9 w Z f W t'/) W J N Z m OQ � O U I H / O , N W 0, Ln llt LU 0Z W iz G n w X Zo O V N01 W = Iq M a � n M U1 r Z W W Ce � a cn a W Q J LU O ~ Z C c Q O . a =� J H -1 o O J rra Vl z Z Q W J O a a O W IL J J N � o H a� V' ,--I W �j o M H Lamn a- J V o z tie 0 a) o a O _0 > > U 0 � ce a W N J O V REVISIONS 1. 2. 3. 4. 5. 6. DRAWN BY: bjs ISSUE DATE: 11/12/21 FILE NO: 2372 Q G� of 1 1`IORTHPOINTE GARDEN ESTATES LINO LAKES, MN I / / / i / / / / STORMWATER a POND (EXISTING) / / / / a / / x / a � / / / Q / / / / / / / / / / / / / a / / / r\ / / / / a � \ \\ \% \\ \ o \\ a n \1 u u ,^ u �J1 a \\ N 1\ \I u \I u u 1 / WETLAND 1� / o / / / \ / i / / / / / / / / / / / / / / / / / / / / / / /.311 / Q / / � w / CO, / L/ / / / / / / / / / VICINITY MAP SHEET INDEX C1. COVER C2. EXISTING CONDITIONS & REMOVALS PLAN C3. SITE PLAN C4. UTILITY PLAN C5. GRADING, DRAINAGE, & EROSION CONTROL PLAN C6. STORMWATER POLLUTION PREVENTION PLAN C7. DETAILS C8. DETAILS C9. DETAILS L1. LANDSCAPE PLAN L2. LANDSCAPE PLAN L3. LANDSCAPE PLAN L4. LANDSCAPE PLAN TP1. TREE PRESERVATION PLAN 0 20 40 80 (IN FEET) 11 BENCHMARKS TOP NUT HYDRANT LOCATED ON THE NORTH SIDE OF CHESTNUT STREET, ±135 FEET SOUTHWEST OF THE INTERSECTION OF 21ST AVE SOUTH AND CHESTNUT STREET. ELEVATION = 924.81 (NAVD 88) J Q Z o W 0 U W ZQ Z Z Z L:L, DC f U f Z n Z IW ? Z W Nl W J N m z OQ M O V O LU 3 N W as n Z W O CD oc V LX to a U; o LL V x ~� a O U) w a; co = a M Ch MLu H W H a W Z- 0 W Ine 0 C W ce CC� G O C7 V W� J ZO OJ a r O Z V J J 000 N Ln �z > W Q � L a J Ln O 4-J Z J REVISIONS 1. DRAWN BY: JTR DESIGNED BY: JTR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Joseph T. Radach, P.E. Signature: Date: 12/10/21 License #: 45889 C1 of 9 fp LEGEND /_110,'� j \ / % I EXISTING REMOVALS al / _ _ `\ N \ / PROPERTY LINE ♦ ' j \ \/ ( I EASEMENT LINE - / / \ BITUMINOUS PAVEMENT r SAWCUT & REMOVE BIT. ' \ L---------L L---------- TRAIL AS REQ'D FOR '6/ / CONCRETE PAVEMENT L---- ___L ___ UTILITY CONSTRUCTION d A` // / / a \ 1 / CURB LINE --------- SANITARY SEWER —>--->— AS NOTED STORM SEWER — — —»---M WATER MAIN ---- /� / x FENCE ♦�' / / /� A FLOODPLAIN fp EXISTING Y WETLAND cv POND GATE VALVE HYo Da HYDRANT �S ♦ / ,' / / / MANHOLE O LIGHT POLE SIGN �d==— / / \ ° 2 FT. CONTOUR d --- APPROXIMATE FLOODPLAIN PER /♦�' / / \ d4—�_ / / 10 FT. CONTOUR — FEMA FLOOD INSURANCE RATE MAP 27003CO370E WITH EFFECTIVE DATE 12/16/15. REMOVAL PLAN NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE ACTIVITIES WITH THE UTILITY COMPANIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL `// x GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, ) APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE PROTECT EXISTING / / / / / / CONTRACTOR. / p \ / a // / I RIGHT OF WAY /' rn FENCE / / / 5. ALL SAWCUTS SHALL BE FULL —DEPTH CUTS. / EXISTING CONDITIONS NOTE / a 1. EXISTING CONDITIONS BASED ON ALTA/NSPS LAND TITLE SURVEY PREPARED BY CARLSON MCCAIN, INC. DATED 11/12/21. i a�// �7 All �p / s L� EXISTING � / �' /' / / �' POND ' "� d 0, 00 \\ d;—� d}J� d} d} d} � REMOVE TREES AS ,�. ( / / / I ° 1n ? ( 912— REQ'D FOR CONST. I % () 77 ^ -\ i pP y\ /� / \ \ / W � �916� / / / / I / / N \ \ Inv. 911. E.N W' 908.7CP N i ° PROTECT UTILITIES DURING CONST. (TYP.) / — — 922— \I \\ 926— SAWCUT & REMOVE \` BITUMINOUS AS REQ'D — —92& FOR DRIVEWAY & / plan, ,_(Per\ - UTILITY buiV CONNECTION d verity) 0 15 30 60 ivi (IN FEET) \ u EXISTING WETLAND NJ / /_- 11 BUFFER EASEMENT Y % TO BE AMENDED & C., �, I ) // / RESTATED. SEE � � \ SHEET C5 FOR NEW WETLAND BUFFER. / \ A" CALL BEFORE YOU DIG WETLANDfp / ---fp /fP / �/ / ✓ / I ��� \ / / / / / Know what's below. Call before you di J Q 0 Z W f U Z z Z DC i V U DC w f Z W U) W J 0 m J z o� a o U O Z LU �/ rn Ln � N ui 03 Z 03 co w > 4 M n X LU �o <o V Q ago w = 14 rot (A M 0 M LU W H Q z LV Q ra z 4_j J O a W V) oQ) J a > �0 W _�e J W H oC p J a oc O z J J 00 (n M N vLn n �z W Q � L � � a J Ln O r'-1 4--' rl ro H J REVISIONS 1. DRAWN BY: JTR DESIGNED BY: JTR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Joseph T. Radach, P.E. Signature: �o-e I Date: 12/10/21 License #: 45889 C2 of 9 0 SIGNING AND STRIPING NOTES 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB UNLESS OTHERWISE NOTED. 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH SHALL BE 4" SOLID BLUE PAINT. 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO REFLECTIVITY AND INSTALLATION. SITE DATA PROPOSED ZONING: TOTAL AREA: HARD SURFACE AREA: BUILDING: GARAGE: PAVEMENT: TOTAL: PERVIOUS SURFACE AREA: PUD 196,177 SF 36,677 SF 19% 2,332 SF 1% 47,337 SF 24% 86,346 SF 44% 109,831 SF 56% PARKING SUMMARY SIGN SCHEDULE (PER MMUTCD,) HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") STANDARD SURFACE STALLS 62HANDICAP SURFACE STALLS 2 © NO PARKING SIGN: R8-3a (12"x 18") INTERIOR GARAGE STALLS 72 ��- DETACHED GARAGE STALLS 9 TOTAL STALLS 145 ' 30 j' 10 2 / 1 ' 7 W ' 5 FT. 3 0. 9 CONCRETE ' WALK 6 / Q PARKING GARAGE ENTRANCE 1?a 4 STORMWATER / �0 5 FT. U' P ' POND RETE CD WALK (EXISTING) � / %, a PROPOSED 4-STORY 8;� a 72-UNIT APARTMENT \ a BUILDING CIO \ y 7 �. N, 77 ,a 4 13 2 // Rim=915.5 - 911.7 --- \ 12" RCP ' -908.7 - - --- a , 1 ->\i ' Inv.(SumP)- --- \ R -- 5 1,3 3 9 --- ---- --- --- ---- -- N T Yp \ \ _ --- -- ---- ---- \�\ \\�°= 6 �06 SHALL s N R2 0 00 / d RO 9, PRAGE �'0 18 rYp Inv.=9 -.6 ^ 4 �2 \-(Per As -built plan, Field Verify) 9 �� 18 / \ u 15 Q� P IV 1 _ ❑ 9 03 9 3 \ 1 i w ;� WETLAND LEGEND I ' EXISTING PROPOSED I PROPERTY LINE -- e' ' EASEMENT LINE BITUMINOUS PAVEMENT 7L---------L CONCRETE WALK CURB LINE SANITARY SEWER - > >- \ x / STORM SEWER »� /a WATER MAIN FENCE x x FLOODPLAIN fp WETLAND --- GATE VALVE x STORMWATER HYDRANT HYD POND MANHOLE O (EXISTING) ° LIGHT POLEX sMH / SIGN u i ° 5 FT. CONCRETE / WALK / / / 1 / / / / 25 ° / / / / / 12 / / / / / / / 1 10 /x k i / // i / / �32.7 i / / / x / / / / / / / / / / / / / / / 10 / / 1 / / R15 Rag / Ali / / / / / / " J N / c a / � / 0 15 30 60 (IN FEET) ° BENCHMARKS TOP NUT HYDRANT LOCATED ON THE NORTH SIDE OF CHESTNUT STREET, t135 FEET i SOUTHWEST OF THE INTERSECTION OF 21ST / AVE SOUTH AND CHESTNUT STREET. / i ELEVATION = 924.81 (NAVD 88) SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 3. TYPICAL PARKING STALLS ARE 9' X 18', UNLESS OTHERWISE NOTED. 4. TYPICAL DRIVE LANES ARE 25', UNLESS OTHERWISE NOTED. 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. TRUNCATED DOMES ARE NOT REQUIRED. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. 7. SAWCUT ALL JOINTS WHERE CURB AND GUTTER IS TO BE REMOVED. 8. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINT MAX. SPACING: WALKS-8' O.C. ALL OTHERS-10' O.C. SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. *ALL OTHERS-40' O.C. *AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. SITE PLAN KEYNOTES 1. LANDSCAPE AREA. SEE LANDSCAPE PLAN. 2. 4" CONCRETE WALK. 3. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. 4. PEDESTRIAN CURB RAMP. 5. LIGHT POLE & BASE (TBD). 6. MONUMENT SIGN (PER ARCHITECTURAL PLAN). PROVIDE ELECTRIC TO SIGN. 7. ELECTRIC TRANSFORMER (TBD). 8. FIRE PIT. 9. 3' TAPER OUT CURB. 10. DOG PARK. 11. 3.5 FT. VINYL COATED CHAIN -LINK FENCE. PROVIDE SINGLE GATE AT CONCRETE SLAB. 12. MODULAR BLOCK RETAINING WALL. 13. FLUSH CURB. 14. SCREENED GAZEBO. 15. DRIVE UNDER CANOPY. 16. 