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HomeMy WebLinkAbout06/10/2020 P&Z PacketHow to Join the Meeting Phone: Dial 1-312-626-6799 Meeting ID: 819 2572 1691 Weblink: hLtps://us02web.zoom.us/j/81925721691 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: April 8, 2020 5. OPEN MIKE 6. ACTION ITEMS CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, June 10, 2020 6:30 p.m. Meeting to be held electronically Pursuant to MN Statute 13D. 021 A. PUBLIC HEARING: Conditional Use Permit for Laborer's Training Center Campus Expansion (2350 Main Street) B. Lyngblomsten at Lino Lakes Addition PUD Final Plan/Final Plat 7. DISCUSSION ITEMS A. Project Update 8. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : April 8, 2020 TIME STARTED : 6:33 P.M. TIME ENDED : 7:39 P.M. MEMBERS PRESENT : Paul Tralle (Chair), Neil Evenson, Michael Root, Perry Laden, Sue Peacock MEMBERS ABSENT STAFF PRESENT Michael Grochala, Diane Hankee, Katie Larsen, Janele Waterman The Planning & Zoning Board meeting was held electronically on the Zoom platform as allowed by Minnesota Statue 13D.021. I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:33 p.m. on April 8, 2020. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA The Agenda was approved as presented. IV. APPROVAL OF MINUTES: February 12, 2020 Mr. Root made a MOTION to approve the February 12, 2020 Meeting Minutes. Motion was supported by Mr. Laden. Motion carried 4-0. March 11, 2020 Mr. Root made a MOTION to approve the March 11, 2020 Meeting Minutes. Motion was supported by Mr. Evenson. Motion carried 3-0. DRAFT MINUTES Planning & Zoning Board April 8, 2020 Page 2 V. OPEN MIKE Chair Tralle declared Open Mike at 6:36 p.m. There was no one present for Open Mike. Mr. Laden made a MOTION to close Open Mike at 6:37 p.m. Motion was supported by Mr. Root. Motion carried 4-0. VI. ACTION ITEMS A. PUBLIC HEARING: Lyngblomsten Senior Living Community PUD Development Stage Plan Amendment #1— Site Plan and Grading & Drainage Plan Ms. Larsen, City Planner, presented the staff report. The applicant, Lyngblomsten, has submitted a land use application for PUD Development Stage Plan Amendment #1 to omit the clubhouse and revise the site plan and grading & drainage plans. The original PUD Development Stage Plan/Preliminary Plat was approved by City Council on April 8, 2019 by Resolution No. 19-42. The original plans included a centrally located stand-alone clubhouse. The clubhouse is now being omitted in order to enlarge the stormwater pond. Board Comments V AV Mr. Root commented although it was a disappointment to learn that the clubhouse was not going to be built in order to enlarge the stormwater pond, he was pleased to hear the clubhouse activities will be retained within the main building. He also stated the realignment of the road was a good addition to the plan as it has the potential of creating more parking spots. Mr. Tralle concurred with Mr. Root. Mr. Laden expressed his support regarding the retention of clubhouse activities within the main building. He questioned if the amenities would be open to the public. Judd Fenlon, from Grand Real Estate Advisors representing Lyngblomsten, stated the pool and wellness area would be open to the public through membership. Mr. Tralle asked if Mr. Fenlon would like to make any further comments before opening the public hearing. Mr. Fenlon shared that three individuals from Wold Architects and the civil engineer for the project from A.J.A. were present in the meeting and they collectively would be able to address any questions from the public. He stated, Ms. Larsen's Lyngblomsten presentation did a good job summarizing the plan changes. Mr. Fenlon concluded by DRAFT MINUTES Planning & Zoning Board April 8, 2020 Page 3 stating he and his colleagues are very excited about the project and they are committed to seeing the project through. Chair Tralle declared the Public Hearing open at 6:53 p.m. Public Comments Courtney Hoadley, 255 Ash Street, wanted to hear more about landscaping plans between her property and Lyngblomsten's site. Ms. Larsen, City Planner, assured Courtney when the final plans are submitted more detail about the landscaping plans will be provided. Mike Witham, 211 Woodridge Ln, asked if the footprint of the main building will be increased since the clubhouse amenities will now be located within the main building. Tu-Anh Bui Johnson, from Wold Architects and Engineers, addressed Mr. Witham's question by stating the footprint of the building has stayed relatively the same. However, the pool area was enlarged to accommodate the lap pool and water exercises. Ms. Peacock made a MOTION to close the Public Hearing at 6:59 p.m. Motion was supported by Mr. Laden. Motion carried 5-0. Ms. Peacock made a MOTION to recommend approval of the Lyngblomsten PUD Amendment # 1 to omit the clubhouse and revise the site plan and grading & drainage plan subject to conditions listed in the staff report. Motion was supported by Mr. Root. Motion carried 5-0. B. Stern Addition Final Plat Ms. Larsen, City Planner, presented the staff report. The applicants, James and Sheryl Stern, have submitted a land use application for the Stern Addition final plat. The applicants propose to subdivide their existing parcel into 2 single family lots for the purpose of constructing one (1) new single family home. The lot is located at 6820 West Shadow Lake Drive and is 0.96 gross acres (41,741 sf) as measured above the OHWL. Staff recommends approval of the final plat for Stern Addition. Board Comments Mr. Tralle commented on the 20ft wide access to the lake between lots. He thought each lot would have a 20ft wide access to put in a dock, but not a shared dock. If a shared dock is implemented, he stated we may run into problems if the parcels are sold later on DRAFT MINUTES Planning & Zoning Board April 8, 2020 Page 4 and the neighbors do not get along. Mr. Tralle preferred that each lot is allowed to have its own 20ft wide access to the lake. Ms. Larsen stated both lots are allowed to have their own 20ft wide access, but she said she would follow up with the applicants and ask if they would like to make the change. Mr. Evenson mentioned the well on site needs to be capped, but questioned if that also could be used for irrigation. Ms. Larsen confirmed the well could be used for irrigation. Mr. Root stated any comments from the City Engineer's letter and the Environmental Coordinator's letter shall be addressed, but he questioned whether there is any completion requirement in place before it goes to City Council. Ms. Larsen replied stating the project can proceed to council and those comments are listed on the council resolution. She further clarified applicants are not required to make changes and revisions per the comments received from the Planning & Zoning Board before the project is addressed by the council. Applicant Comments James Stern, 6820 West Shadow Lake Drive, commented that he thought each lot would have a 20ft wide access to the lake. He also clarified with Ms. Larsen that City Council has until November 2020 to approve the final plat. Mr. Stern then thanked the city for the progress with the project. Staff Comments Mr. Tralle asked Ms. Larsen about the attached decks and whether FEMA or federal approvals are required. Ms. Larsen stated the deck does not need approval from FEMA. However, the deck does meet setback and floodplain requirements. Mr. Evenson made a MOTION to recommend approval of the final plat for Stern Addition with the addition of a 20ft access on each lot. Motion was supported by Mr. Root. Motion carried 5-0. C. Main Street (CSAH 14) Trail, Federal Funding Application Mr. Grochala, Community Development Director, presented the staff report. The Transportation and Park components of both the City's 2030 Comprehensive Plan and the draft 2040 plan include a proposed extension of the Central Anoka County Regional Trail along Main Street (CSAH 14). The trail is proposed to ultimately extend DRAFT MINUTES Planning & Zoning Board April 8, 2020 Page 5 from our eastern border with the City of Hugo to the City of Ramsey on Anoka County's western border. Over 16 miles of the planned 26 miles have been constructed county wide. Portions of the trail, within Lino Lakes, have been constructed over the past 15 years as part of County Highway projects. The latest segment, completed in 2013, extended the trail over 35W from the Chain of Lakes Regional Park. Providing access to the Regional Park and expanding multi -use trail access to the City's north side continues to be a priority goal for the City. In 2016, the City partnered with Anoka County to seek federal funding for the segment of trail between Lino Lakes Elementary and the 35W overpass. While unsuccessful, the application was an important first step in programing the future extension of the trail system. Every two years, the Regional Solicitation distributes federal transportation funds to locally initiated projects that meet regional transportation needs. The 2020 Solicitation process is now open and accepting applications through May 15, 2020. The City is again partnering with Anoka County to submit an application for consideration under the Multiuse Trails and Bicycle Facilities category. Staff is still in the process of updating cost estimates. The 2016 application estimated a total cost of $1,100,000. If successful, federal funding would cover 80% of the project cost. The City and County would split the remaining share. Board Comments Mr. Root asked Mr. Grochala to clarify the path location near Main Street. Mr. Grochala explained ultimately, there will be a trail on both sides of Main Street. However, the city is in the conceptual phase of the project right now. If funding is received, the city will then move into the design phase and will be more specific. At this time, only one of these trail segments on one side of the roadway will be constructed. The trail is likely going to stay on the south side up to West Rondeau, where old City Hall is, and will likely cross over at that point and continue on the north side to Lino Lakes Elementary. Mr. Tralle asked if a tunnel will be constructed similar to the south side. Mr. Grochala replied stating a tunnel will not be constructed at this point. Mr. Root stated consideration should be given to the trail crossing point given the speed limit near that location is 50 MPH. He also questioned since Main Street has fairly wide shoulders, would the trail be incorporated into the shoulder. Mr. Grochala stated we are attempting to construct an off road trail. At this time, we are not anticipating utilizing the shoulders. Mr. Root asked if right-of-way would need to be acquired from the residents along Main Street. DRAFT MINUTES Planning & Zoning Board April 8, 2020 Page 6 Mr. Grochala stated some residents may be contacted, however, Anoka County has fairly flat and wide right-of-way along that entire section. There may also be a few construction easements. Nevertheless, we will not know this until we progress into the final design phase. Mr. Evenson questioned how the area near The Tavern On Main would be addressed. Mr. Grochala explained that section of the trail will be a concrete walkway approximately 10 feet from The Tavern On Main. Ms. Peacock commented that having a separate path, rather than utilizing the shoulders along Main Street, would be a good idea considering the traffic on said roadway. Staff is requesting a motion from the board recommending support of the federal funding application. Mr. Root made a MOTION to recommend support of the federal funding application. Motion was supported by Mr. Evenson. Motion carried 5-0. VIL DISCUSSION ITEMS A. Proiect Updates Staff provided verbal updates to the Board on current City projects. VIII. ADJOURNMENT Mr. Laden made a MOTION to adjourn the meeting at 7:39 p.m. Motion was supported by Ms. Peacock. Motion carried 5-0. Respectfully submitted, Janele Waterman, Administrative Assistant DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: P & Z MEETING DATE Katie Larsen, City Planner June 10, 2020 REQUEST: PUBLIC HEARING Conditional Use Permit for Laborer's Training Center Campus Expansion (2350 Main Street) CASE NUMBER: APPLICANT: CGffik em REVIEW DEADLINE: CU2020-002 SP2020-001 Laborer's Training Center Attn: Dean Mills 2350 Main Street Lino Lakes, MN 55038 Same Complete Application Date: May 18, 2020 60-Day Review Deadline: July 17, 2020 120-Day Review Deadline: September 15, 2020 Environmental Board Meeting: May 27, 2020 Park Board Meeting: N/A Planning & Zoning Board Meeting: June 10, 2020 Tentative City Council Work Session: July 6, 2020 Tentative City Council Meeting: July 13, 2020 BACKGROUND Laborer's Training Center (LTC) is located at 2350 Main Street. The applicant is proposing to construct a 37,284 sf training facility to the east of the existing facility. The Land Use Application is for the following: • Conditional Use Permit o Two (2) or more buildings on the same lot • Site and Building Plan Review • Street Vacation This staff report is based on the followings plan sets: • Civil Plan Set prepared by Barr Engineering Co. dated May 11, 2020 • Architectural Plan Set prepared by Architecture Advantage dated May 11, 2020 • Boundary Survey prepared by Sunde Land Surveying dated April 17, 2019 • Stormwater Management Plan prepared by Barr Engineering Co. dated May 2020 • Wetland Delineation Report prepared by Barr Engineering Co. dated August 2019 • Street Vacation Exhibit prepared by Sunde Land Surveying dated May 7, 2020 ANALYSIS Background Per the applicant's narrative, Laborer's Training Center (LTC) offers construction industry vocation training at their Lino Lakes facility located at 2350 Main Street. LTC has been at this location since 1993 and has outgrown their current working/training bays, classrooms and storage space. A second stand-alone training facility is proposed with related driveways, parking lots and stormwater management ponds creating a campus to serve all trainees and union members. The building is proposed to be constructed in 2 phases. Existing Site Conditions The existing site is approximately 18 acres; however, the southern half of the site is generally composed of wetlands and wooded open space that will not be impacted by development. A grassy "nature" trail also exists on the southern half of the site. The current training facility is approximately 40, 000 sf and has an outdoor training area to the east. A few small ponds exist on site. The site is relatively flat. The elevation at the north end is 920 EL and gradually slopes south to the lowest elevation in the southeast corner at 906 EL. A 66 foot wide pipeline easement bisects the northeast corner of the site. A portion of 24t' Avenue/Elmcrest Avenue road right-of-way exists along the east boundary line. A portion of this is proposed to be vacated. The vacation application will be reviewed separately. Per the Stormwater Management Plan and Geotechnical Exploration Report, soils are sandy lean clay, classified as B/D or C/D. Groundwater was not encountered while drilling soil borings to depths of 7 feet. Zoning and Land Use The property is zoned LI, Light Industrial and allows for two (2) or more buildings on the same lot with a conditional use permit. Current Zoning LI, Light Industrial Current Land Use Industrial Future Land Use per CP Industrial Utility Staging Area 1A=2008-2015 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North GB, General Vacant Commercial Commercial Business PUD, Planned Residential Townhomes East Unit (Victor Gardens, Mixed Use Development City of Hugo) South LI, Light Vacant Industrial Industrial Industrial West LI, Light Industrial Industrial Industrial Site and Building Plan Review Site Plan The site plan proposes a second, stand-alone 37,284 sf training facility being constructed to the east of the existing facility. The new facility will be constructed in 2 phases. Phase 1 is approximately 24,977 sf and Phase 2 is 12,307 sf. There is no dedicated timeline for the Phase 2 construction. All utilities and parking lots will be constructed in Phase 1. A west storm water pond south of the exiting parking lot and an east pond south of the new facility are proposed. A new 91 stall parking lot south of the existing building will connect with the existing parking lot and a new driveway will ingress/egress to the east at the current driveway location. A Site Plan Review Worksheet detailing setbacks and performance standards has been completed. Overall, the proposed campus expansion and parking lot meet setback and performance standard requirements. Lot Size & Setbacks LI Requirements LTC Min. Lot Size 1 acre 18 acres Min. Lot Width -Interior Lot 100 ft 600+ft -Corner Lot NA NA Building Setback -From Streets --Local Street NA NA --Collector or Arterial 50ft 265 ft --Corner lot NA NA Rear --Principal 15 ft 850+ ft --Accessory loft NA -Side (east) --Principal' 75 ft 75 ft --Accessory loft NA -Side (west) --Principal loft 165 ft --Accessory loft NA Buffer 40ft if side or rear lot abuts residential 40ft buffer provided along east lot line 'Per the LI, Light Industrial District, industrial building setback from residential properties is 75 ft. Architectural Plans and Exterior Building Materials The new building is designed to look like the existing building in order to create a campus like setting. Per the architectural plan set prepared by Architecture Advantage dated May 11, 2020, the exterior materials of the building include reddish brown rockface CMU, light beige rockface CMU accent bands and cream metal fascia & 4 standing seam roof. The exterior materials meet the ordinance requirements of material types, colors and percentages. The building floor plan is 37,284 sf and consists of three (3) working bays, two (2) shop areas, six (6) classrooms, several offices, 100 seat auditorium, storage, toilet rooms, utility rooms and hallways. A second floor mezzanine is proposed over the working bays. The new facility will be constructed in 2 phases. Phase 1 is approximately 24,977 sf and Phase 2 is 12,307 sf. There is no dedicated timeline for the Phase 2 construction. The building height is 32' 8" to the peak of the roof which is less than the maximum allowed 45 feet. A new trash enclosure is proposed to serve both the existing and new building. Construction details provided on Sheet A4 indicate reddish brown and light beige rockface CMU to match the existing and proposed building. The gate is corrugated galvanized steel. The enclosure is 7 feet in height. The trash enclosure meets performance standards. Mechanical equipment is located inside the building. Open and Outdoor Storage No open and outdoor storage is allowed without an approved conditional use permit for such use. The existing materials that have been stored outside will now be stored inside the new building. Outdoor Lighting A photometric plan was submitted showing foot candle compliance at the property lines. Light fixtures on the both the building and 25ft high poles are down lit. Off -Street Parking Requirements The existing parking lot has 163 parking stalls. The lot will be milled to full pavement thickness. 167 new parking stalls are also being added bringing the total of off-street parking stalls to 330 with 8 of them being ADA compliant. 105 stalls are required for an educational campus such as LTC. Parking requirements are met. A 20 ft wide bituminous driveway is proposed along the east and south side of the new building and connecting to Victor Path, a public road in the City of Hugo. There is an existing driveway with an Ingress and Egress Easement Per Doc. 1879078. There is one section of the driveway that is 17 ft wide where the new driveway in Lino Lakes connects with the existing driveway in Hugo. The Lino Lakes Fire Chief reviewed and approved the width. Elmcrest Avenue Street Vacation In September 2000 per Ordinance No. 13-00, the City vacated the Elmcrest Avenue 33 foot wide right-of-way immediately adjacent to the City's corporate limits from 400 feet south of CSAH 14 (Main Street) to Cedar Street within the City of Lino Lakes and retained a permanent easement for drainage and utility purposes over said vacated right- of-way. This vacation was related to the Victor Gardens development in the City of Hugo. Per the September 11, 2000 Council staff report, the vacated portion started 400 feet south of Main Street in order to preserve the east driveway into the Laborer's Training Center site. In 2003, an Ingress and Egress Easement Agreement between LTC and Rottland Company (aka Victor Gardens) was recorded that established a permanent 30 foot wide easement. With the proposed campus expansion and building construction, LTC is requesting 239 feet of the remaining right-of-way be vacated. The right-of-way is not needed since an Ingress and Egress Easement Agreement has been recorded. The vacation will also establish the required 75 foot building setback from the easterly property line vs. the road right-of-way line. The road -of -way vacation will be presented to the City Council by the City Engineer as a separate staff report and action item. Grading Plan and Stormwater Management Per the Stormwater Management Plan prepared by Barr Engineering dated May 2020, two (2) stormwater ponds will provide rate control and water quality treatment for the site. Currently, per Figure 1, Existing Drainage Plan, there are 3 existing stormwater ponds and wetlands on site. Based on the high water table and soils with low permeability, infiltration is not possible on this site. The applicant has submitted an application to RCWD for review and approval. A separate public drainage and utility easement extending 10 feet from the high water level (HWL) shall be recorded over the stormwater ponds. Public Utilities The existing building is served by an 8" municipal watermain and an 8" municipal sanitary sewer located along CSAH 14 (Main Street). The new building will be connected to the municipal services as well. The watermain will extend along the south and east side of the building to provide fire protection. Tree Preservation and Mitigation Standards The Environmental Coordinator and Environmental Board reviewed the tree preservation and landscaping plans. Per the May 27, 2020 Environmental Board staff report: 6 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. There are 124 trees slated for removal. 112 new trees are proposed. Clarification will have to be provided on numbers of trees in basic use areas, which will not require mitigation, and trees that will have to be mitigated for. 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. There is 70,293 sq. ft. of open space that requires 36 large trees and 106 large shrubs. 102 large trees, 11 medium trees, 61 large shrubs, and 68 medium shrubs have been provided. Open areas landscape standards have been met. 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 screen standards are not currently met, as the double row of triangulated plants is not continuous. Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values are calculated per tree based on the anticipated size 15 years after planting, and the distance to hardscape edge from the planting location. Per the landscape plans, 33,322 sq. ft. of canopy cover is required and 38,650 sq. ft. is provided. 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. Per ordinance, 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. For 440 linear feet of foundation, 9 large trees and 27 large shrubs are required for the north and east building faces. Nine (9) large trees, 3 large shrubs, and 50 medium shrubs have been provided. Foundation Landscape requirements have been met. 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 applicant is proposing to provide 6 inches of topsoil and MnDOT seed mix 25-131 in place of sod over 53,973 sq. ft. This mix is low maintenance turf grass which is salt, shade, and drought tolerant and requires less frequent mowing and less fertilization than conventional turf grass. Areas around stormwater ponds totaling 16,320 sq. ft. will be seeded with MnDOT 33- 261, Stormwater South and West, which is a native mix of grasses, forbs, sedges, and rushes for stormwater pond edges. Signage A Sign Permit Application and sign plans shall be submitted for any wall or ground mount signage. Impervious Surface Coverage The LI, Light Industrial zoning district allows for 75% impervious surface coverage. The proposed impervious surface is 5.62 acres or 30.2% which meets ordinance requirements. Impervious Surface Coverage Total Parcel Size 18.6 acres Existing Impervious 3.59 acres (19.3%) Proposed Impervious 5.62 acres Traffic Study A traffic study is not required. CSAH 14 (Main Street) is an A -Minor Arterial Connector Road and is capable of handling the additional traffic volume proposed by the expansion. The easterly driveway to Victor Path is an access road currently used for delivery trucks approximately once a week. The driveway also provides for emergency access if necessary. LTC anticipates approximately 200 people taking classes each day, with the majority of classed being held in the evening. LTC does host 3 special events throughout the year and receives traffic assistance from the Lino Lakes Police Department. Students and staff will enter and leave the site via Main Street. Public Land Dedication Park land dedication and/or fees are not required. This is an existing lot of record and not being subdivided. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identified this site as industrial in all 3 land use scenarios. The LTC campus expansion project is consistent with industrial development. No further environmental assessment is required. Wetlands A Wetland Delineation Report was prepared by Barr Engineering dated August 14, 2019. A WCA Notice of Decision for the wetland delineation was issued by RCWD on October 8, 2019. Three (3) wetlands were delineated within the site totaling 7.52 acres. The majority of the wetlands are located in the northeast corner of the site and the southern half of the site. Five (5) other areas on site have wetland characteristics but were known to have been created during the 1998 and 1999 permitting and approvals process for a building expansion project. A joint application has been submitted to RCWD and USACE to request approval of these areas as incidental wetlands and not regulated under Mn WCA. The only wetland impacts proposed are within the incidental wetlands and therefore, no mitigation is required. The wetlands are within the Wetland Management Corridor and conservation easement and wetland buffers are required. The applicant proposes a 25 foot buffer. This will be reviewed and approved by RCWD. As part of the 1999 building expansion project, a Declaration of Restrictions and Covenants (DORC) was recorded over the wetlands. This is shown on the survey. A separate public drainage and utility easement covering the delineated wetland, conservation easement and WMC buffer shall be drafted and recorded against the property. Shoreland District The parcel is not located within the Shoreland District. Floodplain There are no floodplains located on site. E 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 NURP pond. Land Use Plan The Comprehensive Plan guides this property for industrial use. The proposed LTC campus expansion project is consistent with industrial land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the proposed LTC campus expansion project. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible. CSAH 14 (Main Street) is an A -Minor Arterial Connector Road and is capable of handling the additional traffic volume proposed by the LTC campus expansion project. The driveway to Victor Path is for weekly truck deliveries and emergency access. Sanitary Sewer and Water Supply Plan An 8" sanitary sewer main and 8" watermain along CSAH 14 (Main Street) provide public utilities to the site and building. The sanitary sewer and water supply system have capacity for the LTC campus expansion project. Anoka County Highway Department Staff distributed materials to Anoka County Highway Department but has not received any comments yet. We do not anticipate any issues since this is an existing access onto an arterial connector road. Public Safety Comments The Fire Division reviewed the proposed campus, parking lot and driveway expansion. They commented that the east driveway needs to be able to support fire trucks and emergency vehicles. The Police Division reviewed the plans and had no issues that needed to be addressed. 10 Environmental Board The Environmental Board reviewed the project on May 27, 2020 and recommended approval with conditions. Those conditions are summarized in the attached Environmental Memo dated May 29, 2020. Storm Water Maintenance Agreement The stormwater maintenance for public facilities will be covered under the City's Programmatic Stormwater Management Agreement. Site Improvement Performance Agreement A Site Improvement Performance Agreement is required. Findings of Fact -Conditional Use Permit The property is zoned LI, Light Industrial and allows for two (2) or buildings on the same lot with a conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed LTC campus expansion project is consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan as detailed in this staff report. 11 2. The proposed development application is compatible with present and future land uses of the area. The proposed LTC campus expansion project is compatible with present and future land uses. The subject site and adjacent parcels to the north, south and west are guided and zoned for industrial and commercial use. The parcels to the east are residential townhomes in the City of Hugo. The industrial building is setback 75 ft from the property line and includes a landscape buffer. The proposed LTC campus expansion project is consistent the industrial land uses. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site Plan Review has been completed and the proposed LTC campus expansion project meets zoning performance standards with conditions listed in staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and 12 the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The proposed LTC campus expansion project does not change the level of service on CSAH 14 (Main Street). The road is an A -Minor Arterial Connector Road and is capable of handling the additional traffic volume proposed by the project. 5. The proposed development shall be served with adequate and safe water supply. The proposed LTC campus expansion project will connect to an adequate and safe municipal water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed LTC campus expansion project will be served by an adequate and safe municipal sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed LTC campus expansion project is an allowed use within the LI, Light Industrial District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. 13 Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.120 (9) (f) must also be met: (g) Two (2) or more buildings on same lot provided such buildings relate to a permitted or conditional use that is operated as single business or enterprise Laborer's Training Center is creating a vocational training campus with the construction of the second building. The existing building is a permitted use and both buildings will be operated as a single business. RECOMMENDATION Staff recommends approval of the conditional use permit and site plan review for Laborer's Training Center Campus Expansion subject to the following conditions: 1. The easterly driveway to Victor Path is for weekly truck deliveries, weekly trash & recycling collection and emergency access only. Students, staff and general public access to the campus shall be via CSAH 14 (Main Street). 2. No open and outdoor storage is allowed unless approved by conditional use permit for such use. 3. A separate public drainage and utility easement shall be recorded over the stormwater pond, wetlands, conservation easement and wetland buffer. 4. A conservation easement and wetland buffer declaration shall be recorded over the wetland and buffer. 5. A Site Performance Agreement and securities are required. The following items shall be addressed prior issuance of a grading permit: 1. All comments from the City Engineer letter dated June 3, 2020 shall be addressed. 2. All comments from the Environmental Coordinator letter dated May 29, 2020 shall be addressed. 3. A RCWD permit is required. 4. A Site Improvement Performance Agreement shall be approved by City Council and executed. 5. A separate public drainage and utility easement extending 10 feet from the high water level (HWL) of the storm water ponds shall be drafted by the applicant and recorded over the stormwater ponds. 6. A separate recordable drainage and utility easement over the delineated wetland, conservation easement and wetland buffer shall be drafted by the applicant for City review and recorded. 14 The following items shall be addressed prior issuance of a building permit: 1. All Applicable Plan Sheets a. The area between the existing building and new building shall be hard surfaced. b. Wetland buffer area shall be revised per RCWD requirements. c. Trash enclosure location shall be shown. d. Plan sheets shall include signature. e. Driveway access within the City of Lino Lakes to Victor Path shall be constructed to accommodate emergency vehicles. f. A gate shall be installed along the easterly driveway at a location that would best deter students, staff and the general public from using this driveway. g. Signage shall be installed noting the easterly driveway is for truck delivery/emergency access only and not general public use. 2. Create New Wetland and Buffer Plan Sheet a. Wetland buffer area shall be revised per RCWD requirements. b. Wetland buffer monument sign locations shall be provided. c. City's wetland buffer sign detail shall be included. ATTACHMENTS 1. Site Location Map 2. Narrative 3. City Engineer letter dated June 3, 2020 4. Environmental Coordinator letter dated May 29, 2020 5. Civil Plan Set prepared by Barr Engineering Co. dated May 11, 2020 6. Architectural Plan Set prepared by Architecture Advantage dated May 11, 2020 7. Boundary Survey prepared by Sunde Land Surveying dated April 17, 2019 8. Street Vacation Exhibit prepared by Sunde Land Surveying dated May 7, 2020 15 N 00 CITY'f L U, Site Location Map W� .E ° '°°° 2.000 40Feet IN )L KEC .s. ARCHITECTURE _ AUVANIACit Project Narrative LABORER'S TRAINING CENTER 5-11-2020 Architecture Advantage and Barr Engineering Company are submitting this Site Plan Review Package on behalf of the Laborer's Training Center in Lino Lakes, Minnesota. The Laborer's Training Center (LTC) offers construction industry vocational training at their current Lino Lakes facility. They offer a range of classes and apprenticeship programs for construction laborers as well continuing education for union members who need to maintain their certifications. The LTC provides hands-on training in construction skills, environmental issues and construction safety procedures. The LTC has been at their current location since 1993 and they have grown their training program to such a degree that they have outgrown their current working/training bays, classrooms and storage spaces. In order to keep pace with this growth, the LTC Board of Directors has been actively planning for how they can expand their facility to serve all the trainees and union members that need to obtain training from this facility. Architecture Advantage has been assisting in this planning process over the last 2 to 3 years. A series of meetings have been held to develop a cohesive campus masterplan for the LTC that will guide their expansion needs over the next twenty to thirty years. Barr Engineering has been working with Architecture Advantage and the LTC over the last 1 '/2 years to update their wetland delineation plan and to prepare a full set of civil and landscape plans that will facilitate the construction of a new building that will house working bays for construction training, classrooms, offices and an auditorium. This new facility will be built in two phases. The second phase of building construction may not occur for some years, but the civil work will all be done upfront so that the site will be ready for a second phase of this proposed facility when the time comes. This new construction project is based on the idea that we are developing a campus type atmosphere to serve the needs of the LTC. Both phases of the new building have been designed to complement the existing building. The design of the new building is following the same forms and proportions of the existing sloped roof high bays and low flat roofed classroom & office spaces. The new building will use the same materials that occur on the existing building and the color pallet will match the colors on the existing building as well. This will help to give the LTC a cohesive, integrated campus feel to their facility. This project will incorporate a site restoration designed by Barr Engineering as well as a new expanded parking lot designed by Barr. The site will have a rebuilt entry/service road on the east side of the property and will have new tree and shrub plantings that will provide a good visual screen along the east side of the new building. www.architectureadvantage.com wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, WSB & Associates Diane Hankee, City Engineer, City of Lino Lakes Date: June 3, 2020 Re: Laborers Training Center CUP Plan Review — WSB Project No. 016201-000 WSB has reviewed the Conditional Use Permit Plans for the Laborers Training Center Site located at 2350 Main Street, Lino Lakes, MN, prepared by Barr Engineering. These comments are based on review of the following plan sets and documents: • Laborers Training Center Plan Set prepared by Barr Engineering dated May 11, 2020 • Stormwater Management Plan prepared by Barr Engineering dated May 2020. • Street Vacation Exhibit prepared by Sunde Land Surveying received May 11, 2020 • Laborers Training Center updated access road plans received May 26, 2020 Engineering • Erosion Control & Grading The Laborers Training Center plans include site grading for a new building pad, additional parking lot areas, an access road, and proposed storm water ponds. Comments: 1. Turn off the proposed improvements on the Existing Conditions, Removals, and Erosion Control Plan — South (G-05). 2. Please add drainage arrows to the grading plans to indicate the direction of surface flow. 3. How are the 919 contours tying into the existing site grading in the southwest corner of the parking lot? (C-03 - additional parking south of existing lot). 