5'X8' 4" CONCRETE PAD FOR BENCH. J Q 0 Z W U WZO Z Z Z W DC i U 7 Ix 5: w x Z W U) W J 0 m J z o� Q O U O Z LU t: rn n � N ui Z co w 14 ° Ito w x x Q �i o LL O V gem ci LU14 = a Ni M LU `W r Q W Z Z LU O U-)a o� °C a Q LU C7 \ 0 �••� W _�e (n J ZO FBI C: J a 0 Z J J 00 (n M N v �z LUQ � L � � a J U-) 0r'-14-J rl ro FBI J REVISIONS 1. DRAWN BY: JTR DESIGNED BY: JTR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Joseph T. Radach, P.E. Signature: Date: 12/10/21 License #: 45889 C3 of 9 0 48'-12" RCP CL.5 @ 0.50% OCS 116 RE 915.40 IE 911.50-12" SE IE 910.64-12" NW (SEE DETAIL) ,/-12" RCP FES PLACE 2.1 CY RIPRAP CL.3 IE 910.40 `fir IE 911.00 24'-12" RCP STORMWATER CL.5 ® 2.08% POND (EXISTING) i / i / i / i / CBMH 110 / RE 919.50 / IE 914.85-12" N IE 915.67-12" S,E 29'-12" PE ® 0.45% / / CB 111 RE 919.80 / IE 915.80-12" S,N / 86'-12" PE ®0.45% 8" DIP CL.52 / WATER SERVICE / (FIRE & DOMESTIC) 45° & CBMH 112 11.25° / RE 920.00 / BENDS / IE 916.19-12" N,E LOWER WATER BELOW yy STM SWR TO PROVIDE �90)"c301 6 � / 24" SEPARATION AND 5�� 9°INSULATE CROSSING 32'-12" PE a © 0.50% 31'-15" RCP 72'-10" PVC ° CL.5 @ 1.00% SCH.40 @ 1.00% 15' RCP FES \- "? CLEANOUTIE 914.81 STORMWATER PLACE 2.9 CY cY RIPRAP CL.3 \ \\ (EXISTING) IE 911.50 O 38'-10" PVC @ 1.00% PROPOSED 72-UNIT ` s CBMH 101 APARTMENT BUILDING RE 917.93 IE 911.81-15" W,S 27'-6" PVC \ L3\ CONNECT TO EX. 8" P HYDRANT W/G.V. a ^RCP SAN SWR STUB IE 914.09-10" E O 2.0% 8" X 6" TEE IE 911.38 .� W/CLEANOUT CLEANOUT , Rim=915.5 GND. EL. 919.3 \ > 903.6 EX. _-Inv.(SW)=911.8 IE _ - - IE 915.19 ° \ 72" RCP inv(NE,NW)=" * (FIELD VERIFY) - - - - - - - - - °a ° 34'-10" P © 1.0 r 71'-6" PVC ® 2.00% \r \ QP, �/� 72'-6" VC 71'-6" PVC OSEp GARAGE IjEEANOUT 909.42 ti / s PROP 71'-6" PVC SCH.40 O 2.00% 87'-15" PVC CLEANOUT \ IE 910.84 CLEANOUT SCH.40 ®1.00% � 1\ CLEANOUT IE 908.00 \ \ -9 s 45° Per As -built IE 906.58 Ion, Field Verify) 11.2 STMH 102 \ fi , BEN RE 918.53 \\ \ \\ n IE 912.68-15" N `\a Pv<� IE 912.85-12" W,SE �� 98'-10" PVC 52 \\ 7 @ 1.00% � u S„ oV 1 _ 8 UP�-Ck�S�j� 1 22.5° BEND \ CONNECT TO EX. 8" DIP WM STUB W/8" G.V. & BOX & 11.25° BEND (FIELD VERIFY) -- - - -- IE 913.85-12" E / RE 917.63- 1E 913.37-12" NW,E 1 1 1 � 1 \ % 1 l \ L CB 104 RE 917.63 IE 913.90-12" W x I° /xIt 12" RCP FES / / r ° PLACE 2.1 CY RIPRAP CL.3 / 914.00 / / \ 70'-12" RCP CL.5 @ 0.70% / / rr / STMH 106 x RE 921.50 IE 914.49-12" NW IE 915.72-12" S / / a / 46'-12" PE / ® 0.50% / 63'-12" PE / CB 115 RE 919.50 IE 915.90-12" W CB 107 / RE 920.00 ^�1 / IE 916.04-12" S,N i / / x / ° / / 100'-12" PE ® 0.50% i 33'-12" PE ^ /° i 1.00% / / a � CB 114 i RE 920.00 IE 916.68-12" NW i CB 108 / ^'1 ° RE 920.00 j' IE 916.54-12" S,N / / / a ' / J, SE / 92'-12" PE i 0.50% / / / / CB 109 / RE 920.00 i IE 917.00-12" N / / LEANOUT 916.51 a i / / / / a / / / / 0) / / / / / LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE BITUMINOUS PAVEMENT CONCRETE WALK CURB LINE ------ SANITARY SEWER ->--->- >� STORM SEWER >> WATER MAIN FENCE x FLOODPLAIN -fp WETLANDGV --- GATE VALVE x HYDRANT Hvo MANHOLE O LIGHT POLE ytll SMH SIGN UTILITY PLAN NOTES 1. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY OF LINO LAKES STANDARD DETAIL SPECIFICATIONS & THE MINNESOTA PLUMBING CODE. 2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN AND FORCE MAIN. 3. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 4. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY OF LINO LAKES PUBLIC WORKS DEPARTMENT. 5. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. 6. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. * FINAL LOCATIONS OF BUILDING UTILITY SERVICES & DOWNSPOUT LOCATIONS TO BE VERIFIED WITH ARCHITECTURAL AND PLUMBING PLANS. STORM SEWER SCHEDULE STRUCTURE NEENAH CASTING or EQUAL TYPE & No. SIZE CBMH-101 48" DIA. R-3067-VB STMH-102 48" DIA. R-1733 CBMH-103 48" DIA. R-3067-VB CB-104 24" X 36" R-3067-VB CB-105 24" X 36" R-3067-V STMH-106 48" DIA. R-1733 CB-107 27" DIA. R-4342 CB-108 27" DIA. R-4342 CB-109 27" DIA. R-4342 CBMH-110 48" DIA. R-4342 CB-111 27" DIA. R-4342 CBMH-112 48" DIA. R-4342 CB-113 27" DIA. R-4342 CB-114 27" DIA. R-4342 CB-115 27" DIA. R-4342 OCS-116 48" DIA. SEE DETAIL 0 15 30 60 (IN FEET) BENCHMARKS TOP NUT HYDRANT LOCATED ON THE NORTH SIDE OF CHESTNUT STREET, ±135 FEET SOUTHWEST OF THE INTERSECTION OF 21ST AVE SOUTH AND CHESTNUT STREET. ELEVATION = 924.81 (NAVD 88) J Q 0 Z o W U WZQ Z Z Z DC i UDC w V f Z W U) W 0 J m J z o� a o U O Z LU t: rn n N 03 Z co w > M x � X LU Ix <o C V Q OD w = 14 a M � M LU W Q W Z Z O J W a a o� Q � J LV � J D O M aJ 0 Z J J 00 (n M tD N v P �z W Q � L � � a J U-) 0 r'-1 4-J ,--I fo FBI J REVISIONS 1. DRAWN BY: JTR DESIGNED BY: JTR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Joseph T. Radach, P.E. Signature: Date: 12/10/21 License #: 45889 C4 of 9 0 r , i r i 16. } e • / ' � a e <d �d '9 �'• 1 1 d �6 r r 21. / , r EOF ® 20.1 920.1 N / 19. / •// 21 •/ / 1.2 Vie/ .1 21.1 r / r � • o 20.� 21. r fp °.// �2 a 4 21a 9 �Q /•/ EOF @ / 7 921.0 2.2 1.5 914.7 ep /' % / .� / o / 20.1-11 0 210 20. 19.5 P / a� ®• / EXISTING STORMWATER 11-1 1-- / / • / / "1%1-11 / / ZOF ® .9 POND 200P 1� �Q /'9,�99,0 y e.,� / 921.0 / c 21 NWL = 911.5 'R�.kA4Y9° / e / G 21.2 100-YR HWL = 914.3 mJ�SE / �/ • ,� �� / 0 2.0 / a 20.7 / / e/ 21.5 / "� ° / �° co 2; d ° \ / a 401 / Q • ^ 20.0 / EXISTING STORMWATER POND 300P ' I NWL = 914.0 / 100-YR HWL = 915.4 / 4' a rn i `✓�-'' -'' / //� d;tea} ° r / o i 1 5 e PROPOSED BUILDING . djI--- d; d4 d, d}� / • FFE = 922.00 i ° J /� T 20.7 ' s \0 x 1. ° G 20.2 TIP -OUT CURB 18.8 1 d T 2 6 (TYP------) � \ _T 21.8 ° G21.3 T21.8 Rim=91 SILT FEN �g16� • ° - G 21.8 \ \ \ ) nv.(SW)=911. \ �-• _ - - - 19.4 ` d ° T 21 G 20.9 - \ / Inv.(NE,NW)-911. (TYP) ' 18. d 905.7 - e e • ��� G 1.3 Inv.(Sump)= � � � ° ° i \\-�\ --___• �eee•O �20� G21.0 G20.7 \\ \ \ \p I'� � - • ° • ° • °� - � �j 922- _ 8.7 � � / / 94 �\ (� \ (/ \ e • • // /� 924-8 1 G 19.8 21. 21.4 `� 2 \ / \ 19. \� 20.9- t i� 20.9 20.9 d 1 21.0 19. J 1 built ( / p�nn, Fi d Verify) / ? 20.6 \ \ 1 18.61 9� G 20.6� \\ \ < \\\ 8., Pvc�� 19.4 1 20.7 _ q / 20.23. i zA �- V 17. o 1 � / 18.E 18. 9zo �v _---� 19.4 - v 918 u \ .^ u • 1 C' ab 1 � 4' N 18.4 0 1 �. \\ ROCKJ �I I g2`_9� 6\c \�\\ \\\ CONSTRUCTION e I I 922 9?� �7 8 `5 EXIT 19.01 I 92420 9�� ®� \ . ^ 1g22 926 pny . !e e 4 _ _1.. e e 18.1 Sg V • \ \\/ ' 924 92$ / �;`�. �i• e • e o l, 261 918.2 28 g30 /. 7)-'i! e \ N 918 0 g30� • BERM ei o 17.8 �� p�f \/ �/ / i - - - - - - es �� s2p ®�.0 fp �/ \ p/f / / _ / -.� . I PROPOSED °e ; e ,q�2 ti 1 1 / P / / / / �'°. N . WETLAND 0 ° e . KKK"""•••. �. A BUFFER 9 120 • o �� / // / �' --J/. . . . . . . . . `\ se. 9?? - - -- • 00 \ - 922 -T // ✓ a ` I • e ee \�_ 922 r e • e • e N N 00. 0 �� • ° m ° • / LT FENCE / /011 jei TW 924.0` / / r BW 924.0 / 0.5 / TW 927.0 I 2 921.5 / / N /9 .0 / W91.5 20. / / x TW 30.0 / BW 921. / VING VALL / / o`v NN O rn / Q, q, 1.0 T 1 921TW 5.0 BW 921.5/ TW 924.00/ / / FENCE/ / LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE - - - - - - CURB LINE ___________ BITUMINOUS PAVEMENT L---------J CONCRETE WALK --� STORM SEWER <<- _E� SANITARY SEWER -<<- WATER MAIN FENCE x FLOODPLAIN -fp WETLANDGV --- GATE VALVE x HYDRANT Hv0 T)�' MANHOLE O LIGHT POLE SMH SIGN -� 10' CONTOUR -920 920 2' CONTOUR - 918 - - 918 SPOT ELEVATION CURB ELEVATIONS ( - -.,.., ---E 00.0 ­Q__ x � ARE TO GUTTER LINE) TOP OF CURB ELEV. T 44.3 GUTTER LINE ELEV. G 43.8 E.O. F. EMERGENCY OVERFLOW 4IN 43 x E� E� 000.0 SILT FENCE ♦ e e e e e- ROCK CONST. ENTRANCE GOVERNING SPECIFICATIONS 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE CITY OF LINO LAKES SPECIFICATIONS. 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. GRADING NOTES 1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. 5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. N 0 15 30 60 (IN FEET) BENCHMARKS TOP NUT HYDRANT LOCATED ON THE NORTH SIDE OF CHESTNUT STREET, ±135 FEET SOUTHWEST OF THE INTERSECTION OF 21ST AVE SOUTH AND CHESTNUT STREET. ELEVATION = 924.81 (NAVD 88) J a Z W 0 O G' Z f � U Z Z GC i U U w Z W N W 0 J Im J Z o� O U U O LU 1 rn � N ui � a Z w � 0; co � JLUX M �i o LL V f ~0 O N W14 ci = a M M LU W co Q a LU J (D a W Q J Z 0 W O Q) �Z N C z cac Q in 0 . V � LU Z Z J M0 Zo Q 0 J (D W 0 z J J 00 (n M N v tD �z LUQ � L � � a J Ln 0r'-1 4-J ,-� ro M J REVISIONS 1. DRAWN BY: JTR DESIGNED BY: JTR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: Joseph T. Radach, P.E. Signature: j - /2_' Date: 12/10/21 License #: 45889 C5 of 9 CITY OF LINO LAKES LANDSCAPE STANDARDS 1. CANOPY COVER. THE REQUIRED MINIMUM CANOPY COVERAGE FOR ALL USES IS 40%. MINIMUM CANOPY COVER REQUIRED = 15,112 SF (37,779 SF VEHICULAR AREA x 40%) MINIMUM CANOPY COVER PROVIDED = 15,275 SF LARGE TREES - INTERIOR PARKING ISLANDS (100%) WITHIN 7' OF PARKING (50%) 950 SF (1 TREE x 950 SF) 13,200 SF (22 TREES x 600 SF) MEDIUM TREES - WITHIN 7' OF PARKING (502.)