4. The SWPPP is being reviewed by the City of Lino Lakes Environmental Coordinator. • Stormwater Management The stormwater on the site flows to the south to an existing regulated wetland. After the proposed improvements, the surface water will flow through two new ponds. East Pond is located on the east side of the site, just south of the proposed building. East Pond will collect surface water from the access road and from the area between the existing building and the proposed building. West Pond is located on the west side of the site, just south of the existing paved parking area. West Pond will collect surface water from the existing parking lot and the proposed additional parking area. Both ponds will discharge to an existing wetland to the south. During the project, approximately 2.03 acres of new impervious surfaces including the building, parking lots, and access road will be constructed, 1.47 acres of existing impervious areas will be reconstructed, and a total area of 6.96 acres will be disturbed. Soil borings taken onsite indicate that the soils are stiff Sandy Lean Clay, classified as B/D or C/D. The water surface elevation of onsite wetlands indicate that the water table may be within 6' of the existing building finished floor elevation. Due to poor soils and a high groundwater table in the site, infiltration is not feasible. The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the storm sewer Ms. Katie Larsen 06/03/2020 Page 2 conveyance system and ponds. The site is designed to reduce site runoff rates for the 2-, 10-, and 100-year rainfall events. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year Pre -Development 7.50 9.57 16.06 Post -Development 7.43 9.56 13.88 Post -development stormwater discharge rates are less than the pre -development rates. Comments 1. Correct reference error on SWMP page 7 (page 11 of the pdf document). 2. Correct contour legend for proposed grading and utility sheet proposed contours. 3. Include Existing Pond D in the existing conditions HydroCAD model or provide basis as to its absence. 4. Include roof runoff discharge point and how it connects into proposed storm sewer. 5. Include wetland designation for the regulated Existing Wetland N, provide OHW, HWL, and bounce for it as well. 6. Provide storm sewer design calculations as well as inlet capacities assumed for CBs. 7. Confirm if there will be riprap placed at EX FES 3 and EX FES 12 to manage discharge rates into existing wetlands. • Water Supply There is existing 8-inch diameter ductile iron pipe (DIP) watermain along Main Street (CSAH 14/ CR 8) north of the site and existing 12-inch diameter DIP along Victor Path east of the site. The applicant is proposing to extend the existing 8-inch diameter DIP water service located on the west side of the property to serve the additional building. The watermain will extend through the proposed parking area and connect into the east side of the proposed building. Comments: 1. Loop watermain through site or provide documentation that the proposed watermain meets fire flow and pressure requirements. 2. Use City of Lino Lakes Standard Details for all hydrant assemblies and leads. 3. Staff recommends that applicant update the watermain layout so that no 90' bends are used where two 45' bends are feasible. 4. Applicant shall identify areas where insulation between the storm sewer crossings and the watermain will be needed on the watermain profiles. 5. The City's Deputy Director of Public Safety — Fire Division is reviewing the watermain and fire hydrant layout. 6. Please verify that the proposed water service is far enough from the building to safely perform maintenance and repairs to the pipe. The plans currently show 12-ft minimum separation between the proposed water service and the proposed building. • Sanitary Sewer There is existing 8-inch polyvinyl chloride (PVC) sanitary sewer along Main Street (CSAH 14) north of the site. The sanitary service for the existing building extends along the west side of the property. The applicant is proposing to extend the existing sanitary service located on the west side of the site to serve the additional building. The applicant is proposing to use 6-inch diameter PVC pipe that will extend through the proposed parking area and connect into the east side of the proposed building. Comments: Laborers Training Center Engineering Review Ms. Katie Larsen 06/03/2020 Page 3 1. Staff recommends revising sanitary sewer design so that there is at least 0.1' difference between inlet and outlet elevations at manholes. 2. Applicant shall identify areas where insulation between the storm sewer crossings and the sanitary sewer will be needed on the sanitary sewer profiles. 3. A Met Council SAC determination will be required for the proposed expansion. • Transportation and Paving Main Street (CSAH 14/ CR 8) is classified as an A Minor Arterial Collector and Victor Path is a shared local road and is partially located in Hugo and Lino Lakes. Per discussions between City Staff and the Barr Engineering design team, Laborers Training Center receives about one delivery truck each week and does not anticipate additional deliveries once the proposed building is constructed. They anticipate having up to 200 people taking classes each day, with the majority of classes being held in the evening. Attendance may increase at times but will likely not be more than 200 people at one time, excluding when special events are taking place. Laborers Training Center hosts three special events each year: one in the fall and two in late March. Nearly all traffic enters and leaves the site through the main entrance off of Main Street, not via the access road. The access road is proposed to be 22-ft wide from face -of -curb to face -of -curb and will match into the existing access road off of Victor Path, where the road width will narrow to avoid wetland impacts. In an email sent to City Staff, Dan L'Allier, Deputy Director of Public Safety — Fire, stated that the access road must be 22-ft wide near the building and must be able to support an aerial ladder truck of 85,000 lb. The access road will connect to the proposed parking area. The proposed parking area and the expansion of the existing parking lot areas create an additional 167 number of parking spaces. As proposed, there will be 330 parking spaces, 8 of which are handicap accessible. Comments 1. Staff recommends Anoka County review the changes in traffic and daily trips based on the proposed project. 2. Staff recommends that the design team coordinates with the City of Hugo regarding access to Victor Path. 3. Applicant shall verify that the access road design meets 10-ton design requirements in order to accommodate fire truck access. 4. Please update plans to show the proposed gravel area as being paved per 5/18/2020 email to city staff. • Wetlands and Mitigation Plan There are existing wetlands onsite. The existing wetlands are currently within Drainage & Utility easements. The City requires a 10-ft wide buffer from delineated wetland boundaries. Rice Creek Watershed District will review and may require that this area be in the Wetland Management Corridor (WMC). If that is the case, the City will evaluate if wider wetland buffers are needed. This may include a 25-ft wide buffer around non - incidental wetlands, with a 50-ft average width. Ponding areas may be included in the buffer. • Landscaping The Laborers Training Center plan shows restoring the disturbed area with seed and planting new trees along the parking lots and along the eastern property line. Comments: 1. Staff recommends that no trees are planted on top of storm sewer pipes or other utilities. 2. Applicant shall review if the tree on the east side of the north area parking lot expansion is blocking the proposed swale and curb cut. 3. Applicant to review the storm sewer and grading proposed along the east property line to see if the proposed improvements can be adjusted to preserve existing trees. 4. The City of Lino Lakes Environmental Coordinator is reviewing the landscaping. • Floodplain Laborers Training Center Engineering Review Ms. Katie Larsen 06/03/2020 Page 4 The site does not include any floodplain areas. • Drainage and Utility Easements There are existing easements over the wetlands and municipal water. Comments: 1. Applicant to show existing easements onsite, including easements over the wetlands and the easement over the watermain along the north property line. Staff anticipates that the applicant may need to vacate the easements over the wetlands and record new easements. 2. Proposed easement vacation shall be reduced by approximately 5-ft from the north end. • Site Performance Agreement A Site Performance Agreement will be required. • Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The applicant will be required to provide a Stormwater Maintenance Declaration. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction 3. Minnesota Pollution Control Agency Sanitary SewerExtension Permit 4. Minnesota Department of Health 5. Rice Creek Watershed Permit 6. Anoka County Right -of -Way Permit If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankeeCcDlinolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar(cDwsbeng.com. Laborers Training Center Engineering Review Environmental Memo To: Katie Larsen From: Andy Nelson Date: May 29, 2020 Re: Environmental Board Comments/ May 27t" 2020 / Laborers Training Center Environmental provided the following comments about the Laborers Training Center Conditional Use Permit at the May 27t", 2020 Environmental Board Meeting: 1. Trees in the proposed west pond will have to be surveyed and accounted for in the Tree Preservation and Mitigation Standards. Surface water detention ponds are not considered part of the basic use area, and thus are not exempt from surveys or mitigation standards. Clarification is needed on numbers of trees not in basic use area that are to be removed and thus potentially requiring mitigation. 2. Buffer and screen standards can be met on the eastern perimeter by planting a triangulated double row of coniferous trees that curves west to meet with the northeast edge of the east pond. It is recommended that two or three species suitable for the site conditions are alternated to make this screen more resistant to pests and pathogens than it would be if it were comprised of a single species. 3. Tree protection zones should extend 5ft. farther from the trunk than the dripline. Tree protection fence should be installed prior to any construction activities taking place on the site. 4. Install tree protection fence at the construction limits east of the East Pond to limit tree removals in that area. 5. Foundation plantings should be irrigated. 0 Page 1 6. Allow substitution of MnDot 25-131 and 6 inches of topsoil for 4 inches of topsoil with sod. 7. Wetland buffers need to be a minimum of 25 feet wide and an average of 50 feet wide. 8. Seed area that is the footprint of phase 2 building construction with MnDot 25- 131 to provide soil stabilization. • Page 2 LABORERS TRAINING CENTER CAMPUS EXPANSION 0 o 0 LABORERS TRAINING CENTER MAIN STREE ■■■t��PROJECT LOCATIONLINO LAKES, MIN. ANOKA COUNTY �rM171 rr STREET MINNESOTA COUNTY MAP CONTACTS: ENGINEER CONTACT: Michelle Kimble, PE Barr Engineering Co. 4300 MarketPointe Dr. Minneapolis, MN 55435 952-832-2724 mkimble@barr.Com OWNER'S REPRESENT CONTACT: Dean Mills Laborers Training Center 2350 Main Street Lino Lakes, MN 55038 651-653-6710 millsd@ltcmn.org PHELPS RD. GOPHER' STATE ONE Y CALL GOPHER STATE ONE CALL: CALL BEFORE YOU DIG. 1-800-252-1166 f • !> et r 77-7: LARERS TRAINING CENTER II ,Ii m � •r I II o I RESIDENTIAL li TOWN HOMESS I II PROPERTY LINE I ----- �� CITY LIMITS CITY OF CITY OF LINO LAKES i HUGO I 1 } %1� PLAN: PROJECT LOCATION O 0 200 400 SCALE IN FEET INDEX OF SHEETS G-01 .... TITLE SHEET, PROJECT LOCATION, AND SHEET INDEX G-02 .... STORM WATER POLLUTION PREVENTION PLAN - PAGE 1 G-03 .. STORM WATER POLLUTION PREVENTION PLAN - PAGE 2 G-04 .... EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN - NORTH G-05 .... EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN - SOUTH C-01 .... OVERALL SITE PLAN C-02 .... GRADING AND STORMWATER PLAN - EAST C-03 .... GRADING AND STORMWATER PLAN - WEST C-04 .... GRADING AND STORMWATER PLAN - NORTH C-05 .... STORM SEWER PLAN AND PROFILES C-06 .... POND SECTIONS AND DETAILS C-07 .... SANITARY AND WATER SERVICES PLAN C-08 .... SANITARY SEWER SERVICE PROFILE C-09 .... WATER SERVICE PROFILE C-10 .... PAVING PLAN C-11 .... ACCESS ROAD PROFILE D-01 .... EROSION CONTROL DETAILS D-02 .... UTILITY DETAILS D-03 .... UTILITY DETAILS D-04 .... PAVING DETAILS D-05 .... WATER AND SANITARY DETAILS D-06 .... WATER AND SANITARY DETAILS D-07 .... WATER AND SANITARY DETAILS R-00 .... RESTORATION COVER SHEET R-01 .... OVERALL RESTORATION PLAN R-02 .... RESTORATION PLAN EAST R-03 .. RESTORATION PLAN WEST R-04 .. RESTORATION PLAN NORTH R-05 .... PLANTING PLANS - NEW BUILDING R-06 .... RESTORATION DETAILS E-01 .... SITE ELECTRIC AND PHOTOMETRIC PLAN E-02 .... ELECTRIC DETAILS Al .... FLOOR PLAN A2 .... MEZZANINE PLAN A3 .... EXTERIOR ELEVATIONS S1 .... SHEET 1 SURVEY S2 .... SHEET 2 SURVEY GENERAL NOTES: 1. TOPOGRAPHIC SURVEY INFORMATION SHOWN IN THIS PLAN SET DATA FROM: SURVEY CONDUCTED BY SUNDE LAND SURVEYING IN APRIL 2019. 2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND ANOKA COUNTY, MINNESOTA, 2017. 3. HORIZONTAL DATUM AND COORDINATE SYSTEM: ANOKA COUNTY COORDINATES, NAD83 HARN, US SURVEY FEET. 4. VERTICAL DATUM: NAVD88. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION rt REPORT WASPREPAREDBYME "RUNDE""'RMYDIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL TATEOFMIUNDER THE LAWS OFTHE STATE OF MINNESOTA. ulrrvl BID Pmiec[Offce: BA RR ENGINEERING CO. BARR 4300 MARKETPOINTE DRIVE $Ulle 200 MINNEAPOLIS, MN 55435 Coryorale Heatlquarters: Ph-1-800632-227] Minneapolis, Minnesota Fax: (9521 32-2601 Ph:1800-632-2277 www.barr.com Jwle Date AS SHOWN 05/11/2020 TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN bHKK YKVJtV l N0. 23/02-1079.00 CONSTRUCTION PERMITTING 05/11120 DrawnLABORERS EPF CLIENT PROJECT No. #CHKDAT�E PRINTED NAME MICHELLE KIMBLE Checked MAK TITLE SHEET, PROJECT LOCATION, AND SHEET INDEX SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designetl BARR DWG. No. G-01 REV. No. A NO. BY REVISION DESCRIPTION DATE o5111120 LICENSE # 42012 DATE RELEASED Approved MAK i a o O SAWCUT AND REMOVE CONCRETE CURB AND GUTTER PROTECT EXISTING s LIGHTS AND SIGNS REMOVE LIGHT POLE 1 o I II o rn I ' REMOVE CATCH BASIN 15" MP I I---\ w w w 1\ I REMOVE 21 LF 12" RCP CONSTRUCTION LIMITS, TYPICAL 1 EXISTING CURB AND GUTTER, PROTECT ' PROTECT EXISTING CONCRETE CURB AND GUTTER SAWCUT AND REMOVE CONCRETE CURB AND GUTTER REMOVE AND DISPOSE OF CONCRETEAPRON REMOVE CATCH 7 BASFCASTIN / / INLET PROTECTION SEE j 01 I MAIN STREET r ROCK CONSTRUCTION ENTRANCE SEE \------_ 920 \ \ I S SAWCUT AND REMOVE CONCRETE \ 8 I CURB AND GUTTER SILT FENCE, TYP. \ \ ____ ____ ____ sI SEE 1 REMOVE LIGHT POLES (2) \ \ \ 4 % U\ \ II I S PROTECT EXISTING / WETLAND / J I SAWCUT AND REMOVE CONCRETE ` jl CURB AND GUTTER yy' REMOVE LIGHT POLE wC TREE PROTECTION FENCE, / TYP., SEE \ \ \ I I 1\ 1 SAWCUT AND REMOVE CONCRETE /� _ WALKWAY TO NEAREST JOINT � PROTECT EXISTING TREES, \ \1 O TYP. PROTECT EXISTING \ * 18-,M WALLSTRUCTURE \ 2-u'�m, EXISTING CURB AND GUTTER, �� p NOT TO BE REMOVED \\m \ \\\\ I l i 20 "W A "�� o ' 1 \ y / LABORER'S \ �� \ I P� �s( ,CONSTRUCTION TRAINING\LIMITS,NPICAL CENTER �ti° REMOVEV BITUMINOUS \�� PLI 1 > 1 91 SAWCUTANDREMOVE 1 ,I • - - • ®®.� 1 �I1 I�1�.�1 III III. w' puiu5u5ii iWOu�i V ��i�y�� SAWCUT•REMOVE• -c•- ®•i� • 1 k 4.�,I® 1 I vv I 91 1 �4 / 4 b I / 1 / A �, REMOVE 48 LF SAWC REMOVE 18" RCP CONCRETE LIGHT POLE � / NEAREST JOINT INLET PROTECTION _ i / / N; 'o? SEE ,2 I \—_------- /s s 'c Nx U /,II/, SIG IG IG (✓ 4" L _ ��ii 1 , i --- ®— �� , 'I z zllz I it REMOVE FLARED /' / O REMOVE CURB / ��� END SECTION M PINE // REMOVE EXISTING REMOVE AND GUTTER I / GRAVEL CONCRETE „ AND STORAGE \ Z / I Z -ASH I I ', 8"PIKE // CONTAINERS. \\ '/, '/, '/. '/, I'/, CLEAR AND GRUB 1/ / COORDINATE AT EXIST. POND III ASH /, / ,5" INE / / WITH OWNER \ I , / /"PINE v %I% — I -REMOVE EXISTING LIGHT POLE g L \� , un/ /j / / EASEMENT LIMITS CLEAR AND GRUB � ^PINE o AREA (APPROX.) f6 " 6"ASH V %I%II REMOVE CONCRETE SILT FENCE, SEE �„Se-2 I N z zll� zlz REMOVE 45 LF 12" RCP I CLEAR AND GRUB X —� REMOVE 67 LF 12"RCP�w,.\\� I AREA (APPROX.) —�II� / SB-4\ I — \ \ �/ / / 'XI / \ ,PROTECT EXISTING TREES, TYP. % GIGI iJ/'I GIG __-9/6 ZIBGI 918 REMOVE FLARED REMOVE EXISTING END SECTION p I I, zzzzzzzzzzz is' zzzzz ziilzlz l \ y � � � FLARED END SECTION \ I I �% \ PROTECT EXISTING I \ 1 '/. Z '/, '/. '/, '/. '/. '/, '/, % '/. %� �'/, '/, '/, '/. '/,�: y TREES, TYP. 6 \ O TheBiiiiiii m +� D01 \ \ SB-3 \ iilliti 1 - TREE PROTECTION _ 6 /REMOVE FLARED �� 1 \ \\ \ \\ O 11 FENCE, TYP., SEE D-01 , / / / /�/ END SECTION / >>\ PROTECT EXISTING \ \\ \. \ - ✓.1L_'L_%LL_;! - WETLAND \ \ \ - ----. MATCH LINE-SHEETG-O5 -- - ------------ - �_� �`__ —__� _ a — L � ' zzizzzzzzzzzz/zzzJ'zzl z \ i�� 1 zlzl�iz�ri, 11 1 PLAN: EXISTING CONDITIONS, REMOVAL, AND EROSION CONTROL - NORTH 0 40 80 O SCALE N FEET LEGEND 920 EXISTING 10' CONTOUR - — — -918- — — - EXISTING 2' CONTOUR ss ss EXISTING STORM SEWER EXISTING SANITARY SEWER �s �s EXISTING GAS LINE w w EXISTING WATER MAIN ^^ w* EXISTING WETLAND of of EXISTING OVERHEAD ELECTRIC E E EXISTING UNDERGROUND ELECTRIC EXISTING BURIED CABLE LINE EXISTING TREE TO PROTECT EXISTING TREE FOR REMOVAL EXISTING SHRUB TO PROTECT EXISTING SHRUB FOR REMOVAL ------- PROPERTY LINE — — — CONSTRUCTION LIMITS 0 SILT FENCE TREE PROTECTION FENCE x ( SEE DETAIL 6/D-01 ) CONSTRUCTION ENTRANCE EXISTING BITUMINOUS, MILL TO FULL PAVEMENT THICKNESS CLEARING AND GRUBBING LIMITS, APPROX. SB-1 APPROXIMATE SOIL BORING LOCATIONS EROSION & SEDIMENT CONTROL NOTES: 1. INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES. 2. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TO COMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCH OR GREATER DIAMETER ROCK IN A LAVER AT LEAST 6 INCHES THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. 3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES. 4. INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVE RUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, OR REPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THE DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED IN AND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAY BALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION. 5. LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 7. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE UNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETED WITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, NON -BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINAL STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70 % ESTABLISHED COVER OVER DENUDED AREA. 8. CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALL PROPOSED ALTERNATE TYPE DEVICES. 9. IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANY WATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS IS TURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OF SEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURES SUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TO PREVENT SCOUR EROSION. 10. INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT IN ACCORDANCE WITH DESIGN DRAWING SHEETS D-01, R-01, R-02, R-03, R-04, R-05, AND R-06. 11. BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-04 FOR TREE REPLACEMENT REQUIREMENTS. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 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. CLIENT BPmj.dof'. ARB ENGINEERING CO. BARR 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435 Coryospo,Headquarters: Ph:1-800-632-2277 Minneapolis, Minnesota Fax: (952)832-2601 Ph:1-800-632-2277 wwwbarr.com S.I. ASSHOWN TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN BARR PROJECT No. 23/02-1079.00 BID Date OS/11/2020 CONSTRUCTION PERMITTING 05/11120 — DrawnLABORERS EPF CLIENT PROJECT No. PRINTED NAME MICHELLE KIMBLE Checked MAK EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN -NORTH SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designed BARR DWG. No. G-04 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o51111202D LICENSE a 42012 DATE RELEASED Approved MAK i n 0 0 y 0 I LEGEND PROTEQEXISTINGJREESK / / //// -c-�MATCHLINESHTG-04920 y EXISTING 10' CONTOURp 'REMOVE 10 LF 12" RCP -918- — — - EXISTING 2' CONTOUR REMOVE 28 LF 12" RCP zzzii............� z �\ I` \ \ Xt EXISTING STORM SEWER y� I \ \ \ REMOVE EXISTING I I It YL4, I I 1, sA" sA" EXISTING SANITARY SEWER \\ FLARED EXISTING GAS LINE iiizzzzzzz' zz\z zzzzzzzzzza/'I 1 zlzr REMOVE 48" DIA. OUTLET z i z z z z z z z z z z STRUCTURE z z z \ / z z z z z zlz r w r{ � �`'' 1 I EXISTING WATER MAIN �✓�� V % % v n1/// %I%I �I <x EXISTING WETLAND - - SILT FENCE (TYP.) I \ I \ ° SEE °E °E EXISTING OVERHEAD ELECTRIC 1 I : I p01 EXISTING UNDERGROUND ELECTRIC SILT FENCE (TYP.)\\ I ,„ SEE 1 \\ REMOVE 48" D1 .OUTLET _ _ _ —"z „ — )` I\ / �'ZII I I — `""� `""� EXISTING BURIED CABLE LINE \++r \ STRUCTURE \ \ I" EXISTING TREE TO PROTECT C REMp' OVE 20 LF 12" RCP \ I I I I I CLEARING AND \ CLEARING AND m1 tO v " EXISTING TREE FOR REMOVAL GRUBBING AREA GRUBBING AREA \ 1 \ I \ .� — — — — — — (APPROX.) _ _ _ _ _ — _ _ i / A(APPROX.) \\ A 1 1 I I I '� I I I\ L �} EXISTING SHRUB TO PROTECT g16,---__--- / �// A \ 1I I ' — _ _ _ _ _ — — / �/ EXISTING SHRUB FOR REMOVAL ,-914 _ ------ / \\III �/ I II I I I _ _ PROPERTY LINE CONSTRUCTION LIMITS -=----- I `--------// I 1I I I I „I SILT FENCE TREE PROTECTION FENCE EXISTING EASEMENT LIMITS / Ig I i I I I I I ( SEE DETAIL 1/R-00 ) \ / CONSTRUCTION ENTRANCE FULLTING PAVEME PAVEMENT THICKNESS EILL SSTO u" I l I I / CLEARING AND GRUBBING LIMITS, EXISTING GRASS TRAIL APPROX. /II PROTECT EXISTING WETLAND / 11 APPROXIMATE SOIL SB-1 BORING LOCATIONS II II 11 11 \V \l / /r /r I I ( III III EROSION & SEDIMENT CONTROL NOTES: 1. INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO I 1 \ I II 111 I I III THE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES. 2. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TO COMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCH OR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENT MIGRATION OF SOIL INTO i / \\ / / �1 \ I I THE ROCK FROM BELOW. 3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES. 4. INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVE RUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, OR REPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THE DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED IN AND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAY BALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION. LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND \ SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 7. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE UNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETED WITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, ----------------------- __ I I NON -BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS i --- -- 1 I UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINAL STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70 % ESTABLISHED COVER OVER DENUDED AREA. I \ 8. CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALL I� of/I PROPOSED ALTERNATE TYPE DEVICES. ce 9. IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR _ _ '" .,rr-----L.--+rr, °E - N OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANY WATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS IS TURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OF SEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURES SUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TO PREVENT SCOUR EROSION. 1 PLAN: EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL- SOUTH 10. INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT IN ACCORDANCE WITH DESIGN DRAWING SHEETS R-01, R-02, AND R-03. 0 40 80 O 11. BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-04 FOR TREE SCALE IN FEET REPLACEMENT REQUIREMENTS. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION I HEREBYREPORT CERTIFYTHATTHIS PLAN, SPECIFICATION, OR CLIENT Pmlec[ Office: Style ASSHOWN BARB PROJECT N0. REPORT WAS PREPARE DBVMEORUNDERMVDIRECT BID Date LTC CAMPUS EXPANSION SUPERVISION AND THAT AM A DULY LICENSED BARB ENGINEERING CO. OS/11/2020 23/02-1079.00 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION — BARR 4300 MARKETPOINTE DRIVE DrawnLABORERS TRAINING CENTER LINO LAKES, MN STATE OF MINNESOTA. EPF CLIENT PROJECT No. PERMITTING 05/11120 $UIIB 200 PRINTED NAME MICHELLE KIMBLE — — — — — — — — MINNEAPOLIS, MN 55435 Checked MAK LINO LAKES, MN Coryorale Headquarters: Designetl EXISTING CONDITIONS, REMOVALS, AND A B C 0 1 2 3 Ph:1-B00832-22]] BARR DWG. No. REV. No. SIGNATURE RELEASED Minneapolis, Minnesota Fax: (952)832-2801 NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o511y2020 LICENSE # 42012 TO/FOR DATE RELEASED Ph:1-800-632-22]] www.barr.com Approved MAK EROSION CONTROL PLAN -SOUTH G-05 A /�_ �, \ — —_ — as as—aa—aa ae—�_—asys=——r— ,s —sii -- --- --- _ ---- --- ------------ — -- _ /-------- ------ —/ — �� _ _ — — _ — —!. — _ — — /l 1 wr—w• ---�-- /` oPs/ / \ //// — >r-_.,y.—• 91fi-_ » — — »= "T—wr_w,_,n_ ----_ — Y-c — -- ------ ----- —--91, 922920 F.F.E. = 920'_U" �F.F.E. = 920'_0" vE=906.5 04/03/2019 i - I EX. 12" FES I(INV 910.0) � A J W !2 I A _— 919 D PATTERN LEGEND0— > 'SYMBOLAN 19 750 EX 10' CONTOUR __ EX 2'CONTOUR I i / s2o — I / _ _ / �• — 752 — I I �� as—ss EX STORM SEWER a�—e�N— EX SANITARY SEWER GENERAL NOTES: EX GAS LINE 1. SEE SHEETS G-04 AND G-05 FOR w — w EX WATER MAIN TEMPORARY EROSION CONTROL Ex WETLAND i/ AND TREE PROTECTION MEASURES. of — of I I / / EX OVERHEAD ELECTRIC 09 2. SEE SHEET C-07 FOR SANITARY UE — uE W 1 s / 3 1 / ' ?S• \ 1 AND WATER PLAN. EX UNDERGROUND ELECTRIC I � ' I I / ® EXISTING BUILDING I I / / / 3. SEE SHEET E-01 FOR LIGHTING EX BURIED CABLE LINE I� (INV'9'13ES f�IM �� ,r "r'O PLAN. F.F.E.=919'-0„ I 4. SEE SHEET C-10 FOR PAVING PLAN. I \ \ R 5. SEE SHEETS R-00 THROUGH R-05 Ex TREE 2 I FOR RESTORATION PLANS. EX PROPERTY BOUNDARY 1 i------- / I I I d I z �I � I� III � � � � I - �� I�1� �� �.� -- \ I � � � J CONSTRUCTION LIMITS �•� PROP 1' CONTOUR ' I I 1 I �w• I I I k/ — PROP STORM SEWER PROP CONCRETE WEST pPONn D PROP BITUMINOUS II I III /I PROP GRAVEL i 111A N\I S 20 No w m m 1 1 1 A V\ \ �45'o 0� 1 co --912---------- — 11 � I AV A t I>' I A\ -_ _ -- _:—`916'=—__ _ _ o 3 I I I 42.7g/ / I I q 1 s �"s a� HHas� `�4�a � � H � i _ / 91 / 11 a ,� a"a H m — ---- 6--- 1 A k _—__—__—__—__--- �---�-- \ +`- ___-__—__---�--------------- — or — of ISSUED FOR PERMITTING 1 PLAN: SITE o 40 60 I- 1 1 8 1 O NOT FOR CONSTRUCTION SCALE IN FEET HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Pmlec[Office: Style ASSHOWN BARB PROJECT NO. REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR — Mina of H, Mine ,t a: Minneapolis, Minnesota Ph: 1-800-632-2211 BARB ENGINEERING CO. 4300 MARKETPOINTE DRIVE $UIIB 200 MINNEAPOLIS, MN 55435 Ph: i-800-632-2277 Fax: (952)832-2801 wwwbarr.com LABORERS TRAINING CENTER, LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKESMN 23/02- 1 079.00 BID Date OS/11/2020 CONSTRUCTION PERMITTING 05/11120 — Drawn EPF CLIENT PROJECT No. PRINTED NAME MICHELLE KIMBLE — — — — — — — Checked MAK SITE PLAN SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designed BARR DWG. No. 06 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE osrl vzozo ucBNBEm 42012 DATE RELEASED Approved MAK e PROPERTY LINE % �I VICTOR PATH J�m' ss�\-0a—ss 7,77 -------�-- -- -- - _ --�st - - _------------------------_ ----_— — — — --�----------- -- ss w/ ---- _-------- - -- — — — — — ---_� - / - - M M� _ — ------------- giB PROPOSED BUILDING PROPOSED BUILDING �Z F.F.E. — 920' 0" F.F.E. 920' 0" ��� i O { I 6, a a I / / i W ✓ �� II �/ A / A 1FI u11 � Wr EXISTING BUILDING F.F.E. = 919'_0" I I / / OF mLj j CONSTRUCTION LIMITS L _ ��tvvI --- WEST POND s 91a co 3 914 '\I III N ` �-- PROPERTY LINE O �I PLAN: SITE OVERVIEW O ISSUED FOR PERMITTING III o 50 100 NOT FOR CONSTRUCTION SCALE IN FEET HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT - - - - - - - Prolec[Offce: Style AS SHOWN BARR PROJECT No. REPORTWASPREPARED BYTHAT MEOR UNDER EN DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR - Coryorale Headquarters: Minneapolis, Minnesota Ph: 1_800-632-22]] BARB ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435 Ph: 1-BOD-832-22]] wwwbarrrrcom 2801 LINO LAKES, MN LTC CAMPUS EXPANSION LAKES, MN 23/02- 1 079.00 BID Date OS/11/2020 CONSTRUCTION PERMITTING 05/11120 - - - - - - - - DrawnLABORERSTRAININGCENTERINO FEBPEB CLIENT PROJECT No. PRINTED NAME MICHELLE KIMBLE Checked MAK SITE OVERVIEW, FULL PROPERTY SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designetl BARR DWG. No. G-07 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o511112020 LICENSE a 42012 DATE RELEASED Approved MAK - .! 1 ✓. !yin ;.'. ;yri3.,•.-; - .. -. ... s' ,, ........ x Ip_,_ PROPERTY LINEik- - ss _s • VICTOR PATH 7— 916 — / -' —916 — />�>;�»_ ---------------- 771 o� _ 920- O PROPOSED BUILDING PROPOSED BUILDING z F.F.E. = 920,_0„ F.F.E. = 920'-0„ �� i es� �w.o �b lz U) o ;���•� N i LLJ ��l n h j" — � I � EXISTING BUILDING / /�'� / /, 2S• II I A "p F.F.E.=919,_0„ - II' OFFS��9,y0A Illl ®--- � O L - - \ CONSTRUCTION LIMITS I I �„ �WEST POND i - e 918 i -912- \ 914- I I I I"m I -II IIICII -III sI-III ;II -914----- I PROPERTY LINE s � O - 1 PLAN: SITE OVERVIEW O ISSUED FOR PERMITTING o so 10o NOT FOR CONSTRUCTION -" SCALE IN FEET HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRE CT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL TATEOFMITHELAWS OFTHE STATE ENGINEER MINNE UNDER TH CLIENT BARR — C.momteHeadquarters: Minneapolis, Minnesota Ph:1_800-632-2211 Prolect Office: BARB ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435 Ph:1-800-632-22]1 Fax: (952)832-2601 www.barr.com Scale AS SHOWN TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN BARB PROJECT NO. 23/02-1079.00 BID Date OS/11/2020 CONSTRUCTION PERMITTING 05/11120 — — — — — — — — DrawnLABORERS PEB CLIENT PROJECT No. PRINTED NAME MICHELLE KIMBLE Checked MAK SITE OVERVIEW WITH AERIAL IMAGE SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designed BARR DWG. No. G-O8 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o5/111202D LICENSE a 42012 DATE RELEASED Approved MAK IN MITIGATION FOR DBH PROPOSED RATE UNSURVEYED TREES(APPROX. LOCATION), UID REMOVAL (IN.) COMMON NAME SCIENTIFIC NAME BASIC USE (REMOVALS COMMENTS i> CONSTRUCTION TYP., FOR REMOVAL, ARE NON -NUMBERED ARM ONLY) ENTRANCE R-001.D % 11 GREEN ASH FRAXINUS SPP. % EXEMPT NO MITIGATION: UNDESIRABLE 1- -� \ - \ R-002.D % 18 GREEN ASH FRAXINUS SPP. % EXEMPT NO MITIGATION: UNDESIRABLE - Z L � - - - - - __ R-003.D % 38 GREEN ASH FRAXINUS SPP. % EXEMPT NO MITIGATION: UNDESIRABLE / -/ �'/�// --- o --- ---' -- -- _-------_---_ _ _-__- 004.D 12 CRABAPPLE MALUS SPP. _ - - -_-_- - -_-_-_ - - - - -_-_- - OOS.D 12 CRABAPPLE MALUS SPP. -�� ---�wr-nT-- --- __ car-= - - - _ - _ _ �w'�wr��p g _N �°°r- = R-006.D % 15 MAPLE ACERSPP. % 1.1 NO MITIGATION, ACTIVE USE AREA J / ----_- - -- ------------- - -_- --- _ --- - 00].D 11 GREEN ASH FRAXINUS SPP. UNDESIRABLE - - - - - _ - - - - - - - - _ - - - - 9 9!B - - - - - - - _ - - 008.D 11 GREEN ASH FRAXINUS SPP. UNDESIRABLE ------ --- 9-------_ -- 7>---------------- _--- _ -_ - - 9 - - - - - - - - - - - - - - - - _ = - - - _ - - - Ten / j .. / � R-009.D % 11 GREEN ASH FRAXINUS SPP. EXEMPT NO MITIGATION: UNDESIRABLE ���� lam-��///_---\ 97d ' 91A- ---- ----- - - - - - ----97 - -- 010.1) 7 MAPLE ACERSPP. /ll �- 011.D 7 MAPLE ACERSPP. 063.E/ / / 919 919 _ - - - _ _ - _ - _ �.� R- 2.D i _--------- _ 012.D ] MAPLE ACERSPP. II NOTES: r i /// / -- - - --_--- _ - Jam'/ �__--� I \ 1 T 061E 1//,sJ/ _ / / / - _ - _ 013.E 8 SPRUCE PICEA SPP. \ 11T 060E /_ // --- _ / //�� -- - 1. CONSTRUCTION STAGING SHALL BE STRICTLY , /�/ � - - -\` / / //� // 014.D ] MAPLE ACERSPP. \ CONDUCTED IN BASIC USE AREA; LOCATION AS 058E / -/ / / - - - - - - - / _ / COORDINATED WITH THE OWNER. R415.D % 6 MAPLE ACERSPP. % 3:1 1 / 2. PROVIDE CONSTRUCTION ENTRANCES PER DTL 4ID-01. 058.E jl/ / / / / ' ' / / / R4I6.D % 4 MAPLE ACERSPP. % EXEMPT NO MITIGATION: <6" DBH }I-E 3. PROVIDE TREE PROTECTION FENCE PER DTL 6/0-01. ,L� / m, / / / / / \ _ I R-017.D % 8 GREEN ASH FRAXINUS SPP. % EXEMPT NO MITIGATION: UNDESIRABLE 4. COORDINATE TREE CLEARING IN CONJUNCTION WITH 057.E -�'/ / / / PROPOSED /_ / \ y N Cy. EROSION AND SEDIMENT CONTROL PLAN AND THE / / C)' �l pI R-018.D % 8 GREEN ASH FRAXINUS SPP. % EXEMPT NO MITIGATION: UNDESIRABLE PROJECT SWPPP. - I NROJECT RARY ACCESS ROUTES SHALL BE ALLOWED 056.E / / (// PROPOSED BUILDING = ROPosE I I 1 I ( 4 R-019.D % 8 MAPLE A[ER SPP. % 3:1 NO MITIGATION, ACTIVE USE AREA ✓I IN THE DESIGNATED ROOT PROTECTION ZONE (RPZ)AS Ili ` (/ BUILDING (PHASE 1) (PHASE 2) I I I I R-020.E % 12 PINE PINUSSPP. % 3:1 NO MITIGATION, ACTIVE USE AREA j SHOWN ON THE PLANS. 055�E/ F.F.E.=920.0' EAST I I I 6. FELL ALL TREES AWAY FROM THE TREES TO REMAIN, 53.E 054.E / F,F. E.=92O.0' / POND I 11 I CLEARING R-021.D % 4 MAPLE ACERSPP. % EXEMPT NO MITIGATION:<6"DBH `A\E TYRPROTECTALL TREES TO REMAIN DURING O52.D // / / I I / I 1 1 AND R-022.D % 6 MAPLE ACERSPP. % 1.1 NO MITIGATION, ACTIVE USE AREA T\ CLEARING OPERATIONS. ) \ / / I 1 1 GRUBBING R-023.E % 8 PINE PINUSSPP. % 1.1 NO MITIGATION, ACTIVE USE AREA ]. ANYADDI CINAL TREES DAMAGED OR KILLED DURING 051.E REMOVAL OPERATIONS SHALL BE REPLACED BY R-050.E - - - \ ( / I 1 AREA, TYP. R-024.E % 6 PINE PINUSSPP. % 1.1 NO MITIGATION, ACTIVE USE AREA I ( I I CONTRACTOR TO THE SATISFACTION OFCITY OF LINO 041D 049.E\ ,. - I _ I 1 R-025.E X S PINE PINUSSPP. X 1.1 NO MITIGATION, ACTIVE USE AREA 1 I T LAKES CITY FORESTER AND AT NO ADDITIONAL F>"'Pi ) / ! I / I / / \ PROPOSED 1 T EXPENSE TO OWNER. - -.\-/ R-026.E X S PINE PINUSSPP. X 1.1 NO MITIGATION, ACTIVE USE AREA 1 I / 046.E L TEPOND NWL, / I 8. LOCATE ALL UTILITIES IN TREE CLEARING AREAS }. / 1 TYp. R-027.D X 6 GREEN ASH FRAXINUS SPP. X EXEMPT NO MITIGATION: UNDESIRABLE I 1 I I PRIOR TO COMMENCING OPERATIONS. /k / \ / / ( / / J \ \ I 1 I T 9. COMPLY WITH ALL PROVISIONS OF CITY OF LINO LAKES 044.E R-045.E \ g08 / / I \ \ 028.D 24 MAPLE ACERSPP. 1 1 1 I I CO DE AND LANDSCAPE GUIDELINES AND TECHNICALi'0009 ) \ 029.D 18 MAPLE ACERSPP. I REQUIREMENTS IN CONSTRUCTION, REVIEW, AND \ 910 / / I \ 1 1 I V NOTIFICATION AND COORDINATION WITH CITY 043.E _ I / / / 911 / / I \ R-030.E % ] PINT PINUSSPP. % 3:3 NO MITIGATION, ACTIVE USE AREA 1 1 I I REPRESENTATIVE(S). \ 919 912 / / I 031.D 6 GREEN ASH FRAXINUS SPP. UNDESIRABLE 1 \ I L 10. AP PROXIMATELY 61 TOTAL TREES WERE NOT -042.E / �� \ / / 9�A / / 032.D 24 MAPLE ACERSPP. T SURVEYED BUT ARE MARKED FOR DEMOLITION. THESE / TREES SHALL BE VERIFIED FOR EXEMPTION OR �� I _920 \ \ I / // 91CJ� 033.E 6 PINE PINUSSPP. 1 / MITIGATION STATUS, AS MANY ARE LIKELY TO BE ) / / / \ �\ DESIGNATED UNDESIRABLE SPECIES PER CITY OF LINO 040.E' / ,lx 034.E 16 PINE PINUSSPP. \ I T LAKES LISTING. � / I 919 / / / i' 035.E 11 PINE PINUSSPP. \ \ L It TOTALTREES FOR REMOVAL AND MITIGATION: / i / \ 036.E 11 PINE PINUSSPP. \ / I -124 EXISTING TREES REMOVED IT UNDESIRABLE) f = 1 \ / i _ _ I / / \ \ 1 / T -3 SURVEYED TREES REQUIRED FOR MITIGATION -i' 037.E 11 PINE PINUSSPP. \ I -112 NEW TREES PROPOSED (102 LG., 10 MED.), SEE / 1 \ / / / 1 / / / I 038.D ] MAPLE ACERSPP. \ I I RESTORATION PLANS / I ro \ / 'rs / \ / 1 EXISTING WETLAND A / / / / I I 039.0 9 MAPLE ACERSPP. BOUNDARY, TO PROTECT, A� -/� / / / ) I I I I IV 040.E 12 SPRUCE PICEA SPP. TYP. p` // / / I I I I I \\\ 041.E 6 SPRUCE PICEA SPP. SILT FENCE, TYP. / / / / I I I I I 1 / R-042.E % 11 PINE PINUSSPP. % 3.1 MITIGATION REQUIRED /i� / // I I 1 043.E 11 PINE PINUSSPP. 039.D� � //I ��/ / // 1 I I I 1 1 044.E 11 PINE PINUSSPP. / / R-030.E 031.D''r/ y / ) 1 \ \ I 1 / R-045.E % 11 PINE PINUSSPP. % 1.1 MITIGATION REQUIRED 03&D / 046.E 30 PINE PINUSSPP. (n I I / I I / EXISTING BUILDING / (! ; ^6, \/ / 1 \ I / 047.E 14 PINE PINUSSPP. 09 I / I I I(/ R-026.E 9 / A �r.A A V 1, yy I F.F.E. - 919.0' ' \ 048.E 12 PINE PINUSSPP. Q I I / I / I. - / fVt / / / CONSTRUCTION 1/ / 029'.D) / / �' / LIMITS, TYP. / 049.E 12 PINE PINUSSPP. R-02 D 028.D) / : rn R-OSO.E % 12 PINT PINUSSPP. % 1:3 MITIGATION REQUIRED `y 051.E 2 PINE PINUSSPP. R-UL4.EE - .E // 03�E / / I, I I I 052.D 21 DECIDUOUSTREE Z I / / -02 .E_ _- `\ L GRADING 053.E 12 PINE PINUSSPP. )\ I I LIMITS/LIMIT OF I 054.E 10 SPRUCE PICEA SPP. \\ DISTURBANCE, I / 055.E 12 PINE PINUSSPP. 11 / / / A / 035. TYP. O 1 I / / I I L_ 010.) //-R- .D 03 �D`�' / A \ I I / / U I 013.E \ I u^ I 056.E 14 PINE PINUSSPP. 057.E 14 PINE PINUSSPP. / 058.E 12 PINE PINUSSPP. < J I \ vvvwwwttt \ I / / 1 I UNSURVEYED TREES 059.E 12 PINE PINUSSPP. I I p 3 1 I 011.) V ! �/1 1Q9�9 1 I I (APPROX. LOCATION), 060.E 12 PINE PINUSSPP. '033.E j3 1291�9' / 1 I I R-001.D I \ 0 S.D R- 21.D - 1A 91i9 1 TYP., FOR REMOVAL, 061.E 12 PINE PINUSSPP. I� A l 9� PROPOSED 1 ARE NON -NUMBERED R-002.D \ D I i I \ \ /�91�%''' WESTPOND R-062.D % 21 MAPLE ACERSPP. % 2:3 NO MITIGATION, ACTIVE USE AREA 1 11 I / / I / \ I \ \ I m /' / \ \ 063.E 7 PINE PINUSSPP. 1 11 \ IT I \ R-003.D 012.D I I 10 -1 I / 00 VAv / _ I RA20.EINCHES IN SURVEYED SITE AREA (A TREES) 221 TOTAL REMOVAL DBH INCHES BEFORE EXCLUSIONS FOR UNDESIRABLE OR NO MITIGATION STATUS (23 TREES) -01 .D _ R- 1 - / - \ \\ - I I I / I I I I I /( -88 TOTAL REMOVAL DBH INCHES NOT INCLUDED IN SUBTOTAL (UNDESIRABLE OR DBH <6") 014. \ -018. R-019.D I I I \ 1 I I I /\ II -99 TOTAL REMOVAL DBH INCHES NOT INCLUDED IN SUBTOTAL (EXEMPT, IN ACTIVE USE AREA) CONSTRUCTION / I \ \ \ I 1 \ ) I 1 1 1 \ I 34 SUBTOTAL REMOVAL DBH INCHES FOR MITIGATION ENTRANCE \ \ \ - - _ - _ _ \ - I \ 1 \ 1 1 1 1` I \ \ 3 TOTAL TREES REQUIRED TO SATISFY MITIGATION REQUIREMENTS (SEE SITE RESTORATION PLAN SHEETS) �� Jm$C I \ PROPOSED A I iD m��Dismm �� POND NWL, / (\ t° i4 A / v TYP. Iv SYMBOL AND PATTERN LEGEND -475%- EXISTING 5' CONTOUR --- LIMIT OF DISTURBANCE Av -4754- EXISTING 1' CONTOUR - - CONSTRUCTION LIMITS X I I I I\ I\I \� \ �`'_-�^ 750 PROPOSED 5' CONTOUR O SILT FENCE CLEARING AND I I 1 1 I l v-�,-w'- 1 GRUBBING AREA, � I I 1 I � ` � \ � = PROPOSED I'CONTOUR EXISTING WETLAND 1 / \ I 1 \ - PROPERTY BOUNDARY PROPOSED PAVING 1 1 1 1 1 I PAVEMENT TREES ON ADJACENT / TYP. I I \ 1 1 I I / / EVERGREEN TREE, TO REMAIN PROPOSED POND NWL EXPANSION PROPERTY, TYP., TO // I A V I / A V ----- II GRADING PROTECT / I I / / / DECIDUOUS TREE, TO REMAIN /////////////// EXISTING BUILDING /LIMITS �' I / / - -" EVERGREEN TREE, REMOVE PROPOSED BUILDING DECIDUOUS TREE, REMOVE CLEARING AND -� - - - - - = I - -- -- -- DRIP LINE (AT 171" DBH) GRUBBING LIMITS \ •��F I _ \ /\' / � - / -� --�- - - - - - - --a007�Dd .00S�D� - � - - - - - x - x - TREE PROTECTION FENCE BASIC USE AREA A(\(ROOT PROTECTION ZONE ---'-\ �n.1� 0 DO o0 CONSTRUCTION ENTRANCE 1 PLAN: TREE PRESERVATION PLAN ISSUED FOR PERMITTING 0 40 80 O NOT FOR CONSTRUCTION II z SCALE IN FEET I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Project Office. Scale ASSHOWN BARR PROJECT NO. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL TATEOFMIUNDERTHELAWS OFTHE TH STATE ENGINEER BID BARR ENGINEERING CO. BARR 4300MARKETPOINTEDRIVE $UIIB 200 MINNEAPOLIS, MN 55435 Coryorale Headquarters: Ph:1-800-632-2277 Minneapolis, Minnesota Fax: (952)832-2601 Ph: 1-800-632-2277 wwwbarr.com Dale 05/11/2020 TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN 23/02-1079.00 CONSTRUCTION PERMITTING 05/11120 DrawnLABORERS AMW CLIENT PROJECT No. PRINTED NAME ANDREA M. WEDUL Checked MAK TREE PRESERVATION PLAN SIGNATURE RELEASED TO/FOR A B C o 1 2 3 Designed BARR DWG. No. -09 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o5/1112020 LICENSE a 52234 DATE RELEASED Approved MAK 2 / $ 1 SS C-11 \ _ - - _ - PROPERTY LINE (TYP.) / s ss SS SS S5 �� -� SS SS ss j ss ss sS SS -SS ems, -Ss� SS ss SS/ SS SS SS1 �s� ss SS ST-04 - 9917 48" CB (CB-12)- -- - - - G _ C914- % INV=913.59 \ \ 30' CB (CB .81 - / / / - / _ 917 - Gp9 /GPS P��' � 3- -//� �\ - g16 - - 916 TC. 915.40 - - _ - - - - - - - - - -915 - Pg G\ / $ _ 916- > » WT 914 - / /G 5/ _ _ = 911 C-05 - » r31'l �. \917 — — - _ - _ _ - - - - -,=� �> 917 -WSi ---ii- - WLii -» » J913-"- - WT �nrt 916- �.S / 915 �� - 918 48" MH (MH-01)_ Ur' / / 91� 1M�� \ - - - _ TC. 917.59 -913- 913 - / PROPOSED ROAD - _ - _ - - - _ _ - - - _ _ _ 1M yy� _ - 974 ... — 1M 919 - - - \ \`�M / g+�R - - - -7+OOR - g1 �'6+ - - - - 915 915�--NV=912.00 / \ �// / / OOR _ _ _ _ -916_ 920 \ �911 - - - - - - _ _ - - - - - - - - -917- -921- - 918 / / / -917 _ - - _ -918 _ 78 - _ _f-- - - _ _ 24"x36" CB (CB-13) - _ 9v$ - - M M 19 - - _ - - / 9i PROTECT EXISTING / n, m ' ��\ �_�\ _ _ - WETLAND / n, m / SWALE CENTERLINE <_ - / / ' g11 /I I / 10' WIDE EMERGENCY OVERFLOW _ - _ - _ - - - - -- __ - CAP 8" PE FOR FUTURE DRAINTILE - 6 ' M ( B 1 ) \ X CONNECTION. MARK PIPE END III}- T .91 8 PROTECT EXISTING TREES WITH METAL POST. 6 INV=9130I v 48" MH (CB-14) �_ ST-03 �� --- PROPOSED OW ENTRY 920 020.0 / g1a / PROPOSED OW ENTRY 9209620.0 TC. 916.85 �, I wv=912.00 c0e c-06 $� I SS 148"C (C -01 / \ EAST POND TC. 9 4.5 3EX FES-03 / �^ I I I I I I I j sEE Os II I I wv=slo.00 100-YR24-HR / / o PEAK = 914.59 A y / 1� W / W W W W W < W 'e / 910 30" CB8.50 04) A - 919 /� o / g1912 ?S wFT 3 \ti J G05 » > > > > » >> >i >> > » ii i> ii•' / g�9;A / eUFFF/i 9 g15 gz0 60 / /// / I ` 919 � " M( / / I ✓ / 919 / �18 24"x36"CB -10) / TC. 9H -02) 17.58 O / NG05 .917.31 / / / / /l / 920 ®� 1� / PROTECT EXISTING 2 919 i I 48"CB(CB-05) EXISITNG F.F.E. = 919.0 1 �48" MH (Cs-O9) / I TC. 917.59 / LOW ENTRY=918.96 m V �XooR /Ic. sn.a�o / / NOTES: / ' SYMBOL AND PATTERN LEGEND \ V / / / 1. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO 750 EX 10' CONTOUR PROPERTY BOUNDARY I / ) / / / / 2. ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED I I 1 - EX 2' CONTOUR _�� _� z \ 91s / 1q / / / DURING CONSTRUCTION. / - 752 - - PROP STORM SEWER N / 9 g16 / / / 3. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND / \ SS EX STORM SEWER — 750 — PROP 1 O' CONTOUR V / / / TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. / 4. TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL 752 PROP 2' CONTOUR I N.(C / / PLAN OR DIRECTED BY ENGINEER. SAN EX SANITARY SEWER I SV�7 ,o I 5. SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. GAS EX GAS LINE SAN PROP SANITARY SEWER 1 W EX WATER MAIN W PROP WATER MAIN T 'f - / V / MATCH LINE-SHEETC-03 n/ WT - EX WETLAND PROP CONCRETE /� •P OE EX OVERHEAD ELECTRIC \ n I I // PROP BITUMINOUS UE EX UNDERGROUND ELECTRIC PROP GRAVEL rl-'\ PLAN: GRADING AND UTILITY o 20 40 ISSUED FOR PERMITTING CATV EX BURIED CABLE LINE SCALEIN FEET 1 O NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Project Office: Scale A$SHOWN BARR PROJECT NO. REPORT WAS PREPARED BMEORUNDERMYDIRECT LTC CAMPUS EXPANSION SUPERVISION AND THATV I AMA DULY LICENSED 61D - - - - - - - BARRENGINEERINGCO. Date 05/11/2020 23/02-1079.00 PROFESSIONAL TATEOFMIUNDER THE LAWS OFTHE CONSTRUCTION BARR 4300 MARKETPOINTE DRIVE Drawn LINO LAKES, MN STATE OF MINNESOTA. EPF CLIENT PROJECT No. PERMITTING 05111 R0 $Ui1B 200 Checked _ PRINTED NAME MICHELLE KIMBLE MINNEAPOLIS, MN 55435 MAK LINO LAKES, MN GRADING AND STORMWATER PLAN A B C 0 1 2 3 Corporate Headquarters: Ph:1-801-02-2277 Deeignecl BARR DWG. No. REV. No. SIGNATURE RELEASED Minneapolis, Minnesota Fax: (952)832-2601 NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE O51112020 LICENSE# 42012 TO/FOR DATE RELEASED Ph:1-800-632-2277 www.barr.com Approved MAK EAST C-02 A NOTES: r 1. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR r — TO WORK. 2. ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. 3. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4. TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. 5. SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. \-- ss / SS EXISITNG F.F.E. = 919.0 LOW ENTRY=918.96 z 1 \ / / / SYMBOL AND PATTERN LEGEND MATCH LINE - SHEET C-02 / 750Ex 10' CONTOUR 3 V /// / / — — 752 — — EX 2' CONTOUR / rail I / / // SS EX STORM SEWER PC: 2+22.48— r / SAN EX SANITARY SEWER PROTECT EXISTING m WETLAND / / / GAS EX GAS LINE ro / W EX WATER MAIN WT EX WETLAND OE EX OVERHEAD ELECTRIC z UE EX UNDERGROUND ELECTRIC 24"x36" CB (CB-061 / / 1N / CATV EX BURIED CABLE LINE TC. 916.79 / �� EX TREE / 6 / I I \ r EX FES-12 / 0i I � I EX PROPERTY BOUNDARY INV. = 913.1009 PROP STORM SEWER IV 750 PROP 10' CONTOUR 752 PROP 2' CONTOUR N \ _ rn I \\ \ /1M ` TC(915.53 915 I —SAN— PROP SANITARY SEWER — \\ \ � W PROP WATER MAIN A \ 1 PROP CONCRETE \ \\ 110' WIMERGENCY / ST-07 I Q \ I OVERFLOW - 2 i INV=910.00 \ I I PROP BITUMINOUS ELEV=916.0 C-06 PROP GRAVEL I _. \\\ /9^y 91a 913 g12 91� WESTPOND O I I \ I l y,, _ VJC NWL=914.0 \ / 2 100-YR 24-HR ELEV = 916.17 y \ aQi I \ I r¢ ST-02 916 917 INV=910.00 �� / _ _ - I �,� S 19918 / S ¢ 918 1� /-IN ---- -�- I 115' 5 I I s Lei I \ / C-05 18" HDPE --- \ REPLACE EXISTING CB 4 60" MH (CB-07) 60" MH (CB-08) ` \ (I I I I I I\ \ I I II I \ \ I _ (EX. CB-12) y TC. 917.74 II I I I I I io N I � _TC. 918.56 � 1 m a y o c 11 z a � 1 co yl y \ ST-01 I I I z / \ / 911 912 _ / as" MH (CB e�sa NVS 4 NV N 3N S tlS tlS NVS NtlS NVS / —� 914 _ 915 _ 919 , �— 917 916 _ C-OS s118 ` / \ / _ QE — OE OE OE OE OF OE OE OE OE \ OE OE OE %1� PLAN: GRADING AND UTILITY ° 20 40 ISSUED FOR PERMITTING SCALE IN FEET 1 O NOT FOR CONSTRUCTION I HEREBYREPORT CERTIFYTHATTHIS PLAN, SPECIFICATION, OR CLIENT Prolecl Office: Style ASSHOWN BARB PROJECT No. REPORT WASION AND THAT ME A UNDER EN DIRECT BID Date LTC CAMPUS EXPANSION SUPERVISION AND THAT I AM A DULY LICENSED BARB ENGINEERING CO. O5/11 /2020 23/02-1079.00 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION — BARR 4300 MARKETPOINTE DRIVE DrawnLABOR LINO LAKES, MN STATE OF MINNESOTA. EPF CLIENT PROJECT No. PERMITTINGTAI $UIIB 200 cneed LINO LAKES, MN PRINTED NAME MICHELLE KIMBLE MINNEAPOLIS, MN 55435 MAK GRADING AND STORMWATER PLAN ERS TRAINING CENTER C 0 1 2 3 Coryorale Headquarters: ph:1$00-832-22]] Designed BARR SIGNATURE RELEASED Minneapolis, Minnesota Fax:-800-(952 532-2so1 DWG. No. REV. No. 10. BY CHK. APP. DATE REVISION DESCRIPTION DATE 25111/2020 LICENSE a 42012 TO/FOR DATE RELEASED Ph: 1-800-632-22]] www.narr.mm AppfO ed MAK WEST C-03 A / _ — — l�lE/ UE _UE_ UEUEUELIE Wi UEUEUEUE � — W /W _ i / ��WT WT — VOT — WT vi W _— ——y 7Y�L W — — -- _U \ W — —lA1 1M JJN \ W O W ¢/� W W —W \ z 919 / 920 / \ 1 z / I Q 1 N i 1 1 1 1 1 1 1 1 / — W SAN / \ .W rnW—�WTv'1 \ z >wxW W W 9^0� W/ CONNECT 48" DIAM.CATCH BASIN TO EXISTING STORM SEWER \ 919 \EX. CB-1 FIR RIM 918.9 12" RCP INV. 915.5 REPLACE CB CASTING N EX. CB-11 \ RIM 918.9 N N U N y — 920 I � 55 919 SWALE CENTERLINE _ I �s e — \ � CURB CUT, SEE D � O s IQ \ U PROTECT EXISTING (9 WETLAND QJ / J I I/ IC) \ \� / / —r MATCH L17E - SHEET C7241 1 N MATCH LINE - SHEET C-03 1 PLAN: GRADING AND UTILITY °.... I ,,,E o ao O SCAL IN FEET SYMBOL AND PATTERN LEGEND 750 EX 10' CONTOUR — — 752 — — EX 2' CONTOUR SS EX STORM SEWER SAN EX SANITARY SEWER GAS EX GAS LINE W EX WATER MAIN WT EX WETLAND OE EX OVERHEAD ELECTRIC LIE EX UNDERGROUND ELECTRIC CATV EX BURIED CABLE LINE 0 EX TREE — — EX PROPERTY BOUNDARY — — — PROP STORM SEWER 750 PROP 10' CONTOUR 752 PROP 2' CONTOUR — SAN — PROP SANITARY SEWER W PROP WATER MAIN PROP CONCRETE PROP BITUMINOUS PROP GRAVEL NOTES 1. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. 2. ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. 3. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4. TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. 5. SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THISPLAN,SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINE ER UNDER THE LAWS OF THE STATE OF MINNESOTA. CLIENT Pmlec[Offi. BARB ENGINEERING CO. BARR 4300 MARKETPOINTE DRIVE Suite 200 — MINNEAPOLIS, MN 55435 Coryorale Headquarters: Ph: 1-600-832-22]] Minneapolis, Minnesota Fax: (952)832-2801 Ph:1-800-632-22]] wwwbarr.com S.I. ASSHOWN ERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN BARR PROJECT NO. 23/02-1079.00 BID Date O5/11 /2020 CONSTRUCTION PERMITTING JA — — — — — — Drawn EPF CLIENT PROJECT No. "C.KDAT;E PRINTED NAME MICHELLE KIMBLE Checked MAK GRADING AND UTILITY PLAN NORTH SIGNATURE RELEASED TO/FOR C 0 1 2 3 Designetl BARR DWG. No. C-04 REV. No, A NO. BYREVISION DESCRIPTION DATE o511112020 LICENSE 42012 DATE RELEASED App—ed MAK 2 0 0 y 0 //P?916�� PROPERN L NE GPS W \SS I Ni / 44 WTI -914-12--FES� - P 916r � -918 05 HYDRANT ©AND 8" DIP GATE VALVE, SEE _920 \ b�P-HY GPS i` 18 D-O6 D-0 7 C 1 �GGP`'� 8" x 4" DIP TEE, BE 2 g / 0.07 NOTES: 1. LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. 2. VERIFY EXISTING WATER MAIN DEPTH PRIOR TO WORK. 3. COORDINATE TIE-IN TO EXISTING WATER MAIN WITH CITY. rr�� 4. ALL PRODUCTS (TREATMENT CHEMICALS AND MATERIALS) THAT MAY COME INTO CONTACT ,ee WITH WATER INTENDED FOR USE IN A POTABLE WATER SYSTEM SHALL MEET ANSI/INSF Vvvvvv- INTERNATIONAL STANDARDS 60 AND 61, AS APPROPRIATE. 48" MH 5. PROVIDE MINIMUM 10 FEET HORIZONTAL SEPARATION (OUTSIDE TO OUTSIDE) e (PROP-SAN-MH-3) BETWEEN FINISHED WATER PIPELINE AND OTHER UTILITIES. IF NOT POSSIBLE, D-OS / SEE ENCASE WATER MAIN. REFER TO SPECIFICATIONS. 6. WATER MAIN CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 2 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. AT CROSSING, LOCATE JOINTS AS FAR AWAY FROM 1 SEWER AS POSSIBLE. D-07 I 9� D-0 SS 918- SS , SS SS SS �91SSS � SS 914= SS ,gs SS �S - S� SS SSA _ S -- SS - ss - -aS - ASS SS SS - SS _ g��\\` - "MINIMUM 12' DISTANCE )16' -- - s.� CB-" -916- - BETWEEN BUILDING -916- - _ i - - - - - - - - - - - --916-��� 916 914-- - AND WATER MAIN _ _ _974_ _ - WT>1W7'� ES-- - - - - - - - - / 974\ -WT - 918 -916 97 CB-1z 8 -- - S M918- 1 - - 916- 1M - y914- - 1N`/�912 - �WT lqq 918 - - - 45° DIP ELBOWS, SEE -916- �918---918 7 +60 W �11+D0 W 10+00 W- -924 74� � I � 912_ I E 920 _ 4 / / ' -916- EXTEND 4" DIP TO WITHIN BUILDING FOR - -918 F.F.E. = 920'-0" 5' OF FUTURE CONNECTION. PLUG PIPE END. 22° DIP ELBOWS, SEE CB-1 \ — \ F.F.E.=920'-0" / C Is \ WT wr i � '2 ENCASE WATER MAIN g a � INSTALL 5' 6" OF PVC STUBUILDING FOR B TO WITHIN D-07 I BETWEEN 22° DIP ELBOWS I EX. 12" FES '- FUTURE CONNECTION. j' II EAST PONDR I (INV=910.0) z PLUG PVC STUB. o� I 45° DIP ELBOWS, SEE I I \ EX. 9" CULVERT (INV=909.4) �9S 6+00 Wi i-7+00 W I \ 908 / bs 45° DIP ELBOWS, SEE 2 7. SEE SPECIFICATIONS FOR RESTRAINING WATER MAINS NEAR JOINTS. >i -» 8. ESTIMATED GROUNDWATER IS AT ELEVATION 913.0 FT. PROVIDE WATERTIGHT CONNECTIONS g20\ 920 48" MH AT STRUCTURES. B- (PROP-SAN-MH-2) 9. PROTECT ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR DURING - - CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY 1 SEE AND/OR OWNER TO DOCUMENT PRE -CONSTRUCTION EXISTING CONDITIONS. 10. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 11. TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. _ rn DI918 �n���� VEJ Lvo 3 SANITARY SEWER BEDDING, SEE z 13 v I ® EXISTING BUILDING ra 3 I /III/ F.F.E. = 919'-0" I\ z o r� 3 EXTEND HYDRANT LEAD AND a oI I1II RELOCATE HYDRANT (EX-HYD-02) W W IJ �1 I AND 8" DIP GATE VALVE, SEE \ I Q \ \I \I I II �� CITY WATER MAIN - BY III I 2 e 2 + D-O6D-07 �1 �) 1 O SS 918 SS 11 PROVIDEAPPROX. SS EX-HYD-02 50' OF 8" DIP 3 z EX-HYD-03 S y ° 920 PROTECT EXISTING n 8" DIP WATER MAINS 3 y 48" SAN MH m 20 (EX-SAN-MH-02) I 9 SANITARY SEWER N EXISTING 6" PVC O PROFILE, SEE m N a I TIE IN TO EXISTING SANITARY SEWER ti SANITARY MANHOLE i \�EX- D-01 W W 48" SAN MH - - - y (EX-SAN-MH-01) 920 PROTECT EXISTING \ 8" DIP WATER MAIN ->> PROP HYD-01 0.0 CB-1 / 914/ I CB CoZ 8" DIP TEE, SEE / HYDRANT AND 8" DIP GATE VALVE, SEE Z I� 91e / 2 3 D-06 D-06 D-07 UUU / WATER MAIN PIPE4? / \ BEDDING, SEE -05 \ m z l EX. 12" FES / o(INV=913.1) gNb b+y � 30 / + \\I 1 I Z + EX. 12" (INV=913.4)� rn l\ I I Z 3 i WEST POND CB-07 12" FES I mrr ---- M- + —1rfl Z I / rq 3 6" PVC SANITARY SEWER, PIDB WATER MAIN Z rn 3 m o z IM 1M _ ran SEEPS�H1) -�� 1 "FES WATER MAIN00 W -1+00 W PROFILE, SEE D� } 920_ 1 CONNECT TO EXISTING 8"'DIP. REMOVE F \ 90°DIP ELBOW, SEE \ G09 EXISTING 90° DIP ELBOW AND REPLACE WITH 3 Z �- 8" DIP TEE AND 8" DIP GATE VALVE, SEE D-07 0.06 D-07 1 PLAN: WATER AND SANITARY SERVICES 0 40 80 O SCALE IN FEET REPORT WAS PREPARED BY ME OR UNDER MY DIRECT BID SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION STATE OF MINNESOTA. PERMITTING PRINTED NAME MICHELLE KIMBLE SIGNATURE RELEASED DATE REVISION DESCRIPTION DATE 5/11/2020 LICENSE# 42012 TO/FOR Protect Once: ASJHVWN - BARR ENGINEERING CO. BARR 4300 MARKETPOINTE DRIVE Suite 200 - MINNEAPOLIS, MN 55435 D..",' Date 5/11 /2020 LABORERS TRAINING CENTER LINO LAKES, MN - Drawn KBD Chackad JMA Designed BARR ',j Corporate Headquarters: Ph: 1-800-632-2277 Minneapolis, Minnesota Fax:32-2601 Ph: 1-600-632-2277 www.b.11 .harr.com DATE RELEASED Approved MAK - 916- - -91 EX. 9" CULVERT (INV=909.3) 141 \ \ \ \ \ — Jm _ i SYMBOL AND PATTERN LEGEND 750 EX 10' CONTOUR — — 752 — — EX Z CONTOUR SS EX STORM SEWER SAN - EX SANITARY SEWER GAS EX GAS LINE W EX WATER MAIN WT EX WETLAND OE - EX OVERHEAD ELECTRIC UE EX UNDERGROUND ELECTRIC CATV EX BURIED CABLE LINE EX TREE - - EX PROPERTY BOUNDARY - 750 - PROP 10' CONTOUR - - 752 - - PROP 2' CONTOUR » PROP STORM SEWER W PROP WATER MAIN - SAN - PROP SANITARY SEWER OPROP SANITARY MANHOLE PROP WATER MAIN VALVE y-� PROP FIRE HYDRANT PROP CONCRETE PROP BITUMINOUS PROP GRAVEL PROPTREE LTC CAMPUS EXPANSION LINO LAKES, MN SANITARY AND WATER SERVICES PLAN ISSUED FOR PERMITTING NOT FOR CONSTRUCTION BARR PROJECT No. 23/02-1079.00 CLIENT PROJECT No. DWG. No. REV. P C-07 A 1 920 979 — 9P1� s I I \\ �, \\ I SYMBOL AND PATTERN LEGEND 86 I' 1 4�4 \ % EX 10' CONTOUR 919". B612 CURB AND GUTTER \\\ \\ I E I I _ — — 752 — — _ EX 2' CONTOUR s / I SEE 44 SAWCUT (YP) 36 SPACES a "' e \ \ \ T I �� — �� EX STORM SEWER 920.12 EX SANITARY SEWER EX GAS LINE B61 CURB AND GUTTER 1 I \ ) \ I w — w SEE3 ^9 I \\\ I m EX WATER MAIN BITUMINOUS PARKING LOT TO THE GRADES I \ of — of — D AND ELEVATIONS SHOWN. FOR PAVEMENT I \\ " I \ I EX WETLAND EX OVERHEAD ELECTRIC DETAIL SEE 2 VAN ACCESSIBLE SIGN 1 s s D-04 EX UNDERGROUND ELECTRIC 1 /9y9 es ACCESSIBLE\�� s a^o6 RAMP, SEE \ \ \ \ \ \I \ \ 1 \\ EX BURIED CABLE LINE D-03 \ 1 " EX TREE MATCH FINISHED GROUND PAVEMENT__----- TO EXISTING GROUND AT EDGES. \ \ '� \I 1 EX PROPERTY BOUNDARY TYPICAL, EACH EDGE. �1 P % PROP 1'CONTOUR 920.71 920.27 \ vv I V vvm A PROP STORM SEWER 1 B612 CURB AND GUTTER !� — _ \\ \ \\ \ 9 q, SEE 3 � � �� R fir. D-04 NEW BITUMINOUS B612 CURB AND GUTTER EXISTING BUILDING \ \\ \\ III \\ I �'"\ ly, \ \ DRAINAGE FLOW ARROW J P \ SEE F.F.E. = 919'-0" \ �921 g22 923 \ \ \ \ I 1 D sls.ze azsls.es=ig20 o.11 919.3sVvv II / 920.26 4, I \ I11 I °en 9 G \ •M�' •A1'R" O A 1 9,�/ I I � 1 s ry — sary snry — snry — snry 919.96 W % s1 919.61 1 NOTES: 2" OVERLAY OVERALL / MIN ILL MBIT °> SAWCUT FULL 1. COORDINATE CONSTRUCTION PHASING OF PARKING LOT WITH 1 U OUS � � � I DEPTH � OWNER TO PROVIDE ACCESS TO LOADING DOCKS AND TO ALLOW SUFFICIENT TRAILER PARKING. D412 CURB &GUTTER, / H \\ 2. COORDINATE ALL CONSTRUCTION LAYDOWN WITH OWNER TO TIP OUT, SEE q v 919gL m / 1 MINIMIZE DISRUPTION TO FACILITY OPERATIONS. e F.F.E.=920,_0I 1 \ S \\ v \ >,9 979 \ \ � — — — — — � \\ 3. INSTALL CURB AROUND PROPOSED PARKING LOT PRIOR TO 1 / \ 1 R> I I \ INSTALLATION OF ASPHALT PARKING AND BASIN EXCAVATION. VAN ACCESSIBLE O• CONCRETE WALK 1\ / \ 91e.14 SIGN (4) COORDINATE gj g.g5 1 I 918n5/ / LOCATION WITW H ONER e"A BOLLARD s // 4. CONTRACTOR'S DEWATERING ACTIVITIES THAT HAVE SEDIMENT R 1 203 SPACES - - a q0s\ I / LADEN DISCHARGE MUST DISCHARGE INTO A TEMPORARY BEST 1 BOLLARD MANAGEMENT PRACTICE (BMP) SUCH AS AN APPROPRIATELY • i I � v • °^ - _ as � � v � I / SIZED DANDY DEWATERING BAG FROM DANDY PRODUCTS, OR APPROVED EQUAL, TO LIMIT SEDIMENT FROM LEAVING THE SITE. • e' �'?0 PRIOR TO DISCHARGE, THE CONTRACTOR SHALL PERFORM A i yo a . �epx e^ e / I I I VISUAL TEST TO ENSURE ADEQUATE TREATMENT IS OBTAINED ACCESSIBLE RAMP (3) o — 919.96 a a O a^ \ I 1 BY THE BMP AND APPLY ADDITIONAL TREATMENT AS REQUIRED SEE �S 11f. < . 919.60 �/ 1 3, s1s 12 919.60 \ II TO ENSURE ADEQUATE TREATMENT. 1 �rv—urv—sty—sty—mx— _ —sau sty ux uu s.ry su, � sty sui —uN I \ AWE I / h I V 919.8 \ ' 20 \ �O RIBBON '•N \ I rn II EXISTING # OF PARKING SPACES - 163 CURB v I \ I v " 24'rvP i 91s �s g,° v I � PROPOSED # OF PARKING SPACES = 330 (8 ACCESSIBLE) 1 B612 CURB & s s1ss6 A O1 �I GUTTER, SEE 3 �i I I'I 1 9' TYP °° - s7j o. SAWCUT (TYP) 918.43 / d 918.57 I 1 v ASPHALT PARKING LOT / v £ y ° �" 919.60 91/6 -' TO THE GRADES AND / I " 1 ` SEE ELEVATIONS SHOWN. --- -- _ - --- --- I I s1s.6oF F.F.E. = 920'-0" I 1 " 1 PAVEMENT DETAIL \ 9 1 0 n 1 " ---- FOR v I w. I II I B612 CURB AND GUTTER v SEE IQ 919. 3 1 9^O V V 96 97y \ s N - \ U V I, gl, �'� LL I R6 , 1 IA O 919 916 917 WESTPOND916m 9 > 'I 0 30 PLAN: PAVING O \ _ » 9 w w v II II ISSUED FOR PERMITTING SCALE IN FEET \\ \\ \ \\ \\ \ -- -\ 918917916 i II i y �1 NOT FOR CONSTRUCTION _.. 915 _ EAST POND _ — _ V -- I III v I 1 14 I HEREBYEPORT CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Prolect Office: Style A$ SHOWN BARB PRQJECT NO. P.SUP WASPREPARED BYTHAT MEOR UNDER EN DIRECT BID Date LTC CAMPUS EXPANSION SUPERVISION AND THAT I AMA DULY LICENSED BARB ENGINEERING CO. O5/11 /2020 23/02-1079.00 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION RR 4300 MARKETPOINTE DRIVE DrawnLABORERSTRAINING CENTERLINO LAKES, MN STATE OF MINNESOTA. EPF CLIENT PROJECT No. PERMITTING 11120 $UIIB 200 PRINTED NAME — — — — — — — — MINNEAPOLIS, MN 55435 Checked LINO LAKES, MN MICHELLE KIMBLE MAK PAVING PLAN A B C 0 1 2 3 Coryorsle Headquarters: Ph:1-800-632-2277 Designed BARR DWG. No. REV. No, SIGNATURE RELEASED Minneapolis, Minnesota Fax: (952) 832-2601 NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o5111/2020 LICENSE a 42012 TO/FOR DATE RELEASED Ph: 1_800-632-2277 www.han.mm AppfO4� MAK -10 A SYMBOL AND PATTERN LEGEND I SITE RESTORATION NOTES PLANTING SCHEDULE 2 --(750)- - EXISTING 5' CONTOUR --(752)- - EXISTING 1' CONTOUR 750 PROPOSED 5' CONTOUR 752 PROPOSED 1' CONTOUR - - - - EXISTING PROPERTY BOUNDARY EXISTING BUILDING NEW BUILDING EXISTING TREE, TO REMAIN �f 1® l TREE SHRUB Oo PERENNIAL LANDSCAPE BED EDGING MULCHED PLANTING BED ROCK MULCH FOUNDATION STRIP y u TYPE A PERMANENT SEEDING TYPE B PERMANENT SEEDING PROPOSED PAVING CURB & GUTTER -WT- EXISTING WETLAND X TREE PROTECTION FENCING - - POND NORMAL WATER LEVEL (NWL) O STORM OR SANITARY STRUCTURES, SEE CIVIL APPLICABLE CODES & REGULATIONS THIS PROJECT IS DESIGNED TO CONFORM WITH ALL APPLICABLE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, ANSI 117.1, AS AMENDED, AND THE CURRENT VERSION OF THE FOLLOWING APPLICABLE CODES AND REGULATIONS: 1. MINNESOTA STATE BUILDING CODE (2020) 2. MINNESOTA ACCESSIBILITY CODE (2020) 3. MINNESOTA FIRE CODE (2015) 4. RICE CREEK WATERSHED DISTRICT RULE 5. CITY OF LINO LAKES, MN, ZONING CODE SOUTH 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND FIELD -VERIFYING ALL EXISTING UTILITIES PRIOR TO INITIATING WORK ON THE SITE AND THROUGHOUT THE TERM OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING UTILITIES FROM DAMAGE DURING ALL SITE RESTORATION AND PLANTING OPERATIONS. 2. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE. FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH THE OWNER AND STAKED IN THE FIELD. 3. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4. ALL EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PER PLAN OR AS DIRECTED IN THE FIELD BY THE ENGINEER. S. ALL EXISTING TREES TO REMAIN, TREE ROOTS, PLANTING BEDS, CONCRETE, ASPHALT, EXISTING CURBS, PAVEMENT, SIDEWALKS, AND OTHER SITE ELEMENTS SHALL BE PROTECTED FROM IMPACTS FROM ALL SOIL PREPARATION AND LANDSCAPING OPERATIONS. AVOID COMPACTING SOIL WITH HEAVY EQUIPMENT. ANY DAMAGE TO EXISTING SITE FEATURES, STRUCTURES, OR NEWLY CONSTRUCTED ITEMS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE AND TO THE OWNER'S SATISFACTION. 6. PROTECT PLANTS ON THE SITE FROM STRESS PRIOR TO INSTALLATION BY PLACING IN SHADE, HEELING INTO MULCH, WATERING, AND USE OF OTHER APPROPRIATE MEASURES. 7. NO RUBBER TIRED EQUIPMENT SHALL BE ALLOWED IN PONDS AND BASINS AFTER SOIL LOOSENING ACTIVITIES ARE COMPLETED. LOW GROUND PRESSURE TRACKED EQUIPMENT ONLY. 8. ANY COMPACTION OF PREVIOUSLY LOOSENED SOIL MUST BE RELOOSENED PRIOR TO TOPSOILING OR PLANT INSTALLATION. SEE LANDSCAPE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 9. INSTALL THE STEEL LANDSCAPE EDGING PER MANUFACTURER RECOMMENDATION INCLUDING STAKING SPACING AND QUANTITY. 10. STAKE OR OTHERWISE LAYOUT ALL PROPOSED PLANTING BEDS AND INDIVIDUALISPECIMEN TREES AS SHOWN ON PLAN, DETAILS, AND PLANT SCHEDULE. ASSUME TRIANGLE PLANTING PATTERN IN PLANT LAYOUT, TYP., IN PLANTING BEDS. SOME FIELD ADJUSTMENT MAY BE NECESSARY. LANDSCAPE ARCHITECT TO REVIEW PLANT LAYOUT PRIOR TO PLANTING. INFORM THE LANDSCAPE ARCHITECT OF PLANTING TWO DAYS PRIOR TO PLANT DELIVERY. 11. PLACE LANDSCAPE GEOTEXTILE FABRIC OVER PLANTING BED LIMITS, AS NOTED. PROVIDE STAKING TO ANCHOR TO SOIL AS SPECIFIED. 12. PLACE MULCH AS SPECIFIED TO DEPTH WITHIN ALL PLANTING AREAS. ENSURE NO LANDSCAPE GEOTEXTILE FABRIC IS PRESENT AT SURFACE AFTER MULCHING OPERATIONS ARE COMPLETED. 13. THOROUGHLY WATER ALL PLANTINGS WITHIN 2 HOURS AFTER INSTALLATION, SEE PROJECT SPECIFICATIONS. 14. CONTRACTOR IS RESPONSIBLE FOR WATERING PLANTS (REGARDLESS OF NOTIFICATION) THROUGHOUT THE ENTIRE WARRANTY PERIOD. WATERING WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 15. PLACE MNDOT CATEGORY 31N TYPE 2S NATURAL NETTING STRAW EROSION CONTROL BLANKET PER MNDOT 3885 OVER ALL PERMANENT SEEDING AREAS AS DETAILED ON THE PLANS AND AS SPECIFIED. 16. PROVIDE 6" TOPSOIL, PERMANENT SEEDING, AND MNDOT CATEGORY 3N TYPE 2S NATURAL NETTING STRAW EROSION CONTROL BLANKET PER MNDOT 3885 FOR ALL ON- AND OFF -SITE DISTURBED AREAS AS SHOWN ON THE PLANS. SEED ANY DISTURBED AREAS NOT OTHERWISE INDICATED ON THE PLANS WITH MN/DOT LOW MAINTENANCE TURF MIX (#25-131) AT A RATE OF 220 LBS/AC. 17. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS ENCOUNTERED. 18. REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASE OF ANY DISCREPANCIES BETWEEN DETAILS, PLANS, AND/OR SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. CITY PLANT ID COMMON NAME SCIENTIFIC NAME CONT. OR B&B STD OR CLUMP FORM SIZE SPACING MATURE HT. (FT) I LINO L. CAT. COMMENTS TREES 32 AC White fir Abies concolor B&B N/A 7'H Per plan 50'-0" LTREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. 20 AF Autumn Blaze maple Acerxfreemanii'Jeffersred' B&B Std Form 1.5" calip. Per plan 50'-0" LTREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. 4 AG Autumn Brilliance serviceberry (tree form) Ama/anchier x grandiflora Autumn Brilliance' B&B Std Tree Form 1.5" calip. Per plan 25'-0" M TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. 3 BN River birch Betula nigra B&B Clump (3 stem) 1.5" calip. Per plan 50'-0" LTREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. 41 BP Dakota Pinnacle birch Betula platyphyl/a'Fargo' B&B Std Form 1.5" calip. Per plan 40'-0" LTREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. 6 CO Common hackberry Celtis occidentalis B&B Std Form 1.5" calip. Per plan 70'-0" LTREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. 6 qg Beacon swamp white oak quercus bico/or'Bonnie and Mike' B&B Std Form 1.5" calip. Per plan 35'-0" M TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/11-06. SHRUBS 58 CB Red -twigged dogwood Corpus baileyi Cont. N/A #5 72" O.C. 10'4 LSHR Substitution only per approval by Landscape Architect 65 TM Taunton yew Taxus x media'Toutonii' Cont. N/A #5 60" O.C. 4'-0' M SHR Substitution only per approval by Landscape Architect 3 VT Bailey compact American cranberrybush Virburnum trilobum'Bailey Compact' Cont. N/A #5 60"D.C. 6'-0' LSHR Substitution only per approval by Landscape Architect PERENNIALS 90 1 LP Prairie blazing star Uatris pychnostachya Cont. N/A 3.5" sq. 12" O.C. N/A N/A Substitution only per approval by Landscape Architect PERENNIAL GRASSES 57 1 KF Karl Foerster feather reed grass Ca/amagrostisxacutiflora 'Karl Foemter' Cont. N/A #1 30" O.C. N/A N/A Substitution only per approval by Landscape Architect TYPE A SEEDING (Mn/DOT MIX 25-131) 53,973 SF (1.24AC) Substitution only per approval by Landscape Architect TYPE B SEEDING (Mn/DOT MIX 33-261) 16,320 SF (O.38AC) I Substitution only per approval by Landscape Architect REGULATORY SITE RESTORATION AND LANDSCAPING REQUIREMENTS REVIEW REQ. T REGULATORY REQ'T. REQUIREMENT DESC. REQUIRED PROVIDED MET? GENERAL LOCATION REFERENCE CANOPY COVERAGE IMPERVIOUS SURFACE MITIGATION; MIN. 40%CANOPY NEW IMPERVIOUS VEHICULAR AREA ON SITE IS 83,303 SF.. 38,650 SF CANOPY COVERAGE: YES ALL NEW PAVED IMPERVIOUS CITY OF LINO LAKES ZONING CODE; PART 3, STANDARDS COVERAGE REQ'D. PER THE FOLLOWING CALC.:VEHIC. HARDSCAPE (SF). CANOPY COVER %= REQ'D MIN. CALCULATED CANOPY COVER MUST BE MIN. 0.40x 83,303 SF = 33,322 SF. AS PROVIDED BY NEW AND EXISTING (2 EXIST. TREES = 1900 SF) +(65 NEW TREES =36,750 SF) AREAS §1007.043(17)(a),§1007.043(17)(c) CANOPY COVER TREES (SEE CALLS. ON SHEET R-07) FOUNDATION LANDSCAPE REQ'D. ALONG PUBLIC/PRIVAGE STREETS: TREES MUST BE FOR 440 LF BUILDING FOUNDATION: 9 LARGE TREES, 27 9 LARGE TREES, 3 LARGE SHRUBS, 50 MEDIUM SHRUBS YES PROPOSED BUILDING AREA ONLY CITY OF LINO LAKES ZONING CODE; PART 3, STANDARDS WITHIN 30' OF BUILDING FOUNDATION; 2 LARGE TREES AND 6 LARGE SHRUBS PER 100 LF OF BUILDING W/ALT. LARGE SHRUBS REQUIRED AT N. BLDG, E. BLDG FACES (SEE CALCULATIONS W/ SUBSTITUTION ON SHEET R-07) §1007.043(17)(a), §1007.043(17)(d) PLANTING ON PG.3-34 OPEN AREA LANDSCAPE READ. AT ALL NON-HARDSCAPE DISTURBED OPEN SPACE FOR 70,293 SF OPEN AREA ON SITE: 36 LARGE TREES, 106 102 LARGE TREES, 11 MEDIUM TREES, 61 LARGE SHRUBS, YES ALL SITE CITY OF LINO LAKES ZONING CODE; PART 3, STANDARDS AREAS AT 1 LARGE TREE AND 3 LARGE SHRUBS PER 2000 LARGE SHRUBS REQUIRED (SEE CALCULATIONS ON SHEET 68 MEDIUM SHRUBS §1007.043(17)(a), §1007.043(17)(e) SF AREA R-07) NOTE: ALL OPEN AREA STANDARDS MET WITH NEW VEGETATION, DOES NOT INCL. EXISTING BUFFER AND SCREEN YEAR-ROUND CONTINUOUS PLANTING SCREEN OF PLANTING SCREEN OF DOUBLE ROW OF 6'H MIN. LG. STAGGERED DOUBLE ROW OF _G. SHRUBS AT V O.C. YES EAST LOT LINE AT VICTOR PATH CITY OF LINO LAKES ZONING CODE; PART 3, STANDARDS DOUBLE -ROW OF TREES & SHRUBS, FENCENVALL, OR SHRUBS AT MAX. V-0" O.C. SPACING W/ TREES EVERY I50LF SPACING W/ EVERGREEN TREES EVERY 35' O.C. NEIGHBORHOOD §1007.043(17)(a), §1007.043(17)(f) BERM WITH VEG. SCREEN - LARGE[ [35LF - MED.] [25LF - SMALL[ BOULEVARD TREE PEW AT ALL NEW RESIDENTIAL SUBDIVISIONS AT ALL N/A N/A - N/A CITY OF LINO LAKES ZONING CODE; PART 3, STANDARDS LOTS STREET FRONTAGES §1007.043(17)(a), §1007.043(17)(g) SOD AND GROUND COVER REQ'D. MIN. 4" TOPSOIL AND SOD ATALL DISTURBED 4' TOPSOIL & SOD AT ALL DISTURBED AREAS EXCEPT 6" TOPSOIL & LOW MAINT. TURFGRASS SEEDING WITH AT CITY TO REVIEW ALL DISTURBED NON-HARDSCAPE CITY OF LINO LAKES ZONING CODE; PART 3, STANDARDS AREAS; EXCEPTION FOR SEED AS NOTED IN DESCRIPTION WETLANDS AND OTHER NATURAL AREAS ALL GENERAL USE AREAS; 6" TOPSOIL AND STORMWATER ACCEPTABLE OR OTHERWISE LANDSCAPED §1007.043(17)(a), §1007.043(17)(h) FOR NATURAL AREAS AND WETLANDS, OTHER AS SEED MIX FOR POND SLOPES; EROSION CONTROL SUBSTITUTION AREAS APPROVED BY THE CITY BLANKET AT ALL SEEDING AREAS TREE PRESERVATION AND NON -ENVIRONMENTALLY SENSITIVE AREA (ESA) IN BASIC USE AREA, NO MITIGATION REQ'D. FOR SURFACE DETENTION POND AREA REPLACEMENT aQ CITY TO REVIEW ALL SITE CITY OF LINO LAKES ZONING CODE; PART 3, MITIGATION STANDARDS REQUIREMENTS APPLY TO THIS SITE FOR TREE EVERGREENS 12'-20'H & DECID. TREES 6'+ DBH; OUTSIDE SPECIFIED REPLACEMENT RATE (EITHER 1 OR 2 TREES §1007.043(17)(a), §1007.043(17)(i) PRESERVATION AND REPLACEMENT STANDARDS OF BASIC USE AREA, SEE REFERENCE FOR REPL. RATE PER 1 REMOVED, SEE REFERENCE) TREE SURVEY PROVIDE SURVEY FOR ALL DECIDUOUS TREES > 6' DBH COMPLY WITH DESCRIBED, AND PROVIDE THE FOLLOWING ALL TREES SURVEYED BY SUNDE LAND SURVEYING, 2019 - ALL SITE DEVELOPMENT AREAS CITY OF LINO LAKES ZONING CODE; PART 3, AND EVERGREEN TREES> 12' TALL INFORMATION: SPECIES, SIZE, LOCATION, DRIP LINE, TREE 51007.043(17)(a), §1007.043(17X,) CONDITION TREE PRESERVATION PLAN BASED ON TREE SURVEY; SHOWS HOW TREES WILL BE SEE REQUIREMENTS IN REFERENCE TREE PROTECTION FENCING PER DETAILS AND CITY TO REVIEW ALL SITE DEVELOPMENT AREAS CITY OF LINO LAKES ZONING CODE; PART 3, PRESERVED DURING CONSTRUCTION SPECIFICATIONS §1007.043(17)(a), §1007.043(17)(m) LANDSCAPE BUFFER REQUIRED BUFFER BETWEEN SIDE OR REAR LOT LINES DENSE BUFFER REQUIRED PER §1007.043(17)(t) 40' DEPTH PROVIDED AT EAST SWALE WITH LG. YES E PROPERTY LINE CITY OF LINO LAKES ZONING CODE; PART 3, NOT LESS THAN 40' STANDARDS AT LI DISTRICT ADJACENT TO PUBLIC R.O.W. EVERGREENS AND DOUBLE ROW DENSE DECIDUOUS §1007.043(17)(a), §1007.043(17)(t); §1007.120(3) OR OTHERWISE DESIGNATED BY COMP PLAN ISHRUBS NORTH FOUNDATION EVERGREEN TREE, TYP. DECIDUOUS TREE, TYP. PLANTINGS r PROPOSED .[ - _-Im -Im - -_ T - / BUILDING -_ - 1 TYP. - - - - _ - %11 ILLUSTRATIVE ELEVATION: EAST PROPERTY LINE SCREENING AT EAST ACCESS DRIVE EAST ACCESS DRIVE DOUBLE -ROW SHRUB ISSUED FOR PERMITTING SCREENING, TYP. - NOT TO SCALE NOT FOR CONSTRUCTION HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Prolecl Office: Style ASSHOWN BARB PROJECT NO. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED BID BARB ENGINEERING CO. Date OS/11/2020 LTC CAMPUS EXPANSION 23/02-1079.00 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION 43011 MARKETPOINTE DRIVE DrawnLABORERS TRAINING CENTER LINO LAKES, MN CLIENT PROJECT No. STATE OF MINNESOTA. PERMITTING tAB gC1 - BARR $Ulle 200PRINTEDNAME AMW ANDREAM.WEDUL - - - MINNEAPOLIS,MN55435 Checked MAK LINO LAKES, MN SITE RESTORATION SIGNATURE RELEASED 2 3 Coryorale Headquarters: Ph:1-800-632-2277 Designed BARR DWG. No. REV. No, Minneapolis, Minnesota Fax: (952)832-2801 Approved COVER NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE os/lvzozo ucBN6Em 52234 TO/FOR DATE RELEASED Ph:1-800-832-2277 www.ba2)832 MAK R-00 A 2 / NOTES: / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - y ' _ _ 1 1. SEE GENERAL SITE RESTORATION NOTES AND LEGEND ON SHEET R-00. / SEE R-02 ' \ — — \ — / �� — T AREA / 2 SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3. SEE SHEET R_04_FOR SEEDING MIX DESIGN. WT ti— ! / % `. - --- J I ` — = _ _ '� \ _ — — — --- / 9 5 --L J —wT-• 'Wr - "' \ =�y�—� Wr - WT / --Ir N i / rs — / 3 PROPOSED PROPOSED / \ - - WT BUILDING PHASE 1 BUILDING j \ \ j o ( ) — (PHASE 2 EAST ti - F.F.E. 920.0 / POND F.F.E. = 920.0' , 7,820 SF TYPE B SEEDING I \ AT POND SLOPES `� I ( jo I J o NO SEEDING BELOW \ � I EAST POND NWL (913.0') 53,980 SF TYPE A SEEDING / 8 _ —_— ��9� J I AREAS, TYP. AT ALL GENERAL I 44 — — — — — — — — — — g/gA RESTORATION �i817/ j �\ �9 SEER 04 NORTH AREA gAA ,I III ' I iM�/i -------- ---�-- ---------- — r — �— — �I— V� �� SEE R-03 j V�E Ty%F Elk i� /� EXISTING BUILDING F.F.E. = 919.0' ZO III I I Io EXISTING WETLAND �4 00g BOUNDARY, TO PROTECT, / TYP. NO SEEDING BELOW WEST POND NWL (914.0') \ ✓I L �A /`. / , SEEDING AT POND SLOPES \ — i WEST POND so3. -j-w I %1� PLAN: SITE RESTORATION KEY PLAN 0 40 80 o i � z SCALE IN FEET ISSUED FOR PERMITTING NOT FOR CONSTRUCTION HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AMADULY LICENSED PROFESSIONALENGINEERFMINOERTHELAWSOFTHE STATE OF MINNESOTA. CLIENT BARR - Coryorale Headquarters: Minneapolis, Minnesota Ph: i-B00-632-2277 Project Of'. BARR ENGINEERING CO. 43011 MARKETPOINTE DRIVE $UIIB 200 MINNEAPOLIS, MN 55435 Ph:1-B00-632-22]T wwwbarrrr nn 2B01 Scale ASSHOWN LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN BARB PROJECT NO, 23/02-1079.00 BID Date 05/11/2020 CONSTRUCTION PERMITTING tAB gCl - - Drawn AMW CLIENT PROJECT No. PRINTED NAME ANDREAM. WEDUL Checked MAK SITE RESTORATION KEY PLAN SIGNATURE RELEASED TO/FOR 2 3 Decignetl BARR DWG. No. R-01 REV. No. A JO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o511112020 LICENSE a 52234 DATE RELEASED Approved MAK 7 — — — — — — — — — 717--7-7-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —/7REDTWIGGED DOGWOOD 7RED-TWIGGED DOGWOOD 7RED-TWIGGED DOGWOOD 7 RED -TWIGGED DOGWOOD 7RED-TWIGGED DOGWOOD 7 RED -TWIGGED DOGWOOD � � CORNUS BAILEY/ CORNUS BAILEY/ CORNUS BAILEY/ - � _CORNUS BAILEY/ -- � CORNUS BAILEY/ CORNUS BAILEY/ u AC C C C C AC C PROPERTY LINE, TYP. 16 RED -TWIGGED DOGWOOD - 7 RED -TWIGGED DOGWOOD - - / / / / 1— CORNUS BAILEY/ CORNUS BAILEY/ 4 — — — — — — — / / / / / / -l� _ NEW ENTRANCE N NTRANC I � — ? / 00 O 000000 I IBP PLANTING PLAN PLANTING PLAN NORTHEAST BUILDING AREA SOUTHEAST BUILDING AREABP PROTECT EXISTING '� SEE ROS SEE ROS TREES, TYP — — — — — — — — — — — — — — — — — �_ — / I D / / PLANTING PLAN WEST BUILDING AREA I BP PROPOSED AF / / SEE Ros BUILDING (PHASE 2) / i , // / / �� a PROPOSED I F.F.E. = 920.0 BUILDING (PHASE 1) EAST BASIN / � I =/ F.F.E.-920.0 NWL 913.0 I / / / / / / / / / / / / /7-77/71 < / / — — — — — — — — — — — — — — — — C / / 910 919 oBp Bp/ BP 919 TYPE B,SEEDING AT POND , / // / / —SLOPES; NO SEEDING BELOW 920 / / // / / BP / NWL,TYP. .� / TYPE A SEEDING AT ALL GENERAL SITE RESTORATION / AREAS, TYP. ' BP /.';P 1 EXISTING BUILDING NOTES: i / / \ F.F.E. = 919.0' 1. SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2. SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES 3. SEE SHEET R-04 FOR SEEDING MIX DESIGN. I i iiiiiiiiiiit iiiiiiiiiiit iiiiiiiiiiit iiiiiiiiiiit iiiiiiiiiiit MATCH LINE -SHEET R-03 / MATCH LINE -SHEET R-03. PLAN: SITE RESTORATION PLAN - EAST AREA ISSUED FOR PERMITTING 20 40 _.i����i_ l O NOT FOR CONSTRUCTION SCALE IN FEET HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Rolect Office Scale ASSHOWN BARB PROJECT NO. REPORT WISI ISPREPAREDBVMEORUNDERMVDIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR — comomte Headquarters: Minneapolis, Minnesota Ph:1_800-632-2211 BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE $UIIB 200 MINNEAPOLIS, MN 55435 Ph: 1-BOD-632-2601 wwwbattcom 2BD1 TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN 23/02-1079.00 BID Daie 05/11/2020 CONSTRUCTION PERMITTING tAB] gCl — DrawnLABORERS AMW CLIENT PROJECT No. PRINTED NAME ANDREA M. WEDUL — — Checked MAK SITE RESTORATION PLAN EAST AREA SIGNATURE RELEASED TO/FOR 2 3 Deeigned BARR DWG. No. R-02 REV. No. A JO. BY CHK. APP. DATE REVISION DESCRIPTION DATE o511112020 LICENSE a 52234 DATE RELEASED APp—d MAK w w 0 m - - - - - - - - - - - - - - - - - - - - - --- - - - - - �-=----------------------- / I /� MATCH LINE-SHEETR-02 I NOTES: 55 1. SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 40// 1 / r / 2. SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. r /�C 3. SEE SHEET R-04 FOR SEEDING MIX DESIGN. / / I AF EXISTING BUILDING \fir F.F.E. = 919.0' AF TREE PROTECTION / FENCE, TYP. 41111 I / I � NORMAL WATER I �� LEVEL(NWL), TYP. WEST BASIN STNWL=914.0 STRUCTURUCTURES E, ,TYP. � I / / • / \ \ I \ ` ` / (915)— -Q� / / BP \ � (918)— OB / BN C' I m I \\ TYPE B SEE \ DING AT POND \ SLOPES, NO SEEDING BELOW NWL, TYR 19Z0) \ TYPE A SEEDING AT ALL I i °' `o GENERAL SITE RESTORATION / / \ / AREAS. TYP. AF / / v CO 909 EXISTING TREE � / 910 / / PROTECTION 91, / FENCE ,TYR BP BN a BP o BP o BP o 8P o BP — o BP BP BP BP � BP X - BP \ 1 PLAN: SITE RESTORATION PLAN - WEST AREA 0 20 40 O SCALE IN FEET ISSUED FOR PERMITTING NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THISPLAN,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. CLIENT BARR — comorateHeadaaanere: Minneapolis, Minnesota Ph:1-800-632-2P]] Pmleot Office: BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE $UIIB 200 MINNEAPOLIS,MN55435 Ph: 1-600-832-22]] wwwbarzrcom zBDi Scale ASSHOWN TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN BARR PROJECT No. 23/02-1079.00 BID Date 05/11/2020 CONSTRUCTION PERMITTING — 05/11120 — — — — — — — — — — — — DrawnLABORERS AMW CLIENT PROJECT No. PRINTEDNAME ANDREAM.WEDUL Checked MAK SITE RESTORATION PLAN WEST AREA SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designed BARR DWG. No. R-03 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE osrlvzozo ucBNBEm 52234 DATE RELEASED Approved MAK Common Name Scientific Name Rate (Iblac) to (kglha) % of Mix (by weight) Seedsl sq ft red fescue Festuce rubre 64.00 71.73 29.09% 667.00 Chewin 's Fescue Festuce rubra asp. commutsta 44.00 49.32 20.00% 458.60 =Low Maintenance uc blue ress Poo pratensis Low Maintenance 36.00 40.35 16.36% 1148.70 Hard fescue Festuca trechyphylle 30.00 33.63 13.641/6 389.10 Shee Fescue Festuca ovine 25.00 28.02 11.37% 304.22 Perennial R e rasa Lolium periinne 21.00 23.54 9.54% 104.60 Total 220.00 246.59 L 100.00 % 3072.22 Purpose: Salt, shade and drought tolerant turtgrass. Requires less frent quemowing and less fertilization than conventional turfgrass. Planting Area: Statewide Combine all components when blending this mix. 2 TYPE A SEEDING: MNDOT MIX 25-131 LOW MAINTENANCE TURF NOT TO SCALE Common Name Scientific Name Rate (Iblac) Role (kglha) % of Mix (by weight) Seedsi sq ft trome ndro rerdl AromuoIN 2.00 2.24 5.72% 7.35 s 2.00 2.24 5.730/6 8.10 Vir inia wild a EI mus vi inicus 1.50 1.68 4.28% 2.31 fowl blue rass Poo polustris 1.06 1.19 3.03% 50.70 slenderwheat rass EI mus trech caulus 1.00 1.12 2.85% 2.53 switch rass Panicum vi atum 0.38 0.43 1.07% 1.93 prairie cordgrass Spartina pectinate 0.38 0.43 1.07% 0.91 Indian gross Sorghastrum nutans 0.12 0.13 0.36% 0.55 blue'oint Calamagroads canadensis 0.06 0.07 0.18% Oil 6.40 Grasses Grasses Subtotal 6.50 9.53 80.78 awl fruited sed a Carex stiata 0.25 0.28 0.71% 3.10 dark reen bulrush Scirpus afrovirons 0.19 1 0.21 0.54% 31.70 woolgrass Scirp us c eNnus 0.06 0.07 0.18% 39.00 Sedges & Rushes Subtotal 0.50 0.56 1.43% 73.80 olden alexandere Zlzla aurea 0.20 0.22 0.56% 0.79 autumn sneezeweed Helenlum autumnale 0.13 0.15 0.36% 5.97 marsh milkweed Asc/e /as Incarnate 0.11 0.12 0.32% 0.20 lea be articks B/dens /rondosa 0.11 0.12 0.31 % 0.20 Canada anemone Anemone canadensis 0.07 0.08 0.191/6 0.20 obedleM lent Ph soste la vl Inlane 0.07 0.08 0.21% 0.30 Is"coneflower Rudbeckla laclnlato 0.07 0.08 0.211/6 0.37 New England aster Symphyotrlchum novae -an llas 0.07 0.08 0.191/6 1.56 flat'opped aster Doollin erla umbellate 0.06 0.07 0.171/6 1.50 spotted Joe pye weed Eutrochlum maculatum 0.06 0.07 0.181/6 2.19 blue vervain Verbena hastato 0.05 0.06 0.151/6 1.85 Forbs Subtotal 1.00 1.12 2.851/6 15.13 Oats Avena sadva 25.00 28.02 71.431/6 11.14 Cover Crop Subtotal 25.00 28.02 71.43% 11.14 Total 35.00 39.23 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. Planting Area: Tallgrass Aspen Parklands, Pralrle Parkland, and Eastern Broadleaf Forest Provinces. MnIDOT Districts 2 west), est 3B 4 Metr0,6,7... 