- 750 SF (3 TREES x 250 SF) SMALL TREES - WITHIN 7' OF PARKING (50%1 375 SF (3 TREE3 x 125 SF) 2. FOUNDATION LANDSCAPE. MINIMUM TWO (2) LARGE TREES WITHIN 30 FT OF BUILDING AND SIX (6) LARGE SHRUBS WITHIN 15 FT OF BUILDING PER 100 LF BUILDING PERIMETER. FOUNDATION TREES REQUIRED = 26 (1,294 LF BUILDING PERIMTER) FOUNDATION TREES PROVIDED = 28 (24 LRG. TREES + 8 SM. TREES) FOUNDATION SHRUBS REQUIRED = 78 (1,294 LF BUILDING PERIMETER) FOUNDATION SHRUBS PROVIDED = 194 (143 LRG. SHRUBS + 77 MED. SHRUBS) 3. OPEN AREAS LANDSCAPE. MINIMUM ONE (1) LARGE TREE AND THREE (3) LARGE SHRUBS PER 2000 SF OF OPEN SPACE. OPEN AREA TREES REQUIRED = 55 (109,831 SF OPEN AREA / 2000) OPEN AREA TREES PROVIDED = 67 (57 LRG. TREES + 3 MED. TREES + 16 SM. TREES + 21 EX. 6-12" TREES) OPEN AREA SHRUBS REQUIRED = 165 (109,831 SF OPEN AREA / 2000 x 3) OPEN AREA SHRUBS PROVIDED = 244 (167 LRG. SHRUBS + 116 MED. SHRUBS) 4. BUFFER AND SCREEN. YEAR ROUND CONTINOUS SCREENING IS REQUIRED BETWEEN A PARKING LOT AND PUBLIC RIGHT OF WAY OR SIDEWALK - 30 IN HEIGHT. ALL CONTINUOUS YEAR ROUND PLANTING SCREENS SHALL REQUIRE AT A MINIMUM A DOUBLE ROW OF PLANTS WITH TRIANGULATED SPACING. SMALL SHRUBS SHALL BE A PLANTED AT A MAXIMUM INTERVAL OF 3' ON CENTER; MEDIUM SHRUBS SHALL BE PLANTED AT A MAXIMUM INTERVAL OF 4' ON CENTER; AND LARGE SHRUBS SHALL BE PLANTED AT A MAXIMUM INTERVAL OF 6' ON CENTER. 5. TREE PRESERVATION. REFER TO TREE PRESERVATION PLAN. REPLACEMENT TREES REQUIRED = 25 TREES REPLACEMENT TREES PROVIDED = 57 TREES f p IRRIGATION REQ UIREDQQ� ��P LANDSCAPE PLAN NOTES ALL AREAS TO BE SODDED, PLANTED, OR OTHERWISE LANDSCAPED SHALL BE FULLY QOo ' / / \ / I 1. EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO IRRIGATED. REFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION. BIDDING AND CONSTRUCTION START ANY DISCREPANCIES FOUND THAT AFFECT n /X_P �A 1 / STORMWATER / POND C (EXISTING) / BL ' -- - --- ' d; L d3 d4d} wP RM 110 — -914— �j.01i 4r \\ 1 �� 4 _ ��\I _924— r — Ciu IF 1j�-11 1 1 sEE SN I S 1 BL a 5 C � �;, � - I I u g10 --A�u — gi28 �—ICJ—��9130— g30 — —1—I—I fP--� — —_ _ --- — / / 3 / / IIIIII-Ili IIiIiIi1- IIi1i1i1i1ilililill O N 1 \ am m THE WORK SHALL BE REPORTED TO THE OWNER/LANDSCAPE ARCHITECT FOR / \ CLARIFICATION PRIOR TO BIDDING OR APPROVING ANY ADDITIONAL WORK REQUIRED. 2. UTILITY LOCATES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION LINES, AT LEAST 48 HOURS BEFORE EXCAVATING OR IN ACCORDANCE WITH STATE LAW. IN MINNESOTA, CALL GOPHER STATE ONE -CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC UNDERGROUND UTILITY LINES. ALL LOCATES AND ITEMS NOTED AS 'FIELD VERIFY' ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR AT THEIR EXPENSE. SB / 3. PERMITS. CONTRACTOR SHALL VERIFY WITH THE OWNER/LANDSCAPE ARCHITECT 3 THAT THE REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION STORMWATER 1 / KC FM / POND START. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL z' (EXISTING) a�rn , APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. E2 6 4. EXISTING ITEMS TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING PAVEMENT, STRUCTURES, UTILITIES, TREES, SITE CA ♦/ / ' ' "' / / / / AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 2 — / / / �/ / /�// / i I CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE (AT CONTRACTOR'S EXPENSE) TO EXISTING ITEMS TO REMAIN. d _moa �,,,, l l , , , , , , % (/ 5. CONSTRUCTION STAGING AND ACCESS. CONTRACTOR SHALL VERIFY THE LOCATION FOR CONSTRUCTION STAGING AND SITE ACCESS WITH THE OWNER/LANDSCAPE 7� -- '�"' / ""' / "" / / "" / ' ARCHITECT PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PEDESTRIAN AND VEHICLE ACCESS WITHIN AND / — --I — ADJACENT TO THE SITE THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE PERMITTED. ALL WASTE AND/OR UNUSED MATERIAL SHALL BE PROMPTLY REMOVED FROM THE SITE. 6. SITE REMOVALS. REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS. ALL ITEMS NOTED TO BE REMOVED SHALL BE COMPLETED BY THE CONTRACTOR AND ' IMMEDIATELY DISPOSED OF OFF -SITE, IN ACCORDANCE WITH LOCAL REGULATIONS, ° -- — N- / UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER/LANDSCAPE ARCHITECT FOR i _ ° ANY ITEMS NOTED AS 'REMOVED BY OTHERS' OR 'REMOVE AND SALVAGE.' PD o 1 1 1 1 1 1 1 III 7. UTILITY COORDINATION. REFER TO CIVIL PLAN SHEETS FOR INFORMATION RELATED TO PROPOSED UTILITIES. COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND SITE LIGHTING. 8. CONSTRUCTION STAKING. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE COURSE OF THE PROJECT. 9. DIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT/WALKWAY, OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. /_I o llo IIII oo IIIIIIIIII IIII _IIIII o iI / / / / 10. PLAN QUANTITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL —I—I—I _I �°I—I° / I o MATERIAL QUANTITIES PER PLAN. MATERIAL SCHEDULES ARE PROVIDED SOLELY CA ° I = — IIIII° IIII ° — / FOR CONTRACTOR'S CONVENIENCE. 11. REFERENCE SPECIFICATIONS. THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS HL o =— I— II m =I =I o / / / / / / PROJECT ACCORDING TO THE FOLLOWING ORDER: 1. ADDENDA, WITH THOSE OF A LATER DATE HAVING PRECEDENCE OVER THOSE OF AN EARLIER DATE. 2. LANDSCAPE SPECIFICATIONS. 3. PLAN DRAWINGS. 4. PLANT / MATERIAL SCHEDULES. �11 ° II —I 5. CITY STANDARD SPECIFICATIONS AND DETAILS. / — — / — pO I—I�I � x / / � 6. MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. 11 ♦ IIII ° I I I — / / / � I 1 ♦ � o IIIII ° � o° a � a o ° I I I o / IIII III xa / / / �/ I / ♦ � IIIII °1111 °° IjI1Ijl III IIII � / /� 11111 ° ��♦/ __ �I IIIIIII I=— / III i / 1 1 1 1 1 0 2B / III I_ _I II' II o II II —I—I —I—I ° 1a � / o � ill ill ill iil iI ° ♦ ♦ FETE � �°� i I I / / / / ; SEES �♦ / I�Ii �I � �� � / // / / , o KC d l IIII_ 2 FETE IIII / �" � 3 / III Ili I � / III 1 1 III I PROPOSED 4—STORY o0 72—UNIT APARTMENT BUILDING — 0 o JL SB 3 _ 0 � < ♦ �� s d ° 0 IIII III � ♦ �♦ ♦ � �� — IIIIII � � �I/ % / / 920 / ♦ —I—I I— RM —-- III i l l l i w ♦ I — —I � N I _�I�I- � —� ♦ IIIIIIIII3 / ♦ IIIIIIIIII-IIIIII �9 A(o2p-------- KC 2 / IIII / / 0 15 30 60 —�— (IN FEET) / / / /------- -- --- --- — — --- — — / 978� CALL BEFORE YOU DIG / N IIII IIII IIII IIII IIII III IIIIII ---- IIIII III � � � � � / / / 92pIIIIIIIIIIIIIIIIIIIIIIIIIII 'IIIII IIIIIIII IIIIIIIIII // / — —IIIIII I III—I�I1111111—I—I—I—I—I— / ==920 _ Know what's below. / / / / /% Call before you dig. � Y 9 J Q 0 Z_ W Z U Z LuZ W — Z LLI > 1x i U t9OC� Z i W U) W J N m z OQ � O U or L O I rn � w Z w > OO CO M x � X LLI IL ZO V � t W of CD 2 a Nj so M LIJ W a Z14 W J Z o a wU-) a W IL a� V W � J zo a FBI � J aJ H O Z J J 000 (n M N a� �z W Q � L � J � Ln 0r�l 4-J rt3 H J REVISIONS 1. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Name. Ryan 1. Ruttger, RLA Signature: Date: 12/10/21 License #: 56346 L1 of 4 F_\\00 rlO / / / a • 92. 00 0),01 00.°Oo Ooo 0 0o O O0o O W'O'W)''o 0° W'Ooo"Wo 0 0 0 0 00 o O o 0 00 O o / o ° 00 - O -111 _111 -111 III / -111 III 0 0 /-111 _111 -111 III I -111 —IIII ° -III o Vic I — —IIII ° Vic IIII O I =IIII ° III O -III o I -1CC — 1 ic —IIII ° I _I o I —IIII O i I —I —I- - I I —I —I- I —I —I — — —CCo—I—I —I—I Vic I o—I—I —I—I -- II I —I- -- I —I I — I- o _= I o•o — o cu--- -I—I ---- o o°O0 -- - —I—I—I O I —I —I- _ - — 0 O I —I —I- -I —I —I — IIII II 0 0 --- - — — ——I—I IoI o / O 0 1—I- --- -- / 000l IIII o LANDSCAPE PLAN ENLARGEMENT ° D C a D a 0 bc,�c D D zS D 4 a �• I M I , • I. ■ I. • c 711111111111 I III I - IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII [' II�I�I�I�I�I�I�II-� a IIIII x a D D � D D wig NOUN ' k i ,*i fC%�i�l • f A —I o 1-1-1 1—I 1-11—III—I 111 0 0•o oz I—I—I-1-1-1 0 c —I—I—I I 1 °00 0° -1 ill a I—I-1-�-1-1-1-1-1-10 0 0 ° o O o I I I I I I I I I I 6" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES HARDWOOD MULCH 4 INCH DEEP SAUCER 8 STEEL TEE POST- S REQUIRED AT 120 BAGKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP $ ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. A DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE I. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE 501L OR THOROUGHLY COMPACTED BAGKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BAGKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS CREATE REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 5. PLUMB AND BAGKFILL WITH BAGKFILL SOIL 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 1. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE ,�® SUFFICIENT TO THOROUGHLY SATURATE _ __ ROOT BALL AND PLANTING HOLE. IIIII 6. PLACE MULCH WITHIN 48 HOURS OF T MIIIII IIIII®IIII II IIIIII IIIIIIII II THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. B CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBIUTY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) I-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-1' ROLLED STEEL POSTS (MNDOT 3401) A 180* O.G. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE 2 12 UNIFORM ORIENTATION OF GUY 12 LINES AND STAKES STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-6" SHREDDED BARK MULCH EXISTING GRADE _�qII MINIMUM I/2 WIDTH OF ROOT BALL IIIIII PLANTING 501L MIXTURE (SEE SPEC.) �_,,—UNDISTURBED OR STABILIZED SUB501L 4 INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB 15 B � B, THEN Z 12 REMOVE BURLAP � ROPE FROM TOP 1/3 OF BALL BAGKFILL MIX UNDISTURBED SUBSOIL SHRUB & CONTAINER PLANTING DETAIL 1 V NOT TO SCALE _1 J Q Z W CCZxo Z u��i Z > 1x X U t9 0: > Z i W N W J u) m z OQ � O U LU Oor I Ln I\ W Z w > CO � M V Zo O V Wco = M a OD H a z W J z 4_' 0 a W cn W a a� V � � W J z0 a H � J a r O z J J ono (n M a� AN 1 ` � �z W Q � L � J � LI) Or�'4-J rl � H J REVISIONS 1. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Name. Ryan J. Ruttger, RLA Signature: Date: 12/10/21 License #: 56346 L2 of 4 L / LANDSCAPE PLAN ENLARGEMENT A r •• wf ;, J / / / / 1 � 1 1 1 1 ' 1 1 I I I I i 0 i �l LANDSCAPE PLAN ('3-') LANDSCAPE PLANLANDSCAPE PLAN ('5-') LANDSCAPE PLAN ("-6 -2')L3 ENLARGEMENT L3 ENLARGEMENT ]L3 ENLARGEMENT L3 ENLARGEMENT L3 I I i LANDSCAPE PLAN 0 5 10 20 (IN FEET) N 0 5 10 20 (IN FEET) J Q 0 Z_ W CC Z f Z W — Z Z > z:U 73 Ix w f W Z U) W J N m Z OQ � O U or L O I rn w z W� > O1 o^ M x W IL 0 zo O V t� W = 14 M a � M LU W H a Z W 14 ra J Z o a wU-) a W IL oe a a� V (' cri W � J zo a J a H O z J J 0000 (n M 110 N a� �z > W Q � L arm a J Ln Or�' 4-J ro Z M J REVISIONS 1. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Name: Ryan 1. Ruttger, RLA Signature: Date: 12/10/21 License #: 56346 B of 4 PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER `lp,, KFG 32 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass #2 Cont. i • RM 7 Acer rubrum 'Northwood' Northwood Red Maple 2" Cal. B&B" LBS 33 Schizachyrium scoparium Little Bluestem #2 Cont. • FM 6 Acer x freemanii 'Sienna' Sienna Glen Maple 2" Cal. B&B PDS 22 Sporobolus heterolepis Prairie Dropseed #2 Cont. • HL 4 Gleditsia triacanthos inermis ' Harve' Northern Acclaim Thornless Honey Locust 2" Cal. B&B PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER 0 NEA 22 Aster novae-angliae 'Purple Dome' Purple Dome New England Aster #1 Cont. • KC 6 Gymnocladus dioica 'Espresso' Kentucky Coffeetree 2" Cal. B&B 'Moonbeam' OMBC 14 Coreopsis x Moonbeam Coreopsis #1 Cont. � PCF 38 Echinacea purpurea 'Prairie Splendor' Prairie Splendor Coneflower #1 Cont. • WO 4 Quercus bicolor Swamp White Oak 2" Cal. B&B DLB 67 Hemerocallis x 'Baja' Baja Daylily #1 Cont. Red Flowers • HO 2 Quercus x macdanielii 'Clemons' TM Heritage Oak 2" Cal. B&B DLS 57 Hemerocallis x 'Stella De Oro' Stella De Oro Daylily #1 Cont. Yellow / Gold Flowers • BL 9 Tilia americana 'Boulevard' Boulevard Linden 2" Cal. B&B r Liatris spicata ' Kobold ' SGF 52 Spike Gayfeather #1 Cont. Purple Flowers CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER WLC 61 Nepeta x faassenii 'Walkers Low' Walkers Low Catmint #1 Cont. p► it BF 10 Abies balsamea Balsam Fir 6' Ht. B&B "rrnir�`� LRS 19 Perovskia atriplicifolia 'Little Spire' Little Spire Russian Sage #1 Cont. • BH 6 Picea glauca densata Black Hills Spruce 6' Ht. B&B BES 55 Rudbeckia fulgida ' Goldsturm' Goldsturm Coneflower #1 Cont. • WP 3 Pinus strobus White Pine 6' Ht. B&B SCS 18 Sedum spectabile Autumn Joy' Stonecrop #1 Cont. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER Decomposed Granite Kj�\ DG 1,266 sf Decomposed Granite 4" Depth OB 3 Aesculus glabra'JN Select' TM Early Glow Ohio Buckeye 1.5" Cal. B&B Compacted, Non -Woven Geotextile Incidental 00000000000 O 0,0 0, 00 00 O 0 o 0�� Rock Mulch 0 0 0 0 0 0 0 0 0 0 0 ROCK 6,405 sf 1.5" Trap Rock Mulch 4" Depth 0000 0000 0000 0000 0000 0 = Kr�SB 6 Amelanchier x grandiflora Autumn Brilliance Clump Form, Red Fall Color, 1.5" Cal Autumn Brilliance Serviceberry 7' Ht. B&B Non -Woven Geotextile Incidental 000 000 000 0000 000; Equivalent SOD 60,261 sf Turf Sod Bluegrass Kentucky Bluegrass sod PD 4 Cornus alternifolia ' Wstackman' Pale Yellow Flowers, Maroon Fall Color Golden Shadows Pagoda Dogwood 1.5" Cal. B&B I -I -I Type II - Wet Meadow Seed Mix \ TII 12,626 sf Refer to notes for acceptable seeding MnDOT Seed Mix 34-271 seed methods. Seeding Rate 18.0 Ib/ac Type IV - Native Seed Mix CA 3 Malus x ' Prairifire Prairifire Crabapple 1.. 5" Cal B&B TIV 7,695 sf Refer to notes for acceptable seeding MnDOT Seed Mix 35-241 seed "' ' ' ' ' Red Flowers methods. Seeding Rate 50.0 Ib/ac LANDSCAPE SPECIFICATIONS JL 3 Syringa reticulata 'Ivory Silk' White Flowers Ivory Silk Japanese Tree Lilac 1.5" Cal. B&B 1. TREE PROTECTION. ALL TREES NOT SPECIFICALLY NOTED OR MARKED ON SITE FOR REMOVAL SHALL REMAIN PROTECTED 11. MULCH MATERIAL. DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PLANS. ALL MULCH SHALL AND UNDISTURBED DURING CONSTRUCTION. TREE PROTECTION SHALL EXTEND TO THE DRIP LINE, WITHIN WHICH NO BE CLEAN AND FREE OF NOXIOUS WEEDS, SOIL, OR OTHER DELETERIOUS MATERIAL, AND SHALL BE INSTALLED OVER A SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CONSTRUCTION ACTIVITY, MATERIAL STORAGE, OR VEHICLE PARKING SHALL BE PERMITTED. TREE PROTECTION FENCING NON -WOVEN GEOTEXTILE FABRIC (INCIDENTAL) OR OTHER APPROVED WEED BARRIER TO A MINIMUM SETTLED DEPTH OF SHALL BE ERECTED PRIOR TO CONSTRUCTION START PER PLANS OR AS DIRECTED BY OWNER/LANDSCAPE ARCHITECT 4". MULCH SHALL BE HELD BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3". WOOD MULCH SHALL BE PLACED BCB 8 Aronia melanocarpa Autumn Magic' Autumn Magic Black Chokeberry #5 Cont. AND SHALL CONSIST OF 4' TALL HEAVY DUTY ORANGE CONSTRUCTION FENCING WITH 6' STEEL FENCE POSTS SPACED 6' AROUND INDIVIDUAL TREES TO A 4' MINIMUM DIAMETER. MULCH SHALL BE INSTALLED WITHIN 48-HOURS OF PLANT O.C. MAX. INSTALLATION. 2. EROSION CONTROL. REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND 12. LANDSCAPE EDGING. INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF. EDGING SHALL BE SSC 20 Clethra alnifolia 'Hummingbird' Summersweet #5 Cont. TEMPORARY AND PERMANENT STORMWATER BMPS, INCLUDING SILT FENCE, BIO-ROLLS, INLET PROTECTION, EROSION COMMERCIAL GRADE BLACK POLYETHYLENE OR VINYL EDGING, 0.1 INCH THICK BY 5 INCHES DEEP, V-LIPPED BOTTOM, CONTROL BLANKETING, DUST CONTROL, SWEEPING AND ROCK CONSTRUCTION ENTRANCE. ALL DISTURBED AREAS SHALL HORIZONTALLY GROOVED, 1-INCH ROUND TOP, EXTRUDED IN STANDARD LENGTHS, WITH 9-INCH STEEL ANGLE STAKES. RECEIVE PERMANENT STABILIZATION IN ACCORDANCE WITH THE LANDSCAPE PLAN WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED. IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED 13. IRRIGATION. DESIGN, FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM APPROVED RTD 25 Cornus sericea 'Alleman's Compact' Dwarf Red Twig Dogwood #5 Cont. WITHIN 7 DAYS, TEMPORARY STABILIZATION BMPS MUST BE IMPLEMENTED WITHIN 7 DAYS USING. POINTS) -OF -CONNECTION WITHIN THE SITE COVERING ALL TURF AND PLANTING AREAS AS SHOWN ON THE LANDSCAPE PLAN. INCLUDES FLOW/PRESSURE TESTING, PLANS WITH DESIGN CALCULATIONS, AS -BUILT DRAWINGS, LABOR, 3. CLEARING AND GRUBBING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING ALL AREAS INDICATED MATERIALS, EQUIPMENT, AND SERVICES FOR THE TESTING, ADJUSTING, RETESTING AND READJUSTING AS REQUIRED TO AS BEING DISTURBED OR OTHERWISE SHOWN ON PLANS. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL AND PLACE THE SYSTEM IN AN APPROVED OPERATING CONDITION. THE IRRIGATION SYSTEM SHALL INCLUDE THE DESIGN AND DBH 19 Diervilla lonicera Dwarf Bush Honeysuckle #5 Cont. DISPOSAL OF ALL TREES, STUMPS, BRUSH, GRASS, ROOTS AND OTHER ORGANIC MATERIAL AT AN APPROVED OFF -SITE INSTALLATION OF THE FOLLOWING: PIPING, METER AND BACKFLOW ASSEMBLIES, SPRINKLER HEADS, CABINETS, VALVES DISPOSAL LOCATION. AND VALVE BOXES, CONTROLLERS, CONTROL WIRING, FITTINGS, ELECTRICAL CONNECTIONS, QUICK -COUPLERS, ALL OTHER NECESSARY ACCESSORIES, SYSTEM MANUALS, 1-YEAR MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION AND 1 ABH 22 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea #5 Cont. 4. SOIL PREPARATION. REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS, AMENDMENTS OR SPRING START-UP. IRRIGATION PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO ADDITIONAL INFORMATION (IF APPLICABLE). EXISTING TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND OWNER/LANDSCAPE ARCHITECT FOR APPROVAL. STOCKPILED IN AN APPROVED LOCATION FOR RE -SPREAD. ALL AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED TO BE SODDED, SEEDED OR PLANTING BED SHALL BE 14. MAINTENANCE. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT NBS 2 Physocarpus opulifolius 'Seward' TM Summer Wine Seward Ninebark #5 Cont. DE -COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BY SOIL RIPPING, TILLING OR OTHER APPROVED SOIL LOOSENING MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION METHOD. HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE MOWING TRIMMING WATERING FERTILIZING WEED AND PESTICIDE CONTROL MULCHING, REMOVAL OF DEAD MATERIALS 5. TOPSOIL MATERIAL. ALL EXISTING, AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF MNDOT TOPSOIL RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER O LLA 11 Rhododendron x 'Lemon Lights' Lemon Lights Azalea #5 Cont. TYPE A. A MINIMUM 4 INCH DEPTH OF TOPSOIL SHALL BE PLACED ON ALL AREAS TO BE SODDED OR SEEDED. A SHALL ASSUME MAINTENANCE RESPONSIBILITIES, HOWEVER, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR ALL MINIMUM 12 INCH DEPTH OF TOPSOIL SHALL BE PLACED WITHIN ALL PLANTING BED AREAS. ALL TOPSOIL SHALL BE FINE PLANT MATERIAL THROUGH THE COMPLETION OF THE WARRANTY PERIOD. GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE. TOPSOIL GRADES SHALL BE WITHIN .1 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. REFER TO CIVIL PLAN SHEETS 15. WATERING. UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS, CONTRACTOR SHALL MAINTAIN A WATERING ^ (l✓` APC 16 Ribes alpinum Alpine Currant #5 Cont. FOR FILTRATION BASIN SOIL REQUIREMENTS. SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS AND TURF AREAS A MINIMUM OF ONCE A WEEK. MORE FREQUENT WATERING MAY BE REQUIRED DURING PERIODS OF HOT, DRY WEATHER. CONTRACTOR SHALL MAKE THE 6. SEEDING AND TURF ESTABLISHMENT. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL NECESSARY ARRANGEMENTS FOR WATER. IN THE ABSENCE OF PERMANENT IRRIGATION, TEMPORARY IRRIGATION, TREE GRADES AND TOPSOIL PREP PRIOR TO SEEDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 WATERING BAGS, OR HAND -WATERING ARE ACCEPTABLE. Spiraea x bumalda ' Goldflame' LBS PER ACRE PRIOR TO SEEDING.. SEEDS SHALL BE SOWED IN 2 PERPENDICULAR PASSES, EACH PASS AT ONE-HALF SPG 30 Gold Foliage, Red Flowers Goldflame Spirea #5 Cont. THE INDICATED RATE, VIA BROADCAST SPREADER, DROP SEEDER OR DRILL SEEDER. FOLLOWING SEED APPLICATION, 16. NATIVE PLANT ESTABLISHMENT. THIS PROJECT INCLUDES ONE OR MORE NATIVE PLANT SEED MIXES CONSISTING OF A g INSTALL TYPE 3N EROSION CONTROL BLANKET ON ALL SLOPES GREATER THAN 4: 1. IN ALL OTHER AREAS, APPLY VARIETY OF GRASSES, SEDGES AND FLOWERING FORBS. BECAUSE THESE PLANTS TYPICALLY HAVE A LONGER HYDROMULCH COVER (MUST BE A SEPARATE OPERATION FROM SEEDING) AT A TARGETED DRY WEIGHT RATE OF 3500 GERMINATION PERIOD, A COVER CROP SPECIES IS REQUIRED TO PROVIDE TEMPORARY COVER AND STABILIZATION. MKL 6 Syringa patula 'Miss Kim' Miss Kim Lilac #5 Cont. LBS PER ACRE. SOIL SHALL BE KEPT MOIST DURING ESTABLISHMENT WITH ADDITIONAL RE -SEEDING AS NECESSARY TO MAINTENANCE OF THESE SEEDED AREAS IS CRITICAL DURING THE FIRST SEVERAL YEARS TO ESTABLISH A SUCCESSFUL ACHIEVE A HEALTHY, UNIFORM STAND OF GRASS, FREE OF WEEDS AND WITH COVERAGE EXCEEDING 75% IN ANY 10'x10' NATIVE PLANT COMMUNITY. SEEDED AREAS SHALL BE MOWED / WEED -WHIPPED TO A HEIGHT OF 6-10 INCHES IN AREA PRIOR TO FINAL ACCEPTANCE. MID-JULY AND EARLY SEPTEMBER DURING THE FIRST 2-3 YEARS OF ESTABLISHMENT. IN ADDITION, ALL NON-NATIVE SPECIES / WEEDS SHALL BE SPOT SPRAYED NO LESS THAN 3 TIMES A YEAR WITH HERBICIDE BY A LICENSED Viburnum trilobum 'Bailey Compact' 7. SODDING. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL APPLICATOR. RE -SEEDING AS NECESSARY SHALL OCCUR IN MAY. A NATIVE PLANT COMMUNITY SHALL BE CONSIDERED 0 VBC 10 Red Fall Color Bailey's Compact American Cranberry Bush #5 Cont. PREP PRIOR TO SODDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR SUCCESSFULLY ESTABLISHED NO SOONER THAT 3 YEARS AFTER INITIAL SEEDING - ONCE THE COVER CROP HAS BEEN TO SODDING AND ROLL TOPSOIL TO CREATE A UNIFORM SURFACE FOR LAYING SOD. SOD SHALL NOT BE CUT MORE SUFFICIENTLY REPLACED BY NATIVE PLANTS AND THE AREA IS FREE OF ALL NON-NATIVE AND INVASIVE SPECIES. AT THAN 24-HOURS IN ADVANCE OF INSTALLATION. CONTRACTOR SHALL KEEP SOD MOIST FOR A MINIMUM OF 30 DAYS THIS TIME, MAINTENANCE CAN BE REDUCED TO MOWING / WEED -WHIPPING TO A HEIGHT OF 6-10 INCHES ONCE A YEAR EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. IN EARLY SEPTEMBER AND SPOT SPRAYING OF HERBACIDE ONLY AS NEEDED. GVB 75 Buxus x'Green Velvet' Green Velvet Boxwood #5 Cont. 8. PLANT MATERIAL. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," 17. FINAL ACCEPTANCE. UPON SUBSTANTIAL COMPLETION OF THE WORK, CONTRACTOR SHALL REQUEST FINAL ACCEPTANCE ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM OF THE WORK IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT. IF ANY WORK IS FOUND TO BE INCOMPLETE OR QUALITY REQUIREMENTS FOR PLANT MATERIALS. OWNER/LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT ANY UNSATISFACTORY IN THE OPINION OF THE OWNER/LANDSCAPE ARCHITECT, A WRITTEN PUNCH LIST WILL BE PREPARED PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. NO SUBSTITUTION OF PLANT LISTING ALL ITEMS THAT REQUIRE COMPLETING OR CORRECTING BEFORE FINAL ACCEPTANCE. JSG 21 Juniperus chinensis 'Sea Green' Sea Green Juniper #5 Cont. MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 18. 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 YEW 24 Taxus x media 'Tauntonii' Tauton Yew #5 Cont. 9. PLANT MATERIAL SUBSTITUTIONS. ALL REQUESTS FOR PLANT SUBSTITUTIONS SHALL BE MADE IN WRITING TO THE INCLUDING LABOR AND MATERIAL. OWNER/LANDSCAPE ARCHITECT AND MUST BE APPROVED BY THE CITY. 10. PLANT INSTALLATION AND ESTABLISHMENT. REFER TO STANDARD PLANTING DETAILS. CONTRACTOR SHALL STAKE TREE 'Techny' LOCATIONS FOR APPROVAL BY OWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY PLANT MATERIAL WHICH DIES, ARB 2 Thuja occidentalis Techny Arborvitae #5 Cont. TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE. J Q 0 Z Ill U Z f W - Z z Z LU X U C9 1Z > W X Z =) Z z z W N1 W J O m J Z Q o U O 0 LU ~ / 1 44 I W rn ^ z O1 J W > M ^ X LLI � LQL i Zo o V W of CD = M a o ^ MLU H W a Z14 W J Z o a WU-) a W IL oe a a 2: V Ln W � J Z ZO ip J a O Z V J J 00 (n M 110 N a� �z W Q � L � J � Ln O 4-J ,--I ro I -I J REVISIONS 1. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Name: Ryan J. Ruttger, RLA Signature: Date: 12/10/21 License #: 56346 L4 of 4 C v a t 0 TREE INVENTORY Tag # Tree Size (DBH) Species (Common Name) Condition Located in Basic Use Area Natural Resource Protected Area Designation 990 6 Hawthorn Good No Yes SAVE 991 6 Hawthorn Good No Yes SAVE 992 6 Hawthorn Good No Yes SAVE 993 6 Hawthorn Good No Yes SAVE 994 14 Buroak Good No Yes SAVE 995 7 Black cherry Good No Yes SAVE 996 7 Quaking aspen Good No Yes REMOVE 997 6 Quaking aspen Good No Yes SAVE 998 6 Quaking aspen Poor No Yes REMOVE 999 7 Quaking aspen Poor No Yes REMOVE 1000 8 Common buckthorn Poor No Yes REMOVE 1001 10 American elm Good No Yes REMOVE 1002 8 Quaking aspen Good No Yes REMOVE 1003 8 Scotch pine Good No No REMOVE 1004 10 Scotch pine Good No No REMOVE 1005 4 Blue spruce Good No No REMOVE 1006 8 Scotch pine Good No No REMOVE 1007 3 Blue spruce Good No No REMOVE 1008 5 Blue spruce Good No No REMOVE 1009 3 Scotch pine Poor No No REMOVE 1010 6 Scotch pine Good No No REMOVE 1011 10 Scotch pine Good No No REMOVE 1012 12 Scotch pine Good No No REMOVE 1013 3 Scotch pine Good No No REMOVE 1014 7 Scotch pine Good No No REMOVE 1015 7 Blue spruce Good No No REMOVE 1016 11 Scotch pine Good No No REMOVE 1017 9 Red pine Good No No REMOVE 1018 3 Red pine Poor No No REMOVE 1019 4 Red pine Good No No REMOVE 1020 4 Red pine Good No No REMOVE 1021 10 Red pine Good No No REMOVE 1022 10 Red pine Good No No REMOVE 1023 10 Red pine Good No No REMOVE 1024 10 Red pine Good No No REMOVE 1025 10 Red pine Good No No REMOVE 1026 12 Red pine Good No No REMOVE 1027 8 Red pine Good No No REMOVE 1028 8 Red pine Good No No REMOVE 1029 9 Red pine Good No No REMOVE 1030 9 Red pine Good No No SAVE 1031 6 Red pine Good No No SAVE 1032 10 Red pine Good No No SAVE 1033 8 Red pine Good No No SAVE 1034 6 Red pine Good No No SAVE 1035 8 Scotch pine Good No No SAVE 1036 3 Blue spruce Good No No SAVE 1037 9 Scotch pine Good No No SAVE 1038 4 Blue spruce Good No No SAVE 1039 7 Box elder Good No No SAVE 1040 9 Green ash Good No No SAVE 1041 24 Green ash Good No No SAVE 1042 10 American elm Dead No No SAVE 1043 24 Cottonwood Good No No SAVE 1'044 1 15 American elm Dead No No SAVE REMOVAL SUMMARY No. of Trees Trees Undersized, Poor/Dead Condition, or Undesirable Species (Exempt from mitigation) 11 Non ESA Trees, 6-12" DBH 19 Trees Located within Natural Resource Protection Area, 6-12" DBH 3 Total Trees Removed 33 Tota I Trees Saved 22 Total Trees 55 REPLACEMENT REQUIREMENTS Replacement Ratio No. of Trees Non ESA Trees, 6-12" DBH 1:1 19 Trees Located within Natural Resource Protection Area, 6-12" DBH 2:1 6 Total Tree Replacement 25 LEGEND EXISTING PROPOSED PROPERTY LINE -- EASEMENT LINE BITUMINOUS PAVEMENT CONCRETE WALK CURB LINE ___________ - SANITARY SEWER —>>— > STORM SEWER —>> WATER MAIN UNDERGROUND GAS — u9 u9 — UNDERGROUND ELECTRIC e e UNDERGROUND CABLE uc uc UNDERGROUND FIBER OPTIC "f OVERHEAD UTILITY onu POWER POLE GUY WIRE CABLE PEDESTAL FIBER OPTIC BOX ❑F HYDRANT SAVE REMOVE DECIDOUS TREE *TAG # DBH Species TAG # DBH Species CONIFEROUS TREE TAG # *i DBH Species TAG # DBH Species ENVIRONMENTALLY SENSITIVE AREAS BASIC USE AREA IIZZ / / / / /r r NATURAL RESOURCE CONSERVATION AREA / / r , fp / i NN Z STORMWATER , POND / o (EXISTING) / df/ d d; d1 912�- 922 y r � \I < u n < 11 1 11 \ u 922 cl/ 924 926 928 0 \p / 3 WETLAND 1 (EXISTING) ; \ ip LP // / / / / I / TR 993 TR 992 fp \ffP / TR 991 o TR 995 A-/ / / /v/ I TR 990 qTR 994 NATURAL RE RICE ----- — — — — %� 1 ` PROTECTION A Jmob z /'/ \ \ ' T 1044 �� �° 'T 1043 1042 1041 / STORMWATER I / / POND 9 / (EXISTING) ate^ T� 1040 0) I TR 1 9 I / T 8 ° dd / l 1 0 >>8 \ / / / TR1 3 \\ a \ T 1 36° \ I /j 035 I 97a 1 34 I I / �033 \i / 1032 I R 10—s1-- I I R 1030 ' 029 ' / �70 1027 0 / 1026 � 025 I I T a 23 / h T / 24 O / / T 1 22 TR ° 1 1931� v�a° r 11/llll; cv � a / / TR 0�6 N I 013 Ali T 11 T 1 10 7 (/ 006 f \ \ / T 1 04 / 1005 / r/ 1 / T 1001 fiR 10 / TR 999 ------------------------------- TR--9-96--- 'TR 997 r / N T 1 03 0 15 30 60 / IN FEET 002 / / CALL BEFORE YOU DIG • 0 Know what's below. Call before you dig. J a 0 Z o W Fe f U Z z ZLGC i U UDC w f z W N) W J 0 m J Z oU IX a o OLU Z rn Ln � N ui 01 Z w >40 of CO JW M �% e o X LL ll Uf � ~0 o <� w a; = 14 M a n 00 LU M W a a J a Z LV O Z ra H W O U-) C W a (AW � W H J M a .� OJ W a LU Ce �c O Z J J 00 (n M N vLn P O �z W Q � L � ro a J Ln ICI J REVISIONS 1. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 12/10/21 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Name: Ryan J. Ruttger, RLA Signature: Date: 12/10/21 License #: 56346 TP1 of 1 Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF Description Lum. Watts Total Watts 3 PlA Single 18931 0.900 SLM-LED-I8L-SIL-3-40-70CRI 148.5 445.5 2 P2A Back -Back 18931 0.900 SLM-LED-I8L-SIL-3-40-70CRI 148.5 594 Scale: 1 inch= 30 Ft. 24x36 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Prop Line Illuminance Fc 0.07 0.8 0.0 N.A. N.A. Site Illuminance Fc 2.38 5.5 0.2 11.90 27.50 These drawings are for conceptual use only and are not intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or independent lab tests with data supplied by lamp manufacturers. � wCO � s O J r � O LS952-3882-1i ._ J J 0 Q Revisions w � - � Q o O o � N +.. ) II � • • t1) N 3 N N rl r0 U \ CONFIRM DIMENSIONS, INTERNATIONAL SIGN OF ACCESS- 1'-0" (V) SLOPEG RUNNING SLOPE COUNTER- CONFIGURATION, AND IBILITY; TO MEET ALL STATE AND 1:20 MAX_ 1:12 MAX SLOPE COLORS W/ LOCAL FEDERAL REQUIREMENTS ON 1:20 MAX :3 \o GOVERNMENT, AND COLOR, SIZE, AND HEIGHT 0 A.D.A. GUIDELINES > �= -N I'-0� 2"x2"x3-16" STEEL TUBE - PAINT WHEN ALL ACCESSIBLE PARKING SPACES DO NOT PROVIDE HAND[ PPED PA ING - WALK CURB RAMP STREET �rI A MIN. VERTICAL CLEARANCE OF 98', ADDITIONAL SIGNAGE uMIT Pau EGIUIRED Z - O `rtr FOR 'VAN ACCESSIBLE' PARKING MUST BE PROVIDED FOR SPACE W/ REQ'D. VERT. CLEARANCE -SEE PLANS FOR LOCATION - - - w U- _ A \` ACC S IBLE O �$ 1 I o 3 FINISH GRADE - SEE SITE PLAN _ _ _ UP To $00 FINE FOR I LATION z F- Z �9 Q N NOTE: __ \ �\ I. SIGNS SHOULD BE PROPERLY CENTERED ON PARKING STALLS. O O O 12 Q� O �� 2. SIGN FACE SHOULD BE LOCATED NO FURTHER THAN 8'-0" FROM F- „\ STALLRW/ MIN F4' 0" CLEAR. REQUIRED TEXTURES „O S. MOUNT SIGN ON COLUMN OR ON CURB RAMPS \ WALL AT LOCATIONS WHERE STEEL TUBE INTERFERES W/ BUILDING. J FLARED SIDE 4. WHERE SIGN IS PLACED IN PAVED 3' AREAS ON PARKING LOTS; 'SEE TO CENTER OF PROVIDE PRECAST WHEEL STOPS nVAN 8„ PARKING SPACE S. WITH A MNONE AVERT.SCLEARANCE OF 48""IBLE" PARKING CE SPECIFICATIONS MUST BE PROVIDED FOR EACH TYPE OF PARKING PROVIDED. FOR PAINT TYPE HANDICAP CURB CUT (TYP) 2 ACCESCASIBLE STALL SYMBOL ACCESSIBLE PARKING SIGN SCALE: N.T.S. SLE: N.T.S. SCALE: N.T.S. SITE PLAN NUMBER NOTES: I. PROPERTY LINE, VERIFY W/ SURVEY. 2. PROVIDE ACCESSIBLE CURB CUT. SEE DETAIL I/A010 AND CIVIL PLANS. 3. ACCESSIBLE VAN PARKING STALL W/ 1:48 MAX. SLOPE, SEE DET. 2/A010. 4. ACCESSIBLE PARKING SIGNAGE ON POST / BUILDING. SEE DIET. 3/A010. S. 8'-0" WIDE PAINTED HDCP VAN ACCESS AISLE W/ 1:48 MAX. SLOPE. 6. CONCRETE SIDEWALK. SEE CIVIL PLANS FOR CURB EDGE AND SLOPE. 1. PRE -FABRICATED GAZEBO. PROVIDE ELECT. AS REQ'D. VERIFY W/ OWNER. 8. NOT USED 9. MONUMENT SIGN. PROVIDE ELECTRIC AS REQUIRED. SEE PLANS BY SIGN COMPANY. ALLOWANCE BY G.C. 10. VERIFY EXTENTS OF WALKING PATHS t AMENITIES W/ OWNER. TIE INTO EXISTING PATH AS REQ'D. 11. BITUMINOUS TO BE FLUSH W/ CONCRETE SIDEWALK THIS AREA, VERIFY W/ CIVIL DRAWINGS. 12. CURB CUT PER CITY SPECS. VERIFY W/ CIVIL PLANS. 13. GREEN SPACE THIS AREA, SEE CIVIL DRAWINGS. 