3 TYPE B SEEDING: MNDOT MIX 33-261 STORMWATER SO. & WEST NOT TO SCALE -(922)- - - \-(922)_ i /� 1g181 AF BP $TORMWATER INLET / (921) \ i-(920)- - - - - - _ - - - - - - - i ' - _ - - - _ _ - _--.r_ 1rVT �rii- -1. ry �• c� -� \ \�b4M1 � _ihl�� iwM1 fM �____ __ \ I / ry0 BP OR DEVICE, TYP 919 OJ 1 � 1 PLAN: SITE RESTORATION PLAN - NORTH AREA 0 20 40 O SCALE N FEET \ m\ I 1 PLE m Vq" MAPLE MATCH LINE - SHEET R-02 v I'` -14 NOTES: 1. SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2. SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION W THEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Pmlec[Of'. Style ASSHOWN BARB PROJECT NO. REPORT WAS PREPARED BY ME OR UNDER MY DIRECT LTC CAMPUS EXPANSION SUPERVISION AND THAT I AM A DULY LICENSED BID BARR ENGINEERING CO. Date 05/11/2020 23/02-1079.00 4 PROFESSIONAL ENGIWEER UNDERTHE LAWS OFTHE CONSTRUCTION - - - - BARR 4300MARKETPOINTEDRIVE Drawn LINO LAKES, MN W STATE OF MINNESOTA. AMW LABORERS TRAINING CENTER CLIENT PROJECT No. PERMITTING W11120 $Ulle 200 PRINTEDNAME - - - - - - - - MINNEAPOLIS,MN55435 Checked LINO LAKES, MN W. ANDREA M. WEDUL MAK SIGNATURE RELEASED A B C 0 1 2 3 MnneapolsetlMnnesota Ph.i-600-832-22]T No. BYomte Designed BARR SITE RESTORATION PLAN "CHKDAT;E REVISION DESCRIPTION Fµ.bar: (952)832-2601 DWG. No. REV. No. DATE o511y202D LICENSE 52234 TO/FOR DATE RELEASED Ph:1_800-632-2211 .ccom R-04 Approved MAK NORTH AREA A CO / / NOTES: / / AC / / / / / / / SHEET R-00 FOR SITE RESTORATION / // T -' ,149.6� / / / / / / / / / / / / / / / NOTES AND KEY TO FEATURES. 2. SEE SHEETR-00 FOR PLANTING AND // ��//�/�/���/��� / // // / 3. SEEDSING HETCR-04DFOR SEED MIX DESIGN. TEE AUNTON YEW � _ / / / _ _ � / TAXUSXMEDIA'TAUTONII' / / 18" ROCK MULCH STRIP, TYP. / / / / / /� / / / / / / / / / / 111.5' / / / LANDSCAPE EDGING AT 7 KARL FOERSTER FEATHER REED GRASS 4 KARL FOERSTER FEATHER REED GRASS LANDSCAPE EDGING AT CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' /� TURF LAWN AREAS, TYP. TURF LAWN AREAS. TYP00 ' 22 TAUNTON YEW 'TA ' c � 4 KARL FOERSTER FEATHER REED GRASS 10 KARL FOERSTER FEATHER REED GRASS —yF 3 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTISXA. 'KARL FOERSTER' — FOUNDATION PLANTING CALAMAGROSTIS XACUTIFLORA'KARL BED, TYP., SEE TAXUS X MEDIA'TAUTONII' e 4 TAUNTON YEW FOERSTER' CALAMAGROSTIS XACUTIFLORA'KARL FOERSTER' (71 TAUNTON YEW TAXUS X MEDIA UTONII' FOUNDATION PLANTING BED, TYP., SEE e -C o TAX US X MEDIA'TAUTONIF R-D6 3 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS XA. 'KARL FOERSTER' 4 TAUNTON YEW ���� y` TAXUSXMEDIA'TAUTONO' PROPOSED BUILDING PROPOSED BUILDING 18"ROCK MULCH STRIP, TYP. �� 3 BAILEY COMPACT AMERICAN CRANBERRYBUSH (PHASE 1) (PHASE 2) 7 KARL FEATHER REED GRASS FOE/XTA. VIBURNUM TRILOBUM'BAILEYCOMPACT F.F.E. = 920.0 NOTES: F.F.E. = 920.0 ' CALAMAGROST'KARL FOERSTER' S 41 PRAIRIE BLAZING STAR "'T� n'. I �/ LIATRIS PYCHNOSTACHYA 1. SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 12.1' 2. SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3. SEE SHEET R-04 FOR SEED MIX DESIGN. 1 PLAN: PLANTING PLAN - NORTHEAST BUILDING AREA 2 PLAN: PLANTING PLAN - SOUTHEAST BUILDING AREA - 0 10 20 SCALE IN FEET z - 0 10 1.1.I SCALE IN FEET 20 Z / NOTES: 3 KARL FOERSTER FEATHER REED GRASS 1. SEE SHEET R-00 FOR SITE RESTORATION i� / CALAMAGROSTIS XACUTIFLORA'KARL FOERSTER' NOTES AND KEY TO FEATURES. 11 PRAIRIE BLAZING STAR 2. SEE SHEET R-00 FOR PLANTING AND / LIATRIS PYCHNOSTACHYA SEEDING SCHEDULES. TAUNTON YEW 3. SEE SHEET R-04 FOR SEED MIX DESIGN. TAXUS X MEDIA'TAUTONl1' PROPOSED BUILDING �// // / AC // / / PROPOSED BUILDING (PHASE 2) // // PHASE F.F.E. = 920.0 FOUNDATION PLANTING F.F.E. = 920.0 BED, TYP., SEE R-O6 AF 9 PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA / / / / 3 KARL FOERSTER FEATHER REED GRASS 9 PRAIRIE BLAZING STAR AC / / / / CALAMAGROSTIS XACUTIFLORA'KARL FOERSTER' 5 KARL FOERSTER FEATHER REED GRASS LIATRIS PYCHNOSTACHYA 8 TAUNTON YEW 11 PRAIRIE BLAZING STAR CALAMAGROSTISXACUTIFLORA'KARL FOERSTER' 5 KARL FOERSTER FEATHER REED GRASS TAXUS X MEDIA'TAUTONII' LIATRISPYCHNOSTACHYA 2 TAUNTON YEW CALAMAGROSTIS XACUTIFLORA'KARL FOERSTER' 9 PRAIRIE BLAZING STAR TAXUS X MEDIA'TAUTONII' 2 TAUNTON YEW LIATRIS PYCHNOSTACHYA TAXUS X MEDIA 7AUTONII' 40.0' 3 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS XACUT/FLORA'KARL FOERSTER' FOUNDATION PLANTING � 8 TAUNTON YEW a 18"W ROCK MULCH o STRIP, TYP. BED, TYP., SEE 18" ROCK STRIP, TYP. MULCH / TAXUS X MEDIA'TAUTONII' ? " R-06 AF // N ° ° / 46.9' r' AG AG AG / / o o / / / / AG o o I j LANDSCAPE EDGING AT TURF LAWN AREAS, TYP. 4.2' 36 8.5' — — — — — — — — PROTECT SANITARY MANHOLE ///� /j // /�/� / / / ��j ,_ / 7/ // // i PLAN: PLANTING PLAN - WEST BUILDING AREA 0 20 0 ISSUED FOR PERMITTING � O NOT FOR CONSTRUCTION SCALE SCALE IN FEET HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Project Once: Scale ASSHOWN BARB PROJECT NO. REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL TATEOFMIUNDER THE LAWS OFTHE STATE OF MINNESOTA. BARB ENGINEERING CO. BARR 4300 MARKETPOINTE DRIVE $UIIB 200 - MINNEAPOLIS, MN 55435 CoryoraleHeatlquarters: Ph:1-800.832-22]1 Minneapolis, Minnesota F. (952)832-2601 Ph:1-800-632-2211 wwwbarr.com LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN 23/02-1079.00 BID Daie OS/11/2020 CONSTRUCTION PERMITTING 05/11120 - - - - - - - Drawn AMW CLIENT PROJECT No. PRINTED NAME ANDREA M. WEDUL Checked MAK PLANTING PLANS PROPOSED BUILDING AREA SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Daaignad BARR DWG. No. R-05 REV. No. A NO. BY CHK.APP. DATE REVISION DESCRIPTION DATE 05/112020 LICENSE a 52234 DATE RELEASED Approved MAK NOTES: 1. PROVIDE PROTECTION AND STAKING AS SHOWN ON THE DRAWINGS AND PLANTING SCHEDULE. 2. COORDINATE WORK WITH OTHER WORK UNDER THIS CONTRACT TO AVOID UNDERGROUND CONFLICTS. 3. SEE CIVIL PLANS FOR ALL UTILITY LOCATIONS. 4. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO INSTALLING TREES IN ISLANDS. TREE PER PLAN AND PLANTING SCHEDULE MULCH, SEE 10 R-06 SEEDING OR SODDING, PER PLAN BACKFILL PLANTING SOIL CONC. CURB AND GUTTER, TYP., SEE CIVIL BITUMINOUS PAVING AND AGGREGATE BASE, TYP., SEE CIVIL PREPARED SUBGRADE 1 SECTION: TREE PLANTING AT RAISED DRIVE ISLAND NOT TO SCALE UID DBH (IN.) TYPE/SPECIES COMMENTS SHRUBS 00001 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00002 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00003 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00004 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00005 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00006 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00007 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00008 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00009 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK 00010 N/A ARBORVITAE IN EXIST. STORM POND AREA OVERGROWN ONTO SIDEWALK TREES 00011 15 MAPLE AT NO. PROPERTY NEAR PAVEMENT EXPANSION 00012 18 ASH AT NO. PROPERTY NEAR PAVEMENT EXPANSION 00013 18 ASH AT NO. PROPERTY NEAR PAVEMENT EXPANSION 00014 11 ASH AT NO. PROPERTY NEAR PAVEMENT EXPANSION 00015 11 PINE/SPRUCE NEAR NO. WETLAND AT NEW BUILDING AREA 00016 11 PINE/SPRUCE NEAR NO. WETLAND AT NEW BUILDING AREA 00017 12 PINE/SPRUCE NEAR NO. WETLAND AT NEW BUILDING AREA 00018 21 MAPLE NEAR NO. WETLAND AT NEW BUILDING AREA 00019 11 1 ASH W PROPERTY LINE NEAR INFILTRATION BASIN AND NEW CURB 00020 4 MAPLE NEAR EXIST. STORM POND 00021 6 MAPLE NEAR EXIST. STORM POND 00022 8 ASH NEAR EXIST. STORM POND 00023 8 ASH NEAR EXIST. STORM POND 00024 8 ASH NEAR EXIST. STORM POND 00025 12 PINE/SPRUCE NEAR EXIST. STORM POND 00026 4 MAPLE NEAR EXIST. STORM POND 00027 6 PINE/SPRUCE NEAR EXIST. STORM POND 00028 6 MAPLE NEAR EXIST. STORM POND 00029 8 PINE/SPRUCE NEAR EXIST. STORM POND 00030 5 PINE/SPRUCE NEAR EXIST. STORM POND 00031 5 PINE/SPRUCE j NEAR EXIST. STORM POND 00032 7 PINE/SPRUCE NEAR EXIST. STORM POND 00033 6 ASH NEAR EXIST. STORM POND 221 TOTAL REMOVAL DBH INCHES 2 SCHEDULE OF EXISTING TREE REMOVALS NOT TO SCALE CANOPY COVERAGE STANDARDS Measured 83,303 SF vehicular hardscape (including concrete curb and gutters, bituminous drives, vehicular concrete, and other vehicular access areas to buildings and site Required Canopy Coverage = 83.303 SF x (0.40) = 33,322 S Interior Within less T-12' from �: parking lot than 7' of vehicular vLLi P Planting Location islands vehicular hardscape (for new trees) hardscape edge d edge o z Assigned Canopy 100%of the 50%of the 25%of the �c Coverage Value canopy square canopy canopy footage square square footage footage a o w 3 52 4 35,250 SF v Large Trees 950 SF 600 SF 300 SF a :- Medium Trees 0 6 0 1,500 SF � a 500 SF 250 SF 125 SF v a i Small Trees 0 0 0 250 SF 125 SF NA or Existing 0 2 0 1,900 SF Trees: 6-12"DBH 1900 SF 950 SF NA Existing 0 0 0 Trees: 2850 SF 1425 SF NA 12+" DBH TOTAL CANOPY COVERAGE PROVIDED IN PLAN 38,650 SF FOUNDATION PLANTINGS STANDARDS Measured 440 LF building foundation at North and East frontage on Main Street and Victor Path at completion of Phase 2 buildout = 0 LF/300 LF =4.4 REQUIRED TREES AND SHRUBS FOR LTC BUILDING SITE SITE LOCATION TREES SHRUBS Along Front and Public/Private 2 large trees x 4.40=8.80=9 6 large shrubs x 4.40=26.40= Streets large trees req'd 27 large shrubs req'd Smaller Plant Alternate 3 medium trees x 4.40 = 13.20 9 medium shrubs x 4.40 = Substitution =14 medium trees 39.60=40 medium shrubs <OR> <OR> 4 small trees x 4.40=17.60= 18 small shrubs x 4.40=79.20= 18 small trees 80 small shrubs PROVIDED:9 LARGE TREES, 3 LARGE SHRUBS, 50 MEDIUM SHRUB OPEN AREA LANDSCAPE STANDARDS (including all other areas disturbed as part of the common plan of development including stormwater management areas, medians, other disturbed areas, etc.) NOTE: Only areas above the normal water level shall be included in the calculation, existing trees may be used to fulfill Open Area Standards per S1007.043(17)(f) TOTAL OPEN AREA = 70,293 SF / 2000 SF = 35. REQUIRED TREES AND SHRUBS FOR LTC BUILDING SITE SITE LOCATION TREES SHRUBS All open space areas, as defined 1 large trees x 35.1= 35.1= 3 large shrubs x 35.1=105.3 = by grading/disturbance limits 36 large trees 106 large shrubs Smaller Plant Alternate 1.5 medium trees x 35.1= 4.5 medium shrubs x 35.1= Substitution 52.7=53 medium trees 158.0= 158 medium shrubs <OR> <OR> 2 small trees x 35.1=70.2= 6 small shrubs x 35.1=210.6- 71 small trees 211 small shrubs 3 REGULATORY REQUIREMENT CALCULATIONS NOT TO SCALE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION rt REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL TATEOFMITHELAWSOFTHE STATE OF MINNE UNDER TH IU BID Proiec[Offce: BARR ENGINEERING CO. BARR 4300MARKETPOINTEDRIVE Suite 200 - MINNEAPOLIS, MN 55435 CoryoraleHeatlquartes: Ph:1-800-632-2277 Minneapolis, Minnesota F. (952)832-2801 Ph:vaoo-eat-z2n www.6arr.com Jwle Date AS SHOWN 05/11/2020 TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN bHKK YKVJtV l N0. 23/02-1079.00 CONSTRUCTION PERMITTING W110 - - - - - - - - DrawnLABORERS AMW CLIENT PROJECT No. PRINTED NAME ANDREA M. WEDUL Checked MAK SITE RESTORATION SECTIONS AND DETAILS SIGNATURE RELEASED TO/FOR A B C 0 1 2 3 Designed BARR DWG. No. R-07 REV. No. A NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE osrlvzozo LICENSE 52234 DATE RELEASED Approved MAK E LIGHT FIXTURE SCHEDULE TYPE A _�THON:A KAD LED 60C 530 40K R3 MVOLT SPD12 (2 FIXTURES AT 180 DEGREES) L THON A SSA 25 61 DM28 VD TYPE B _�THON:A KAD LED 60C 530 40K IRS MVOLT SPD12 L THON A SSA 25 6J DM1 9 VD TYPE C L!THON:A KAD LED 40C 530 40K R3 MVOLT SPD12 HS L THON A SSA 25 6J DMj 9 VD NOTES: 1 ALL FIXTURES MOUNTED ON 25-FOOT TALL POLES. 2� SEE DETAIL 1/12-02 FOR POLE BASE INSTALLATION. FOOTCANDLE STATISTICS AREA AVG MAX MIN MAXIMIN AVG/MIN ACCESS ROAD 0.9 FC 1.9 FC 0.1 FC 19.0 9.0 EAST PROPERTY LINE 0.0 FC 0.7 PC 0.0 FC N/A N/A NORTH PROPERTY LINE 0.2 FC 0.9 PC 0.0 FC N/A N/A PARKING LOT 1.2 FC 3.7 FC 0.4 FC 9.3 3.0 SOUTH PROPERTY NE 0.0 FC 0.0 PC 0.0 FC NIA N/A WEST PROPERTY LINE 0.2 FC 0.4 FC 0.0 FC N/A N/A TYPE LIGHT FIXTURE J-11 1 1: L Li 1 :1 J ol I is 1: L L lll:oI I I I- t. I " j J L I.- I,- I J I I 1­11"ll. '71 1 1, LIGHT FIXTURE TYPE'B'LIGHT FIXTURE FIELD CONFIRM ORIGIN OF EXISTING EXTERIOR LIGHTING TYPE'B'LIGHT FIXTURE CIRCUIT, VERIFY CAPACITY. A RE -USE FOR NEW CIRCUIT 208V SINGLE PHASE ASSUMED IF NOT, CONTACT ENGINEER. oil 1. 1. 0 .A TYPEW LIGHT FIXTURE EXISTING - I I , C z BUILDING TYPE'B'LIGHT FIXTURE /0- z Q) TYPE'B'LIGHT FIXTURE 2#10, 1#10G IN 1" PVC TYPICAL THROUGHOUT as as 7 7 7 7 77=7 7,—, 77-- 7 �77 7. 7. 7,7,77=7 7,—, 77=7 7 •7 �77 7 7, —77 7,7, 1-1, 1, 7,7� le TYPE'B'LIGHT FIXTURE PLAN- PHOTOMETRIC 0 50 1000 SCALE IN FEET ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ...... REPORT WAS PREPAREDBYMEO DIRECT UNDER SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11_11N I BID — — — — — — Pmject Office. BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE BARR Suite 200 MINNEAPOLIS, MN 55435 orpomte Headquarters: Ph: 1-800-632-2277 Minneapolis, Minnesota Fax: (952) 832-2601 Ph: 1-800-632-2277 —bar— .. I. Dale As 05/1112020 'BORERS TRAINING CENTER L/ At5k LINO LAKES, MIN LTC CAMPUS EXPANSION LINO LAKES, MN ­R ­Uill I NO. 23/02- 079.00 CONSTRUCTION 7ERMITTING — S11/2�0 — — — — — — — — — — — — D.— CAF CLIENT PROJECT No. PRINTED NAME Checked MEZ PHOTOMETRIC PLAN P7 CAF MEZ C 05/111202C ISSUED FOR PERMITTING, NOT FOR CONSTRUETION SIGNATURE . . . . RELEASED TO/FOR D.eign" BARR DWG. No. E-01 REV- No. A No. BY CHK. DATE REVISION DESCRIPTION DATE LCENFE # DATE RELEASED Approved MEZ SUMMARY OF SQUARE FOOTAGE BY USE: WORKING BAYS 16,524 SF SHOP AREA 3,386 SF CLASSROOMS ----------- 3,360 SF OFFICES ------------------- 2,188 SF AUDITORIUM ------------- 2,480 SF STORAGE ------------------ 592 SF TOILET ROOMS ---------- 1,276 SF UTILITY ROOMS ---------- 368 SF HALLWAYS 4,464 SF GROSS SQUARE FOOTAGE OF ENTIRE BUILDING: 37,284 SF (24,977 SF PHASE ONE & 12,307 SF PHASE TWO) n n ELF E.W.C. CORRIDOR F.F.E. E.W.C. CORRIDOR F.F.E. CORRIDOR 920'-0" 920'-0" JAN WATER WOMEN OFFICE OFFICE CLASSROOM CLASSROOM SERVIC 168 SF WOMEN HALL MEN OFFICE CLASSROOM CLASSROOM OFFICE STORAGE HALL OFFICE CLASSROOM 1 CLASSROOM OFFICE HALL 240 SF 240 SF 1120 SF (¢OTH 240 SF 120 SF (I OTH 240 SF 592 SF 240 SF 1920 SF OTH 240 SF (� MEN CLASSROOMS) CLASSRO MS) CLASSROOMS) F.F.E. JA 50 SF 920'-0" E.W.C. HALL E.W.C. HALL 100 SEAT 2480 SF 6'-0" WIDE CONC. 6'-0" WIDE CONC. 6'-0" WIDE CONC. AUDITORIUM STAIR TO SLAB AT HALL OFFICE OFFICE HALL SLAB AT STAIR TO HALL OFFICE OFFICE HALL SLAB AT STAIR TO ®� ®� PERIMETER MEZZANINE 187 SF 167 SF PERIMETER MEZZANINE 187 SF 167 SF PERIMETER MEZZANINE c OF BAY OF BAY OF BAY WORKING WORKING WORKING SHOP AREA SHOP AREA BAY 1693 SF BAY 1693 SF BAY 5508 SF 5508 SF 5508 SF GRAVEL GRAVEL GRAVEL FLOOR FLOOR FLOOR F.F.E. �920' F.E. F.F.E. 920'-0" 920-0" 12' HIGH PLATFORM L - - - L 40'-0" 40'-0" 42'-8" i� 70'-0" ii�� 70'-0" H 70'-0" NOTE: THIS BUILDING WILL BE FULLY SPRINKLERED 222'-8" (PHASE ONE) 110'-0" (PHASE TWO) n FLOOR PLAN n Wm* SCALE: 1/16" = 1'-O" NORTH 0 4' 8' 16' GRAPHIC SCALE LABORERS TRAINING CENTER CAMPUS EXPANSION DATE: 5-11-2020 LINO LAKES, MN SUMMARY OF SQUARE FOOTAGE BY USE: MEZZANINES - 2,238 SF MECH.------------------ 822 SF 222'-8" (PHASE ONE) 1.110'-0" (PHASE TWO) NOTE: THIS BUILDING WILL BE FULLY SPRINKLERED n MEZZANINE PLAN SCALE: 1/16" = 1'-0" NORTH LABORERS TRAINING CENTER CAMPUS EXPANSION LINO LAKES, MN 0 4' 8' 16' GRAPHIC SCALE DATE: 5-11-2020 FLi ARCHITECTURE ADVANTAGE 2715 Piedmont Avenue - Duluth, Minnesota 55811 Phone: 218.724.5568 EMail: info@amhitectureadvantage.com 278 E. 7th Street - St. Paul, Minnesota 55101 Certified MN -Woman Owned Business Phone: 651.224.4831 Email: info@architectureadvantage.com Sheet No. PREFINISHED METAL - LOUVERS (3) -BROWN WALL MOUNTED LED — LIGHT FIXTURE -TYPICAL REDDISH BROWN ROCKFACE CMU LIGHT BEIGE ROCKFACE CMU ACCENT BANDS & SILLS -TYPICAL PERCENTAGE OF MATERIALS ON NORTH ELEVATION: ROCKFACE CMU---------------------------------- 44.8% METAL ROOFING & COPING ------------------ 46.7% ALUMINUM ENTRY DOORS & WINDOWS --- 2.0% GLASS-------------------------------------------------- 5.1 % LOUVERS ---------------------------------------------- 1.4% On nC1 CLEAR ANODIZED ALUMINUM WINDOWS -TYPICAL CLEAR ANODIZED ALUMINUM STOREFRONT DOORS NORTH ELEVATION PEAK OF ROOF ELEV. 952'-8" CREAM PREFINISHED METAL STANDING SEAM ROOF T.O. CMU N ELEV. 934'-8" c) —CREAM PREFINISHED METAL FASCIA/ COPING T.O. FLOOR SLAB mIIcVARykeall PERCENTAGE OF MATERIALS ON SOUTH ELEVATION: ROCKFACE CMU---------------------------------- 55.3% METAL ROOFING & COPING ------------------ 40.0% ALUMINUM ENTRY DOORS & WINDOWS --- 0.9% GLASS-------------------------------------------------- 2.4% LOUVERS ---------------------------------------------- 1.4 % CREAM PREFINISHED METAL STANDING SEAM ROOF PREFINISHED METAL - LOUVERS (3) -BROWN WALL MOUNTED LED — LIGHT FIXTURE -TYPICAL REDDISH BROWN ROCKFACE CMU —­` LIGHT BEIGE ROCKFACE CMU ACCENT BANDS & SILLS -TYPICAL PERCENTAGE OF MATERIALS ON WEST ELEVATION: ROCKFACE CMU---------------------------------- 58.5% METAL ROOFING & COPING ------------------ 30.5% ALUMINUM ENTRY DOORS & WINDOWS --- 0.4% GLASS -------------------------------------------------- 1.5% STEEL OVERHEAD DOORS --------------------- 7.2% HOLLOW METAL DOORS & FRAMES -------- 1.9% r� r--_9 r- ElH nn CLEAR ANODIZED ALUMINUM WINDOWS -TYPICAL— CLEAR ANODIZED ALUMINUM STOREFRONT DOORS SOUTH ELEVATION PHASE ONE I PHASE TWO CREAM PREFINISHED METAL PEAK OF ROOF _ _ STANDING SEAM ROOF ELEV. 952'-8" 12 CREAM PREFINISHED 3 � CREAM PREFINISHED WALL MOUNTED LED METAL FASCIA/ COPING METAL FASCIA/ COPING LIGHT FIXTURE -TYPICAL REDDISH BROWN -_.— CREAM PREFINISHED REDDISH BROWN ROCKFACE CMU 00 METAL FASCIA/ COPING ROCKFACE CMU CV M 0 0WEI o o c i E-17m ���� 0� i n L 1'.���T.O. FLOOR SLAB i[1 1 ELEV. 9920'-0" 42'-8" 70'-0" 40'-0" 70'-0" 40'-0" 70'-0" REDDISH BROWN ROCKFACE CMU CLEAR ANODIZED ALUMINUM WINDOWS -TYPICAL LIGHT BEIGE ROCKFACE CMU ACCENT BANDS & SILLS CLEAR ANODIZED ALUMINUM STOREFRONT DOOR -TYPICAL CREAM PREFINISHED METAL CANOPY & STEEL COLUMNS WEST ELEVATION PERCENTAGE OF MATERIALS ON EAST ELEVATION: ROCKFACE CMU---------------------------------- 55.2% METAL ROOFING & COPING ------------------ 37.1 % ALUMINUM ENTRY DOORS & WINDOWS --- 1.5% GLASS-------------------------------------------------- 5.7% PHASE TWO HOLLOW METAL DOORS & FRAMES -------- 0.5% PHASE ONE DASHED LINES INDICATE AREA OF MEZZANINE IN WORKING BAY PEAK OF ROOF ELEV. 952'-8" CREAM PREFINISHED METAL FASCIA/ COPING T. T.O. CMU _ N ELEV. 934'-8" 0 MEZZANINE ELEV.933'-6" n n _ T.O. FLOOR SLAB ELEV. 920'-0" PEAK OF ROOF ELEV. 952'-8" 14-1 CREAM PREFINISHED METAL STANDING SEAM ROOF 00 N STEEL OVERHEAD M DOORS (3) -BROWN T.O. FLOOR SLAB amoweWlIffil STEEL PIPE BOLLARDS -YELLOW HOLLOW METAL DOORS & FRAMES (6) -BROWN CREAM PREFINISHED CREAM PREFINISHED METAL METAL STANDING PEAK OF ROOF _ _ _ _ STANDING SEAM ROOF _ _ _ _ SEAM ROOF _ _ PEAK OF ROOF ELEV. 952'-8" 12 ELEV. 952'-8" 3CREAM PREFINISHED REDDISH BROWN METAL FASCIA/ COPING ROCKFACE CMU REDDISH BROWN HOLLOW METAL DOORS & CREAM PREFINISHED oo ROCKFACE CMU FRAMES (2) -BROWN METAL FASCIA/ COPING 00 REDDISH BROWN T.O. CMU M ROCKFACE CMU N WALL MOUNTED ELEV. 934'-8" M LED LIGHT FIXTURE r , '� r■. r-- ����� -- r-- - r- ...... - TYPICAL ;n n n LH7, _n n�na_� Id In n ,n �n I �n ,01 n n L n, n n�n n� Ei n n ,n; O� ,n n T.O. FLOOR SLAB n n T.O. FLOOR SLAB ELEV.920'-0" ELEV.920'-0" REDDISH BROWN ROCKFACE CMU LIGHT BEIGE ROCKFACE CMU ACCENT BANDS & SILLS CLEAR ANODIZED ALUMINUM WINDOWS -TYPICAL -TYPICAL EAST ELEVATION CLEAR ANODIZED ALUMINUM STOREFRONT DOOR EXTERIOR ELEVATIONS SCALE: 1 /16" = 1'-0" LABORERS TRAINING CENTER CAMPUS EXPANSION W)* 0 4' 8' 16' GRAPHIC SCALE DATE: 5-11-2020 LINO LAKES, IVIN ANOKA COUNTY RIGHT OF WAY PLAT NO, 65 ISLAND CONCRETE /1 �7 CONCRETE ROAO'.e ° BR15 C.`SA.H ezl.e (MAINTREE TI „ Im_;Pe.l ° e e FRENCH NO 8 ue COUNTY-so�S'-TWTT£ AJ�HIGH p . y NORTHLINEI a THE ME - -1- _ p, MgiyI9pgp N --BTTI�INOUs f. BIT DMINOU --- _� IMP OF SS 9/B f T. ca - / :.: - - - -,� SAT NO. 65 - - - - - --- - --- O _ _ - 527 69°55.2� E ® , 'c \ .8 •ro„ k-_------ - - ,>Fyvr - - _ T7=A7T0lZfT C� AW - - 'Sl�IO - - - - - - A. v°' r we /' rmF �92/.TS \ EDGE OFiAILs \ x _ sl 33.00 qI ,a s r - --' \ ouu. �Couniv'w OR li' rsv��w >,�p �;� "^� .-lee CDGEDFSATTALIE we ZZ Al _ \ ^`' \ `� TR \ C N0olS e ° ° o \�xT S \\ 1 \ QI I O I' \ lax I LOW AREA \ I \ G R� 11 I 1 � � 111 NH= ( •°jp^ ° 309 CONCRETE Sit I C TNH=92/.7J / '- °.e x o ll ez°.i e . 4t r G °A� ryryo L Z xcs ezasr�r�AN C R A °i Re Yn l a I 1 C leleJ leleJ ,�IIIWI N♦ i85 e e 6/ 4i.0 ` I \ MOST NLT CORNERC \ Cis aNCRETEv p. ° /� m A. ` \ \ I � \ �MO LOT D. Ixv-els.l-x.s °LONG.- 7 ° e EDGE > \ \ VICTOR GARDENS m S s ° °$0" - - - CATTAILS • x2 p., con'c`z° �'N ° j� °IIA r I •Is `r /e vim:°� \ \ � \�s• ` \ I 129 el ezo. eeN r, om /� fir° c R a v E IF \a e.\ N I \\ "� oe n .a e °.ems °\ '\�I 4 G R A sz�o M ���LolN� <;� / eeA. �, ' ezo. eze, •§ � • wsL "��x�.x. i CONCRETE wxB n e \ �i 'o aide // o sirs \\ 1'',sw c, - TNN--w923.56 e � sz /h ♦GOw�� iex d el \ \� \° e W9.e// / �y \y�o CDNC.\y I / ,/ v,ME \ ' , ,W,�„ _.V_. /s a Imo- rOP o D/sci9 .76�R\` \I If /S °Wn.e S fi / \ C ll� _ szas Wal ;;;a ns ( /�/// eatT/// / /99 `-� ' \ Y, \ III "e el,s - „ ., \ ✓ r \\ ♦ B1J's ^ ° B1 YI : GRE55 AND EGRESS 2 el VEVANc EosE1eJNr aR Doc.s Is m12Aeee a a lee . _°,° C� I 15.6 I�alae-x.z - 10� j SIB/ _ ONCRETE -des \\ °�\\I\ a♦� 0-� i C`✓ \ \ ) 0('ro \ Qo`as e° - 6� a�/ ar / ------------------ IRA\- -- ° ens D m e ae •el .I z747 44s GRASS ♦z 80NCRETE cON<. ell I M,M°DS°yes \ �: ae e, h,I ` G R ALE E L EDGE O -- (N • i��IiZ u _ I I I IIII r \ DE NEATE \ ^ \ I e 11 I I e.l WETLANDS . i G R A S S � ele.l sle.s eA V°A I P�I. � EE E♦2 gf �1s �o nn\."; ` I N ON AP3 N \\ ° El � a G AD (, ) _; �� � � �°��. „� °� � � �° •.e� / � � � � ��., ��� �� V elpe I I I III IIII I I � � a \ I�; �4 o CONC ETE / vRASS\ . F v v I epel IIII �I v w IL \ �; � _ \ \ \ :a \\ \ I1 °\\IIII \ `�_�je - III ArTMLG MU. GRAEG \ I11 \ II IIII III g I °I^ -.I e,A LOW AREA EDGE OF MOWED GRASSit w� \ J I I I I III / OPP GdAGI LOWR I / - CO 'RETET, CATTAILS w A '-EDGE-OFGEUVN�EATEU \ v ° APRIL 3, EDGErTALS \AA AA\ I\II I II ��° ,�IIII III II I IIIIIIIII II Ix \ II EDGE F Dq�ED - - - - / /. \ \ � WED A f _ vvyL-_°�� v IMG y3 m / a I ,� AR I j MOWED GRASS/9N - \\ \ f\ E ----- _--�.=--�/-\_ -_ rTAIL6LI DILLE-_LOW AREA ---�4 I`v _ g 4- _ SHER- MATCH LINE DESCRIPTION OF PROPERTY SURVEYED FLOOD 70NE NOTE SEE SHEET 2 OF 2 SHEETS (Per Qult Claim OF Do<. No. 1324428 and Warranty Deed No. 197637.003) I.) The subject property appears to lie within Zone X (Areas determined to be outside the 0.2% East I/2 of the Southeast Quarter of the Northeast Quarter of Section 24, Township 31, Range ual chance floodplain) per the National Flood Insurance Program, Flood Insurance Rate Map 22, a cep, Parcel II, Anoka County Right of Way Plat No. 65. ..... ding to the map or plat Community Panel No. 2700150370f. dated December I6, 2015. This information was obtained from thereof on fla and of record in the office of the Anoka County Recorder and Registrar of Titles. the FEMA Map Service Center web site. AREA TITLE COMMITMENT 848,070 sgaare feet or 19.469 acres This s reey was prepared Wilhoat the bane6t of C rent title work. Easements, opp.rtenan<ea. FLOOR ELEVATIONS LEGEND o6 Denolea overneae door and en umbrances may exist in addition to those ushown hereon. This survey is subject to Denotes it n monument set marked re Wslonc upon receipt of a current title Insurance commitment or This title opinion. ® Denotes door number 0 with P.L.S.o No. 44900 OHE Denotes overhead electric line (P) Denotes per plan I hereby certify, that this survey, plan, or report wa Door NI = 921.04 feet - To of concrete acted, door • Denotes found iron monument PP Denotes power pole preparednbya me or under my direct supA,VAion ands p PVC Denotes 1 hloride that duly Licensed Land Surveyor der the GENERAL NOTES Door Nz = 921.08 feet - Top of die Inside door Payrm cU vipe laws of the slate ar Minnesota. Door El = 920.81 feet - Top of co Crete outside door AGP Denotes above ground pipe RC Denotes ribbon rb Door E2 = 921.02 feet -Top of co Crete outside door q15 Denotes advertisement/information sign RCP Denotes of concrete pipe Dated this 17th day f April, 1.) Survey coordinate basis: Anoka County Coordinate system RO Denotes roof drain y o 2019 Door E3 = 920.98 feet - Top of c Crete outside door BE Denotes DLit Eing entrance SAN Den Otes sanitary manhole on 2.) Wetlands shown hereon are per delineation markers observed in the process of conducting the Door E4 _ 920.97 feet _ Top of concrete outside door BTL Denotes beavertail curb SAN S Denotes sanitary sewer SUNDE LANugf SUjiVEYING, LLC. Door E5 - 918.96 feet Top of concrete outside door CB Denotes catch basin _ __ fieldwork. Markers were set by -__-_-_, 20_u ommuni SMH Denotes storm manhole Door SI = 918.97 feet - Top of file inside door CBX Denotes c cation box ST S Denotes storm s er BY--- - Door WI = 918.97 feet - Top of concrete outside door CMP Denotes corrugated metal pipe Arlee J. Carlson P.L. Minn. Lic. No. 44900 3.) [ ] Bearings and/or dimensions listed Within brackets are per plot or record documents. TC Denotes lop of co Crete curb Door W2 = 921.03 feet -Top of lile Inside door COL Denotes buildlng column TCS Denotes traffic control sign Door W3 = 921.04 feet - Top of c Crete outside door CST Denotes concrete step TRANS Denotes transformer UTILITY NOTES Door W4 = 921.00 feet - Top of concrete outside door CWT Denotes concrete Wo11 top UGC Denotes underground comma ication lino DG Denotes drain grate 0 Added drainage eo ant Doc. no. 1419595 JMD 11/05/2019 BENCHMARKS BM) DIP Denotes tlD<tne it n pipe UGE Denotes Dndergraund ele<m< line 1.) Utility information from plans and markings was Combined with observed evidence of utilities to EM Denotes electric meter W Denotes water line Added wetland ea menu JMD 10/28/2019 (NAVD 88) WMH Denotes water "Inhale �T develop CIA— of the underground utilities shown hereon. However, looking excavation, the exact EMH Denotes electric manhole WV Denotes water valve 1 {' Added delineated Weti.nd. JMD 05/15/2019 location ofvlunder ..d features cannot be accurately, completely and reliably depicted. In addition, FES Denotes flared end section I.) Top of top n t f fire hydrant on the south side of Main WWB Denotes wood wall base Gopher State One Call locate requests from surveyors may be ignored o esult in n omplete rner FH Denotes fire hookup response. r require xc and/or la<prlva a Street, 30% feet east of the art west co of subject Where additional o re detailed information is d. a ovation I d t t FP Denotes flag pole ARE Denotes Arborvitae utility locate request may be ecessary. property FW Denotes face of walk top Elevation = 921.15 feet ASP Denotes Aspen tree G Denotes gutter BOUNDARY, LOCAT/ON, TOPOGRAPHIC 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to GM Denotes gas meter CRAB Denotes Crabapple tree 2.) Top of top not of fire hydrant 90/ feet northwest of the MPL Denotes Maple tree and UTIL/TYSURI/EYFOR: construction or design. y nor orner GRDL Denotes ground light PIN Denotes Pine tree net w<sled tnwoet < of z3so Mum street GW Denotes guy wire LABORERS TRAINING CENTER Builtlin HCR Denotes disabled ramp SPR Denotes Spruce tree 3.) So"e underground atmty to..Bons or, shaven Is marked anaite by those Dtluty Ohl Whose Ele.tion = 921.73 feet TR Denotes ae<iauaDe o-ee 2350MAINSTREET, LINO LAKES, MN locators responded to our Gopher Stale One Call, ticket number 190981308. TICS Denotes disabled sign HHC Denotes communication hand hole - Denotes wetland flu as delina fed SUNDE sin 3.) Top of top not of fire hydrant on the west side of 2350 THE Denotes electric hand hole _ flags 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise oP.1te location of Main Street Building, west of the middle west entan<e. HYD Denotes fire hydrant by Barr Engineering on May 10, 2019. ax r..e..y suwi. m5 Ile utilities prior to any excavation. Elevation = 923.56 feet INV Denotes structure invert 30 0 30 60 LA"S17WBYQYG ssz-eat-z♦55 (i°:' esz-sans-a1. szei 4. To of nut on metal disc slam d 877 ReIL-NET flush LA Denotes landscaping GAG_ nae.wm a p pe ( ) LP Denotes Ilght pole ,®ctz -wz With the ground 176'/- feet northeast of the southeast MG Denotes metal grate SCALE IN FEET pa1i /10/9 of 2350 Main Street Building. MOWELL Denotes monitoring well ^snv:3/ Fon9e: 21 Sect/on:2+ Sheaf Elevotion 921L78 �1e: 10/903100/-kl.dwg Of 2 L0' EASEMENT588°55'S4"W QED( -- \ / � I I i �� III PDND S— WATER ELEV-906,5 ON APRIL 3, 20 S THE EAST THESE "Ems\. 01 I.S NE 1/S T, "Al" EPOEWOEFTL.�I. A—TE. 4/ 66287 M. LEGEND I-oo I-T.—lint lot marked OD Denotes Mott:: oyohho.ddoor 0 With P.L.S. No 4,t900 H P) D d line D:,.tl: "I P111 0 Denotesfound — monument PP Denotes I.— pole D:-t:: p'IyyiPy,hIo,id. pipe AGP D:l:: above,1L1d ,,, PC Denotes bb.o curb, AS Denotes odi..—M/io'o_.NoP�i" RCP Denotes reinforced �....to pip, BE D,P.t.. building PC DenotesdiI eTL C D.P.tl. beavertail —b Denotes catch basin SAN SAN S Denotessanatory Denotes sanitary C x Denotes < cation boxSMH Denotes_:t,,�, manhole CIMP DenotesDenotes —,.gatld metalP,pe ST S Dto, sewer COL Denotes building column TC �,p of -- to curb b CST 1:t::l:t:1tlp TCS Denotes �ffic control sign Cw 0P.co Crete wall top TRANS UGC De,.,_ t�P.f.—A, Denotes line 0G 0,.tdrain grate LEE underground D.P..t�cIn. DIP EM Denotesd tillI.. pipe DlP.tlA liecw� meter W LPd.L'd _ Denotes water ' EM- 1:t:: electric manhole MH Denotes manhole FES D—flared lId�ti.o WV D—t.s lot., yoNl PH Denotes fire hookup ww8 Denotes wood w.11 base/V FP Denotes flag P.I. ARB Denotes Arborvitae -Z FW I - walk top DlP.t:: face of ASP Denotes Aspen t,.A G Denotes gutter CRAB Do-�Crabapple t— M Denotes S" Denotes MPL : D�M.PI. treeOREL SW'otg?y-'re ground Denotes disabled p PIN SPR D:,l:: P,, treece �.tI,,oto Dated this 17th d.f ATCR pdl, 2019 H CS D:i= disabled I TR D deciduous t'.l HHO 0 11 co—i,icolioo hand hole Denotes wetland 11,g, - d,li.,t,d Certified b THE H 'D Denoteselectric h.Pd hole DlP.t.. fire hydrant b S_ Engineering May 10, 2019. INV Mot:: structure invert --1- LA Dlandscaping Zc-PIT g d,�iZ,l ,,—,nt Do, no, 1111111JMD II/OS/2019 LP MG Denotes Igt I Denotes metal grate j�ddA Added ,leasements jjAdd'd 2MD NEWELL Denotes monitoring well Td delineated AtIc,dy 'ND 110/28/2012 05/15/20 of- 1— ((SUNDEd 30 ZJ` L4NDSURVEYING NI—SI-1 R- 30 60 A.-l—Ull) "M%mmi SCALE IN FEET WA /N 8 TREE T) COUNTY STATE AID HIGHWAY NO. 14 ANOKA COUNTY HWY RIGHT OF WAY l A T NO BS NORTH LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 24 PARCEL I I —ANOKA CO. I HWY. R/W PLAT NO. 65 N88022'05T I -- 6/2.00 ---- \ � MOST SOUTH RLY LINE \/�3 OF PARCEL I ANOKA ! CO. HIGHWAY /W \ PLAT NO. 65 \ �F �9 1° J \ C\ I e \�IJ l^ � O LIJ O J <a PORTION OF ELMCREST - �'!) AVENUE TO BE VACATED LIJ �^ CONTAINS 7,887 SQUARE FEET OR 0.181 ACRES LI C� J �N cL.I � �J L U w(n� C LJJ L, = H O ~ J ) Li 0 � O L I I J w w LJJ Z Z Ld ,J J L' Lit F— O H Lf)o LLI � M O P 20 �N �� cWno Q� Wp N jN �, O 4 p= = .av �o ~C �W Q� ,Q Q� O 2019-032 T.31, R.22, S.24 2019032002—street vacation.dwg JMD STREET VACATION EXHIBIT FOR: LABORERS TRAINING CENTER �9�cNcy No & � ' 0 "E 1)89 °55 22'E - 33. 00 ROPOSED DESCRIPTION OF STREET VACATION The east 33.00 feet of that part of the East 1/2 of the Southeast Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, Anoka County, Minnesota, lying south of a line drawn parallel with and 161.00 feet south of, as measured at a right angle to, the most southerly line of Parcel 11, Anoka County Right of Way Plat No. 65, according to the map or plat thereof on file and of record in the office of the Anoka County Recorder and Registrar of Titles and lying north of a line drawn parallel with and 400.00 feet south of, as measured at a right angle to, said most southerly line of Parcel 11. C \ \ /s\ INGRESS AND EGRESS \ems EASEMENT PER DOC. \ NO. 1879078 \ \ ( � N — 0 N Ld Ld V)U) Ld Li = O 3 0Ld Ld z 1� z ` , J LiJ o� (n 0 w0 0 40 80 SCALE IN FEET I hereby certify that this sketch, 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. Dated this 7th day of May, 2020 SUNDE LAN SU VEYING, LLC. Arlee J. Carlson P.L. Minn. Lic. No. 44900 SUNDE 9001 East Bloomington Freeway (35W) Suite 118 Bloomington, Minnesota 55420-3435 952-881-2455 (Fax: 952-888-9526) LAND SURVEYING www.sunde.com PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: June 10, 2020 REQUEST: Lyngblomsten at Lino Lakes Addition PUD Final Plan/Final Plat CASE NUMBER: PF2019-005 FP2019-006 APPLICANT: Lyngblomsten at Lino Lakes, LLC Attn: Jeff Heinecke 1415 Almond Avenue St. Paul, MN 55108 OWNER: Same REVIEW DEADLINE: Complete Application Date: May 18, 2020 60-Day Review Deadline: July 17, 2020 120-Day Review Deadline: September 15, 2020 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: June 10, 2020 Tentative City Council Work Session: July 6, 2020 Tentative City Council Meeting: July 13, 2020 BACKGROUND The applicant, Lyngblomsten at Lino Lakes, LLC has submitted a land use application for PUD Final Plan/Final Plat for development of Phase 1, the senior living community. Future PUD Final Plans/Final Plats will be required for development of the future commercial phases. This staff report is based on the following submittals: 1 • Revised PUD Development Stage Plan/Preliminary Plat Submittal (78 plan sheets) prepared by Wold Architects & Engineers, Loucks and AJA, Inc. received May 11, 2020 • Sub -Slab Drainage System Design Report prepared by Braun Intertec dated October 11, 2019 • 49 & J Road Concept Layout prepared by SEH dated May 8, 2020 • Revised Storm Water Management Report, prepared by Anderson -Johnson Associates dated May 8, 2020 • Design Guidelines prepared by Wold Architects & Engineers received on May 11, 2020 • PUD Final Plan/Final Plat Submittal (78 plan sheets) prepared by Wold, Loucks and AJA, Inc. received May 11, 2020 Previous Council Action • August 6, 2018: Council review of PUD Concept Plan • April 8, 2019: Ordinance No. 07-19 Rezoning Property from GB, General Business to PUD, Planned Unit Development o Details permitted, accessory, conditional and administrative uses specific to the 20 acre site • April 8, 2019: Resolution No. 19-42 Approving PUD Development Stage Plan/Preliminary Plat o Establishes development's framework in regards to lot and yard requirements, height regulations, impervious surface and design guidelines • May 11, 2020: Resolution No. 20-44 approving PUD Development Stage Plan Amendment #1-Site Plan and Grading & Drainage Plan BACKGROUND This staff report provides a comparison of the approved PUD Development Stage Plan/Preliminary Plat and the PUD Final Plan/Final Plat. Changes in the plans are either narratively described or shown as str4kethfough. Overall, the PUD Final Plan/Final Plat is consistent with the PUD Development Stage Plan/Preliminary Plat. General Site Plan Overview Lyngblomsten is proposing a -3 4 phased approach to redevelopment of 6 7 parcels totaling 20 acres located in the northwest quadrant of CSAH49 (Hodgson Road) and CR J (Ash Street). • Phase 1 is the senior living community consisting of the following housing options: Development Stage Plan April 2019) Final Plan (May 2020) Difference # Units # Units # Units Cottage Homes 20 20 0 Senior Living Campus • Independent Living 100 96 -4 • Assisted -Living 50 35 -15 • Skilled Care 48 56 +8 • Memory Care 0 16 +16 TOTAL 218 A 23 The market rate cottage homes are 44, N sf 1,480 sf single level homes with 2 bedrooms and an attached 2 V x 2 V 20' 10" x 20' 10" garage. The houses include a 6 ft deep porch across the front of the house and a 10' x 10' patio in the rear. The senior living community independent and assisted -living units are market -rate and mid -range in price with a variety of 1- and 2-bedroom units and heated underground parking. Through final design, the number of units shifted between uses. Memory care units are now incorporated into the Assisted Living wing. The Skilled Nursing Facility is now referred to as Skilled Care and will be constructed in a future phase of development. As approved by Resolution No. 20-44, the clubhouse and associated parking lot have been omitted from the original plans in order to provide additional stormwater management. The amenities proposed with the clubhouse have now been incorporated into the Town Center of the main senior living building. The size of the Town Center has increased from 10,200 sf to 18,185 sf to accommodate the amenities. • Phase 2 is a stand-alone 6,000 sf restaurant with outdoor patio • Phase 3 is future commercial development • Phase 4 is the skilled care wing The senior living community and restaurant are located on one existing 17 acre parcel. The future commercial development will be a redevelopment of the remaining -5 6 parcels (3 acres) which is currently occupied by an insurance business, vacant liquor store and recently demolished 49 Club. The development order of the future phases may vary. The development is accessed from CSAH 49 (Hodgson Road) and CR J (Ash Street) via an internal public road and two private roads. Zoning, Land Use and Density Current Zoning GB, General Bttsiness PUD, Planned Unit Development Current Land Use Rural Residential and Commercial Mixed Use (Master Planning Study- 2030 Future Land Use Hodgson Road and CR J) Density = 8-15 units per acre Proposed 2040 Future Signature Gateway District Land Use Density = 8-10 units per acre Utility Staging Area Stage IA (2008-2015) Per the 2030 Comprehensive Plan, the site is guided mixed use and per the proposed 2040 Comprehensive Plan, it is guided Signature Gateway. The parcels have been rezoned to PUD, Planned Unit Development in order to implement the Master Planning Study -Hodgson Road & CR J. The Master Plan covers approximately 60 acres of land on both the west and east sides of CSAH 49 (Hodgson Road). The Comprehensive Plan states that all development in the area must be consistent with the Master Plan. It assumed that approximately half of the 60 acre area would develop with residential uses at approximately 10 units per acre overall. The Comprehensive Plan identifies a density range from 8 to 15 units per acre for the Mixed Use District portion. The proposed development would have a net density of 946 8.09 units per acre on site, which is consistent with both the Comprehensive Plan and Master Plan. Dev Stage Plan Final Plan Gross Area (acres) 20.47 21.02 Wetlands & Water Bodies (0.28) (0.28) Public Parks & Open Space 0.00 0.00 Arterial ROW (1.79) (1.83) Other (Utility Transmission Easement) 0.00 0.00 Other (Wetland Buffer Area) (0.24) (0.24) Net Area (acres) 18.16 18.67 # of Units' 170 151 Gross Density (units/acre) 8.30 7.18 Net Density (units/acrel 9.36 AL 8.09 'Per Met Council, skilled nursing facilities/units are not counted toward a community's net residential density. 