14. EXISTING FENCE, FIELD VERIFY LOCATION. 15, NEW BITUMINOUS - SEE CIVIL PLANS. 16. CONCRETE STOOP, SEE STRUCTURAL PLANS. 11, CHAIN LINK FENCE, VERIFY HEIGHT W/ OWNER. 18. EXISTING PATH, VERIFY LOCATION AND MATERIAL. 19. EASEMENT LINE SHOWN DASHED. VERIFY W/ CIVIL DRAWINGS. 20. PROVIDE GAS FOi, EXTERIORGRILLSWAOWNER REQ D. YIERI Y LOCATIONSLW/BOWNE1z STAMPED CONCRETE. 21. FIRE DEPARTMENT BUILDING CONNECTION, VERIFY LOCATION W/ FIRE MARSHAL. 22. FIRE DEPARTMENT KEY BOX, VERIFY LOCATION W/ FIRE MARSHAL. 23. CONCRETE CURB t GUTTER, SEE CIVIL DRAWINGS. 24. PAINTED PARKING STRIPES. 25. BUILDING SETBACK LINE SHOWN DASHED. 26. EXISTING POND AREA. 21. RETAINING WALL, VERIFY MATERIAL W/ OWNER AND EXTENTS W/ CIVIL DRAWINGS. 28. WETLAND AREA, SEE CIVIL DRAWINGS FOR BUFFERING REQUIREMENTS. 29. 25'-0" WETLAND SETBACK SHOWN DASHED. 30. NOT USED 31. NOT USED 32. CONCRETE GARAGE DOOR APRON. VERIFY SIZE/EXTENTS w/ G.C. 33. NOT USED 34. "NO PARKING" SIGN AT ACCESS AISLE FOR ACCESSIBLE PARKING STALLS. 35. "NO PARKING" PAINTED ON SURFACE OF MOVE IN CORRIDOR STALL, VERIFY W/ OWNER. 36. LOCATION OF AUTO DOOR OPEN BUTTON ON POST. PROVIDE CLEAR APPROACH AREA BEYOND SWING OF DOOR. UNIT MIX: ONE BEDROOM 3 ONE BEDROOM DEN 10 18% TWO BEDROOM 41 TWO BEDROOM DEN 12 82% TOTAL UNITS 12 12 TOTAL UNITS PROVIDING (2) PARKING STALLS PER UNITS (TYPICAL SENIOR APARTMENT DESIGN) = 144 PARKING STALLS PROVIDED 145 TOTAL PARKING STALLS n - A fi A i I I \ 2j \ 9 MONUMENT SIGN \� THIS A 13 1 \ � 1 1 12 I � � 1 \ 25 \ 1 \ 12 1 \ Ii, 13 19 I I EXISTING POND 26 10 0 DOG NF / I1 PARK pgTy / 11 e 18 SCREENED 1 / GAZEBO 13 / f S A/R 19 I6 / 13 10 Jf GARDEN 13 AREA WITH PATHS 13 �v o� M s FIR IT MECH �? _ o car yj Qo/ o `moo 20 10 II / 32 GRILLI Gs DOG AREA I6 / 15 13 WASH 16 PATIO / MECH. ODD SNpP ELE / / 23 I6 SZ CIF \N CORK\Q OMMIJNITY MAIN \ fl NOTE: FITNESS° SCREEN ALL / 2 UND MOUNTED 11/2 STORY G4 �,�32 � / VA IP. 13 COMMONS AREA _ �o 36 �� o = PUB \0 II 2, �� SURF " 5 16 ' 13 16 13 / y GqR CE 13 pRl 4 13 /4Soo 7 NFpST'4��S 4C �pFR C ND 4 II 21 2 6 23 15 / q� pq,�y 3 4 / 36 KIHG STq[ T'4��S _' 13 '0 - 3 21 13 " S 2 _ 24 o = 24 ' " 35 � 24 29 - - ^ 23 15 29 19 � I 19 1 � 3 SETBACKTLAND 1 / SHOWN DASHED / 19 19 25 / 14 ----- - - - -- -- - - ------ - - - - -- ----J / \ I SITE PLAN v SCALE: 1:30 / 19 21 / 9 ■ ■IM■■\ ■:VE■■ ■ NIUM■■ 0 ■Ti■©■I-EELS ■o■e■■■■■■ ■m■■■f■■■■" ■■■R1■1 111113 ■"E■■■� ■m" 1MB■MM� 14 Emma■� All EVEMMERIME[H ■M■0■91m ■ NN MENNEN ■ E■K MINE i ■■■■■■■■■ ■■■■■■■■■■ moommommom ■■■■■■■■■■ moommommom ■■■■■■■■■■ ■■■■■■■■■■ moommommom ■■■■■■■■■■ ■m■■■■■■■■ ■■■E■E■EE■ ■■■■un■m■■ ■r■■oNEAE■ ■pm■n"EVE■ ■■&■H■■E■■ ■■rE■Hon■■ ■b■■m®m■■■ ■mm■"■o■M■ ■o m ■nuurM■ M&FENURVEM ■■FEMd■PM■ ■■■EN■®VE■ ELEMONN&ME ■L■ERHA■■■ owro"mmurm ■■■E■mu■■■ ■■■■■■■■■■ ■■■■■■■■■■ moommommom ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■o■■■■ ■o■_■un�a�.��tt:J:yy o�.�m ONE b&ARENE ■`\ 411119a " sb■ ■■■■a■■T■■ ■■■■■ABE©■ mommodomom ■■■■■■■■■■ ■■■■■■■■■■ moommommom ■■■■■■■■■■ ■■E■■■■■■■ 0_00LAME_.0 ■■■■■■■■■■ ■■■■■ckl■■ ■■rnn[ul■■ ■ ■PICIC-4:112,�� ►e■ ■mrima ■wb;v� L• 4m L'_>z■ :■ ■0=13P■Ei■ ■■5• NERV-3rill 1 r-■m■ .. NONE ■MEE LOU■■■■a ■■■■■■■■■■ ����gillll ■■■■■■■■■■ CmEMEME■■■ ■iiirii 1'5' THN BRC SHINGLES 1• CORNER TRIM e' HORIZONTAL LAP BIDING — OVERALL MATERIAL SIDING 8U S.F. 0.15% MASONRY 418 S.F. U.25% TOTAL 1,314 S.F. 100% MATERIAL % REAR ELEVATION TOTAL 198 S.F. 100% SCALE: I/e" = I'-O" 24' DIAMETER VERTICAL DECORATIVE SIDING LOUVER END ELEVATION SCALE: 1/8" = 1'-0" MATERIAL % SIDING 98 S.P. 915% MASONRY LL S.P. 0.257 TOTAL I IN S.F. 100% ASPHALT SHINGLES C FASCIA _ -- - - -- wfT, ---- ----_- -\ -- --_ _�- -v T.O.PLT. IO8'-O' RZ$➢ CORNER TRIM DOOR MATERIAL % SIDING 258 S.P. 1 1 .15% HASONRY 1 94 S.F. 1 205% TOTAL 1 352 S.F. 1 100% 1' STONE CAP TO BRCK VENEER FRONT ELEVATION SCALE: 1/8" = 1'-0" ----------------------------------------------------------------------------------------------------------- \\ H II'-2" II'-O" II'-O" II'-O" II'-O" II'-O" II'-O" II'-O" IlrlO" � w rc D ` / O.H.D. I 19'-O'KI'-O' O.H.D. 1 1 T-0'0-0' D.H.D. i i 9'-0'aq'-0' O.HD. a , I /'\ A ♦\ W O II'-O" II'-O" II'-O" 106'-0" FLOOR PLAN 9 STALLS SCALE: 1/8" = I'-O" T. 1. ER f 8TM CAP TO BRDC VEIEE IR N 0 0 0 u, 156'-8" ELEV "A" FITNESS ROOM 4 w GAME ROOM ------------------------------------------------------------ c� VEST - c DRIVE UNDER ---' cv CANOPY ---------------------------- COMMUNITY ROOM -------- ---- of __VAULTED__CEILING — ~' i Cam! W OFFICE STORAGE PACKAGE STORAGE v ® ® MAINT. MAIL ' OFFICE ----- - , � � ELEV. z. SALON COFFEE / PUB AREA Y, p BIKE STORAGE FIRST FLOOR PLAN SCALE: 3/32" = 1'-0" MWAU 6 F4 4 0 HVAC iI HVAC 0 BIN 32 TOTAL PARKING STALLS ' I I ---------------------- ----------------- AN ' ELEV 'T ------------ 13 40 TOTAL PARKING STALLS --------------------------------- - ELEV "E"---------------- 20 I'-4n 113'-I 21/32" ELEV "G" 14 w 9-' m mommmmmmm Emmommomm mmEmommom commommomm L 252'-8" Ile 225'-1 11/32" 0'-11 11/32" A �NI UNIT A.2$$ ONE BEDROOM DEN ,4 U N IIII A. ;�-_ ONE BEDROOM DEN of i d.. THIRD FLOOR PLAN SCALE: 3 2" = 1'-0" "UNIT "CT' ,'TWO BEDR00 s f, ff UNIT F TWO BEDROOM N cn Lo i C1! ,LN rra � BEDROOM DEN = h-1( P `7r=ter, r NIT TWO BEDROOM'' ■ lilt -y 1 II ' I,I I II II II I Ili I II II 1 II II II 4 �18 ■ ELEV I lj !-;- T ---------'IIIIIrjIIl�� -- -___�1IIIIII 'LIIi�IlgIamI`-----T-TIt„,IwIII^IIIIIIII�III�II -_--�J'II4IIIIII'�I,II lIiRi,�pIt�_---_,�,.lIIiiIIIwllIIII IIII� ^I'I --I I r ---- __1 -------'-'li _IIIII r -- UNIT "C.1" -- --J UNIT "C.1" ----------- TWO BEDROOM TWO BEDROOM FT o q 7 ----- ----- - - - ----- - ' UNIT ' E ' ------ .' I -. I � I I Z"-_- T3WO BEDROOM DEN � I I I DII�II� C01 --'I IT IT -----__ ,I I III I L-_ --J I •JI 1 UNIT -----;--- f� TWO BEDROOM ME f »° 0 f O 0 UN T; A.JA HVAC-_r ! '- w ONE �Ei6OM �Pk,'r , ���,,' STORAGE ------------- UNIT "B" - TWO BEDROOM ----- -- UNI T C TWO BEDROOM --------- ,m -- hi - IIII --, I ' ------- ------------- SCREEN I' I �° -ylll IIII , I 1 I ll II •_�I, y�_,II 11 Ili ' -, ✓> IIL �, ,, I III I I I Ili I I 1 I 'I ��- I -I ' � I I I 11 III IIIIi gill iI' �,•, Ir,l ✓✓ ---, I�---; � I _ _ �Ir;III ;---, Ili l •- ` III; VhgN w , 1. i' ..'r_ <` � ``\� `\�`` `� ,D __•----ii--L `__ • II I I ' IIII �_ I __� I I L I I µ---J III L �I I ` III II •'�� ` n � /. , � • ` _ _ _ II'.�--i� III I I � I SCREEN SCREEN ELEV 'ILI' '-5 21/32" UNIT MIX Lu UNIT TYPE 2ND FLR. 3RD FLR. 4TH FLR, TOTAL BALCONY 5.1=. % BY TYPE Q "A" (I BED) 2 - 2 X S.1=. (I BATH) g"AY' (I BED) 1 - - 1 X -792 S.F. (3> n "A.2" (I BED) BATH-DEN) 2 2 2 6 X �40 5.1=. Q in Lu "A.2A" (1 BED) - 2 2 4 X 941 S.F_ (10) (I BATH -DEN) "B" (2 BED) I 2 2 s X 990 S.1=. (I BATH) (2 BED) 4 4 4 12 X 1,080 S.F. (2 BATH) "C.I" (2 BED) 6 6 18 X 1,138 (2 BATH) I'D" (2 BED) 4 4 4 12 X 1,095 S.F. (4�) (I BATH) 2 2 2 6 X 1,202 S.{=. o (2 BATH -DEN) "F11 (2 BED) 2 2 2 6 X 284 S.F. (12) ~ (2 BATH -DEN) 11% TOTAL 24 24 24 -12 100% AN R-2 OCCUPANCY REQUIRES 2% TYPE "A" UNITS 72 TOTAL UNITS REQUIRE 2 TYPE "A" UNITS THE REST MUST BE TYPE "B" UNITS ■ ■ n L - ----- UNIT "D" -„ TWO BEDROOM I y I - ___, --11----- IILI 113-1 21/32" t ELEV "G" SCREEN SCREEN SCREEN -- SCREEN hK _ — ---_ li iii r. o' r r' III 11 , iI I I III III I I li ' Ili i Ili i I II, I I i II III ' i91 rr Ii III Ili l; ull II III jll ,I �I PI IIII ;; II u_�I I�_,II ll Bill d I I n_�I I�_,II ii u 1 1� I _ ✓ II II 1 I I I _J 1-- - , II ' , I li lip , I Illli il'ii I i II I` II I I L I --ill ilI`I` LII II___� -'w'-_______ --- I li I�lli I i I I UNIT „B-- --J UNIT „C" �-- --J UNIT „C" I\-- --� � �> 1 - TWO BEDROOM TWO BEDROOM BEDROOM ------ ------------------- _- ,' I I ,' I I STORAGE I I I I I I I HVAC r,<r' v O r>£✓' :,� O I r>£' :' 0 0 U >< A. 2 A NE f: QOM DEN IQ% I II - I i h---III ✓ I III UNIT "D" .--- TWO BEDROOM ■ 911 0 P UNIT '- i n„1C. UNIT C.1 'NIT BEDROOM DEN I LF TWO BEDRO0M _- - TWO BEDROO--- °b UNIT „C„ UNIT D ' I TWO O BEDROOM EDi I i ROO'rMTWO BEDROOMy -=-m------- --------m-==, m,---- ------------- I.