218 tot' uni-ts-AQ- 170 un-i-tig. 223 total units— 56 SC-16 MC = 151 units al Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North R, Rural Rural Residential Urban Reserve South Commercial Commercial Commercial (City of Shoreview) (City of Shoreview) (City of Shoreview) East GeneralJBusiness Commercial Mixed Use West R-IX, Single Single Family Low Density Family Executive Residential Residential Master Planning Study -Hodgson Road & CR J The development of this property is guided by the Master Planning Study -Hodgson Road & CR J ("Master Plan"), which was approved by the City Council in 2007 via Resolution No. 07-21. The Master Plan anticipated a mix of residential and commercial uses on the site, specifically noting that the mixed use district "would allow for, though not mandate, the inclusion of residential units, possibly in multi -story buildings. This would provide customers for the commercial development, and the commercial services would be convenient to the residents." The Master Plan had four objectives: 1. Identify appropriate land uses (present and future) in the study area. 2. Plan for road improvements to provide good access and circulation. 3. Identify routing & phasing solutions for utilities to facilitate future development. 4. Plan for redevelopment while recognizing existing businesses. The Master Plan identifies planning and redevelopment requirements related to site configuration, transportation and access, trails and open space, municipal utilities, site design and urban form and stormwater management that should be incorporated into proposed developments. These requirements are detailed below. Planning and Development Requirements (The following bullets and italicized text are requirements of the Master Plan. Staff comments follow in regular text.) General • This Master Plan is to be incorporated into the Lino Lakes Comprehensive Plan with an amendment of the Comprehensive Plan. This includes amendments to the Proposed Land Use Map: the area east of Hodgson Road should be designated Mixed Use instead of Commercial. Minor inconsistencies in the Proposed Land Use 5 Map should be corrected as well, and zoning amendments should follow if and when appropriate. The Master Plan was adopted as part of the 2030 Comprehensive Plan and will also be incorporated into the 2040 Comprehensive Plan. • Rezoning as part of new development applications will be examined for consistency with the Comprehensive Plan and this 49/JMaster Plan. Per Ordinance No. 07-19, the site was rezoned from GB, General Business to PUD, Planned Unit Development in order to implement the Master Plan. • The Master Plan is the guiding plan for development in the area. The Master Plan is intended to show a general land use arrangement with some specific design elements. The individual site layouts and uses are to be determined as part of the development review process, but should be based on the Master Plan, including specific elements noted below. The Master Plan generally envisions townhome housing on the north and west portions of the site with a mix of residential and commercial uses on southern portions of the site. The Master Plan notes that "individual site layouts and uses are to be determined as part of the development review process." The proposed Lyngblomsten senior living community proposes 20 cottage homes on the north end and a senior living campus on the eastern edge along CSAH 49 (Hodgson Road). Commercial development on the southern portion of the site includes a restaurant and future commercial pad that will be built out in the future. Additionally, this type of senior living campus does serve as an employment center for the staff. The City has previously treated assisted living facilities as commercial uses in both the Legacy development (Lino Lakes Assisted Living) and with Gracewood Assisted Living. • Tax increment financing and tax abatement on qualifying properties should be considered potential tools for implementing the Master Plan. The applicant has been approved for tax incremental financing to assist with the development of this project. Overall, the PUD Final Plan is consistent with the general goals of the Master Plan. Transportation and Access • Accesses to Hodgson Road and Co. Rd. J are to be located at the points indicated on the Master Plan. no The City of Lino Lakes, the City of Shoreview, Anoka County and Ramsey County have been working together the with the applicant for the past 2+ years on right-of-way acquisition, access points and intersection improvements. Lyngblomsten hired SEH to prepare an Intersection Analysis and Alternatives report for the entire CSAH 49 (Hodgson Road) and CR J (Ash Street) intersection and preliminary concept plans provide for additional turn lanes to mitigate traffic. Both roads are County roads and ultimately fall under their jurisdiction. o There is to be one full access on Hodgson Road, located 990± ft north of the CR J intersection (approx. 330 ft south of the northern edge of the study area). This access is to be centered on the property line east of Hodgson at this location. No other new permanent accesses are to be allowed. As development occurs, the City will work toward eliminating all other accesses along Hodgson. Access to Hodgson Road is proposed at two locations: a full movement access approximately 1000 ft north of CR J that is consistent with the Master Plan and a right- in/right-out access approximately 440 ft north of CR J. This second access will improve circulation and accessibility to the site and is recommended by staff. The north access has a southbound 12 ft wide right turn lane, a 12 ft wide thru lane and a varying width left turn striped median that provides access to 6064 & 6074 Hodgson Road (Rock Gardens). Northbound lanes include a 12 ft left turn lane, 12 ft wide thru lane and the existing right turn paved shoulder. The south access is Right In/Right Out only. It has a southbound 13 ft wide right turn lane, a 12 ft wide thru lane and 12 ft wide left turn striped median that provides access to 6020 & 6034 Hodgson Road (Bob's Auto Ranch). Northbound lanes include a 12 ft wide thru lane and existing right turn paved shoulder. o West of Hodgson Rd., there is to be one access onto CR J, located as far west as possible from the Hodgson/CR J intersection. This new access is to be constructed as right in/right out only. This will be a driveway into the development site, and there will be access easements on that site to provide access to, from, and through property to the north, leading to the full access on Hodgson. No other new accesses are to be allowed. The City will work toward eliminating all other accesses along CR J. As supported by Resolution No. 19-42, Lyngblomsten acquired the 0.54 acre parcel to the west of their project (275 Ash Street) and has shifted Gateway Drive to the west approximately 50 ft to align with St. Albans Street to the south. Gateway Drive is now approximately 400 ft to the west of CSAH 49 (Hodgson Road). This provides greater access spacing along CR J (Ash Street) and reduces the previous road off -set between Gateway Drive and St. Albans Street. 7 This intersection access has a westbound 13 ft wide right turn lane, a 12 ft wide thru lane and 10 ft striped median. Eastbound has a 12 ft wide left turn lane, a 12 ft wide thru lane, and 6 ft wide paved shoulder. The City of Shoreview has expressed concerns regarding cut through traffic south onto St. Albans Street. Currently, there are times when eastbound traffic turns right onto St. Albans St. to avoid backups at the main CR J & CSAH 49 intersection due to the lack of a dedicated southbound right turn lane onto Hodgson Road. The proposed SEH intersection improvements provide a 12 ft wide right turn lane, 12 ft wide thru lane and 12 ft wide left turn lane at the intersection. These changes will improve traffic circulation through the intersection and minimize the need for cut through traffic. • The access points, right of way, and internal circulation routes noted above are to create a circulation network serving all properties in the study area rather than individual driveways onto arterial and collector roads that serve only individual properties. A public road will extend north -south through the development providing public access to the senior housing complex, restaurant and future commercial development. The road right-of-way is 60 ft wide and the paved road surface is 32 ft back to back. Sidewalk is proposed on both sides of the public road on the north end and on the east side toward the south end closest to the development. On -street parking will be allowed on both sides. A 26 foot wide private road will serve the cottage home neighborhood. Sidewalk is proposed on the south side and will connect to the public road sidewalks. Two parking areas with a total of 11 parking stalls are provided on the west and east ends of the private road for visitors. No parking will be allowed on the private road. The east end cul de sac was flipped to the south to provide more separation between some of the cottage homes. The southerly right in/right out access off of CSAH 49 (Hodgson Road) will also be a commercial private road. The paved road surface has been reduced from 32 to 26 ft wide back to back. Both private roads will be owned and maintained by the developer. • The Hodgson/CR J intersection is to be signalized prior to or as part of any significant development in the study area. This is to be a cooperative effort of Anoka and Ramsey Counties, the Cities of Lino Lakes and Shoreview, and developers. Specific design requirements are to be determined. Signals were installed at the intersection in 2008 and modified in 2017. • Other road improvement needs such as additional lanes, median, and the like will be designed in cooperation with Anoka and Ramsey Counties, the Cities of Lino Lakes and Shoreview, and developers, as appropriate. Specific design requirements are to be determined. Lyngblomsten hired SEH to prepare an Intersection Analysis and Alternatives report for the entire CSAH 49 (Hodgson Road) and CR J (Ash Street) intersection. The proposed improvements have been noted above. • The quantity of development of the area will be limited to ensure that traffic generation does not exceed the capacities of Hodgson Road, the intersection with Co Rd J, or the new access. Development shall not create the need for a traffic signal at the new full access on Hodgson Road. o Planning for the area must look forward to full development of the study area so as not to allow one project to "use up capacity " so that other sites cannot develop without creating the need for a signal at the new access. As noted, a traffic analysis was completed for the development. Peak trip generation from the proposed development is approximately 1/3 of the trip generation provided for in the Master Plan. No signal is proposed at the new full access. • Right of way will be dedicated with development to ensure adequate right of way for Hodgson and CR J as well as for the internal circulation system, as necessary. The final plat dedicates additional right-of-way ranging from 27 ft to 45 ft along CSAH 49 (Hodgson Road) creating 60 ft to 75 ft of dedicated right-of-way from section line and/or roadway centerline. The final plat also dedicates an additional 10-17 ft of right-of-way along CR J (Ash Street) to provide a full 60 ft from section line. The internal public road is dedicated with 60 ft of right-of-way. Overall, the proposed development is consistent with the Transportation and Access goals of the Master Plan. Trails, Open Space • A trail connection, included as an `enhancement corridor' in the Parks, Natural Open Space/Greenways and Trail System Plan, will be established across the study area. This will link to the existing trail connection to Woodridge Lane on the west, cross through the study area, and link to a future trail in Ware Road. The specific alignment of this trail corridor across the Master Plan area will be determined as development occurs. The Lyngblomsten site plan includes an 8.5 foot wide bituminous trail that extends from the existing Woodridge Lane trail to the private cottage home road then to an 8.5 ft wide trail along the full length of Hodgson Road. The trail corridor originally connected to the clubhouse and between the cottage homes but this has been revised when the clubhouse was omitted. I An 8.5 ft wide bituminous trail will also be constructed along CRJ/Ash Street and ultimately connect to Woodridge Lane. Sidewalks internal to the development along the public and private roads will also be constructed to provide additional connectivity. • An, open, focal point green space is to be created where the Woodridge Lane trail connection enters the study area. The specific design of this focal point will be reviewed with any development application for the site. The original concept site plan included a community garden and lilac trees adjacent to the wetland that created an open, focal point green space in this location. Due to the need for additional storm water management, the community garden has been replaced by a stormwater pond. The pond and landscaping still creates an open, focal green space as required. The cottage home neighborhood also includes 4.54 aeros (7 %` 4.46 acres (70%) of landscaped common open space that will be maintained by Lyngblomsten or an association. • A trail should be constructed along Hodgson Road in accordance with the City s parks and trails plan. This could be accomplished with sidewalks in the study area. An 9 8.5 ft wide bituminous trail is proposed along the full length of Hodgson Road. Sidewalks are also proposed along the public and private roads. • Greenspace buffering is an important design element for new development along the border with existing neighborhoods such as Woodridge Estates and Rohavic Oaks. A 50 foot wide buffer of existing trees along the west lot line abutting Woodridge Estates will be preserved. The property owner at 253 Woodridge Lane noted the buffer behind his parcel tapers from 40 ft to 6 ft. After grading and installation of road improvements, staff and the developer will work with the property owners of 251 and 253 Woodridge to provide acceptable landscape and fence screening from the private commercial road. A triangulated row of coniferous trees will be planted on the west side of Gateway Drive along the rear lot lines of 255 Woodridge Lane and 255 Ash Street to provide screening from the commercial road. A screen of lilac bushes will be planted at the northwest corner of the site adjacent to the dry stormwater pond. An existing row of 12'+ tall pine trees will be preserved at the west end of the cottage home private cul de sac as well as additional coniferous trees. Along the north property line adjacent to the Rohavic Oaks neighborhood, the cottage homes will be setback a minimum of 30 ft. The landscape plans have been revised to include a 6 foot high wood privacy fence along the lot line. Trees and landscaping are also proposed in the 30 foot buffer. 10 A 40 foot wide berm and landscape buffer is also provided in the cottage home neighborhood adjacent to CSAH 49 (Hodgson Road). The plan has been revised to include a year round continuous screen on top of the berm. Municipal Utilities • All new development must have sanitary sewer and water service. Possible exceptions prior to the availability of utilities include renovation of existing structures if the building code allows it without utilities. However, the preference is for all uses in the study area to have municipal utilities. The entire Lyngblomsten senior living community, cottage homes, restaurant and commercial development will be served by municipal utilities. • Several options exist for utility service, as described in this study document. West of Hodgson, the preference is for connection to the Woodridge Lane sanitary sewer. City watermain and sanitary sewer force main will be extended from Woodridge Lane through a 20 foot wide utility easement obtained by the City over 255 Ash Street, 275 Ash Street (now owned by Lyngblomsten) and a portion of the old 49 Club. A lift station is also being constructed. A 12" watermain extends down the public road and 8" watermain serves the cottage homes, senior living community and commercial areas. The 4" sanitary sewer has been revised to an 8" sanitary sewer main to service the area. Utilities will be stubbed under CSAH 49 (Hodgson Road) to serve future development to the east. • Water trunk lines must be looped, and development must provide the looping. Watermain will be extended north along Hodgson Road to connect and loop at Linda Avenue as part of a City trunk watermain project. The watermain is also looped around the senior living campus. Site Design, Urban Form • The intent is to create an urban form for the area. The main senior living campus, restaurant and commercial building have been intentionally pulled towards Hodgson Road and CR J for multiple reasons. One is to create an edge and urban form along the corridor as required by the Master Plan. Two, the building locations were also in response to the Woodridge and Rohavic Oaks neighborhood's concern regarding proximately of the buildings, noise, buffers etc. to their homes. The site design transitions from single story cottage homes on the north and 11 west to the 2-story skilled care wing with the 3- and 4-story buildings closest to Hodgson Road. Three, the building shift also maximizes site design and efficiency. The senior living campus setback tapers from 30.97 ft to -26 33.68 ft from the Hodgson Road property line. The restaurant setback tapers from 35 ft to 15 ft from the Hodgson Road property line. The commercial building and fast food setback is 44 35 ft from the Hodgson Road property line and -30 35 ft from the Ash Street property line. These building locations and setbacks are consistent with the Master Plan. • Development layouts are to include buildings at intersection corners to establish the "cornerstones " of the area's urban form. The main senior living campus at the southwest corner of Hodgson Road and the future public road creates a corner stone at that intersection. A Lyngblomsten monument sign at the north side of the public road also creates a strong corner. The future commercial building at the Hodgson Road and CR J intersection is also consistent with the Master Plan's gateway and cornerstone vision by providing the space for a community entrance sign and promenade. • As another means of pursuing an urban form, development is to avoid lining Hodgson with large parking lots. This could include the following elements. o Buildings fronting along Hodgson in addition to the cornerstone buildings o Extensive landscaping and screening of parking lots will be required along Hodgson and CR J, including boulevard trees and decorative fencing or walls. Landscaping must be included on the street side offences or walls along parking lots. The parking lots for the senior living campus, restaurant and commercial building are internal to the development and not located along Hodgson Road and CR J. They are setback a minimum of 15 ft from the internal public road property line. One larger parking lot with joint parking facilities and cross easements has been created between Phase 2 (restaurant) and Phase 3 (commercial building). • Larger parking areas should be planned with internal landscaping, pedestrian sidewalks or walkways and be divided into smaller areas where possible: o Pedestrian walkways provided in larger parking lots should be landscaped, include path lighting, and provide direct access for pedestrians to an entrance of a commercial building; 12 o Walkways should be raised, paved areas or defined paths distinguished by striping or a change in paving provided that pedestrians are kept safe from vehicular travel on the route to an entrance of a commercial building. The senior living parking lot includes landscaped islands and the perimeter along the public road is landscaped and screened with shrubs and trees. The sidewalk along the public road connects to a sidewalk leading to the main building for pedestrian connectivity. Future development of the restaurant and commercial building will require similar connections. • Sidewalks are to be constructed on both sides of Hodgson Road and on the north side of Co. Rd. J to form connections to the trails to the development areas and contribute to the urban form of the area. An 9 8.5 foot wide path is being constructed along the west side of Hodgson Road. A trail and/or sidewalk will be required on the east side of Hodgson Road when that area develops. A trail an&er- deee,-ati e sidewalk will also be constructed along CR J in in the first phase of development. Upon development of the commercial building and corner gateway, decorative sidewalk may be incorporated into the design in conjunction with the trail. • Pedestrian circulation should be an important design factor within the development areas to facilitate pedestrian and bicycle circulation among businesses and residential sites. Such circulation routes must be safe and aesthetically pleasing. Safe pedestrian corridors are provided throughout the development between the residential and commercial uses via trails and sidewalks. • Design guidelines must be prepared for any new development project in the area. Developers should submit draft guidelines with development applications. Design guidelines for each project must include attention to previous projects in order to coordinate design throughout the study area. After being refined in collaboration with City staff, design requirements shall be incorporated into the approval of the development. Design Guidelines will be have been prepared with the PUD Final Plan/Final Plat. Overall development shall be is consistent with the Master Plan. As a starting point, the Lyngblomsten site plan shall has been used to establish the building and parking lot setbacks (i.e. the building envelope). Resolution No. 19-42 details the building and parking setbacks. Other parameters that shall be included in the Design Guidelines include: • Gateway Elements 13 o The Hodgson/Co Rd J intersection is a gateway and appropriate elements are to be included in the development of the corners of this intersection. Such elements may include: ■ Community Entrance Sign with City Logo ■ Promenade with seating, public space, decorative pavers or stamped concrete and extensive landscaping ■ Public art • Architectural Standards • Building Heights o To the greatest extent possible, building heights shall be tiered from lowest to highest, west to east towards Hodgson Road. • Master Landscape Plan • Master Signage Plan • Buildings must be designed with 'four-sided architecture ", using the same quality materials on all sides. o All facades shall be articulated with a variety of materials, glazing, awnings, or other details to add visual interest. o Building design elements should include an expression of a building base (of brick or stone), a middle, and a top with cornice elements at the top of the first floor and the top of the building. o Roof lines and cornice details shall be completed in a three-dimensional manner so that the features on the back of the roof or similar unfinished areas are not visible o The front fagade may have a unique design or more significant glazing. There have been some changes to exterior materials and design of the senior building; however, the final design meets the Master Plan criteria and is consistent with the PUD Development Stage Plans. The senior living campus still incorporates "four-sided architecture". All sides of the building include the same quality stone/masonry, metal and horizontal and vertical composite siding and glass. A "wood" composite siding has also been incorporated into the design. The building layout was designed to limit blank walls facing the street. The separate wings of the building help to break up the massing as well as transition intensity from west to east on the site. The cottage home front facade includes a front porch, recessed garage, stone base and eompos to LP Smartside siding. More architectural detail is provided further in the staff report. 14 Detailed site and building plan review will be required upon development of the restaurant and commercial building. • Commercial buildings must incorporate trash and service areas within the buildings rather than utilizing outdoor enclosures. This will conserve land and maximize the potential for outdoor seating and pedestrian friendly amenities. The original architectural site plan indicated a detached 15' x 20' x 8' trash enclosure structure on the south end of the senior building. The glans have been revised and all tfash a -ad sefviee areas are now eei4ained in the building-. The generator, trash compactor and dumpsters are now located at the bottom of the parking garage entry and loading dock approximately 7 ft below grade. Decorative fencing and coniferous trees will provide additional screening. • It is not the intent of this plan to specify housing unit styles. However, garage units must not access directly onto the main access drive or the main public streets through the development. The cottage homes garages access onto a 26 foot wide private drive not the main public street. • The Hodgson/Co Rd J intersection is a gateway and appropriate elements are to be included in the development of the corners of this intersection. Future development of the commercial corner will require these gateway elements. • The interface between new residential and commercial uses should be flexible. For example, new development in central areas can be multi family, commercial, or mixed use. This would be consistent with the flexible land use lines noted above. Maintaining safety and quality of life are important considerations. The site design transitions from single story cottage homes on the west and north to the 2- story skilled care wing with the 3- and 4-story assisted -living and independent living wings closest to Hodgson Road. Intensity of development transitions from low near the existing single family neighborhood to high near the intersection. The senior living complex is also an employment center. • Lighting is to be appropriately scaled to a pedestrian friendly development. Lighting should be directed downward and screened to reduce light pollution, glare, and impacts on adjacent residential areas. Wall mounted down lit lighting is proposed on the exterior of the senior housing complex. Street lights ranging f e 12 to 28 25 foot in height with down lit shields will be utilized in the parking lot and near the main entrance and loading area. Foot candles do not exceed 1.0 fc onto right-of-way as required by City performance standards. 15 T-,,N,e Five 4-5 25 foot pole street lights with down lit shields are proposed along the private road and parking areas in the cottage home neighborhood. The photometric plan indicates zero (0) foot candle levels protruding onto adjacent residential properties as required. The applicant shall work with the local electric company to design a street lighting plan for the public road. • Security or service lighting should be limited in coverage area and designed to reduce glare. Wall mounted down lit lighting is proposed on the exterior of the senior housing complex and clubhouse. Stormwater Management • Stormwater management design must incorporate filtration and infiltration elements. This could include such features as rain gardens, swales, dry creeks, infiltration chambers, and other ecologically based methods along with more traditional ponds and pipes. • Stormwater management ponds, if used, should be designed to be a site amenity, including appropriate landscape elements. Per the revised Storm Water Management Report prepared by Anderson -Johnson Associates dated N4afeh 11, 2May 8, 2020, rate control is being accomplished using a combination of a dry pond and a storm water treatment pond. The dry pond is now located where the original community gardens were proposed. The proposed rate is less than 80% of the existing rate of runoff. Water quality treatment is accomplished at the single stormwater treatment pond. True infiltration was considered during the design phase, but several factors contributed to not pursuing infiltration practices. First, shallow groundwater exists on site. According to the soil borings, groundwater is in the 895 to 897 elevation range. A majority of the low points are around elevation 905 with one parking lot having a low point of about 902.5. This would mean the surface of an infiltration area would need to be at elevation 900 - 901 for effective drainage to occur. Additionally, the site has been maximized and there is not adequate space for effective infiltration practices. Instead, a stormwater pond has been constructed. The stormwater pond, in addition to providing rate control, has been sized to provide adequate dead storage below the normal water level to meet water quality requirements. Finally, an irrigation pumping station will be constructed at the stormwater pond to draw water from the pond to irrigate the surrounding areas. 16 As detailed in the May 11, 2020 Council staff report and Resolution No. 22-44 approving PUD Development Stage Plan Amendment #1 to the site plan and grading & drainage plan, the clubhouse was omitted in order to enlarge to the stormwater pond to provide more capacity. Pond Size Comparison Original Pond 3P Enlarged Pond 3P Surface Area 0.56 acres 0.82 acres Volume 2.810 acre ft 3.869 acre ft RCWD issued an amended Conditional Approval Pending Receipt of Changes (CAPROC) on March 13, 2020. The District Engineer finds the revised grading and stormwater management plans compliant with RCWD rules. The City's stormwater management ordinance requires 4 ft of separation between low floor freeboard and groundwater. In order to minimize the site being built up to meet this requirement, this separation distance may be reduced upon submittal of a geotechnical report and design by a licensed engineer. This report shall define ground water level elevations for the senior living complex and include plans demonstrating that potential ground water inflow will be adequately mitigated. Said mitigation shall be approved by the City Engineer. As supported by Resolution No. 19-42, Braun Intertec submitted a Sub -Slab Drainage System Design. The drainage system will mitigate potential future groundwater infiltration into the lowest level of the senior building. The plan is being reviewed by the City Engineer and Building Official. as a site amenity. The clubhouse has been omitted from the project. Additional Site Plan Review Building Footprints and Floor Areas A summary of the building footprints and square footages is as follows: Building Footprint Total Floor Area Cottage Homes 4-,4W 1,480 sf 44, W 1,480sf Clubhouse 3,4 00-Of- Omitted 4,609 s Omitted Senior Living Campus 128,113 146,964 sf 292,462 287,055 sf Future Restaurant' 6,000 sf 6,000 sf Future Commercial' 16,000 sf 16,000 sf 17 Future Fast Food' 1 2,000 sf 1 2,000 sf These building footprints and total square footages may change upon final design. Setbacks Cottage Home Neighborhood The cottage home neighborhood consists of 20 single family homes accessed via a 26 foot wide private road. A 5 foot wide sidewalk is shown on the south side of the road. The houses on the north side of the road are setback 23 ft from the curb, 30 ft from the north Rohavic Oaks property line and 40 ft from the Hodgson Road property line. Houses on the south side of the road that have sidewalks are setback 23 ft from the sidewalk. The 23 foot setback allows for the parking of 2 vehicles side by side in the driveway without encroaching into the road or sidewalk. The rear setback of these houses is 25 ft to the public road right-of-way line. It should be noted that during the PUD Development Stage Plan review, the 23 ft setback was measured to the garage, not the house. The cottage homes have a 3 ft recessed garage and a 6 ft deep porch on the front. The front porch shall be at least 14 ft behind either the curb or sidewalk, whichever is closer (23 ft garage — 3 ft house bump out — 6 ft deep porch = 14 ft). It should also be noted the rear patios are at grade concrete slabs and may encroach into the rear setback. This is similar to a single family accessory structure deck or patio. There shale is a minimum of 10 ft of separation between each house. Each lot is platted to include the building footprint (including front porch and rear patio) plus a 5 foot envelope around the footprint perimeter. The preliminary plat includes a Cottage Detail. Clubhouse Ull As discussed, the clubhouse has been omitted in order to enlarge the stormwater pond to create more storage. Senior Living Campus As previously discussed, the setbacks along Hodgson Road and CR J are driven by the Master Plan's intent to create an urban form for the area. The senior living campus setback varies from 30.97 ft to 26.74 33.68 ft from the Hodgson Road property line. W. Along the northern boundary of the lot, the building corner is 4-2 11.53ft from the property line and increases to 45 ft. Along the western boundary, the building corner is also 4-2 14.41ft from the property line and increases to 45 ft. Along the south boundary, the building setback is 20 ft from the paved private road and 6 ft from the sidewalk. The parking lot is setback 15 ft from the property line. Restaurant and Commercial Development As discussed, full site and building plan review will be required for development of the restaurant and commercial buildings. Per the proposed site plan for Phase 2 and 3, the restaurant setback tapers from 35 ft to 15 ft from the Hodgson Road property line. An outdoor patio is shown adjacent to the property line and 5-10 ft from the paved trail. The commercial building setback is 44 35 ft from the Hodgson Road property line and 30 35 ft from the Ash Street property line. On the PUD Final Plans, a fast food restaurant with a driveway thm is shown to the west of the commercial pad. Per Ordinance No. 07-19, restaurants are allowed uses; however, accessory drive -through facilities require a conditional use permit. A full site and building plan review are required that meet all performance standards of the ordinance, 49/J Master Plan and Design Standards. Architecture Detailed architectural comments were provided by Landform and City staff. The following is a summary. Overall, the proposed development upholds architectural standards envisioned by the Master Plan and is consistent with zoning ordinance performance standards. Cottage Homes The 2 bedroom, single level cottage homes are 4-8 20 ft in height (24 ft to roof peak). The floor area is 44, N 1,480sf. Exterior materials include a stene4nasenfy manufactured stone base, glass, c-empesite LP Smartside siding and 4" trim, decorative garage door and decorative louver. The ' 20' 10" x 20' 10" garage is recessed 2.6 ft behind the front fagade. The color palette includes 2 primary colors, evening blue and mountain sage and an accent color of cobble stone. The Design Standards include an anti -monotony plan. The front porch has been revised to 6 ft deep and the rear patio has been revised to 10' x 10'as required. Detailed building plans have been provided with PUD Final Plan. Clubhouse 19 As discussed, the clubhouse has been omitted in order to enlarge the stormwater pond to create more storage. Senior Living Complex In order to address revisions in final building design, structural details and floorplan layout, there have been some changes to exterior elevations, materials and height; however, the final design meets the Master Plan criteria and is consistent with the PUD Development Stage Plans. The multi -storied complex has varying heights that tier from the 2-story skilled care wing to the 3-story assisted -living wing to the 4-story independent living wing. Decorative parapets accent the rooflines. In order to achieve desired 9 ft ceilings, the building height (top of wall) has increased 3 ft 6in in the independent living wing. The parapet heights were decreased. The finished floor elevation (FFE) of the first floor (Level 1) is 910.5 EL and that has not changed. Below is a comparison of the preliminary and final building and parapet heights: Building Height Comparison Lir April 2019 Top of Wall + Parapet = Total May 2020 Top of Wall + Parapet = Total Change 2 story-SC/MC 23' + 2' 25' 25'3"+ 2' 11 "=28'2" +392" 3 story -AL 33' + 4' 37' 35' 10"+1'5" = 37' 3" +093" 4 story -IL 43' + 3' 46' 46'6" + 296" = 49'0" +390" Main Entrance 43' + 5' = 48' 4656" + 296" = 49'0" +190" Per Resolution No. 19-42, Section III. Height Regulations: B. Senior Living Campus No building shall be erected or structurally altered to exceed forty-five (45) ft in height or, for a multiple dwelling building, the greater of four (4) stories or forty-five (45) ft- except as allowed by § 1007.043 (3). Section 1007.043 (3) allows for parapet walls extending not more than four (4) ft above the limiting height of the building. The 4 story building height (top of wall) is 46' 6" plus 2' 6" parapet equals 49' 0". In summary, the building and parapet heights meet the requirements of both the zoning ordinance and Resolution No. 19-42. 20 Exterior materials have been revised from stone/masonry, metal siding, glass and composite siding to manufactured stone veneer, fiber cement siding (2 colors), wood look fiber cement siding and glass. More specifically as detailed in the Design Guidelines: • Manufactured Stone Veneer o Ohio Blue Vein Cut Stone • Hardieplank Siding o Evening Blue o Artic White • Fiberon Siding (wood look) o Warm Sienna • Black window frame, dark bronze storefront, metal parapet cap The blue horizontal siding and white vertical siding provide contrast and the wood horizontal siding provides a natural look. Articulation and depth in the buildings elevations is achieved with vertical bump outs, shadow lines, cornices and decorative parapets. The zoning ordinance requires a minimum 33% of the exterior walls have an exterior finish of brick, stucco or stone. The elevations include sten&fflasefil=Y manufactured stone veneer of ranging f em 38 43 , 38.6%, which exceeds ordinance requirements. The building has multiple facades, varying exteriors materials, textures and strong vertical and horizontal lines that provide articulation and depth and break up what could be long monotonous walls. Parking The Zoning Ordinance requires a minimum number of parking stalls per use, as follows: • Townhome, Quadraminium, Manor Home, Multiple Family Dwellings, and Mobile Homes within Mobile Home Parks. At least two and one-fourth (2-1/4) rent-free spaces per unit. In projects involving eight (8) or more units, the City may require additional clustered guest parking spaces based upon calculation of required demand. The cottage home neighborhood is served by a 26 foot wide private road with no on - street parking; therefore, off-street parking has been provided. The 20 cottage homes require 45 parking stalls. Each cottage home has parking for 4 vehicles (2 in the garage and 2 in the driveway) for a total of 80 parking stalls. Two off-street guest parking areas also provide an additional 11 parking stalls for a total of 91 parking stalls. Parking requirements for the cottage home a„d '„bheus-e neighborhoods are met. 21 • 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. There are 4-00 96 independent living units that would require 4-00 96 parking stalls. • Rest Home, Nursing Home, Convalescent Center, or Institution. One (1) space for each six (6) beds based upon maximum design capacity, plus one (1) space for each two (2) employees. There are -50 35 assisted -living beds, 4g 56 skilled care beds, 16 memory care beds and 35 employees that would require 35 parking stalls. The Town Center amenities of the facility are ''� 18,185 sf. If this were a stand-alone community center, 48 parking stalls would be required. However, these amenities will be used mostly by the Lyngblomsten residents and on occasion, members of the general public; therefore 48 separate parking stalls dedicated to just the Town Center would not be required. The total required number of parking stalls for the senior campus building is 131. There are 159 stalls provided. Assuming 50% general public use of the Town Center amenities at one time (48/2=24), only 155 stalls would be required. Parking requirements are met. Senior Living Campus Parking Stall Summary Use # Stalls Required # Stalls Provided Elderly Housing (IL units) 96 82 (underground) Nursing Home (AL + SC +MC) 35 77 (surface lot) Subtotal 131 159 Town Center (50%) TOTAL 24 • Restaurants, Cafes, Private Clubs Serving Food and/or Drinks, Bars, On -Sale Nightclubs. Ten (10) spaces for each one thousand (1,000) square ft of dining room, plus one (1) space for each employee of the maximum work shift. Detailed building plans will be required to verify the dining room square footage; however, assuming a 6,000 sf restaurant has 3,000 sf of dining room + 10 employees, 40 parking stalls would be required. The proposed 1,200 sf outdoor dining patio would require an additional 7 stalls for a total of 47 parking stalls. 22 • Retail Store and Service Establishment. At least one (1) off-street parking space for each two hundred (200) square ft of floor area. Detailed building plans will be required to verify the floor area of the proposed commercial building; however, the commercial pad as shown is approximately 16,000sf and 72 parking stalls would be required. • Fast Food Restaurant. Fifteen (15) spaces per one thousand (1,000) square ft of gross floor area. The final plan now includes a potential 2,000 sf fast food restaurant that would require 30 stalls. Future Commercial Development Parking Stall Summary Use # Stalls Required # Stalls Provided Restaurant (6,000 sf + 1,200 patio) 47 48 (joint) Retail (16,000 sf) 72 59 (joint) Fast Food (2,000 sf) 30 46 (joint) TOTA 149 153 The total number of required stalls is 149. The final plan shows 153 stalls. Joint parking facilities with shared curb cuts and access drives have been provided between the restaurant, commercial building and fast food restaurant. Tree Preservation Plan Per the Tree Survey (Sheets 1-2), there are 1,685 significant trees located on the 20 acre site. Sheet L0.1, Tree Preservation Plan identifies the basic use area. Of the 1,685 significant trees, 201 will be preserved and 1,484 will be removed. The majority of the trees being preserved are along the west boundary providing a tree buffer between the Woodridge neighborhood and the development. The Tree Preservation Plan has been revised to exclude the stormwater pond and wetland buffer from the basic use area. There are 43q 152 trees being removed in non -environmentally sensitive areas that require 213 trees for mitigation. Trees being removed within the wetland buffer shall be mitigated at the Natural Resource Conservation Area ratio. The Tree Mitigation table shall be has been revised. There are 32 trees in a Natural Resource Conservation Area or Natural Resource Corridor Enhancement area that will require 67 mitigation trees. 23 In summary, 280 (213 + 67) mitigation trees are required and 376 mitigation trees are being planted. Tree Preservation and Mitigation requirements are met. Landscapes Canopy Cover Canopy Cover standards require the minimum canopy cover to be 40% for all uses. Canopy cover is required for the senior living campus, clubhouse, restaurant and commercial development. The restaurant and commercial development will be reviewed upon submission of detailed plans. The senior living campus has 42,956 sf of hardcover which requires 17,182 sf of canopy coverage. 17,900 sf have been provided. The original Plan Sheet L2.1 indieated 17,450 sf ef eever-age pr-evided; however-, th-e mew trees wercnceneedy valued at aid not 250 The values have been eeffeeted. Plan Sheet L2.1 indieates 17,450 sf ef eever-age provided whieh meets men4. Foundation Landscaping Foundation Landscaping standards require 2 large trees and 6 large shrubs per 100 linear ft of the building. The senior living campus has 1,981 linear ft of building facade requiring 40 large trees and 119 large shrubs. The landscape plan proposes 63 ee 42 large trees equivalents and 387 large shrub equivalents. The landscape plan also provides for several outdoor landscaped courtyards. The trees along Hodgson Road have been relocated out of the road right-of-way and within 30 ft of the building. Open Areas Landscape Standards Open areas include disturbed site areas, such as cul de sac islands, boulevard medians, storm water management areas, common areas in multifamily sites that are not for recreation facilities, and disturbed areas that are not located within the foundation landscape zone, vehicular hardscape area or the building footprint. Open Space landscaping standards require 1 large tree and 3 large shrubs per 2,000 square ft. Open space plantings are required for the main building, stormwater ponds, and north and south green spaces. Per Sheet L2.1 and L-2-.3 L2.2, Main Building, there is 45,374 45,063 square ft of open space. This would require 23 large trees and 69 large shrubs. The plan proposes 36 large 24 tree equivalents and 155 large shrub equivalents. Open space requirements are met and exceeded. The North East and North West Green Spaces, found on Sheet L2.6, hosts ' °� 23,000 square ft and 54,073 square ft, respectively. The North East Greenspace requires 4-0 12 large trees and -30 36 large shrubs to meet the open space landscaping standards. The North West Greenspace requires 27 large trees and 80 large shrubs. The landscaping plan provides 4-8 12 large tree equivalents and 87 48 large shrubs equivalents for the North East Green space and 27 large tree equivalents and 80 large shrubs equivalents for the North West Green Space, which meets the open space requirements. Per Sheet L2.7, there is 5l� 84,699 square ft of open space in the South West Greenspace. This would require 26 43 large trees and 78 127 large shrubs. The plan proposes 205 202 large tree equivalents and 4-" 230 large shrub equivalents. Open space requirements are met; . This shall be e eete a In addition to meeting the open space requirements, the developer is including three extensively landscaped courtyard areas around the senior housing building for the enjoyment of the residents. Buffer and Screen Standards Buffer and Screen Standards require a 6 foot high screen between a development and any adjacent, less intense, residential land use. Materials to meet this ordinance can include year round continuous planting screen, a wall or fence and plantings which cover 50% of a wall or fence on the exterior side, or a combination of berm and year round continuous screening. A 50 foot wide buffer of existing trees along the west lot line abutting Woodridge Estates will be preserved. A screen of lilac bushes will be planted at the northwest corner of the site adjacent to the stormwater pond. Additional landscape screening shall be planted in the area adjacent to 253 and 255 Woodridge Lane to provide more screening from the road and parking lots. The r„blie read right f way near- ry T has shifted t the east. Gateway Drive has shifted to the west approximately 50 ft to align with St. Albans Street to the south This will allow for- additional 1,,,,,1seape buff- r and allow the existing spfuee tfee line adjaeeat to 275 Ash S4eet to be preserved.- A triangulated row of coniferous trees will be planted along the east lot line of 275 Ash Street. 25 Along the north property line adjacent to the Rohavic Oaks neighborhood, the cottage homes will be setback a minimum of 30 ft and a 6 foot high wood privacy fence will be located along the north lot line. A 40 foot wide buffer with a 3 foot berm and landscape plantings is also provided in the cottage home neighborhood adjacent to CSAH 49 (Hodgson Road). The plan has been revised to include a year round continuous screen on top of the berm. A 30 inch shrub hedge is proposed between the senior living campus parking lot and public road right-of-way as is required by ordinance. A 3 foot berm is located on the north side of the northeast private cottage home parking area. Coniferous trees and shrubs are planted along the top of the berm. Boulevard Trees Boulevard trees are required at the rate of one (1) tree per 70 linear ft of road frontage where property fronts on any public roads for townhome or multiple family homes. There are 20 eettage homes abutting 700 linear- ft. This would rv"ir-e 10 bottlevar-d tfees. The There is 2,090 linear- ft of publie read (Street A) that abuts the senior- living eampus an ftittife r-estaufaat and eemmer-eial. This would r-eqtfir-e 30 boulevard 4ees. There are 33 boulevar-d trees proposed whieh exeeeds or-dinanee requirements. There is 789 linear- -ft. of private read (Street B) that would require '�Rlevard trees There are 13 b ottlevara trees proposed w-hieh exeeeds or-dinanee r-equir-ements. Sheet 1=2.0 shall ineliade the eniire The 20 Cottage homes have 1,869 linear ft of frontage. This would require 27 boulevard trees and 35 boulevard trees are provided. Gateway Drive (Street A) has 2,750 linear ft of frontage. This would require 37 boulevard trees and 41 trees have been provided. The private commercial street (Street B) has 789 linear ft of frontage. This would require 1 boulevard trees and 13 trees have been provided. The landscape plan has been revised so trees are not located within the Hodgson Road right-of-way; however, Sheet L2.1 shall be revised so coniferous trees are at least 15 ft from the trail and deciduous trees are at least 10 ft from the trail. Boulevard tree requirements have been met. S4mage Sheet L2.6, NE Greenspace Plan indicates an entrance monument sign on the north side of the public road. The sign area is landscaped and it outside of the 100 foot vision triangle. Sheet A5.708 provides detail of a monument sign. The 26 sign is " 10'4" high and 2-5 20' 6" ft long. Materials include sandblasted eeneroto an stone stone veneer base, metal "boy blue" face and metal coping to match the senior building color and material palette. A separate Sign Permit Application is required for all wall signs and monument signs. A master sign plan for the 20 acre site is required and shall be has been incorporated into the Design Standards. This master sign plan should include a City of Lino Lakes gateway sign/monument at the intersection of Hodgson Road and CR J. Impervious Surface Coverage The allowed impervious surface coverage in a mixed use area is 75%. The proposed 49.6% post -development impervious surface coverage is compliant. Per the >` 24W May 8, 2020 Storm Water Management Plan: Pre -Development Post -Development 0 11.51 ., es (56% Impervious 2.67 acres (10.5%) 12.54 acres (49.6%) 0 aer-es0 Pervious 22.62 acres (89.5%) 12.75 acres (50.4%) 20.73 aeFes ( 00 ) 20.73 aeFes ( 00 TOTAL AREA 25.29 acres (100%) 25.29 acres (100%) Traffic Study No changes are required to the traffic study. The proposed project is anticipated to generate approximately 1,473 daily trips. 69 trips are estimated to be generated in the AM peak period (7:00 to 8:00) and 123 trips in the PM peak (4:30 to 5:30). A detailed traffic analysis was completed to describe the operating conditions of intersections surrounding the site in terms of a Level of Service (LOS). Facilities are given letter designations from "A" (best operating conditions) to "F" (worst conditions). A Level of Service "D" represents the threshold for acceptable overall intersection conditions during a peak hour. City Code establishes minimum Level Of Service (LOS) requirements. The Code states that if the LOS is A or B, the proposed subdivision will not the degrade the LOS more than one grade. If the LOS is C or D it will not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. The traffic analysis evaluated four surrounding intersections adjacent to the project area. 27 • Co Rd J at Woodbridge Ln • Co Rd J at St. Albans St • Co Rd J at Hodgson Rd • Hodgson Rd at Rohavic Ln As discussed in the WSB Transportation Memorandum, dated February 6, 2019, all intersections, meet the City Code requirements. However, it was noted that the worst movement at the CR J and Hodgson intersection, during the PM peak period, changed from a LOS D to LOS E. The proposed southbound Hodgson Road right turn lane, at CR J adequately mitigates for this degradation. Additionally, the City of Lino Lakes, the City of Shoreview, Anoka County and Ramsey County have been working together the with the applicant or the past 2+ years on right- of-way acquisition, access points and intersection improvements. Lyngblomsten hired SEH to prepare an Intersection Analysis and Alternatives report for the entire CSAH 49 (Hodgson Road) and CR J (Ash Street) intersection and preliminary concept plans provide for additional turn lanes to mitigate traffic and improve overall intersection operations. Both roads are County roads and ultimately fall under their jurisdiction Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The final plat is consistent with the preliminary plat, comprehensive plan and Master Plan. Blocks and Lots Preliminary Plat The preliminary plat consists of g 7 existing parcels (Lyngblomsten purchased 275 Ash Street). These parcels are ' now owned by Lyngblomsten. T , i.l,,,.. ste , en4ly has r ,.,.base agr-eemen4s ; rlaee with all n ewners: The senior living community and restaurant are located on one existing 17 acre parcel. The future commercial development will be a redevelopment of the remaining -5 6 parcels (3 acres) which is currently occupied by an insurance business, vacant liquor store and recently demolished 49 Club. if the tefms ofpufeh-ase agreement for- tleaer-e eemmer-eial par -eel are net finalized between the private pa ies, the pr-efifninafy p! eould be revised and the final plat pr-esen4ed with just the one 17 aer-e par -eel that eon4ains the senier- living eamptis a -ad r-estaiffant. The 3 aer-e par -eel would need to possibly preliminary plat and final plat at a fu4ufe date-. The revised Mar -eh 11, 2 1 May 11, 2020 preliminary plat is summarized below. Lot or Outlot Size Purpose Ownership Square Ft Lots 1-20, Block 1 Typ. 4,161 sf 0.10 acres 20 cottage homes Lyngblomsten Lot 21, Block 1 194,214 sf 4.46 acres Common open Lyngblomsten space Lot 1, Block 2 181,122 sf 4.16 acres Senior living Lyngblomsten campus Lot 2, Block 2 53,044 sf 1.22 acres Future restaurant Lyngblomsten Lot 3, Block 2 30,800 sf 0.71 acres Future skilled Lyngblomsten care wing Outlot A 102,547 sf 2.35 acres Stormwater pond Lyngblomsten Outlot B 16,977 sf 0.39 acres Open space/liftLyngblomsten station Outlot C 93,809 sf 2.15 acres Future commercial Lyngblomsten TOTAL 915,795 sf 21.02 acres Lyngblomsten will be responsible for the ownership and maintenance of the majority of the development. The cottage home common area and senior living grounds will be professionally landscaped and maintained. Final Plat The final plat is being platted in the same lot, block and outlot configuration as the preliminary plat. Streets and Alleys CSAH 49 (Hodgson Road) and CR J (Ash Street) are A Minor Expander arterial roads. The development is served by an internal public road and 2 private roads. The streets and transportation plans are detailed previously in this report. As noted above, the 3 aer-e eeffffner-eial site is tmder- a sepafate pur-ehase agreement with of the p,-ope ties. Lyngblomsten successfully acquired the 3 acre commercial parcels and 275 Ash Street. Easements Standard drainage and utility easements at least 10 ft wide are provided on Lot 4-7 21, Block 1 and Lots 1-3, Block 2. Drainage and utility easements are provided over Outlot A and Outlot B. Outlot C shall also include the standard 10 ft easement. 29 A separate public trail easement will be provided over the trail, private road and sidewalk in the cottage home neighborhood and over the trail along CR J (Ash Street). The trail along CSAH 49 (Hodgson Road) is located within the right-of-way. Powerline A three-phase overhead power line runs along the eastern boundary of the property line within the right-of-way. Another power line runs along the south boundary. Lyngblomsten is working with the electric company to discuss burying the power lines. Public Land Dedication The City will require cash in lieu of land dedication. Per the City's Park, Greenway & Trail System Plan, a neighborhood park is not programmed for this area. Trail construction throughout the development and along Hodgson Road and CR J will be credited. The elubl,ouse will not be er-editedse it ; a private enit , �o „ y the f4eility's reside The clubhouse has been omitted. The City's current Park Dedication fees are $3,000 $3,150 per residential unit and $2,400 $2,520 per acre for commercial/industrial development. The senior building is a mix of both independent living units (residential) and assisted -living and skilled care facility units (commercial). The cottage home and independent living units will be charged as residential units. The assisted -living units and skilled care facilities will be charged as commercial users. This practice is consistent with previous assisted -living facilities constructed in the City. The assisted -living units and skilled ,..,,o,..,,ory earn f eili es occupy approximately half of the 4.47 4.16 acre lot (Lot 1, Block 2) and will be charged at 244 2.08 acres. Fees are collected when land is final platted into lots and blocks. Future development of Outlot C (commercial pad) will be charged park dedication fees on an acreage basis at the time of final plat. Building Legal Description otal # Units or Ac ML Fee per Unit or Acre Total Cottage e Homes Lots 1-20, Block 1196 20 units $3,150 $63,000 0Inde endent Living(IL) Lot 1, Block 2 units $3,150 $302,400 Assisted Living AL & Memory Care MC Lot 1, Block 2 2.08 acres $2,520 $5,242 Skilled Care SC Lot 3, Block 2 0.71 acres $2,520 $1,789 Restaurant Lot 2, Block 2 1.22 acres $2,520 $3,074 Commercial Outlot C Future I acres $0 $0 Trail Credit (estimate) TBD 1TBD TOTAL 1 $375,505 Comprehensive Plan Per the 2030 Comprehensive Plan, the 20 acre site is located in Planning District 1. As discussed, a Master Plan was prepared for the mixed use area at CSAH 49 (Hodgson kro Road) and CR J (Ash Street) and approved by Council in 2007. The Comprehensive Plan states that all development in the area must be consistent the Master Plan. The proposed Lyngblomsten development is consistent with the Master Plan as detailed in this staff report and is therefore, consistent with the Comprehensive Plan. Environmental Assessment Worksheet An Environmental Assessment Worksheet (EAW) is not warranted. The threshold computation of unattached units (20 cottage homes) and attached units (1n�L+�0 n - 96 IL +35 AL) is less than one. Wetlands A small 0.28 acre wetland exists in the northwest corner of the site. A wetland delineation was completed by Kjolhaug Environmental in June 2018. A WCA Notice of Decision was issued by RCWD on October 3, 2018. The wetland is not part of the Wetland Management Corridor and formal recorded conservation easement documents or declarations are not required. The City will instead require a minimum 25 foot wide wetland buffer and signage via Council resolution. There are no wetland impacts. Floodplain There is no FEMA floodplain on site. Adjacent Jurisdiction Review As discussed, the City of Lino Lakes, the City of Shoreview, Anoka County and Ramsey County have spent several years working with the applicant on right-of-way needs and access points to the development. Adequate right-of-way is being dedicated along both CSAH 49 and CR J. Anoka County and Ramsey County are analyzing turn lane options along these corridors that are outside the scope of the Lyngblomsten project. During the PUD Concept Plan Review, the City of Shoreview commented the development should be served by City of Lino Lakes utilities. This has been accommodated. Shoreview also expressed traffic and access concerns along CR J and recommended a traffic study be required. A traffic study has since been completed and distributed to all agencies. The City also noted the need for trail connections along which has been addressed. Overall land uses are compatible. Environmental Board The Environmental Board reviewed the land use application on February 6, 2019. Overall comments were positive. The Board recommended attention be given to the stormwater pond infiltration, wetland buffer signs, landscape buffers and screening. 31 Public Safety Comments The Police Division reviewed the proposed development. With the proposed turn lanes on Hodgson Road and CR J into the site, there does not appear to be any public safety concerns at this time. Further analysis of additional turn lanes along CR J was encouraged and has been provided. The Fire Division reviewed the proposed development and had the following comments: 1. Add a hydrant to the east side of the of the dr-iveway f0f the under-gr-ound gar -age Hydrant has been added. 2. ^fir-antby elub house z and elub house par -king lot (one can sepve both, per) Clubhouse has been omitted. 3. Mydr-a*ts3n elose }-eximityto a»z�(main building and club house+- Hydrant has been added. 4. -Elevat rs e large enough t accommodate stet, hers .,ram o s Elevators are wide enough. Findings of Fact 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 comprised of a mix of cottage homes, senior living campus building and future commercial development. 3. Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. The conditions of the PUD Development Stage Plan/Preliminary Plat have been substantially fulfilled. Securities will be required with a Development Agreement. 32 RECOMMENDATION Staff recommends approval of the PUD Final Plan/Final Plat for Lyngblomsten at Lino Lakes Addition subject to the following conditions: 1. The applicant shall maintain a 25 ft wetland buffer as depicted on Sheet C0.00, Wetland Buffer Map. a. The wetland buffer and upland habitat will consist of vegetated land, consisting primarily of plant species native to this region, that is not cultivated, cropped, pastured, mowed, fertilized, used as a site for depositing snow removed from roads, driveways or parking lots, subject to the placement of mulch or yard waste, or otherwise disturbed, except for periodic cutting or burning that promotes the health of the wetland buffer or upland habitat, actions to address disease or invasive species, or other actions to maintain or improve wetland buffer or upland habitat quality, each as approved in writing by City staff. b. The wetland buffer shall be maintained in accordance with standard vegetation management practices. 2. Future development of Outlot C, Lyngblomsten at Lino Lakes Addition shall require final plat and full site plan review. 3. Future development of Outlot C, Lyngblomsten at Lino Lakes shall be consistent with the 49/J Master Plan, Lyngblomsten Design Standards and city ordinances. 4. After site grading and street construction, City staff, developer and the property owners of 251 Woodridge Lane and 253 Woodridge Lane shall work together to determine the best location for a screening fence between their property and the public road. The following conditions/comments shall be addressed prior to the release of a building permit: 1. Comments from WSB City Engineer letter dated June 3, 2020 shall be addressed. 2. Comments from the Environmental Coordinator letter dated June 3, 2020 shall be addressed. 3. Design Guidelines: a. Page 1: Revise to Rob Rafferty, Mayor and Jeff Reinert, Former Mayor b. Page 4: i. Highlight project boundary c. Page 8: i. Legibility is difficult ii. Omit the metes and bounds legal description iii. Legal descriptions shall be revised to match new preliminary plat Lots, Blocks and Outlots d. Page 10 and 12: Legibility is difficult e. Page 11: i. Green box does not include setback from Hodgson Road. ii. Pink box should cover entire commercial pad 33 f. Page 14: i. The gateway monument sign shall include the City's logo. g. Page 15: i. Staff shall further evaluate the proposed Architectural Standards especially the Building Canopy language. h. Page 27: i. The colors on the monument sign do not match Sheet A5.708. i. Please provide a Word document for further City staff editing. 4. Sheet 1, Preliminary Plat: a. Under the Density Chart, the total numbers of units should be revised to 151. b. The proposed trail easement in the Cottage Home Neighborhood shall cover the entire private road and sidewalk. i. A separate recordable Trail Easement and Exhibit shall be drafted by the applicant. 5. Sheet C0.00, Wetland Buffer Map a. The City's wetland buffer sign detail sheet Gen-22 shall be included. b. The location of the signs shall be included. i. Signs shall be located at 200 ft intervals at the edge of the wetland buffer. 6. Sheets C 1.20-C 1.22, Site Plan and all other applicable sheets: a. Street names shall be shown (all private, public streets and County Roads). b. Label future restaurant, commercial and fast food buildings. c. Label and hatch mark trail. d. A 5ft wide sidewalk shall extend on the west side of Gateway Drive from the Cottage Home private road to the south driveway entrance of the senior living building. e. A crosswalk shall be installed from this sidewalk to the eastside. 7. Sheets C 1.23-C 1.25, Geometric Plan: a. Setbacks to restaurant, commercial building and fast food shall be provided. b. Size of restaurant, commercial and fast food shall be provided. c. Distance between each cottage home buildings shall be provided. d. Create a "typical" cottage home footprint with distances from house, porch and garage to street or sidewalk. i. Include notes: 1. Front porch shall be at least 14 ft from curb or sidewalk. 2. 23 ft (garage setback) - 3 ft (house bump out) - 6 ft (porch depth) = 14ft porch setback e. Setback from south side of senior living building to sidewalk and to paved private commercial road shall be provided. 8. Sheet A1.000, Basement Level Overall Floor Plan: a. Number of underground parking stalls shall be provided. 9. Sheets A5.101-A13, Exterior Elevations a. Use plan sheets submitted May 25, 2020 M b. For the PUD Development Stage Plan, the Key Plan shall include the entire building including the skilled care wing. c. Please review the Key Plan. Some of the references appear to be incorrect. 10. Sheet R3.200-R3.220, Residential (Cottage Homes): a. Air conditioning units shall be located in the rear yards. Please show location on plan sheet. 11. Final Plat: a. The standard 10 ft drainage & utility easement shall be provided over Outlot C. b. Please confirm that a "trail easement" can be dedicated on a final plat. c. The delineated wetland boundary shall be included. ATTACHMENTS 1. 3D Rendering Comparisons 2. WSB City Engineer memo dated June 3, 2020 3. Environmental Coordinator memo dated June 3, 2020 4. Preliminary Plat 5. Final Plat 6. Civil Plan Set 7. SEH Road Concept Layout 8. Tree Preservation and Landscape Plan Set 9. Architectural Elevations and Floor Plans 10. Loading Dock Screening 11. Exterior Building Materials and Colors 35 Wol EXTERIOR VIEWS LYNGBLOMSTEN LINO LAKES Wol EXTERIOR VIEWS LYNGBLOMSTEN LINO LAKES NOW Mft�m L, Wol 3 Wol .t r n r •1 1 J EXTERIOR VIEWS LYNGBLOMSTEN LINO LAKES Wol Wol • Y � III � ^� Ili��� � i i �, N G IM F rye,. zoo::;p 2 0 0 U' z w CO W 0 v 00 LO cD 0 LO z J Q a z a U) 0 0 N w H Z) W w w af F- W x M w 00 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Diane Hankee, PE, City Engineer, City of Lino Lakes Kelsey Gelhar, EIT, WSB & Associates Date: June 3, 2020 Re: Lyngblomsten Senior Communities Plan Review, 5/11/2020 Preliminary Plat & Final Plat Submittals 012369-000 Updated final plans that incorporate the comments enclosed must be reviewed by staff prior to City Council approval at the July 131h, 2020, City Council meeting. In order to meet this schedule, staff requests that the applicant resubmit the preliminary and final plat plans for review by June 19, 2020. As requested by City Staff, WSB and Associates, Inc. has reviewed the Preliminary Plat and the Final Plat for the Lyngblomsten Senior Communities site in Lino Lakes, MN. The preliminary plat plans were initially received on March 11, 2019. This memorandum is a revised version of the memorandum to Katie Larsen originally dated March 29, 2019 and that was responded to by the applicant. The following comments were made on the March 2019 plans and also on the documents below: • Preliminary Civil Construction plans received May 11, 2020. • Preliminary Plat prepared by Loucks, received on May 11, 2020. • Stormwater Management Report prepared by AJA Inc., received May 11, 2020. • Final Civil Construction plans received May 11, 2020. • Final Plat prepared by Loucks, received on May11, 2020. Applicant responses to previous comments are shown in red. Additional comments from WSB staff are shown in blue. Additional applicant comments are shown in green. The most recent WSB comments are shown in dark blue. The following are our review comments that should be responded to in writing by the applicant. Engineerinq • General The Lyngblomsten project is proposed on a 20.74 acre site at the northwest corner of the Hodgson Road (CSAH 49) and Ash Street (CR J) intersection. The City completed a master plan of this area and the area to the east of Hodgson in 2006. This development meets the goals of the master plan. Comments: Xcel Energy has overhead power along the east side of the site. The applicant shall work with Xcel on a design to relocate. Response: This is acknowledged, and the team will work with Xcel energy. Applicant shall update all labels on all sheets so that they are referencing the most recent version of the plans. There are multiple labels (in both plan and profile views) that point to nothing or have not been adjusted since plan updates were made. • Grading Plan Ms. Katie Larsen 06/03/2020 Page 2 The Lyngblomsten development is proposing grading of the entire site in one phase. This includes protection of an existing wetland, grading a new storm water pond, and grading roadway and site pads. The applicant shall call out the emergency overland flow (EOF) elevation (with a flow arrow) on the grading plan for the proposed pond and the existing wetland. The EOF should be 1 foot above the HWL and 3.0 feet below the lowest adjacent building opening elevation. EOF and flow arrows have been added to the grading plan. EOT- and high water level elevations hare been verified per the city comment. The low floor/opening elevations need to be labeled on the grading plan. The EOF will need to be further reviewed once other comments are addressed. It appears the trail may be blocking the EOF from the pond and culvert should be considered under the trail. Similar to the utility plan layering comment, we have been told via email to take spot elevations off of the grading plan to help with legibility. For this reason, the overall grading plan has spot elevations on to help with the above comment, but the north and south grading plan sheets do not have spot elevations shown. (AJA 2020-05.08) Low floor elevations and spot elevations should be two different labels. Please add the low floor elevation information to the lots on the north and south grading plan sheets. See Woods Edge example sent previously. The applicant shall call out the EOF elevations (with flow arrows) on the grading plan for all catch basin low points. The EOF should be 1.0-foot below the lowest adjacent building opening elevation. EOF elevations have been added to each special low point area EOF elevations will be reviewed when low floor/opening information is added to the plan. Noted. (AJA 2020-05.08) The EOF elevations need to be shown for the ponds and the drainage areas on all grading sheets. See Woods Edge example sent previously. The applicant should provide proposed centerline street grades (either grading sheets, or in profile on street plan sheet). Profile sheets will be accomplished in the final plat phase. In the meantime, percent of slope along the gutter or centerline have been shown on the drawings Centerline profile views were not provided with final plat documents. Applicant shall submit centerline profile views that include grade and vertical curve information for review. See Woods Edge example sent via email. The SWPPP is being reviewed by the City's Environmental Coordinator. The applicant shall clearly label the top and bottom of the retaining wall along the pond. Retaining walls over 4 feet require a licensed engineering design and an approved fence. This information has been provided on sheets C1.30-C1.32. (AJA 2020-05.08) Please provide with the final plat documents a licensed engineering design for the retaining walls over 4-ft in height. The applicant has included the impervious surface area of the Hodgson turn lanes in the storm water calculations. However, they have not addressed how stormwater will be managed. There is no storm sewer system or ditch system shown, the applicant will need to coordinate the drainage plan with Anoka County also. Turn lane construction plans will be required with the final plat. This is being developed by SEH along with the details of the road design and will be provided as soon as possible. (AJA 2020-05.08) Preliminary grading of the turn lanes shall be included in with preliminary plat submittals. Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 3 Applicant to review the use of tip out curb along the edge of the proposed parking lot as shown on sheets C1.20 to C1.22 in the final plat to make sure that drainage is properly directed to storm sewer. Applicant to review and clearly show the erosion control methods proposed to protect the 239 and 241 Woodridge Lane properties near the pond outlet (Sheets C1.50 to C1.52). Applicant shall review existing TOPO shots and update existing contours. Currently, the existing contours show a 10-ft hill on the west side of the intersection of Gateway and the private road. This hill does not exist. • Stormwater Management The Lyngblomsten development is 20.74 acres in size, with an existing impervious area of approximately 2 acres. Majority of the site runoff is towards the west where there is an 24 inch diameter pipe outlet and to the existing wetland on site. The proposed impervious area is approximately 9.5 acres. There is a proposed pond located in the middle and east side of the site. The City adopts Rice Creek Watershed District's (RCWD) rules for water quality and quantity requirements. The applicant is proposing a stormwater reuse system that will be further reviewed with the final design. The current submittal now includes rate control via a combination of a dry pond (located in the northwest) and a stormwater treatment pond. The submittal normal water level of the pond is 896, and the 100 year elevation of the pond is at 900.5. CAPROC from RCWD has been obtained. (AJA 2020-05.08) It is not clear on the plans where the Porous Baffle Basin and Floating Head Skimmer are proposed. The applicant shall submit additional information for review. The plans have been modified to show the location of erosion control devices. See sheets C1.50-CI .52. These erosion control devices will be reviewed with the final design submittal. Noted. (AJA 2020-05.08) In the plan and modeling, the applicant shall update the NWL of the pond to be at, or above, the elevation of 897.0. This is the conservative estimated seasonal ground water elevation provided by Braun in the Geotechnical Report. a. The applicant shall also verify all HWL and freeboard requirements are still met. The normal water level lies been adjusted The City is comfortable allowing the NWL of the pond to be constructed below the ground water elevation if the pond is lined with a 1.0-foot clay liner. Please provide an updated plan, HydroCAD model/discharge rate calculations, water quality calculations, and irrigation calculations. Stormwater report has been included in this submittal. (AJA 2020-05.08) Ok. 2-ft clay section is shown in stormwater pond section detail on C2.11 The City's standard outlet control structure shall be used without a Fluidic -AMP Hydrobrake. The HydroCAD model shall reflect this. The fluidic amp Hydrobrake has been included in the model to allow for Rice Creek Watershed District's required 80% reduction inflow rate. If a standard orifice where to be used, it would be small enough where we are concerned about clogging of the actual orifice. The Hydrobrake provides a reduced flow yet allows for the passing of a larger sphere. The model has not been updated. The applicant has communicated to us that this outlet has been changed and modified to be a v notch weir with a 10 inch orifice at outlet. See included stormwater report for information on the proposed weir / orifice. (AJA 2020-05.08) Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 4 The Stormwater Report shows the orifice outlet for OCS 1 as 4.8" and the plan shows 5". The OCS 1 detail on C2.14 of the final plat submittal does not match the HydroCAD model or the plan sheet for the orifice, top weir, or rim elevation. Please confirm the correct orifice diameter and the elevation of all three devices. The Water Reuse system will be supplemented by municipal water in low conditions: a. The applicant shall provide calculations demonstrating the amount of infiltration provided. Standard Rice Creek watershed district water reuse calculations nave been provided. The location of the re -use system pump and connection to city water shall be shown on the utility plan with backflow prevention. The mechanical engineer has been recently hired by the owner and this will be addressed as soon as possible. (AJA 2020-05.08) b. Provide an elevation (below the NWL) that the irrigation system will need to switch to City water during dry periods. The elevation has been labeled on the plan The applicant shall submit their allowable pump down elevation. Please identify where on the plan this is included. If a pond liner is being proposed please include information on the grading plan or other. Pond Liner information can be found on detail 11 on sheet C2.11. (AJA 2020- 05.08) Confirm the allowable pump down elevation. The stormwater reuse system design and details shall be submitted by June 19, 2020 for review prior to final plat approval. C. With the final design additional detail will be required and reviewed. This is noted The plan set shall show the storm sewer plan view and easement lines on the same page. This will allow the City to verify all storm and utility easements are correct. The plan sheets hare been modified Easements will be reviewed with the final design submittal. Noted. (AJA 2020-05.08) The applicant shall verify the manhole sizes/storm sewer layout for: a. CB 037, tight angle, consider storm sewer realignment. b. CB 004, tight angle, larger structure needed. C. CB 001, tight angle, larger structure needed. d. CB 101, tight angle, larger structure needed. e. CB 011, tight angle, larger structure needed. f. CB 013, tight angle, consider storm sewer realignment. g. CB 008, tight angle, larger structure needed. h. Additional CB's required between CB 1 & 2 at the road bend. Catch basin structures have been re -verified Storm sewer systems and catch basins will be reviewed with the final design submittal. Additional CB's will be required to maintain the storm sewer pipe within 2 feet from the road. Noted. (AJA 2020-05.08) Storm sewer shall have 15 feet of separation from a structure and include a 20' easement. The applicant should consider a utility and trail corridor between the private road and main road. (between Lots 10-11, Lots 11-12) Noted. (AJA 2020-05.08) Our review is based on the assumption that the senior living complex has a finished floor elevation of 910.5 and a 12 foot parking garage below. The ground water in this Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 5 area is an 897 to 899. They are not meeting the 4 foot of separation from groundwater It is being proposing to mitigate this with a drain tile and pump system, backup power, and cut off wall. The City could consider reducing the low floor free board requirement of 4 feet separation from groundwater upon submittal of a geotechnical report and design by a licensed engineer. This report shall define ground water level elevations for the senior living complex and include plans demonstrating that potential ground water inflow will adequately be mitigated. The proposed trench grate and draintile will need to be pumped or discharged downstream of the pond. It is recommended to construct an improved outlet for the site, downstream of the pond It is our understanding that this option would have construction impacts in an existing developed area. This underground dewatering system is being designed by Braun Intertec. Refer to information submitted by Braun. (AJA 2020-05.08) The applicant shall show the proposed storm sewer for the turn lanes. We are concerned that there may not be enough grade between the turn lanes and the pond to ensure proper drainage. 10. The applicant shall review locations of manholes 106, 111, 112, and 123. These manholes appear to be in the road and possibly within wheel paths. 11. The applicant shall review Detail 9 on C2.13 of the final plat plans and indicate where this detail is being used on the site. If not being used, please delete the detail. 12. Narrative describing the coordination for the site between stormwater management, groundwater, and subslab system must be included in the stormwater management plan. 13. Sheet C1.40 shows three different outlets discharging off -site. These outlets appear to be: 1) storm sewer outlet from pond, 2) draintile for pond, and groundwater draintile system. The outlet must be limited to one pipe discharge. Draintile must tie into storm sewer outlet. 14. Draintile shown around 3P North Pond is not discussed in stormwater management plan, nor are any elevations or notes included on the plans. Include a description of the purpose of this draintile pipe around the pond within the stormwater management plan. Include elevation, size and material of the draintile and a detail if it requires any additional rock or fabric with installation. 15. Detail 12 on Sheet C2.11 should detail the specific requirement for the type of fill for the pond embankment fill. 16. The pipe inverts and rim elevation in OCS 2 detail on Sheet C2.14 do not match the HydroCAD model. Confirm which information is correct and update so that they are consistent. 17. SUB SLAB DRAINAGE SYSTEM: a. Provide invert elevation for tie in locations at storm sewer manholes. b. Provide invert elevation, slope, material, and size of pipe. c. Provide a construction detail for draintile installation. d. Include linework for this system on the storm sewer sheet so it can be compared with the other storm system management designs. 18. GROUNDWATER DRAINTILE SYSTEM: Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 6 a. Provide invert elevations, slope, material, and size of pipe. b. Provide a construction detail for draintile installation. c. How will the draintile be constructed over/under the trench drain for the parking lot? They are shown as overlapping on sheet C1.40 d. Show linework for draintile on Storm Sewer Utility Sheet so it can be compared with other storm system management design factors. 19. TANK AND TRENCH DRAINTILE SYSTEM: a. Provide updated calculation and details regarding this system from previous comments. b. Show invert elevations, slope, material, and size of pipe on utility plan c. Systems are not allowed to flow into the sanitary in the underground parking during any design event or situation. Install a valve to protect the sanitary sewer system in the parking garage. • Water Supply The proposed site is currently not served by municipal water and on site wells shall be abandoned per MDH. This area of the City, Woodridge Estates, is currently a low pressure area. The City's Comprehensive Plan and water system model identifies the need for a 12-inch diameter trunk watermain to be looped through the Lyngblomsten development site to serve the fire flow needs for the site, and to improve flow within this area of Lino Lakes. The Lyngblomsten site will also have an 8- inch diameter watermain and service lines throughout the site. Comments: The applicant shall provide profile views of the proposed watermain in the construction plans. Noted, profile plans will be provided in the final plat documents. Staff will review watermain profiles once watermain layout comments have been addressed and the profile views are updated. General profile comments include: a. Applicant shall state pipe material in profile view label (i.e. X" DIP WATERMAIN — X' ) b. Applicant shall show the "8' MIN. COVER" note on all profiles views that show watermain and proposed grade c. Applicant shall review that all plan view limits match the profile view limits on the profile sheets. See sheet C1.82C as an example. Profile view includes MH 4, but plan view does not d. Applicant shall indicate on the profile where insulation may be needed between storm sewer crossings and the watermain 2. Hydrant spacing shall be 200-feet (linear) max. The applicant shall provide detail or a figure of proposed hydrant spacing & coverage. 3. The applicant should include service lines to the proposed commercial in Outlot C. Service lines have been provided on the utility plans. (AJA 2020-05.08) Applicant to adjust location of proposed 8" gate valve so that it does not conflict with the proposed storm sewer. 4. Provide more separation between water service to Lot 5 and the storm sewer crossing. 5. Extend lead for Hydrant 6 or relocate Hydrant 6. Hydrant is currently within the paved entrance. 6. Please review storm sewer and watermain layout near MH 112. It appears that there may be layout conflicts. Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 7 7. Applicant shall adjust location of Hydrant 8 so that it does not interfere with retaining wall construction. 8. Review the watermain layout between Lots 14 and 15. Applicant shall center the watermain between the proposed lots while maintaining at least 15 feet of separation between the structures and the watermain. Adjust easements as needed. 9. The City no longer needs the 12" watermain to be extended along Hodgson Rd between the north property line and the northern entrance with this development. 10. Applicant shall specify material and size of casing pipe on plans for watermain crossings at Hodgson. Per Anoka County, HDPE watermain may be drilled without casing pipe if applicant finds HDPE watermain to be more cost effective for the crossings. 11. Applicant shall state the pipe material in the plan and profile views. • Sanitary Sewer The project site is currently not served by municipal sanitary sewer. The City of Lino Lakes is working on a trunk sanitary sewer project including a Lift Station and forcemain to serve approximately 60 acres. This service area includes the Lyngblomsten site and an unserviced area east of Hodgson Road. The Lyngblomsten project proposes serving the development with municipal sanitary sewer and services extended to each lot. Comments: 1. The applicant shall note the sewer connection location at the lift station will need to be adjust as the City finalizes the construction plans for this project. Noted. The invert at the lift station will need to be modified, it should be at 889.XX. This outlet invert has been labeled. (AJA 2020-05.08) City staff with provide current version of the lift station layout. Please update Lyngblomsten plans accordingly. The applicant shall provide profile views of the proposed sanitary sewer in the construction plans. Profiles will be accomplished with the final construction plans. Staff will review sanitary sewer profiles once layout comments have been addressed and the profile views are updated. General profile comments include: a. Applicant shall adjust overlapping pipe and manhole labels b. Applicant shall indicate that pipe should be SDR 26 for pipes over 20-ft deep c. Applicant shall review that all plan view limits match the profile view limits on the profile sheets. See sheet C1.82C as an example. Profile view includes MH 4, but plan view does not. d. Applicant shall review pipe material labels on all profiles to ensure that they match what is shown in the plan view. See sheet C1.82D as an example. The pipe between MH 1A and MH 1 B is shown as PVC in the plan view and RCP in the profile view. The utility crossings at Hodgson will require casing pipes and Manholes on each side of the roadway. Casing pipes below Hodgson have been provided on the utility plans. (AJA 2020-05.08) Applicant shall specify material and size of casing pipe on plans. Casing pipe for the 8" sanitary sewer shall be at least 20" in diameter. Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 8 Transportation The existing site includes a single family home on the center large parcel and two commercial buildings on the south end of the project. There was also a restaurant on the corner of Hodgson Road and CR J that has been removed. The applicant is proposing to remove existing site accesses from county roads, and off Hodgson Road construct a full access on the north end of the site and a right in/out access at the midpoint of the site. They are also proposing a right in/out access off of CR J. A traffic analysis dated February 6, 2019, was prepared for project and review comments were submitted under a separate review memo from Chuck Rickart of WSB. The applicant shall revise the road width dimension to be 32 feet from face of curb to face of curb to match the City's standard roadway. The roadway detail GEN — 2 on sheet C2.12 shall be replaced with GEN — 1 The dimension has been updated and the correct detail has been provided. The plans show GEN-1 they should include GEN-2 for a total road width of 32 feet. The geometric plan should be revised to call out 32 feet verses 33 feet. The curb can remain as in the detail as the surmountable please remove the B618 note from C1.20- 1.22 The geometric plan has been updated. (AJA 2020-05.08) The street width notes were not updated. Geometric plans still show 33-ft back-to-back label. Please update labels on C1.24, C1.25, and C1.26 per previous comment. 2. Chuck Rickart of WSB will review turn lane plans once submitted. 3. Pedestrian crossing location still being identified by staff. Staff will review with next submittal. 4. Review sidewalk detail callouts on Sheets C1.20 to C1.22. It appears that the labels for sidewalk against the curb and sidewalk with a boulevard were reversed. 5. Final Plat Striping and Signage Plans shall include striping and signage for turn lanes. 6. Details 10, 11, and 12 on C2.13 can be used for signs in the private portions of the site. Signs within public right-of-way shall meet current MnDOT specifications. 7. Applicant shall show the location of proposed street lights on the roadway construction plans. • Wetlands and Mitigation Plan There is one wetland located on the site. It was delineated by Kjolhaug Environmental on 06/11/18. The Technical Evaluation Panel approved the wetland delineation on 10/3/18. Comments: 1. The appliGant 6hall Feplu"ae detA-01 GEN 22..9;+h tho n EBAt' The detail has boon updated. This n en+ still needs, +e he addressed ('en 22 1 ost revised i lon, ions of 2019 is shAwn as rle+oil 9G An sheet Q 13 (Ai A 2n�o20-05.08) • Landscaping The comments below address engineering related items associated with the landscaping plan. The City's Environmental Coordinator will be submitting a landscape plan review. Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 9 Comments: 1. The City's ordinance requires a 30 foot clear zone at intersections. In addition the applicant shall provide a clear (no vegetation or other) triangular sight line of 100 feet at intersections with County roadways. 30' sight lines will be provided for City road intersections. light triangles at County roads will be coordinated and verified with Anoka County. This will be reviewed when turn lanes plans are finalized. The applicant shall adjust proposed tree locations to accommodate a maintenance access route to the pond overflow structure. Maintenance route access to the overflow access is being defined by Civil Engineers and a clear route has been provided. Shrubs still shown in area designated as maintenance access route. Landscaping being reviewed by City of Lino Lakes Environmental Coordinator. Staff recommends that no trees are planted on top of storm sewer pipes or other utilities. • Geotechnical A geotechnical report was completed by Braun Intertec for the proposed Lyngblomsten development. See PDF named "3.27.20 Letter to Diane Hankee" for additional geotechnical evaluation. • Floodplain Floodplain is not present on this site. • Drainage and Utility Easements Comments: 1. n.n +ho r orlh+ili+ioc Plono hAy,= been panted accordingly The plan set shall show the storm sewer plan view and easement lines on the same page. This will allow the City to verify all storm and utility easements are correct. See sheet C1.41, Utility Easement Plan. • Development Agreement A development agreement is required with the final plat. • Grading Agreement Not applicable at this time. • Stormwater Maintenance Agreement A stormwater maintenance declaration will be required with the final plat. • Permits Required City of Lino Lakes Zoning Permit for grading NPDES General Construction Permit Lyngblomsten Preliminary Plat Engineering Review Ms. Katie Larsen 06/03/2020 Page 10 MDH Watermain Extension Permit MPCA Sanitary Sewer Extension Permit RCWD Permit - CAPROC received Anoka County and Ramsey County Access and Right of Way Permits 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. Lyngblomsten Preliminary Plat Engineering Review Environmental Memo To: Katie Larsen From: Andy Nelson Date: June 3, 2020 Re: Environmental Coordinator Comments Environmental has the following comments about the Lyngblomsten Preliminary plat dated May 11, 2020: • Irrigation design should consider a valve to shut off native prairie areas if water gets low in the pond. • A maintenance agreement will be required for the pond. • Prairie area plantings should be a lower profile seed mix with enhanced forbs added. Seed mix descriptions needed. See new comments below. • Applicant must have an NPDES permit. Not listed yet • Applicant must have a designated inspector for erosion control who is certified in erosion control from the State of Minnesota. • All erosion control inspections and corrections for non-compliance issues must be sent to the City of Lino Lakes no later than the next business day. New Comments, Andy Nelson 5/07/20 • Consider replacing Little Moses burning bush (Euonymus alatus) with another species. This species is specially regulated now and will be on the Department of Agriculture restricted list in 2023. 0 Page 1 • Describe or provide specs for seed mixes used. On the landscape and planting plans seed mixes are called seed mix A or seed mix B, but an explanation of these mixes could not be found. • Page 2 i I r. I I A I I I Shed)I I I I I F l I I �� /_\ \ I \/ I I / v I W''ly Ext. of N Line of I r I I I I \ .� 9 O Lot 4, A . NO. 107 � ` I FENCE COR. FALLS 0.1 % SOUTH �\ \ 90% PROP. LINE -\\ I I / L gL J / 9 \\ I I FENCE 2 OR• NORTH -� o �� I I /� I I /- FENCE FALLS I N0°06'25"W , / \ \ - NO°06'25"W S Lihe of ROfVAVIC OAKS I I o I 'w_d CAP#12251 �� �C�P#9 8 0� CAP#9808 y /� -1734 N89 5335 E 1014.46 o.li NORTH - - - - - - - - - - I � - - \ / •-4.30.2�3 � ><~•>i ��^. ,^ _ I ,� _ 520.65 - �� `- 36.58 -' , 27 0Q . 0�� \� - N89°5 '35"E 520.65 I I FENCE COT. FA LS 13 n i \y`^\>,^\% o\�,�,5 / 0.5'/- SOUTH \ �, \ y aacD\ 0, 64.95 57.00 57.00 56.90 57.00 57.00 56.90 56.90 57.00 BS Bit �BLSfz3 BSBL/ - SBL/ BSB BSBL BSBL BSB BSBL BSBL BSBL BSBL BSBL BSBL I I 3 J x / wl - N Lie of Lot 4, Ali Sly N0. 107',' \v;<,�; , .ox.Y � ` q1"� z 3 3 3 3 3 3 3 3 W \ L-rie of SW 114 of the \, 8 r� / ` , ° \\ ` <\x\: ' y< ag9• s °,o, `\ � � y ,5SE 114 of S. 31T3l R. 22 >r3 g1- ^ 29 oIN` O 0 0 N°c�oo oO X -, �gr'< 10 57.00 57.00 56.90 57.00 57.00 ° 56.90 56.90 57.00 � / ; = Wetland Bufferk' Area:�l S89 053'35 'W 455.70 ° o 54.0 I cc O- --- --\ /908- y"; > \l, C I I\' �x\ o0i J J / �C. o ° o I I I -C \\~X'\, * ,tl --- I I -` O CW z i \� `> - - ��\ ,' N89 °53'35"E 114.00 _ _ _ _ _ _ - 9 °53'35"E 172.00 \ `n I I _ ;_ I °_' \ / \I 57. 00 57. 00 NT 53 35 E 57. 00 � 57. 00 58.00 \ I c 1� � '\c Y\ NI e ;,,1 / 57.6/ o _ 0� Pr osed Trail - '� > k /< > / / 3 I I I >` \X �"I"-, \ �. �\ > \` / �� cV O / V • 1R / 1222 SF 4c R O �� \ A I O I I � �• \\^' T,' y k \ \ �� \1\ / °6�j� cS��?' �r.j NOO Nip N� /V N� `O / /NOO 20 NO O�n \ r . , \ , \ , 6'.. 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DO 58.00 / -22. l2 \ o o o Drainage &Utility o a i >�oL�. \ ,� / S89°53'35"W 172.00 `y �� n \ O 3 I 900 900 900 Easement Over °, i 0\ 0 °O E \ h0 \ \ I b -�c 6i11 of Lot 22 Go R6 y96 �6p 9 N �� O�// 2°48 j0 k �� \ l --- / q O `90 S89°25'49"W I I a I CO\O�/ 6 D,5 00 / /i / I i 7 I )„ N7 0 2„ N 1 9 i °. / I 7.1 fl\ 18.00--, w e I 1 3 , I9� a I 6 9 0955„8, / ° yo, OO o F N I� - 1 x ` o j`'"' / cn 1 �' \ %.j00 \ �Ir\ 1 W rn; / \ 1.�2 ,� R� \ J \ ,OH •/" I o w o 9�6• g05' / \ 7 °° \90 / / O� a 5 a/n3.2 O o, r C- I U \ I \ \ /g43.51 ` / c a " N 6 - / 9 \ 1.4 0 2.2 / R=/38.49 90 v o, y6770/ o /' \\ \ \ O 9- '1'S6 , / \ o r " �69 / R�110.� \ 12.I n -- 3f 2% / I' \ b \ \ 9 0 moo, "� , 1 S7 /8'2 E „ \ SE H o / 9• --12.30 u_ \ SEPTIC MH ' �22\� .49 T\ I /�/20 iI' ,J N88 °2339 "E & - \ - - - 51.78 P#12251 ` II . I.'i 1�5 \ I 0/1I \ 9Ro 'a 6�s srsr„ h` 1\ S67°0231 "E O / 4 ILIO I � I I 90 0 i / _ / / \\_ \ 1 / r I _ N -� z / _ �905 I- I I I �I / S88°23'39"WX� X-x 1 11 Ii w 57.00 I I 60 -904 \ 60�1,11 OUTLOT /A o I -N- / / '% oy I vv I I / / d / /\ I I I I IACV / � 0 50 100 A - - = x. \\� - NE'ly Line of Lot 22 \ I NNE �' ^/ / / N \ SW'ly Line of Lot 4 �� h / I I I I I SCALE IN FEET ���\ -Z� / Lila \ s6,. I I W I I THE SOUTH LINE OF BLOCK 2, ROHAVIC / / `\ `- ' \\ - - - - 90j Drainage & Utility OAKS IS ASSUMED TO HAVE A BEARING OF osement Over ^� l - - ^ l I NORTH 89°53'35" EAST �\ \ / / _ s� 1 / \ \ � of Outlot A \ \ � �° I I I \ I INV= ( L-- O DENOTES I/2 INCH X 14 INCH IRON MONUMENT 10 892.59 SET, MARKED "LS 17255" DENOTES NAIL SET /�� 9 0 ' 2 ` �90 \ / �\,o /\\ 0 .J • DENOTES IRON MONUMENT FOUND / / ?,. C• 2, � ��� � �� � �11k DENOTES REBAR IRON FOUND / / o• or,•o w \ _ I �? J h-- ® DENOTES NAIL FOUND CIOI 3 -g04� I I DENOTES CAST IRON FOUND �'No �\ \ a N905- 6 I wI \ ° M120 3'/-� 05 I X /ICI I ► I SURVEY LEGEND / / - ► I I I X/ I Q w D ELEV @THRESHOLD CATCH BASIN » STORM SEWER ' / / \\ \ / / --- ` /66 / \ \ \ / I I� I I I THSI I W �® \\\ I c I I I I x� 2 CO SAN CLEANOUT STORM MANHOLE > SANITARY SEWER I °25 I I 1 I I I o X O \ COL BUILDING COLUMN SANITARY MANHOLE I WATERMAIN \ \ X9 O HAND HOLE HYDRANT CULVERT / / / \ 9cn ----�- / I �O - o \ l � Drai oge &I Utility Easement - I I UNDERGROUND ELECTRIC RD o ROOF DRAIN D4 GATE VALVE ELE l� 0 MAILBOX 0 POWER POLE FO UNDERGROUND FIBER OPTIC \ I I \ \ I \ / / I `� �O XPCs / to POLE GAS UNDERGROUND GAS I \\- - - - - - - - - XI Oo A�gV) o GUARD POST cn L - --------�--------- I I rgo° I / T \ I I I I ° GUYWIRE TEL UNDERGROUND TELEPHONE +1 I 0 WELL � / -� SIGN OH L x \l f \ \ = OVERHEAD UTI ITY o N \\ I �\ \ rn g x972.5 SPOT ELEVATION -X X-BARBED WIRE FENCE \ II \ N89°2549"E 39/.l8 I ti I I 41 ❑A A/C UNIT -0-0- CHAIN LINK FENCE \\ II I \ ------------ r----------- ❑T TELEPHONE PEDESTAL -N-N-SPLIT RAIL FENCE \ - �A I \ 1 I I I I I oU^ $ m OE ELECTRIC MANHOLE -� �- WOOD FENCE _ _`_ - - \\� 90 1 � I 90s\ J \� -- Drainage & Utility Easement Q TELEPHONE MANHOLE TRAFFIC SIGNAL - - v I OE ELECTRIC METER CONCRETE CURB \ \\ 6 2 X W I \\\ s I ICI I \I I © GAS METER - - WL- EDGE OF JURISDICTIONAL WETLANDS \ I I -33 -3 BSBL BUILDING SETBACK LINE Existing a House / ►I L=20.98 l\ l \ I I I a CONCRETE c 2 '2 ,� --� p � �4 2709 -- \___---- ► Ion \ g03� \ IN I I w c g�2 CONTOUR \ o �� �� \ \ \ o / / \ Sly Line of Lot 4 & / cS894047E\\ \ NIA„- NLine Lot 5-\ 1/2''OP '- - - - - - - - - - - - - - - - -x - �-� - - - -- 56.71 w o N89040'47"W 356.64-- - - o �3 I PI CHED HOP rn a o "� Shed" Z /32.1 'A I I \ \ S89 40 47 E- _ �\ I 20.3 N N'Gara e I -----W'ly Ext. of S Line of '04- - 250 SF N 713 9 N I I -33-4 w _ Lot 4, Aud. Sub. No. 107 2.1 ` II ON NO \ cy I II J OR. FENCE N� N � ^ O \ v\ = 38.2 C FALLS a N O a s ' S o o, w I c; 0.4N 0.5E- Ni I \ ZN� ^b I Off) ^�\`- �� \ G �w cc'o o,y It Aj S89°44'38"E - / v \ /It g4 47.8 I CAP s 7 1 ` I \ - - 12 - - _ 80.95 _ _ \ \ o k6 ci /34.s W roo �o•y \ �� I 37.2 I I � I O a O I l Story �i w a ' h e d \ ch \I 1 ' M Stucco Building I I O Oui L2675SIF ICCOTTAGE HOME RMH90.25 1 - INV=892.9� o \ CAP#3527 DETAIL , I -� _�_ \�'\ o e -�--- ' :I) M \ I I o J N Line Lot 6 -� I I O J Droinagetility Easement Oder rIJ � 3 All of\0CJ7�bT B 0 o I a 33 33 W 7'-,N3 � \ -O I -- ' \ \\ \ I� 4 I / / I I � p LU 11 : 11 se 2 I,3N ��� ❑�\ , ��/ \ O I / T' I r I I �w op ; \ V _ co 5.8 , - /t / I W \ E d �i 33.I O �' I I I ti °o �' Q. I t N Line of Anoka I 3 Proposed Trail - I I , o -- \ , I T h - T - <----------- �t -- °4�' YI m ° Z _ 1 ICo. Highway ROW o i In ASH STREET a I I I I S89 58 OS W I _ /0 0 1 ' 72.95 i l60 - \ I Xo N89 044'38"W 353.60 I Plot No. 48 89 °44'38 "W '08 "W IN c 3 < _L16 _ ° 2.7i �r - _-sM+- 53 0 0 29.18 �I EXCEPTION' -I N89 4 38 W 527.77 � --' r ` � s�cz,T1 -- -- = S89°44'38"E 113.35 �0 EXCEPTION _0v --- L- RQW �� cn - I� o l I YY�� MH sTM N; I / N-� I I S Line Lot 6� .,L=17. 4-- I I I /`n RIf901.22 RIM=900.96 90) I. ]p� I SMH I/ I h °, I, i I . / n / / I r, 11 , r, I r, CNN=89�.22 CB c0� GA¢ / GAS / �� 1., 1 RIM-9 2.74 I k / O I 11 1 a I I \ 1\ 1 I I-' I i RIN-900.20 r r� "O INV=B 03 ° O u • I Ii o "I-�� o 11 •� GAS / I - u + R=1465. 9 I ° N89 5808 E S89 °44 38 E 1 • 36.85 / 1354.58 • i� S89 4 3� STMH N89 44 38 W 113.35 I - cns P , \ - - - 695, 68 74 I n S \ I r , tRhV_ , (Min. Setback Distance) \` --RIM_=_9O RIM=900.75 I C- r, r r r, r, r o 1 I I r� I I v� r r f r ri�rti ry 11 gF�O , \ „ A I I r, I I -S 114 � INV=897.06(N) I J I I t I G G i 11 ., �i �^ 11 t V �� �� l� r \�� g\ "� / I I i t �-] , 1\ 1 (NOT TO SCALE) S 3/, T. 3l, R. 22 wv=Sssss(E) I (Nubllcly traveled RoadW 906 I I i I 1 SE 114 Corner of S. 3/, T. 3/, R. 22 - ti 1S Lin of Lot 22 per AUD. SUB. NO. 107 i _ r, 0 ' $ i N Line ROW per AtV. SUB. NO. 10 / NE 114 Kner of � C/M 3rd Correction Monument Lirr�of SE�4 oT.3l; R�2 Purposedly Taken as ROW per Prescriptim Right / S. 2, T. 30, R. 23 - (3.38 N LEGAL DESCRIPTION All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5. AND All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5, Anoka County, Minnesota. AND That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line 289.31 feet to the North line of said Lot 5 and said line there terminating. Excepting therefrom Parcel 21, Anoka County Highway Right -of -Way Plat No. 48. AND All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of said Lot 6 to the North line thereof and there terminating. Excepting therefrom Parcel 22, Anoka County Highway Right -of -Way Plat No. 48. AND That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said Auditor's Subdivision No. 107. Excepting therefrom Parcel 20, Anoka County Highway Right -of -Way Plat No. 48. AND Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No. 107. AND That part of Lot 3, Auditor's Subdivision No. 107 described as follows: The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet. Anoka County, Minnesota Abstract Property GENERAL NOTES SURVEYOR: OWNER/DEVELOPER: Loucks Lyngblomsten 7200 Hemlock Lane, Suite 300 1415 Almond Ave. Maple Grove, MN 55330 St. Paul, MN 55108 763-424-5505 651-632-5387 1. Prepared May 11, 2020. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6075 Hodgson Road, Lino Lakes, MN. 3. The bearings for this survey are based on the Anoka County Coordinate System NAD 83 (1996 Adjust). 4. Benchmark: MNDOT monument 0280G located at the southeast quadrant of Sunset Avenue over 35W. Elevation = 929.28 (NGVD29) Site Benchmark: Top nut of hydrant located at the southeast quadrant of Ash Street and Albans Street. Elevation = 903.48 (NGVD29) 5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27003CO344E, Community Panel No. 2700150344E effective date of December 16, 2015. ei. The field work was completed on October 10 2019. 7. Buildings on adjacent property are taken from aerial photographs and maps provided by others. ZONING INFORMATION Current Zoning: Zone (GB) General Business District Proposed Zoning: PUD, Planned Unit Development SITE DATA PROPOSED AREAS Block 1 Lot 1 = 4,1ei1 Sq. Ft. or 0.10 Acres Lot 2 = 4,154 Sq. Ft. or 0.10 Acres Lot 3 = 4,154 Sq. Ft. or 0.10 Acres Lot 4 = 4,1ei1 Sq. Ft. or 0.10 Acres Lot 5 = 4,1ei1 Sq. Ft. or 0.10 Acres Lot ei = 4,154 Sq. Ft. or 0.10 Acres Lot 7 = 4,1ei1 Sq. Ft. or 0.10 Acres Lot 8 = 4,1ei1 Sq. Ft. or 0.10 Acres Lot 9 = 4,802 Sq. Ft. or 0.11 Acres Lot 10= 4,q. Ft. or 0.10 Acres Lot 11= 4,1 ei1 Sq. Ft. or 0.10 Acres Lot 12= 4,112 Sq. Ft. or 0.09 Acres Lot 13= 4,141 Sq. Ft. or 0.10 Acres Lot 14= 4,1ei1 Sq. Ft. or 0.10 Acres Lot 15= 4,307 Sq. Ft. or 0.10 Acres Lot 16= 4,1ei1 Sq. Ft. or 0.10 Acres Lot 17= 4,1ei1 Sq. Ft. or 0.10 Acres Lot 18 = 4,161 Sq. Ft. or 0.10 Acres Lot 19 = 4,161 Sq. Ft. or 0.10 Acres Lot 20 = 4,234 Sq. Ft. or 0.10 Acres Lot 21 = 1 a4,214 Sq. Ft. or 4.4g Acres Block 2 Lot 1= 181,122 Sq. Ft. or 4.16 Acres Lot 2= 53,044 Sq. Ft. or 1.22 Acres Lot 3= 30,800 Sq. Ft. or 0.71 Acres Outlot A 102,547 Sq. Ft. or 2.35 Acres Outlot B 16,977 Sq. Ft. or 0.39 Acres Outlot C 93,809 Sq. Ft. or 2.15 Acres Gross Plat Area= 915,795 Sq. Ft. or 21.02 Acres Proposed ROW= 79,841 Sq. Ft. or 1.83 Acres Wetland and Wetland Buffer= 22,750 Sq. Ft. or 0.52 Acres Net Plat Area= 813,204 Sq. Ft. or 18.67 Acres DENSITY (Acres) Gross Area 21.02 Wetlands & Water Bodies 0.28 Public Parks & Open Space 0.00 Arterial ROW (CSAH) 1.83 Other (Utility Transmission Easement) 0.00 Other (Wetland Buffer) 0.24 Net Area 18.67 # of Units 167 Gross Density 7.94 Net Density 8.94 # of Units (Future) 223 Gross Density (Future) 10.e,1 Net Density (Future) 11.94 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II -5 II 5 - -1 - 10 I I +I II ---1--J L - ---- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. OEM LnUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 10/03/18 SURVEY ISSUED 10/17/18 REVISED SURVEY 10/19/18 REVISED PER COMMENTS 01/09/1Id ADDED ADJ. EASEMENT 01/10/1Id UPDATED SURVEY 01/12/19 UPDATED SURVEY 01/29/19 REVISED PER COMMENTS 04/15/20 REVISED PER COMMENTS 04/24/20 UPDATED SURVEY 05/08/20 REVISED PER COMMENTS 05/11/20 REVISED PER COMMENTS 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. enry D. Nelson - LS License o. 17255 Date 10/03/18 Loucks Project No. 18268A Project Lead HDN Drawn By SFH Checked By HDN Field Crew SFH, MJA I Trailer ' 49 Court CHERRY LN. ICIR. OPj3%IN APPLE LN. I PLUM LN,I \ _ Q I LINDA N LINDA AVE. LINDA WHITE PINE RD. CT• z a PINE RD. SC HL4 E Iw o °W LN J CT RAVEI a WOODRIDGE D o I a c o o o l? ROHAVIC LN. I Y SITE I T31N R22 31132 o c�° 49 I I \ I T30N R23 ASH T. _ ] COUNTY RD. J W. F1 (49) LYNGBLOMSTEN AT LINO LAKES ADDITION City of Lino Lakes County of Anoka Sec. 31, Twp. 31, Rge. 22 KNOW ALL PERSONS BY THESE PRESENTS: That Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Anoka, State of Minnesota, to wit: M041DI AND AND AND AND AND All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5. All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5, Anoka County, Minnesota. That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line 289.31 feet to the North line of said Lot 5 and said line there terminating. Excepting therefrom Parcel 21, Anoka County Highway Right -of -Way Plat No. 48. All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of said Lot 6 to the North line thereof and there terminating. Excepting therefrom Parcel 22, Anoka County Highway Right -of -Way Plat No. 48. That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said Auditor's Subdivision No. 107. Excepting therefrom Parcel 20, Anoka County Highway Right -of -Way Plat No. 48. Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No. 107. That part of Lot 3, Auditor's Subdivision No. 107 described as follows: The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet. Anoka County, Minnesota Abstract Property Have caused the same to be surveyed and platted as LYNGBL-OMSTEN AT LINO LAKES ADDITION, and does hereby dedicate to the public for public use the public way, and does also dedicate the drainage and utility easements as created by this plat. In witness whereof said Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Lyngblomsten at Lino Lakes, LLC SIGNED: as STATE -OF COUNTY -OF The foregoing instrument was acknowledged before me this day of , 20 , by , as Minnesota limited liability company, on behalf of the company. Notary Public, My Commission Expires of Lyngblomsten at Lino Lakes, LLC, a Notary Printed Name SURVEYORS CERTIFICATE I, Henry D. Nelson, 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 Henry D. Nelson, Licensed Land Surveyor, Minnesota License No. 17255 STATE OF MINNESOTA COUNTY -OF HENNEPIN 20 The foregoing instrument was acknowledged before me this day of Nelson, a Licensed Land Surveyor. Notary Public, Hennepin County, Minnesota Notary Printed Name My Commission Expires January 31, 2020 CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA 20 , by Henry D. This plat of LYNGBL-OMSTEN AT LINO LAKES 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 By COUNTY SURVEYOR Clerk I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Charles F. Gitzen, Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. a, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 0 Property Tax Administrator COUNTY RECORDER/REGISTRAR OF TITLES COUNTY OF ANOKA, STATE OF MINNESOTA 91 Deputy I hereby certify that this plat of LYNGBLOMSTEN AT LINO LAKES 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 0 County Recorder/Registrar of Titles By , Deputy .. LOUCKS SHEET 1 DF 2 SHEETS LYNGBLOMSTEN AT LINO LAKES ADDITION City of Lino Lakes County of Anoka Sec. 31, Twp. 31, Rge. 22 ,- E Line of Lot 4 & W Line of Hodgson Rd. per S'ly Extension of E Line of J o N I ROHAVIC OAKS and Monumentation N v V - T E Line of SW 1/4 of the , r - , , A ri I /\ F1\A/\/ /♦AI r+� �� 'h ♦i WIC SE 1/4 S 3/, L 3/, R. 22-� I -\ I vv Y E Line of Anoka Co. SO°0/'52'E Highway ROW Plat No. 48 _ 3300 i SO°34'1l "E 1288.54 \ ---- a 108 w / o I� `-E Line of Lot 4 per S89°5836.'76-- , � -� 'S N HODGSON ROAD N i AUD. SUB. NO, 107 �, _ _ I HODGSON ' ROA D N89 °4438 "W �I 18 _ _ _ 1 SO°34'll"E 269.5/ S89°25 L=148.29 d=s°l3'28"-/3s5.0o 1 - - - - - S0 °34'l l "E 297.90 78./2 S5°39'/8"W I I I L=24.19 I o o i i� / o �� a i N _ -� I -,� 463.67 1 d=0 55 /4 NO 0625 W � SO 0625E , n o o, I - F- - �45.74 _ _ - I ° l7-L=l ° 04 17.34- 73.00 R=1505.5/ I 11 I �0 39 58 25 25 1 I I 1 239.8/ - I R-14165.69 z N Lr)I 1 0 J 1 /o O ` 1 1 J I 1 8 /0 N N i NO°O6'25"W <\ I 1 c z 1 1 I o 0 0 0 - IN i 73.00 I Sl7°42'S3"E °a 1, , � - `. j I .o Un I 1^O _ 2 22.12 6 / I I a I I o , „ / DETAIL As- 1 _ I I 1 wl �III SO 0625E � I ,,\ s° \ � \ -- 1 -- i I I 3x NO°06'25"W 73.00 I ' �, / (Not to Scale) �� �6 ,-\ \\ I i I < awl 33 0 73.00 0 00 o SO°0/'l6"W SO°0/'l6"WCr jl 3 h 20 u° i / 6.4/ 6.76 �/ �S�It, � i 13.35 �, `�1 I 1� -----1-----------"' 2� o o NO°O6'25"W 1 I 05 'j I o , „ j \ v o\ 3 ° , o 41" fig. 3 so o/ is w r�s I _ \ - - _ SEE DETAIL A 1 "' n I ;I; Z .Q NO 06 25 W cV 73.00 I v v L 1 `` 7300 ; o 0 0 ���� << \% I t o �0 I .. 0 g'S3�1� i'' i, m �// N o 0 0 Lo 9 r sus �,� �� I `, �, i \ I N I 10� `� I AIL/���q�I _�C h ^Lr) 4 '� R 11 , O °j 00 , I :11ap 0 2 CY_ 7' 3 , ,, Q Q 0<3 Q NO °06'25 "W - \ d` o , " o 0 o NO °06'25'W 73.00 \� o Q / p� \ SO 0/ l6 W s� 1 I I < '1 z� o �,__- 3 2 o73 00h o ^ O rn � No I ��D �� S_cS° 6� /� I / I I r \ \� 1 / LdJ Ln LA oLo C51 S? u) NO °06'25"W , �, \ �� I I I o o I // w W_ 73.00 No o \ - I I I I z I ` NO °06'25 "W i hLO ?6'y� �o \ O`t' \ ` 73.00 i ^ 6�o S F �j o \ \ ��� \ / \n6, I I I o dot 225 I 0{ ots / (%� 00 I I rn I rn / \ .<C/ i r, 3t W v t 1ne o{ 1 / ,r ^ N 0 1 I 1 S�\/ / P {g�{ 0 9�5�1 Io 3 o I o I i ;� SO°06'25"E 6 /30 50 I I `� 1 /0 I i/ / `- 00 NO 0625 W I' !�� ¢2 rn 11 L=30- 6 I t=87./4 o ' 73.00 I 73.00 3 a.� iS o� - _ I / _ 0 00 00 oo �o%> o % /S° \ \ 1� 25 25 I _ 4=5°I8 23 d-l5 07'45" / / 11 M `I- o ♦ L - ° / 1 /0 a- Q 7 /7 I\ 2S�„ 0 2S0?E I 110.07 L=117.70 _ d=// 2950 < `� % o ��� 2?40j 936p _ 56 d=20°26'08" J 3655E L=54.18 I / / 11 _s_ I Q\ 1� _ _ _ 59. l. 44 1� R=330.00 54. q yD ---- N8 226. `- � „ � NO °06'25 "W moo° � - -� 56.81 °49' 13 W / / III - I 50 I / I NO °0T04 "E 69.29 11 N NO 06 25 W 1 '� 3 i / / / �1, L=96.30�„ `, GA IEWA Y I < \I�,� ,h 73.00 �, 6, S/S?S' L=114.22 II / / I d=20r26 08 \ i / I DR/VE o 1 3 0 J o d, 0 2 /y -24 /4 /6 R= 70.00 , S// ° 0 73.00 0 o 00 0 0. 0 o d , // , I 3' L=66.22 I n o� oo Q o vZ I� �% "' I� ``� ??¢0� �o R=270.00 / 655'�i d-//° j 1 cn o DO I� Q I� I �, "� �+ o� "� / \ L=75� j2 5 . I - 29 50 0 , „ Z h o m ,( / �\ - - ° I A'=330.00 I SO 07 04 W 1 0 rr / - NO 06 25 W I 44 / 20.98 d-l5 5 �77 °¢g'13"E 226. �, " _. / / W 8�58 69.l5 o 0 0o r 73.00 SS / d=4 2709 - 4�/ ^ I rn rn v I 26.4/ � �� 6�io`�� S7°l8'27"E 9.60 d=24°l4'ls" R=330.00 I / / I ,tl� o 'FjOUTLOT l0 /0 Z NO°06'25"W v I I (1 SO006'1 It o6 `s <�-12.30 / / oar °�'d �91�9 9\ -, Trail Easement z I j 42632 -- / 2/ 1 9 y 73.00 co ti6 „ % % N 9 lu Oraina e & Utility oI 1� �O °* 34.75 / s??° OUTLOT • A / / \ 0{ 1 / a0 Easement Over rn Q c» I `7 5R 5 'S �� Ste' S67°023/ "E / e 00 h °d ^ ` N V ` ��z � ��p0� ,� �S�o S�SB /_�`�?s9 �%--9.69 Drainage & Utility / / \ �,{� \ 1�ot 22 o� A// of OUTLOT B 1 I o o Easement Over / 0 ap _ ' �; / N5°13'51 "W 09 \ �o �k `�`� sS9��, S , / _------------------------237 �I- 7------ o \ \ _ 74.80 \n \ �,,,- ti 0 0 Si ao I 177.02 /o o i {0• so ° 0 O p All of Out/ot A / l001 o " \ „ cfl� \ .990� F` ��� 1^] 'S� o B) --\ / / � � � �_ o r u 50.00 NO 06 25 W �ti E �� o, \ �9 /4 ,� ? / 1 �, NO 34 06 W /87.02 I - - - 17.34- x l `sue\ OO t 0 00`L`L ti� S6 `sib , N v / / >" lO. DO-� I SO °l5 22 "W v /O � \ \ \ �F �� ti� �0 1 �hti 1�. /3 \� Nam° o `o / / 565 - �� Ir 1b p / `��q, , `� ���� �- c c / 5� �' SE N Line of Lot 3, i �v W Line of SW 1/4 of the r I / (ko"/ AUD. SUB. N0. 