------ _ ,I II II II II i I V I I ✓ I ✓ ✓ II I I - I I 4' Inll I 'II I ,I � o; Jn II III ' I la I, In II n 11 yI IIII I I ' I II I I n� 'I III III r---I --• 'li VI III I I II I I ,I I I III III VI III I I II I rlI � — n , I `ii ✓ --- n---, I ✓ --- n---, I II Ili :E��`I 11 ,Ac I I I I II I u o o — I' II I I I I I I I I I I II ' ' I I III 11 III I I, ll I I ,I I it \ I II 'I, I I II II 11 I 11 11 � I tt 11 I 11 I I I IIII , I 1 il✓ __ I L— I `__ , I i `__ __� ___ L---'II II 1 i i i '\y" I 4 Ill L-_iL -- -- -- -- SCREEN ELEV 'i 1, 1 O i N N 0 0 N L;_i J L� N I N I N 0 LJJ 0 _J in Iisug W %T-3 11/32" 68'—II II/32" 225'-1 11/32" 156'-8" `y i UNIT )) A. 2" OO ONE BEDROOM DEN UNIT A. ;:�._ ONE BEDROOM DEN dJ. FOURTH FLOOR PLAN SCALE: 3/ 2" = 1'-0" m JAC 'DRAG IF 0N-V �JNIT "C.1�' TWO BEDROOM 1 z_ u " UNIT 77 F77 TWO BEDROOM L\T_A\_; 0 A�F, NPT ; ,,7 F77 ae� BEDROOM DEN 'A C UNIT "C.I TWO BEDR00 r r ELEV "A" lief--+ II I�--y�ll Rill II �\ I I II h___y II I III I II ICI I I,II III_, � IIII I 11 I II III 11 ' I __ � IIII IIII Il li_�Ili 'II`_III lls I J y___J I I I I �_ I I I I — II I _ _ '�`I�1/______L�_1I�ILII I' I`=J�III III` ILLS_ LI.Lu ______I`I�Iw -- UNIT C.1 0 BEDROOM UNIT „ E„ - ----- --- --- -"TWO BEDROOM DEN Oil r-r HVAC STORAGE 411 WIIN= Il ---i II II II ___TT__"L--'I r-----ii---- I I 'S V . II I I ' III II I I I I III „ II, (IIII II __ 11 _J I III I I II,I ' L`-----=-w'-� UNIT "D' --- �, -------, -- TWO BEDROOM UNIT "C.1" I TWO BEDROOM--- Lmod FNI III MEN LRE, NE OM DE_ •-..TWO BEDROOM UNIT "B" �. ` \ � III I Rill 1•=1—I ' I —I— ' I �I'Il�ll'� ELEV "L" '-5 21/32" UNIT MIX LO Lu UNIT 2ND 3RD -I TOTAL BALCONY S.F. % BY U TYPE FLR. FLR. FLR. TYPE Q (I BED) 2 - 2 X 83� S.F. (I BATH) g (I BED) I - - I X -792 S.F. (3) N (1 BED) (I BATH -DEN) 2 2 2 6 X �40 S.F. Q In m 1'A.2A'I (I BED) - 2 2 4 X 941 S.F. (10) C" (I BATH -DEN) 14% "B" (2 BED) 1 2 2 5 X 990 S.F. (I BATH) "C" (2 BED) 14 .412 X 1,080 S.F. (2 BATH) "CY' (2 BED) 6 18 X 1,138 S.F. So (2 BATH) I'D" (2 BED) 4 44 12 X 1,0`15 S.F. (4-1) (I BATH) 65% n 2 2 2 X 1,202 S.F. o (1211 BATH -DEN) 3 "F" (2 BED) 2 2 2 X 1,284 S.F. (12) ~ (2 BATH- EN) 1 TOTAL 24 24 24 72 100% AN R-2 OCCUPANCY REQUIRES 2% TYPE "A" UNITS 72 TOTAL UNITS REQUIRE 2 TYPE "A" UNITS THE REST MUST BE TYPE "B" UNITS II I _________ I� II I 3 � I I I . o :------ ElvmmiI--- i : �ILLL_j - UNIT "D" TWO BEDROOM �_- II I __ IIII II I' I I I IIII II I I '� r\ ---'illy ______ II I d, III II II O 113'-1 21/32" a < r ELEV "G" S__ C,IIIII'i REI EN IIII 76 liIIIi'InliII ICI'IIII o' LZ�,_ —�� SCREENSCR ENCREENSSCREEN 77 IIRill I Ili till II Rill 1 III ' IIIIII II,, /. `--- J IIII III, ;, I ;, III lil lil IIi IiI `--- III !'I Illi Ill ills i ;' li' III--, \✓ i r: f�-7>V ,1' 'V I yl _ I IIII III �.,[_f .�.,I I I I 1 1 I ,�'C�� 1><�✓� r� i ' I III II I , II III Ili L__lll l` ----------- _ ------ __Imow_ = �wI'-,I- _____`I----_11II'l -__ _ —_______ UNIT7C UNIT CUNIT B $ I UNIT D T M M TWO TWO BEDROOM _______ ____ ______ ___ _ _ _ __ ___ WO BEDR00 TWO BEDROOM BEDROOM `_ i -• ------------ „ HVAC ` STORAGEf In c \, I Um- T� I I V A 2 A �J: p ri6mp p ONE0 DEN qDN REFU r---------� I I Qo ° QO I O O Q Q--_ _ 4S1 _ O �] Q O-------- - Q O ---- 10 ---- on ' I Go ✓ I I I I I O ■ O � UNIT E - - h ----- ----- I e TWO BEDROOM DEN =____ ----- I- 77 ,7 ----- - ------ 4- = IT ' C. 1-------' --- U ,17 _" `_"UNIT C.1-------� � k y _-y y �UN NIT ' D" p 'w TWO BEDROOM UNIT C _____ < - - -- - TWO BEDROOM - - TWO BEDROOM � _ ___ r__ __ _ ___, __�,m,___ TWO BEDROOM r r�li - , --- I III I r --,i -------�,m ---�' IIi i ------�----y II I ---- `-- __ I,I InI Il-------�ml I- -,�I11 I - J ,mho ______,19-- li i,Il , M I r If I> III IIIIII------ ---I i--- I I ___ I rl fI - _______IIPh------I %mli I I I I ,i Rill l`III I, '`Il-i -, _ `iI -----1y1III III ----III IIII II +IIIIIIII _ __�III IIIIIIIIIIIIIII -;III .I I`_ - RI! `-J __---- lidJ -- A\, - - SCREEN ELEV "E" 262'-3 II/32" 0 U a_ 0 N LJJ J N N i N 0 LJJ 0 J in W Iisug Emmocammmm mmm 1M 1E 1N nl III �ull N� �IVI III ,h lallllllll,llilllll� nlllllul�nlllllull alllllul�nlllllull �— nlIII111 IO 111111 111111 — If MOO Lill I F — 111 111' 111,. ®. 111 I■ ■■■II III IIIIII __���., II III IIIIII IIIIIIIIIIII ■. ELM, (IIIIII (IIIIIIIIIII IIII (IIIIII IIIIIIIIIIII IIIIIIIIIIII (IIIIII IIII �3 --t Cii ■ -; iiC iii CiC ' iii iiCll, iii iii' iii Ill oil iii ■ �■■■® Iliuuillr uilluiln ■■ winuliu �■■■r■� �— 6n1 Illllwllli �� I6ii1 IIIIIIIIIII Iliillllllll illl IIII - I� III = III ICI III = �=11l11ll Ill1111 = III ICI I=� _III III III III III �I�I IIII= _ICI III III ■ =■■■=Il77 wmarl=■■ IunuulauliliI=■■■E I■■ Iw>lu77IIIliilI=■■■ ■ ■I-11111 III IIIIII IIIIII 1 _c___3 _c<■ ■o- __�-�_=1�1■ ■ ■1=1 ul 77 nul, I����i■ ■-��_���-=1 ulul Inn ICI lu 1=1■ ■ ■lil----'-■ ■--��=����ai-ul�ll I�I!�I-ICI I�u1=1■ ■ ®■E1 ®I� 1 �1��� � ■■Ilil-ill II � I = lilllllllllll IIIIII III millll I IIIII((IIII Ili I C m n IlmI ^gym I� IIIIIIIIIII III ��®w--CW �® C IIIIIIIIIIII W IIIIIIIIIII�� __ IIIIIIIIIIII IIII � IIIIIIIIIIII IIII _ -�� -- I 11M lllll� I I ,In == �ill�I r (IIIIII lr`l;•\ IIIIII—=III III III= — IIIIII IIIIII= 111 111 — —III III III - 1m1 1�1 111 111 = ■ ■ = I ■ ■ ■ = u' 11I I I1111 ■ ■ _ -- = —min==minw=7mu __ __ _ _ 71!11 _______-----_-_ -■ ■ __������_____� �����_-___=�����_=__--=,��� om ■-_�■ _ _ = ■ �I _ I ■IIIasammIsm = =-1�I �,Ilallllllllli�illlllllluul� - III 111 111 �IIIIIIIIIIIIIIIIII,� ■ ■ mw min ' ■ lnm fG�1mmn1 mm IIIIIIIIIII 11914UPI ■ ■ ■ IN► I 1 I 1 I 1 1®®1 1 1 11 110M®I 1 1 ■ ■ 111 III III milli1111110/1111111 IIIIII III III IIIm IIII 111 Z III III ��111 II1111� 0111111 �111111� IIIIII 111 111111�111 III IIII �C III III IIIIII-III OI 111=-QII�I III. _III IIII-111 III IOC �C111111 �1111110 I1�1 IO OMENS �■■■N III IIIIII IIIIII ■■��■■■� III IlillI IIIIII■■��■■■� IIII min IIIIII■■� LIIIIII III II iliiiilliiilli rKir _ -- 1:m1om.mm m I____=m m m _____________�_ m======-_==_______ m m m m m _�====____:m m 10 m m m m =__ _ __wnI ______m w mm m __�_r_=I �n n �ulluTlll =_1■■=_unwm— jlliuilliili lllljllllllllllll Ill, lllllll lllllllllllli — _ ___-- a _- �-- __ == =_ == = __ == =_ == === ___ == _= - = = ==== == = ======___= _ = __ e ___ _ ___ ___ __ ___ _?: _= == _ - _=_ _ _- -gym m �= __= � _= == =, � _= =:III I11 _g`- III _ ■ _ oe== �_-__= - _ =III III _ _�' _ __sue_??_-s_-- v=ul III ea?? ______ =____ =:III III e= ■=== - _ ===e o_== =_= __====■■=== =_ = === ==_-■■ -== _===_____=== ■■ _ = =_ __ ____ __ ____ ___ — �_ -- _ -- _ _o= -=_ _-_ ___— -= CIM =_ ___ � —_� e�_�-- _ _ -- _-_ -- —_- — _ — --- -__ _=-s-e__= _------------------ —_ --__-. ELEVATIONIiG7 �EAT ER IAL % � CPlFi)•1F S.F. 0,115% 5.F. TOTAL 11% � • •• au�ullllllllll.InlllllPl �alllluu�, _ lllllllllllllllllliiuul ��•' ill LII , •�risn� fitS.F. 1001 —� - lug �alllllul � nlll�n�n�llllul _ = v Will Yn In - 111 111 111 lit =, =_ _ nn m 111111111 n llll llllllllllll = llllllllllll lllllll = -- lllllillllll lllllll ■ ■ ■ ■ ■ ■ IIL_,,_IIIIIIIIIIII ;min �n(�nl— �Y snllf �n m=- �nlm mm mmnr 3� IO Iq � III Illi� It. 911111 ^ ^ � III III III 111 III III III fin', �rlulllun =■■I_ mlC �■� ;■■ ■■ ■■■— IIIIIIIIILIIIIIIIIIIIII IIII IIIIIIIIIIII IIIIIL, _, mm mm mm' ■■ ` ■ mmm m mm ■. ■, IIIIII lu r III 111 III IL III . Ili —Emmm, Ili— ,mm mml lienm i _ � 1 � � � �,WI IIIIII � ��■, r,11��������,���������� III IIIIII III i- Io-IR 111--III IIIIII= �III IIII -111 111—_=_III IIIIII==1�11�1 =1I1 ■-_■■■- III_I IIIJImnun =■ IIIt��lll lil lll� 77171771 111 ��III III 111� ��_ �__n_ O ■ � _ ■ ■ ■ _nl - - _I _. II II � ,IIIIIII AIIIIIIIP� _ eluJ uu �uu = .. IIIIII 61, 111Q �1lf nll Yi. HIM ■■I �IIIIIIIIInIIIIII��■■� — ■■� 111111111111 IIII IIIIII111111� 1111111E a 111 lll�lll lll�llllll IO.111 � III III �_' 7I1111 III IIII t110111111D=111. 111 ■■I= mmm ■■■ _ ■■p■■p■■ � IIIIIIIIIIIIIIIII �� ■ ■. m nl I.IIlllIn1�l 1I�n �III mM _ ME' t ■ ■ I ■ liu im a1