107 - 00 5 / N42°l0'l0'E o F 0�0 �� 0�� 6� ����O%K- \\\ / r \ \ SE l/4 S. 3/, T. 3/, R. 22 - SI 036'21 "E 65.53 - 1 _ ./ \ U\U �� raj ^ NOO / E 5O Sig' i - 2 21 \� �' N / / o{ the ' \ 1° Drainage &Utility o N�o Z NI 036'21 "W / / \-' vot 22'& �E\S�P\ES Easement Over "� 7247 / 5 \O1 4 \ All of Lot 21 I I Otis \ / / \1rt1�.2 �O�OOpR\0 o {g / 0{ S71 °02'23 "E �� 90 9'' 0 1040 � o I 5700 W \\ v41. 44 �I DETAIL B (Not to Scale) \ I I \ I I i L=96.30 d=20026'08" R=270.00 \ 11 d=4 27 09 d=15058'58" v ' L=20.98 L=75.32 I \ Lrj I I Nv 3� o� 0 45 P►, °� 2�•Zg O� W � �� ��^ o� 0 � W1y Ext. of S Line of �21°�19{ \Lot 4, Aud. Sub. No. 107 -� 9 ' / ZZ / 0{ dot Q �o / =' N/0°50�5t _ / / �� \ <I I II' .IIII - - Q ~ Trail Easemen t - I 5700 / 2M • I II 0\ < (INFO) DENOTES INFORMATION AS SHOWN ON 0 60 CITY PLANS. NOT FIELD VERIFIED. z � / / N_ N60 °l6'03'E J DRAINAGE AND UTILITY EASEMENTS 1-24.08 \ �� / ARE SHOWN THUS: I �` SCALE IN FEET A ° I I BEARINGS ARE BASED ON THE SOUTH LINE OF �- 5 • 00 / / THE SOUTHEAST QUARTER OF SECTION 31, I I , ,� K { C / TOWNSHIP 31, RANGE 22 HAVING A BEARING 5 zuzzu / / 2gg69 OF N89P44'38"W 10 < / O DENOTES 1/2 INCH X 14 INCH IRON U MONUMENT SET, MARKED "LS 17255" I 1 1 I r\ o 2361\---�--J L - - - - - - - r I Q / Q DENOTES "PK NAIL" SET ' C v, r'- SITE o \ • DENOTES 1/2 INCH IRON MONUMENT ' Found Anoka County o I FOUND, CAPPED "LS 12251 ", UNLESS BEING 5 FEET IN WIDTH, UNLESS OTHERWISE Cast loon Monument- J z I OTHERWISE SHOWN INDICATED AND ADJOINING LOT LINES, AND - - - • - • Zt BEING 10 FEET IN WIDTH, UNLESS OTHERWISE Q. I ` O DENOTES FOUND COUNTY INDICATED, AND ADJOINING RIGHT-OF-WAY SECTION 31, TOWNSHIP 31, RANGE 22, o CAST IRON MONUMENT LINES, AS SHOWN ON THE PLAT. ANOKA COUNTY, MINNESOTA �,"K ■■ LnuCKS I SHEET 2 OF 2 SHEETS f 2 3 4 5 6 7 8 9 ID Lyngblomsten Lino Lakes Campus MN C A B C E F G I 211 WOODRIDGE LANE LINO LAKES, MN 55014 215 WOODRIDGE LANE LINO LAKES, MN 55014 221 WOOD LINO LAKE 2Z LIN 676 COUNTY ROAD J WEST 668 COUNTY ROAD J WESI SHOREVIEW, MN 55126 SHOREVIEW, MN 55126 NOTES: 1. REFER TO SHEET C1.21, SITE PLAN NORTH, FOR NOTES. 2. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. SITE STATISTICS: NORTHEAST PARKING TOTAL STALLS = 6 ACCESSIBLE STALLS REQUIRED = 1 ACCESSIBLE STALLS PROVIDED = 0 NORTHWEST PARKING TOTAL STALLS = 5 ACCESSIBLE STALLS REQUIRED = 1 ACCESSIBLE STALLS PROVIDED = 0 MAIN PARKING TOTAL STALLS = 77 ACCESSIBLE STALLS REQUIRED = 4 ACCESSIBLE STALLS PROVIDED = 7 SOUTH DEVELOPMENT PARKING TOTAL STALLS = 153 ACCESSIBLE STALLS REQUIRED = 6 ACCESSIBLE STALLS PROVIDED = 6 LEGEND 1 c2.1 REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK C-7 7 PROPOSED CONCRETE SLAB PROPOSED BITUMINOUS TRAIL PAVEMENT PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT PROPOSED URBAN STREET PAVEMENT PROPOSED RETAINING WALL PROPOSED DECORATIVE METAL FENCE 01 PROPOSED TRAFFIC CONTROL SIGN o PROPOSED BOLLARD ® PAINTED ACCESSIBLE SYMBOL O 0 PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LYNGBLOMSTEN 14115 ALMOND AVE W ST. PAU L, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae. com. 1 651.227.7773 ANDERSON-JOHNSON ASSOCIATES, INC. MA". LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING 7575 GOLDEN VALLEYROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 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 ri�L r *1 6y�' DAVID A. REY Registration Number 40180 Da 10/04/2019 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DID SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/04/2019 Drawn: BJD Check DAR North SITE PLAN OVERALL PUD Development Stage Plan / Preliminary Plat Sheet rev 3-11-19 C 1 ■20 Scale: 1 "=60' 0 30 60 C1 ■ 2o 1 o o 2 o o 3 o o 4 o o 5 o o 6 o o 7 o o 8 9 10 Lyngblomsten Lino Lakes Campus MN C A B N C E F G I.1 Wwfay „uvww ,may, I NOTES: 1. REFER TO SHEET C1.23, GEOMETRIC PLAN NORTH, FOR NOTES. 2. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. LEGEND BASELINE FOR DIMENSIONS PI POINT OF INTERSECTION PT POINT OF TANGENCY PCC POINT OF COMPOUND CURVATURE BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LYNGBLOMSTEN 14115 ALMOND AVE W ST. PAU L, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651.227.7773 ANDERSON-JOHNSON ASSOCIATES, INC. 24amolwo LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING 7575 GOLDEN VALLEYROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 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 ,ILL *% /'W" MOE DAVID A. REY Registration Number 40180 Da( a 10/04/2019 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/04/2019 Drawrx BJD Checc DAR North GEOMETRIC PLAN OVERALL PUD Development Stage Plan / Preliminary Plat Sheet rev 3-11-19 C1.23 Scale: 1 "=60' C 1.24 f 2 3 4 5 6 7 8 9 10 Lyngblomsten Lino Lakes Campus MN C A B C C E F G I.l WETLAND 1 EXISTING 2YR HWL = 899.66 PROPOSED 2YR HWL = 899.68 I a I II I all EXISTING 10YR HWL = 900.13 /i t \ ' \� I I I I -- PROPOSED 10YR HWL =900.03 / % f 1 I ---_� 05.7 ME ( I J / ` \ EXISTING 100YR HWL = 900.72 / L 0610 EOF I 06.7EOOF E / ,ME \ \ J .8 ME 08.7 ME 10.1 ME ' 1 07.3 07.2 6.1 ME 06.2 ME .1 / 9.2ME s�AIE�- 00.1EOFpROPOSED 100YR HWL = 900.33 r.,.SMa� oo.3ME �„L„-„- ,�� p5,q 7.2 \ / `o2f9 _ _ _ 00.4 ME I / / / 90 105.4�6' 6.0 EO 0 .3 �6'� I9�> 0907 O� • 06 5-4 02.9 r 0� 02.9 12'POi� �� 9.8 • 4 .8 9p6 05.0 I - I 1 ,� II 14 25' WETLAN� BUFFER / OL6� t 07.4 � 7 0J `OLO 07.0� i 07.4 08.2, 08.7 08.9 \\ \ 03.3 ME • VOT 9 LOT LUIr T LOT 6 L�7 5 LOT 4 I L�T 3 LOT 2 LOT �/ \ \ I I /9SB-10 o 9. j / 07.4 / ozo 07.0 \ \ 07.4 �( los.2 08.7 a 02.0 EOF 02.99.3 ME 074 / 07.6 u .0 Qj.0 07.0 06. c 0 .� 08.9 / 07.6 07.4 07.0 07. 2 08.7 I \�\ DRY BASIN 4P /\ / L91f 10 1 y c \ \\\ 03.1 ME BOTTOM = SLOPED AT 1 % I 02.9 \99.8M OR75/ •! 90 ?^._ O a \\\ HWL=901.00 / 0 q 1 \\ \ EOF =902.00 I l \ • / 07.5 / • 08.5-•^ 1 1 99.6 ME lI \ / O ,� / 07.1 06.4 06. 05.6 06.0 06.2 05.6 5.5 \ _-n \ 7.3 07.7 07.5 07.90 0 07] l \ \ \ 1 \ I / I O 06.3 • / 906 06.5 \ 05.9 / •8 Joni 07.6 I \\ \ N \ I 9 \ / I c O I A tr/ // ���05.9� VO�.S-7 L f I / \ r008 7.0 t07.8 08.6 / I 07. E \ \ 1 r \ 99. �E I 6.5 05.6 ( 05.6 0:.5 07.3 I \ `� I I I I 0 )5.9 E 14 07.5 0 08.6 cc O -05.9 07.9 m 99.7 ME I I 06.2\-OF 05.9 07.0 06.1 06.0 1 0 .0 072 08.6 /} 98.99.8 ME I i3 907 90 0 I \ 06.2-) 9 06.7 08.4 \ � \ 06. al ° 6 107.1 v 07. E I I 07.1 /1 TOT 17 0 0 oz r 1�.3 07403 oa.0 oz \ \ Q�•\ / LOT 16/ ,o h c / LOT 19 LOT 20 O \ 0)v 08.2 \gB \\ / 1 "ST 99• / / o 0 0 / 7.6 O \ \ V7.7 \• E ap - a / 06 6• ,86.4� Lc71"15 . / ✓ � \ 08.3 �� a I I I 17.3 07.1 05.4 / 07.3 0.6 �6.3 08.7 07.3 �6.3 EOF f 05.6 Uh.Z 08.6 a OI 055.V IDGE LANE 00.9ME ¢ E / 6/ // � / \, / 05.4 05.8 \ MN 55014 ME \ 2\ LOT 11 I 50 o7.3y y 0' 5.7' 06.5 \ \ \ °o,/� _" \ \ I I I I \ \ II 06.3 = / 06.9 / 1 ME / / 6 / / t 05.7 6 ` vi r♦° / 07. E 106.3 06.3 05.1 / /5 06.3' / / / /��•4 909� / O I / / a- 06.8 04'7 5.8 911 I f \\\ \\ .8 ME \ � // 05.8 ga.6 T- os.o � / o5.a \ � � 07.105 I 1 r O \\ 04.7 / 05.3 07.�I 06. 06.6 �� 05.5 \ 06.9 07.`J' I / 1 l 8� •� r - 06 `�9.. 06.6 f ` 07.1 E I / 74.5 \ `06.0 \ LOT '1� \ / 06.5 OF / \� 3 ` ` � � / a / M. ` ti \ 06.9 m.2 ! \ \ \ Dz 07.1 0 2 04.9 O4.7 \ \ \ 895 / / •C' 7.0 ♦0 _ 06.9 71 6 / 90 �2 I I '1 \ \ l `9S / 06. \ 10.0 \ 21 5 O$�•�lull 07. E I • I \ \ \ I 04.B- MOOF WAL 06.6 06.3 w Or ` t0'r 07.5 I I I 'VOODRIDGE LANE \ 1 I 05.1 ohs \ / os.s 07.5 10•0 \ I 07.0 6.0 07.0 7.6 10.0 0.5 0 I l LAKES, MN 55014 1 \ V2, / \ \\ - / 07 _ \ f al 07.4 \ 1 13 .Q6.5 7 \ Z / 10 0 I - \ o.s \ Y I - 06.9 / � � 1 a. ` 09.8 0T I r 07. E I I I I 6 \ \ \ E ` • / ef• 06.2 90 4 41 6.3 0�O5. 06.3 -.. 07.3 ) \ 10.5 10. 0 7 I III I I J \ \ /,�6.2 \ S \ 06• \ 06. •-05.9 7 07.3 `10.5 I �� 1-Q1�,,,, D E \ \"1 229 WOODRIDGE LANE LINO LAKES, MN 55014 231 WOODRIDGE LANE LINO LAKES, MN 55014 233 WOODRIDGE LANE LINO LAKES, MN 55014 239 WOODRIDGE LANE LINO LAKES, MN 55014 241 WOODRIDGE LANE LINO LAKES, MN 55014 v, \ \ At.7 906 06. EOF i / 07 " 10.5 _ / \ Ir, I i 06.2 --as \ / /� 008.4 - l \ /�_ 09.1 \ I I 1 • �Q 06.1 �-\V'•3 °� �10. `- c 09.2 1 I 04.2 05.4 07. 09.8 • �V1^ ►� 06.9 05.0 10.51 1 / ( y 05.2 �of 07 6 07.5 7.9 - - I II -PO -0-0./ os 9 05.7 906 / / -10.5 \ 09.0 / 07.E '10.51 08.9 TOP OF WAL O \ BOTTOM OF L 1900. / \ 08.6 of ) 9 �10.5 1 ( POND 3P NORTH POND 0 08.3 - 90, b \ _ 10.5 �08.6p°j \ / II \ BOTTOM = 86.00 // 41 °1 07.5 07.8 09.8 / .I • \ HWL =900.80 I 08.7 08.4 08.7 / o \ NWL=.0 901C \ ` 08.5 1 I I \ 9 EOF = 901.908.3 19$B- 0 , °j ) 10.0 •` 10.5 \ \ I I I 08.4 08.4 08.5 \ \ 08.2 _ 08.6- 10.5-• I I_ \ \ 11 ) 08.8 08. 07.:' \ 09.2 09.8 I 7. E P/ 07.9 / 08.1 09.7 09.2 08.6 08. 08.0 0 .5 \ 09.3 11 1 1P 08.5 08.5 Of. 6 / 08.7 09.8 10.1 09.9 \ I \ \ �tP I o / 8.9 2 08.2 1 08 09.7 10.5 \ 1 1 EOF = 901.90 S I I C08. 09• 08.7 7.904 ° 09.2 10.3 10.5 �• l 1 °2'6 10.3 0 l) ,,,�pp��-�1 1 0.1 08.6 / 1 10.5 / I I \\\ ` ♦ 00.8 ME \ 09.8 7 \ _I 1, \ / /.r' 01.9 E III \. 00.5 \ 08.4 10:1 SAFETY BENCH '� 0 07 \\ 1 \ / / a \ 1 07. E 8921� \'\ \\\ \ 07.7 \✓ \ 10.5 0s. \ ` \\\\\\\ •1 \ \ 8.0 \\ 10.0 // \\ \\ MAIN BUILDING o9.s os.2/ \\\\\\ •8 / o �07.8 \ \\ - \ - ool TOP O/ \ \ \\ \ 10.5 11.1 I I F AL 9 7 I 09.4 8 I 10.5 \ / 12.0 09.0 09.9 08. 09.: • I ' a9$ OTTOM O L 90 / N. 09.4 I I o I 09.0 3 \ 02.9 $99 07.0 ` \ 10.1 10. 09.9 08.9 p 1 \ / 06.r n9.8 1 06.0 /I'� 06.3 M. / / 1\ 8.5 10.5 1 I 02. 90,5 / 16.6 .."'° // 1 • 98.2r \ \- \ •II O2.9 9°b 06.0 10 / r 98.5 1 I \/ 10'WIDE B%MAX \ _•"' I LONGITUDINAL SLOPE, 2% 02• 05.9 \ co // , • I 10.5 O6. M MAX CROSS SLOPE \ 0 9 98.2 98.E \ 08.5 I I MAINTENANCE ACCESS ° 1 10.5 / 98.5� 98. \ I / 08.4 I l 98,2 99.2 \ I 99.0 \ I I 03.9 I � 1 .0 / 1 I 1 .7 0 M 10. 9 .2 \ 1 0 \ 1 z0 .6• 04.2 I I 99.\ I \\ 0 . 9 'f I I Op.7rE 1 245 WOODRIDGE LANE \ \ \`\ 05 10 IT- IN pI I I 1 LINO LAKES, MN 55014 \ \� I -o1.s 01.2 "I / 6.1 ` 099 \\ � l 9 01.3 ME 1.66 0 6 / 11p, I 01.7 0 1 10.0 \ I 06.4 \y I 0201.9 9�\ P6 \ !09 °9 06. p vi ♦ �� 2 FOF� 2.5 `90 �� I A 06. � 251 WOODRIDGE LANE LINO LAKES, MN 55014 253 WOODRIDGE LANE LINO LAKES, MN 55014 255 WOODRIDGE LANE LINO LAKES, MN 55014 255 ASH STREET SAINT PAUL, MN 55126 r 02.4 ME 02.4 ME Q ` / 02.9 I - 02.2 101. oz. 02.1 ` 01.8 1.5 01. 02.2 02. 0 02. \ 01.9 1 \2.1 \ _ 03.1 \ OC 2_ \I?, 02.7 03.1 M I 02.6 \ CO2.2 \ 02.5 ME 01. 02.7 ME 02.3 s- � rn 02.1 02.2 02.3 ME I 02.5 ME \ 02.8 ME 4E 1 0 \ 01 \ 26.2 / / / 05. 07.1 05.0 06• 07.0 02.? � oa. 906 .a .9 907 02.6 02.7 , 3.1 9 t 03.4 06.0 05. 06.2, \ III I I 02.0 05.9 0 5 l �o I 06. ME 1 02.0 0- 02.3 03 . � 04.7 05.3. 6 0 2 006.7 O6 0 6 06.3 I / 01.7 0�' r 02.5 03.2 02.3 QQ 05.9 02.0 02.9 04, 04.9 5.3 W.35.3 �- 06.4 0. 06.4 / \ 01.5 02.2 03.2 02.1 102.6 3.5 03.8 -o• os foss 90 07.0 os.$ \ .6 03.9 05. -�.- O6 t 05.6�\ OZ1 I O6. \ � 06. \ 02.2 I 0 2 ME 908 �� / I ~ - �38 27 \ 2 \\ ME I l I0 .O MEI ---- \ 20.3 1.2 AIE �I- 01.5 \ 0 1.8 \ 3 \ / \ 01s a 0 64 0\ 02. II � v� v H RI 9Qt.22 Diu-vA 79e Dw 1) a / v/ I o I 1 1 a � I ® 05 5 M] I - I � •/ I �0.27 O � � o ° I I I I 907 oo� I I I 90 04.8 05.1 5.0 I 04.9 I NOTES 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. BENCH MARKS (FIELD VERIFY BEFORE USING) BENCHMARK: MNDOT MONUMENT LOCATED AT THE SOUTHEAST QUADRANT OF SUNSET AVENUE OVER 35W Elevation = 929.283 (NGVD29) SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHWEST QUADRANT OF ASH STREET AND HODGSON ROAD. Elevation = 906.81 (NGVD29) SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHEAST QUANDRANT OF ASH STREET AND HODGSON ROAD. Elevation = 903.48 (NGVD29) SITE BENCHMARK: THRESHOLD ELEVATION ON EAST SIDE OF BUILDING LOCATED AT 6011 HODGSON ROAD. Elevation = 905.36 (NGVD29) LEGEND 1 c2.1 REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR k 909•9 EXISTING SPOT ELEVATION `955 - PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING 01-954.6 - - - PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS SSB-1 APPROXIMATE SOIL BORING LOCATION O PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) 4 PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) N PROPOSED GATE VALVE (GV) ® PROPOSED POST INDICATOR VALVE (PIV) <- FLOW ARROW PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LYNGBLOMSTEN 14115 ALMOND AVE W ST. PAU L, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com. 1 651-227.7773 ANDERSON-JOHNSON ASSOCIATES, INC. LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING 7575 GOLDEN VALLEYROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 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 r DAVID A. REY Registration Number 40180 Da 10/04/2019 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DID SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/04/2019 Drawn: BJD Check DAR North GRADING AND DRAINAGE PLAN OVERALL PUD Development Stage Plan / Preliminary Plat Sheet rev 3-11-19 C1.30 : 1 "=60' f 2 3 4 5 6 7 8 9 10 A MN B C C E F G C NOTES 1. REFER TO SHEET C1.41, UTILITY PLAN NORTH WATERMAIN, FOR NOTES. 2. REFER TO SHEET C1.31, GRADING PLAN NORTH, FOR GENERAL NOTES. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) 0 DETAIL SHEET NUMBER (BOTTOM) —908—,, EXISTING CONTOUR `955— PROPOSED CONTOUR PROPOSED SPOT ELEVATION 0.,,54.6 ME = MATCH EXISTING — — — — — — — PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER " PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED FINGER DRAIN (FD) / DRAINTILE (DT) / PERFORATED PIPE DRAIN (PPD) O PROPOSED MANHOLE (MH) ® PROPOSED CATCH BASIN (CB) 4 PROPOSED FLARED END SECTION (FES) + PROPOSED HYDRANT (HYD) N PROPOSED GATE VALVE (GV) ® PROPOSED POST INDICATOR VALVE (PIV) PROVIDE MINIMUM 24" VERTICAL SEPARATION AT CROSSING - PROVIDE OVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE Lyngblomsten Lino Lakes Campus LYNGBLOMSTEN 14115 ALMOND AVE W ST. PAU L, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae. com. 1 651.227.7773 ANDERSON-JOHNSON ASSOCIATES, INC. MA". LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING 7575 GOLDEN VALLEYROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 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 ri�L -*1 6y�' DAVID A. REY Registration Number 40180 Da 10/04/2019 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/04/2019 Drawn: BJD Check DAR North UTILITY PLAN OVERALL PUD Development Stage Plan / Preliminary Plat Sheet rev 3-11-19 C1 AO Scale: 1 "=60' 0 30 60 ■ 0 feetscale 30 30 60 15 PRELIMINARY SUBJECT TO CHANGE 5/21/2020 PROPOSED CURB & GUTTER LEGEND PROPOSED WALK PROPOSED TRUNCATED DOMES PROPOSED ROADWAY PROPOSED TRAIL LYNGBLOMSTEN LINO LAKES DEVELOPMENT ACCESS PROPOSED 4" SOLID LINE (WHITE) PROPOSED 4" DOUBLE SOLID LINE (YELLOW) PROPOSED PAVEMENT MARKINGS EXISTING RIGHT-OF-WAY EXISTING UTILITY EASEMENT PROPOSED RIGHT-OF-WAY 0 feetscale 30 30 60 15 0 feetscale 30 30 60 15 0 feetscale 30 30 60 15 0 feetscale 30 30 60 15 OPTION 1D 0 feetscale 30 30 60 15 SHEET 1 OF 2 8.5' TRAIL13' X 400' RTL 12' THRU 12' X 300' LTL 12' THRU 4' SHLD (MIN) INP 2' AGGREGATE PI1:101:3510' GORE13' X 100' RTL8.5' TRAIL 1:15 INP 2' AGGREGATE PI 4' SHLD (MIN) 12' THRU 12' GORE 12' THRU 13' X 150' RTL 1:15 4' SHLD (MIN) 12' THRU 12' X 300' LTL 12' THRU 8.5' TRAIL 12' X 150' RTL 12' THRU VAR GORE INP 12' THRU INP 5.5' SHLD INP 2' AGGREGATE PI 1:50 1:10 INP 2' AGGREGATE PI INP 5.5' SHLD INP 12' THRU INP 12' THRU INP 5.5' SHLD INP 2' AGGREGATE PI 3274'R300'R 200'R 60'R 300'R60'R 200 ' R 40'R1'1'1'1' B624 C&G B424 C&G B424 C&G B424 C&G B624 C&G 8.5' TRAIL1:1550'RINP 2' AGGREGATE PI INP 13' THRU 11' X 220' LTL 11' THRU INP VAR GORE INP 12' THRU INP 1:15 B624 C&G 6 0'R 2' AGGREGATE PI 2083'R13' X 220 RTL 1:15 20'R 20'R VAR THRU 4 0'R30'R60'R 30'R4' SHLD 30'R 30'R30'R30'R100' R 12' THRU6' SHLD6' SHLD12' THRU12' THRU12' TWLTL12' THRU1:1012' THRU12' X 200' LTL12' THRU12' X 200' RTLB618 C&G 8.5' TRAIL12' X 300' RTL12' THRU12' X 300' LTL30'R 30'R30'R12' THRUPAASHTO 2018 (US)(c) 2020 Transoft Solutions, Inc. 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HODGSON ROAD HODGSON ROAD COUNTY ROAD JCOUNTY ROAD JWOODRIDGE LANE SAINT ALBANS STREET 0 feetscale 30 30 60 15 PRELIMINARY SUBJECT TO CHANGE 5/21/2020 PROPOSED CURB & GUTTER LEGEND PROPOSED WALK PROPOSED TRUNCATED DOMES PROPOSED ROADWAY PROPOSED TRAIL LYNGBLOMSTEN LINO LAKES DEVELOPMENT ACCESS PROPOSED 4" SOLID LINE (WHITE) PROPOSED 4" DOUBLE SOLID LINE (YELLOW) PROPOSED PAVEMENT MARKINGS EXISTING RIGHT-OF-WAY EXISTING UTILITY EASEMENT PROPOSED RIGHT-OF-WAY OPTION 1D SHEET 2 OF 2 13' X 400' RTL 12' THRU 12' X 300' LTL 12' THRU 4' SHLD (MIN) INP 2' AGGREGATE PI1:101:3510' GORE13' X 100' RTL8.5' TRAIL 1:15 INP 2' AGGREGATE PI 4' SHLD (MIN) 12' THRU 12' GORE 12' THRU 13' X 150' RTL 3274'R300'R 200'R 60'R 40'R1'1' B624 C&G B424 C&G B624 C&G 8.5' TRAIL50'RINP 13' THRU 11' X 220' LTL 11' THRU INP VAR GORE INP 12' THRU INP 1:15 B624 C&G 6 0'R 2083'R13' X 220 RTL 1:15 20'R 20'R VAR THRU 4 0'R30'R60'R 30'R30'R30'R100' R 12' THRU6' SHLD6' SHLD12' THRU12' THRU12' TWLTL12' THRU12' TWLTL12' THRU6' SHLD6' SHLD12' THRU12' TWLTL12' THRU6' SHLD12' THRU1:1012' THRU12' X 200' LTL12' THRU12' X 200' RTL1:351:51:356' SHLDINP 12' THRUINP 12' THRU12' THRU12' THRU6' SHLD6' SHLD12' X 120' LTL12' THRU12' THRUVAR. GOREB618 C&G B618 C&G8.5' TRAIL1:101:101:3512' THRU12' THRUVAR. GOREINP 12' THRUINP 12' THRUB618 C&G 12' X 300' RTL12' THRU12' X 300' LTL30'R 30'R30'R12' THRUHODGSON ROAD COUNTY ROAD JCOUNTY ROAD JWOODRIDGE LANE SAINT ALBANS STREET KENT STREET GROTTO STREET PHEASANT DRIVE 1 2 3 4 5 6 7 L0.1 TREE PRESERVATION PLAN NOTES 8 Lyngblomsten Senior Communities I_1 A B C D E F FENCE FALLS `� BASIC U S E AREA 0.1± SOUTH ` (- - STORMW�TER DRY BASIN HWL -FENCE FALLS FENCE .1± FALLS I Q F \ \ \ \ \ \ w ,� 1\ 2,t NORTH o° BASIC USE AREA P 77 ^86 1Q o o g °'± NORTH BASIC USE AREA Akii6 _ - - - - - -57- '7E_ 8 I i V� R •-Q� 88 98 * 1 A ,pP -, 8P0-----// 34 \ 4 99 661STURBF P/Q 74 + A 75 �� 79�e80'`,.`85 87 90 /94 96- �.106 107 90 DISTURBED ARLzA 1S2C5 1LS N .2 0 - z v 2 2 PO 35 58 64 72 91 92' * 14 105 108 _ 127, 120 0 ,+ 70 Ap 97'\99°� 3 111 114� 117 r \.O�`131 124 121 z_ + 0 31 r 55 59, ¢3 2 q 67 2 A8g 5 906 5„EL 84 1 104 A * 110p '0 �C 115 129 128 122 „ 38 60 O „pP* '100 A01 1091, 118 �- 123 113 n m PO 9 1�9 �0 41 143.V 61 •� 81 EL 82 O \ O 9 0 103 `o 116 +20"0 w � 1 R 53 OP 146 1n5 "q � 62 T65"EL 83 102 119 o / 5 ; �� �� 5 ' �1 � �"EL 19"PI 4678- / O 4 /g, P 3 ,� 0 14 14 A 142 140 179\ //,/ 130 � / x P I / 676 6"P 9 10' % 159 158 /i>< 4 + 1 q 152 . PO147 + 25'OA9 +� / SFR 150 148 141 ,315•• \>, e ? \ 4675 '\ O .\/ / "�0-151 A` �"PO 266 135- 136 19 4674I I Y'S 'PO 149�' p 264 �\ " E Q 4673- w �• ( . lfif'EL 71 -,9 _� 137 I g \ ^ � J PO 262 �J + 23" 0 I \ O 4672 w / 11 LL 3 6 a O I QO 256 261 * 12' FR 265 138� 08 II 8 0 / I v , 12 I 258 ' 9 PO 263 �� 11 EL , 467 "¢�;65 '�'P° 1 ,, r o ° �,1'25 259 ISTURBED AREA 39 4670 40+ 166 �9 P 161 a, -� O 9p6 p / J I 5»PO 260 > 4 L 4669g' 1 / 13^F� 170 .16 yO 168 \ c 2538'P0 254 / , 1 „A 4668 w 1 I "PO 167 O, l t O�j ,�' O 8' R 252 �I 287 p� g06 �O • 11' EL p 4667 ., I "" :188 18687 0 / •'Q 199 / 25050 '271P0 27"� 87S I C U S E AREA 4681 908 063 4664 o I ,185 Po 1a9P 1 �'FR 269 107 907 4s8z '0 90 20, ,y,7, 8'� 8'F 8 °'P 272�"PO 26,NETLAN D BUFFER 9 5� 4679 I Q ;)I;;S 184 249 TO 275 4683-9'BO 4680 2 »B0 4665. 1 466� �/ w 182 9O 5 244 245 248247 O•„ 273 274 i �I LL 11't,,., 183 i 236 „ „POf%'� O 243 P0246b Q� * 15 R 3 5----�.. ppCO 202 1T 179 O 232e 231 • 9'PO 235� 242 315 k 4662 �I I 174 P09180� 236 233 5237 241 / 317 316-0 276 R 285 �p + p 0 M -� �- P�240 314 .-284 O 4685 L� / 229 - '3113 29"BO / 203 17 226 0 234 _ O 238 239 ' 8'PO 319 1 PI + "E 286 O + 4684 30 OA+ " I 1 9' `0 228 •Q N 3 „S\ U 5 e� --moo 310 ,w / i� 20 ,� O 2e 227 �l 9,• O • 334 O • 13" 329 0 32- 31 �5 277 2.80 .9 _ � � I 336 '333 0 _ • �anr ��, i ! ,fro OM82 d / / \ 2�296 \ \ „ 1 O : (5,8� 335 342 F33207 1 330 9' PO 326. 3239, PO 322 \� Qe �,,, •2798 Z283� L 288 06 906 „g0+ 4601IO6 45 O O' ^� U 3 \0 178 d 337 V O 309' 224 Q 341' �,�ri 308O� y `L 99 / �0 327 / 281 4660 `Lc,O 4598 'Lti ' ^340 1 'P0345„ 328 O 1307 z�290 0� 5 + O lO VJ 223 ° 8" 339 o PO "P 324 ,Q 321i %y�e\ 9 g0, - e O 3n43,344 "PO 346 O 325 6 P 353 8' 304 „LL 4655 'S 4597 + 911 �J = 305 4 4652 4654 1tiEL" 4602 ^, w 9 8'EL 302 16' 0$ (1 ■ u o w 1 210 , \ „PI 351' 303 �, 219 12' PO 348PI 349' 8'PO 352 �p ,'�� 1966 J �, / 5 y 5"PO 347 301 »LL 4656 +, „g 6 OP ,•pP I 5 / -1I211 2 • 1 'E 354 0 299 300 7 EL / 1� 4603 10 `L6 1988 + 1715\.. ,.PI 350 \295 298E / » v 9O7 0 00+ 4604 0- 22»CE1965 •• 4660 z N 216'. ( 1 297 �+ 459E 9' FR ?- 9O7 4659 / „ 1 296'17» 291 6' 95 Y .� „EL 4657 J o 4596 9 + I 0 294� / \ 1987 +21"EL N d w 214 S +39"EL 292 ` 1 389 / L 1964 15"SP J 362 '1 293 '� ,�v' EL 04594� 908 G 4658 I / / ♦ 1 \ \ BI 408 398 361` 3635 (Jog as / q\ 12 BO 355 7 4605 , I 3610/+40"EL4614 O 00 4606 .1 "BC4593 GAS �\ I / 1 \ 410' 409 �, � 396 / 1212 v� 407 39� 9� 358 1 1 364 \� 4616 � �j 4609 5 - - - - - - - - / / 41 /41\�I� 405, 403 395 356 �\� 'PI w * 1963� / \ \`414 411 '401` -r 357 359, 4617 4611 "PI 406 / A �� -1 �." 4618 � //_.. 4610 415 4 / F 404 402- 3990 �5 3 7 / /\ 46F2 5„BO 4608 1989 +30"OP P w / 418 ,F`' 11 t0 '� I `-` "484 \ 4613 4607 00+ 1962 ,470 �471 )"PO 479��1 394 36 �C1 `V .PI 4623" • 1 'EL 'SpP '12'BC -1929A / 469 PO 478 PO 483 OS. \ "PI P 1990 +O 1986 1977� 1928 O 0 \ � 9 � 1 "B0468 `Y 4633 1 Sg \ 54Y 7 _ P 480'0 482 QO » 393 1991 d � 491 ^Q 4634 12 1985 EL 1978 ��tn5,�e, B,�O ��1 S56ei 956 •QA / Q Q ° T 1983+ "EL d 1968 'oA Q 4632 _ \ \ r a4 ,. 1 1996 „ �O / 1970 1957 P 19 948 ' M / 42\ 453 461466� 467 012'PC481 0 PI 4629 1995 1984. 1976 1972 1960 1955 P. 1927 /T 452 _ ���• 486 1� 1981Ph9 0427 447\ 474 \ 485 ^:4631 3)194I» �7•,EL969 14950 •E 462 H'1 472i �1, '� 1980 \ \.• 196 1912 24. 4 0 �3 465 5 4 +�� / / > �1949 ,.F11926 I 5 w 4641 0 473 475 P ,� " �9 4636 " 4635 0 1 • L 4501 P1 1879 0"E 7 1973 1953 • 0 2C„ 1932a \S \ 1924 �� y 1979 � 1947 1931 / / g .\445 ,QO 487 510 / `L �� O 5" L 19445 ,�� 1922� 1923 d 43 4 515 '� �^ BASIC USE ARE 880 974 5��� 1946 / 1 Qp 2.,.. - "P 517 / 512 509 /5�070 5 "F11943 ' E 1945 ,•-_�� 11 EL I "PC516� O 1Q 44'i ( 513 508-506 O N 1934 1921 /1942 19,M 1920 / 33 `` 437 519 E514 511 ' POND HWL 6F1940 1g36 9.1935 915 0 / �. 4`b•Q6 `435 438-�..... 518 ' �' g9� /1941 8' i 438- 522 584 / Q\ „Qe ' 9' EL _ 1918 �439 L ° 585 595 // / 9. 440 ..F', 5 520 'S83' 614,> l 1937 6 19�7 I / .524 - �../ 580 ' 00 582 589 593 � 596 / 597 P\ 616 615E»61 612 D11E_. » 5 14" 19390 �4503 19382' EI1916 881 525»581 590 594 611 O ' 17 E1882�// 9" 1915 o / O * 1 F 610 / Os -.i% 52 - 2 578 588 598 599/ O p O'P(4589 d �� \�1914 / 1 � 5S7 591 592 tP _ 907 ,Q Et 5 ;• 'E4558 / 528 533 ` "P�577'P,:`<� ' 617 4590 4591 O 4559 o„ 1997 O L :' \1910 1912 m 5�0 530 \ 5786 5 576 601I 600 0Q 592 . 8'P� 4588 'e00 20"EL ' 5r F L 4557 ' 8'E11998 »E4502 5 1909 � 1911 o 4562 \ / a 5` 535� 7„ 572 575 I603// O) 11" 0• 4587 4564 O 199(9000 0 1907 0 / 4./I 602�, / 4561�4556 / .8'El k� 36 70 573 4560' O I F , 67 � BO 571 804 / 538 A 569" '� » 604 609 -�� �) 4563 8' Ia�FF ^ El4506 4504 10"1� 1902 1901 / F 568 Jq 803 -" E -- B 1883 � E 4505-� ,3- I 54 ALL TREES WITHIN BASIC USE / 900-805802 2 1 "EL ' 189 560 9a 807 8O6 605 " 606' E607 DISTURBED AREA TO BE REMOVED 45°3 "PI 1906, 5 2 561 » 801 0 1905 1886 ,I,� 118981 1 � ? 808 55000 829 �O (% , 6 4577i r _ Q „F 4570 < <Y�.. �, . 4509 \.•, 2� .k� �/6 \,\ „P, 1894'61897 15"P1 / `° 908 / B� 826 827 �� 00 j 4575 ' * 15" h 4514513 672 809 4 F 4571 4549 „4512 4516�� 1893 pp \,. 96 / •• 810 825� 828 831 �830 4574 48 884 "4510_ �45 51887 �8891�'v6 1895 673r <824 \ 834 837 5573 �„ 45, 1875 P ; I Q"4514, �'i\e 1889 18901J 551 p 832 )E' 4572 151874 \ •� /_ , 1888 185 548 671 \674 8 � + 1n P54546 F4547 P4540 451,7 �872 1859 w 676' 811 y 608 r 4544 ,QO 4541 45� 9 a`4520 4518 0,'`1863•P(1871�\," J , L ■* 6- NO » E838 5 4543 4538 4519 1870 �1860 812 823\ / .839 4542 PO \� ° 16 F�2 1869 1 »\18 r / -. rF"P 669 1 677 683 822 \ 843 8'4�3L7 • \� 1�443q 4522 \ -%/I\\ 1876 k E1868 L 684 1 1 1866 1867. 1856 82111'AS 10 4536 4535� 4523+ 1885 1861 9 / 668, 19 y 682 685 817 `Z 820 ////�\\\ 9•, . g' ' 8� F4533 4521 1877 % "a \ Ew \ q� 815 816 Q 847 / 840�x •• 838 1p' (v 4529 ° �, 1864-1862\ 686 818 4530 4532 / 0 666 0" 819 4531 1 "F4524 1865o) 18631 5 1855 w v 687 8.13 814� 844 8425,�i-.i,`\" PI "P14527 21"EL 2 + /�• `e 1852�1853 ,� \ 851 S� 850 846. 845 841 9O8 9 4528 /_ 1846 72' 1848 18 90 •1 �54 R� »�f525 g //// \ - 1851 1841 1840 / 665 E 688 854 853 8491 0% 4 ° 1845 F� 1847 1849 / - yA \ 1/2/'PI 1 9 4 cpp/ 19'EL 3+ ,.F. �1844)'L\ E,l� I �,\ 848 526 1 2 / 689' 1 1834 1839 / 66)6' 863 880 ,1 •Q� �1843-1842 / 1 Pp6 Vp 691 690 855 = O 864 ,80718171835 3 661 \ QO \ 1809 ' >> 1838 w - - / _ 663?O 6 1. F 2 10 856 859 860 862 / E (` 1818 1836 C3► 1 861 881 1808- 8F1816 1819 1833 / 183 I_ / 659 / \, O• 0 865 ' 8 882 . 1 e 1519 ' 1521\ 18, 0 1815 1820 ••PI o " 658 693 857 866 90� ' 1522 �a803 V\ 18\3 �1821 1822 1824 „ 1830 In z, 1, 1E331 1829 885 1520 - k I„ 6561 65 869 871 879 +15 1523 1805 1814 8 3 ,1832 1 11 / 657 - -„c5 1 878 883 6271806 181� 1 2 826182694 868 , \� tL3111 1825 ro O 827 I F 695 696 61 5 867 ; 870 1'877 884 �; • 8 1524 24"EL 18011802 pi "EL N w �� �. 872 \. 9Af 5 I\ x7\` 180o i� 698 _ 1 653 9 873 V 5'CE6 itr 887 -886 Q 1793 I dw / 699 701 % S.yO ,1 888 11626 47- 799 1789 '...F' 700 I _ 902 875 889 / '1 1795 1788 / 703�9 4 874 890 1764. G1766 1798 1794 901 6" E t1765 1�797� .CF /77� L17992 , 892 1518 r` 1525 1628 1767 1768 � / 1791 1787 ... 7 1526 1625 . 1 ^' r 1776 1778 �1 /86 891 5 I / 1 707 -% 70� 90 ^866 „894 \ 1763 17� �17691770 1775 "P\ 0,1 14• w / ■ 90\' �Q 1g,pA „_/ 1761 To \1774'�„FI 1V790� 1785- / �� I� 908 "`900 2 897 ••�1517 89 ' 1771/1773 P 79 1782 d I / 708 -F, 1516 9 '1.780 ri KEY \ 65 709\ 899 898 I / '1760 °1772 1781 3„ (� / 909 i / \ 71 1 -1 711 910 0 . 81515 "0A 1783 / j 7F�•• 716 �,I 926 904 11 1759 1755 °p.�„ '15 911 912 PI 925 /\\ 1 / 1624 1629 1758 ...�. / t \6 b 777 '• PI .�� _ 9O1 �N 10 40 \ 1630 !M 1756 1754 �� ,1750 I Sw / / \ 14 ...718 913 9 14 1513 Cif 4 � OOi �'Se\ 1739'y5 1752. 1751 w TREE TO BE PROTECTED - DASHED LINE DENOTES ROOT ZONE / 79 /914 �2 945 1512 511 1736 753 / \ 94\3 /\ `'� g �'G51 / 1633 .,.,.� 17377� 0, c' 915 6i 922_ '`� 3 C )1514 I \ 1631 �$' 1738�C� 1740 gF, •• (� / / 7 920 923 944 .;1510 1634 9O9 g \" 1735�1732� /1749 1748` 1747 u J , 1622 1742 0 v 91680919 959 , ^ 957 1504 1505 1623 1734 rnm\ 1741 15"�L �1620 1 173/0 1743 1744 13,E 16 -� TREE TO BE MITIGATED / / 1 6 9,7 18 $v g6556 k 1506 1509 - 1621 , 90 632 727 746� 5 / 47 3, L �' 6 6 �' °" 1728 1729 59' OA ��- C �- / \ 918 d 942 946 _., 12Ct 1635 / \ ' 1731 "1�1745 Q w :4� 9415_CL 955 r� 1803 1 '� 1619-- _ 1725 v W / \ �� 947 15 1 " . 507 ` 1636� 1638 - \ ' I17125 F PI953' 952 - 948 02 �% / 1637 1726 1722 954 �'�� I 1508 1618 G 11 1961 - �949 O d 1 1617 161 6 \g \ \ L 1714 940 962 J �J\ 1695• .11•Fi 172,5720 1711715 7"C T-4) p , 964 963 �'P 951 972 17 1613 %1 1694 „ 1698 •�"� C17 ,13 'PT 950� \' • \99 3 969 ���9'71 973 -0 6 1696.19�1718 7'I1712 C y 938 5 966 6� 974 1501 �� 1560� 1615 11-1 o �2 p�0 1693 5 a.- 9 7 970% 976 9 1562_/� '"' 614 169 L' 1697 •��'1706 1708 -i /�68 �� / ?v ,Q 1702 • 1710 w 975 a 1561 'I 12 v it z ■ TREE MITIGATION TREE MITIGATION TYPE MITIGATION TREES REQUIRED NOWESA TREES REQUIRING MITIGATION DECIDUOUS 6" TO 12" DBH OR CONIFEROUS 12'-20' HT 91 NOWESA TREES REQUIRING MITIGATION DECIDUOUS OVER 12"+ DBH OR CONIFEROUS 20'+ HT 122 (2:1 REPLACEMENT RATIO) NRCA / NRCEA TREES REQUIRING MITIGATION DECIDUOUS 6: TO 12" DBH OR CONIFEROUS 12'-20' HT 58 (2:1 REPLACEMENT RATIO) NRCA / NRCEA TREES REQUIRING MITIGATION DECIDUOUS 12"+ DBH OR CONIFEROUS 20'+ HT 9 (3:1 REPLACEMENT RATIO) NRPA TREES REQUIRING MITIGATION 0 TOTAL NUMBER OF TREES REQUIRING MITIGATION 280 MITIGATION TREES PROVIDED 376 - r{7 , _ lJ�/ 1609 639 1709 ' ,0 977 1528 » 1527 tp 1610 + �n^ 1701 c+ 1707 y T ,0 978' 1563 '6"8 r 1640 -1691 16998 {,Ir �yJn' 1/ 1641� - rn �"i"1645 936• 6" 1000 %-'1 g \\%/'.1607_ 1611 Imo/ 9 1705 ph,l - p , \i 23 E'% 980 79 ,F/ 1557 �� 1564 1604 1603 „Q 9 1700 1703, '\ 0,• I 9 / / 98 rl 984999 a' 1559 1565� fig. 159� 1606'1 bU2 1660 O 1690 ? 935 9 981 998 _ 1558 1566 r 15 w11 0 1601 1689 8 111, I 1684 1683682 934 1 rI 1572 9�^�q 605 / 1688 1686 1679� \ 33 'I EL v �1 15561567 1570 R 1685 1681' w 1569 7/ 1596 /595 1642-� -� 1680�� w 932 6 1551 k \ » 1661 1662 1675%ry�,�, J 6 L 1568 1573 \y N" I. 2 "116- 1678 987 'EL 1552 0 \� '� 1594 1645- 1687 8°,�, 167�i r 5 i` 724 930 N "PI � , .15`53549 GF, 15990 1593 ••GF, �643 6 15 2 16741675 1672 �L 1575%. 1652 929 1 1550 1576 1588 O89 164g16 �E� 1651 1654 '�� + 1671 /'{n 1574 1592 / '\ . 1587 1646 ��• ' 1 ,�^ 1653 + 1670 �W=J Ri EL 1577 1647 2 L g 16506�5 \lI/a% a1658 95 6\- \ L, w 928 988 $ 5'F 1579 GF', \, 1648 AS 1669 J 644 M o 0 GF, 1 „ \ ' 15�8 �x e5 I`` 16 7��A� `V 1663 P e, + ^e P 158. 1584� 5y "A 6 643 725 927 '�`� 0 �� 15814,1583' �� 1649 1664�\ 989 5 \\e(Yla1S80 �1582 .1T585 G2 1659 �1666;�16671668 ,0 86 1 'Q S PI 786 1 783 781�780 778 - - _ - - - - ,799. 794 787�)• " 784 782- -779 777- d5 _-� - - - - - - P\qrl .. 785 Q` i y - - �8 E 746'El745 5800 1� �`O��171 f';� �� 775 768 w r W ,��gF774 ,��, 77s r 773 642 728z' 727 Oho 74 �\\ r 748 166, :y 770771 + 28"I, . oy 744 1\ 766' \O 767 743 \ 769 I `o E1729 \ \O .�763 762 �641 2 730 .1 1 95a735 ""742 761 � 'b 733 734 �' \ 760 "\ , N Line of S 237 Ft. of SW 759 �i� N + '\ ' s S5Y Lill w,woinocc \ 64 „ 731 0' 1736 tie, L` �� �srares o 639 14 732 638 740 / \ 49 757 _ ••F,\7 1 SP637 0, E 738 'El \ , 1 F' P 756 T - - - W I ❑ I 750 20" A 753 752 1 755 TTTTI 8 El 739 J \ w 1":636 / O� 635 Cf +48754 0 0 z 634 � 8 S 633 7 2 + 751 -O 8 5 632 m J W` CP W 0 g86630 BASIC USE 629 J 628 DISTURBED A� A " -❑ ❑ N 7627 9 w 00 5 d ' 0••cn Os ~ w x 626 I �- IO 1062 d� J Lo 5 5 3 � I 625 , -fin I I 624 \ O 10' 623 `o , 622 I d w 902 8 y03 =� „62SP 907 O Ory 620 \ w I SMH RIM=901.21 cop,gsaoe619 904 SI N O LIN�02 901 a,w, 618' GNAL BOX - - GAS -- - G S - - - - - FO ?? i FFFFFFffffFF '°MHO . GAS - GAS - GA - F FO F FO 0H FO-F EL --- -- --- NV-891.1 0 zs - Ash Street (County Roc J) TEL RIM=900.96 INV=89T22 SMH (C.S �AS GAS RIM- 02.74 INV= 2.03 SIGNAL B1�VNiXOUS BUTTON - 6 v ■ qs GAS GAS GAS GAS STMH A s S t r e e t RIM=900.75 �" ((�z d nty Rood INV=89706Nv=a9s.95(E) licl)l Traveled Roadway) A - II- (C� S� A. ILI� 1. REFER TO THE GENERAL NOTES. 2. SEE CIVIL FOR GRADING INFORMATION. 3. SEE SHEET L200 FOR PLANTING NOTES AND DETAILS Hodgson Road, 4. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. Lino Lakes, MN 55014 5. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 6. THIS TREE PRESERVATION PLAN IS BASED ON A SITE AND TREE SURVEY PROVIDED TO THE LANDSCAPE ARCHITECT BY OTHERS. SEE SURVEY AND TREE SURVEY FOR ORIGINAL INFORMATION, TREE INVENTORY, AND BENCHMARKS. 7. ALL ROOT PROTECTION ZONES (5' OUTSIDE DRIPLINE) OF PRESERVED TREES MUST BE PROTECTED WITH MIN. 4' HT. ORANGE SNOW FENCE WITH POSTS MAX. 6' O.C. PRIOR TO AND THROUGHOUT CONSTRUCTION. 8. STAGING, STORAGE OF MATERIALS, PARKING OF VEHICLES, FOOT TRAFFIC, CONSTRUCTION OR OTHER ACCESS Lyngblomsten ROUTES, AND ANY FORM OF DISTURBANCE OR ACTIVITIES THAT MAY CAUSE COMPACTION ARE PROHIBITED WITHIN ROOT PROTECTION ZONES AT ALL TIMES. SEE CIVIL FOR LOCATIONS. 1415 Almond Ave W, St Paul, MN 9. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY 55108 DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 10. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 11. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 12. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PRESERVED TREES Tree # Species DBH Condition Stems 1 Oak, red 18.0 Good 1 45 Aspen 10.5 Fair 1 46 Aspen 10.0 Fair 1 157 Aspen 7.0 Gootl 1 170 APP 13.0 Fair 1 201 Spruce, blue 11.0 Good 1 203 Spruce, blue 7.0 Good 1 204 Spruce, white 6.5 Fair 1 205 Elm, Siberian 8.5 Good 1 208 Spruce, white 10.0 Fair 2 207 Spruce, white 9.0 Good 1 208 Elm, Siberian 14.5 Good 1 P09 Spruce, white 7,5 Gootl 1 210 Fir, balsam 9.0 Good 1 211 Pine, red 10.5 Good 1 212 Willow 12.5 Good 1 213 Pine, red 16.0 Good 1 214 Pine, red 13.5 Good 1 215 Pine, red 13.5 Good 1 216 Pine, red 14.5 Good 1 217 Pine, red 14.0 Good 1 218 Pine, jack 10.5 Good 1 410 Pine, jack 12.0 Fair 1 411 Pine, jack 15.0 Fair 1 412 Pine, jack 9.0 Good 1 413 Pine, jack 6.5 Good 1 414 Pine, jack 6.5 Good 1 415 Pine, jack 7.5 Good 1 416 Pine, jack 3.0 Fair 1 417 Pine, jack 9.5 Good 1 418 Pine, white 4.5 Good 1 419 Cherry, black 8.5 Good 1 420 Pine, red 8.5 Good 1 421 Boxelder 10.5 Good 1 422 Pine, red 7.0 Good 1 423 Pine, red 6.5 Good 1 424 Pine, red 6.0 Good 1 425 Pine, red 6.0 Good 1 426 Aspen 7.0 Good 1 427 Pine, red 4.0 Fair 1 428 Pine, red 4.0 Fair 1 429 Pine, red 3.5 Fair 1 430 Pine, red 3.0 Good 1 431 Pine, red 5.0 Good 1 432 Pine, red 5.0 Good 1 433 Pine, red 4.0 Good 1 434 Pine, red 4.5 Good 1 435 Aspen 7.5 Good 1 436 Aspen 6.0 Good 1 437 Aspen 6.0 Good 1 438 Aspen 8.0 Good 1 439 Aspen 8.0 Good 1 440 Aspen 8.5 Good 1 441 Aspen 14.0 Fair 2 442 Aspen 8.0 Good 1 443 Birch, paper 6.5 Good 1 444 Aspen 10.5 Good 1 448 Aspen 7.0 Good 1 449 Aspen 17.0 Good 2 450 Aspen 9.5 Good 1 451 Pine, jack 7.0 Good 1 454 Pine, jack 5.5 Fair 1 455 Aspen 6.0 Good 1 456 Aspen 7.0 Good 1 457 Pine, jack 8.5 Good 1 459 Pine, jack 10.0 Good 1 521 Aspen 7.0 Good 1 522 Aspen 6.5 Good 1 523 Aspen 8.0 Good 1 524 Aspen 8.5 Good 1 525 Aspen 8.0 Good 1 526 Aspen 8.0 Good 1 527 Aspen 8.0 Good 1 528 Aspen 6.0 Good 1 529 Aspen 6.5 Good 1 530 Aspen 9.5 Good 1 531 Oak, red 11.0 Good 1 532 Aspen 7.0 Good 1 533 Pine, jack 12.0 Good 1 534 Pine, jack 12.5 Good 1 535 Cherry, black 6.0 Good 1 536 Pine, jack 14.0 Good 1 537 Aspen 8.5 Good 1 538 Aspen 9.0 Good 1 539 Aspen 6.0 Good 1 540 Aspen 9.0 Good 1 541 Aspen 6.5 Good 1 542 Aspen 7.0 Good 1 543 Aspen 9.5 Fair 1 544 Aspen 6.5 Good 1 545 Aspen 11.0 Good 1 546 Aspen 8.0 Good 1 547 Aspen 8.6 Good 1 548 Aspen 8.0 Good 1 549 Aspen 7.5 Good 1 550 Pine, jack 14.5 Good 1 551 Pine, jack 9.0 Good 1 552 Pine, jack 11.0 Good 1 553 Pine, jack 8.5 Good 1 554 Pine, jack 10.0 Good 1 555 Pine, jack 12.0 Good 1 556 Pine, jack 10.5 Good 1 562 Pine, jack 11.5 Good 1 563 Pine, jack 8.0 Good 1 564 Pine, jack 7.5 Good 1 565 Pine, jack 13.0 Good 1 566 Pine, jack 11.5 Fair 1 567 Pine, jack 11.0 Good 1 568 Pine, jack 8.0 Good 1 569 Pine, red 6.0 Good 1 570 Pine, red 12.5 Good 1 618 Spruce, blue 11.0 Good 1 619 Spruce, blue 9.0 Fair 1 620 Spruce, blue 7.0 Fair 1 621 Spruce, blue 7,5 Fair 1 622 Spruce blue 7.5 Fair 1 623 Spruce, blue 10.0 Fair 1 624 Spruce, blue 7.5 Fair 1 625 Spruce, blue 9.5 Fair 1 626 Spruce, blue 10.0 Fair 1 627 Spruce, blue 7.0 Fair 1 828 Spruce, blue 7.0 Fair 1 629 Spruce, blue 7.5 Fair 1 630 Spruce, blue 7.5 Fair 1 631 Spruce, blue 7.5 Fair 1 632 Spruce, blue 7.5 Fair 1 633 Spruce, blue 8.0 Fair 1 634 Spruce, blue 8.0 Fair 1 635 Elm, Siberian 8.0 Good 1 636 Spruce, blue 3.5 Fair 1 637 Spruce, blue 6.5 Fair 1 638 Spruce, white 4.5 Fair 1 639 Elm, Siberian 9.0 Good 1 640 Elm, Siberian 11.5 Good 1 642 Elm, Siberian 9.0 Good 1 646 Pine, jack 11.0 Fair 1 647 Pine, jack 13.5 Good 1 648 Pine, jack 10.0 Good 1 649 Elm, Siberian 10.0 Fair 1 650 Pine, jack 13.0 Good 1 651 Pine, jack 6.0 Fair 1 652 Pine, jack 12.0 Fair 1 653 Boxelder 11.0 Fair 1 654 Aspen 6.5 Good 1 655 Aspen 6.5 Good 1 657 Aspen 10.0 Good 1 658 Aspen 10.0 Good 1 659 Aspen 12.0 Good 1 660 Aspen 8.0 Good 1 661 Aspen 6.0 Good 1 662 Aspen 6.0 Good 1 663 Aspen 9.5 Good 1 664 Aspen 7.0 Good 1 665 Aspen 6.5 Good 1 686 Pine, jack 10.0 Good 1 687 Aspen 9.5 Fair 1 688 Boxelder 8.0 Good 1 689 Aspen 6.5 Good 1 690 Aspen 6.0 Fair 1 691 Aspen 8.0 Good 1 692 Aspen 9.5 Good 1 693 Aspen 8.5 Good 1 694 Aspen 8.0 Good 1 695 Aspen 6.5 Fair 1 696 Aspen 8.0 Good 1 697 Aspen 8.5 Good 1 698 Aspen 10.0 Good 1 B99 Aspen 10.0 Good 1 700 Aspen 9.5 Good 1 701 Pine, jack 11.0 Good 1 702 Pine, jack 12.5 Good 1 703 Pine, jack 10.0 Good 1 704 Pine, jack 8.5 Good 1 705 Pine, jack 10.0 Good 1 706 Pine, jack 8.5 Good 1 707 Aspen 17.0 Fair 1 708 Pine, jack 10.0 Good 1 709 Pine, jack 10.0 Good 1 710 Pine, jack 12.0 Fair 1 711 Pine, jack 9.5 Good 1 712 Pine, jack 9.0 Fair 1 713 Pine, jack 5.0 Fair 1 714 Pine, jack 10.5 Fair 1 715 Pine, jack 9.0 Good 1 716 Pine, jack 7.5 Fair 1 717 Pine, jack 11.0 Good 1 718 Pine, jack 6.5 Fair 1 719 Pine, jack 6.5 Good 1 720 Pine, jack 14.0 Good 1 857 Aspen 6.0 Good 1 858 Aspen 6.5 Good 1 901 Boxelder 8.0 Fair 1 902 Boxelder 10.0 Fair 1 903 Pine, white 11.0 Good 1 904 Pine, jack 9.5 Good 1 905 Pine, jack 13.5 Good 1 906 Boxelder 17.0 Fair 1 907 Pine, jack 13.0 Good 1 908 Pine, jack 7.5 Good 1 913 Pine, jack 13.5 Good 1 914 Pine, jack 11.0 Good 1 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 COLBERG�TEWS landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 6�044-1 License Garrett A. Tews Number: 48408 Date 5/11/2020 5 Description PUD Submittal PUD Resubmittal PUD Resubmittal DID SET Revisions Date Num 10/08/2018 01/14/2019 03/11/2019 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11 /2020 Drawn: Check: North Tree Preservation Plan Scale: 1" - 50' SMH RIM-900.78 r 001 1 2 3 \ I I \ I I 254' FENCE 114' NO FENCE FENCE FALLS \ OPENING IN 0.1± souTN _ y 6' WOOD PRIVACY SCREEN FENCE PRIVACY FENCE F�Ec�dl'rFIQRs� T ��■ SEE DETAIL I... ��� ♦ \ FOR WETLAND 2.1± NORTH - I I 6� LOU ♦ EXISTING A ♦ / WETLAND STORMWATER , / / _,\,�e►,i,il►,i,_ DRY BASIN ♦/,I1NW GREENSPACE \ o 1 ♦ `� SEE L2 6 I 4 I 5 I I 63'-9" II 585' FENCE _ I NO FENCE PRIVACY SCREEN FENCE ��-y----��������� BEGINNING OF PRIVACY FENCE ���--`�� ��6'WOOD SEE DETAIL I 0.1± NORTH 1 I, ♦�\�� I y o� 30' SIGHT TRIANGLE(7 M N 1 ° ♦ \ 1 / ♦ A Jill� 1 / / ♦ may` •, � • � �� 1 0 ♦ / to EAST TOWNHOMES SEE L2.8 ice• _ NE GREENSPACE SEE L2.6 1 � � 1 . /OODRIDGELANE ♦ y '� �I,�// A�lili/ o �A�lili// `�ii _�� " I 1 e — LAKES, MN 55014 _� , \ , _ _ y� / y\�I �Itld .\�lili/��i• 'fit / ♦ WEST O m EWEN o / // 30' SIGHT TRIANGLE f 1 ♦ v\ TOWNHOMES O �� ♦#J ♦ oft/ / ♦ SEE L2.9 / ♦ / �,AJ�L/,ice � � �► � 0 B ° ♦ ° 223 WOODRIDGE LANE / / ♦ °\ \�'�aJG� • ; / tr 3j/,lil`\�� LINO LAKES, MN 55014 / ♦ L 0 / / ♦ \ -, \ ���,I1���� o / / ♦ \ \ 41P O 229 WOODRIDGE LANE \ ° LINO LAKES, MN 55014 / �♦ • , / /�//III\\\ ♦ \ \ to SW POND + ♦ •♦ GREENSPACE .11. / I °\ ♦ � - SEE L2.7 • /// ♦ A y y �� �� v �r o / / ° \' ♦%_''/mr STORMWATER 231 WOODRIDGE LANE ♦ / \ ,O \ /i °\j/ , 0 I ° LINO LAKES, MN55014 /� 11110 O \`.'' POND - SEE CIVL ® MAIN BUILDING NORTH / ♦ \ \ SEE L2.1 ° ° v 30' SIGHT TRIANGLE01 - c ♦ / / \2 / ♦ o I I 1 I 1 1 1 'J 1 1 BERM AND BUFFER 1 PLANTINGS SEE L2.6 1 I I 1 'I 1 11 II 1 1 I 1 MONUMENT SIGN 1 SEE ARCH. 11 — 100' SIGHT TRIANGLE \I J I w WI w 6 7 I L1.0 LAYOUT PLAN NOTES 8 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. — — — 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L200 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. ALL CEDAR TO BE #2 OR BETTER WITH TIGHT KNOTS, NO HOLES, CHECKS, OR SPLITS. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR STAINLESS RING SHANK NAILS OR SCREWS. 1x6 NOM. CEDAR FLAT TOP PICKETS ALTERNATING SIDES NO DOG EARS 2x4 NOM. CEDAR RAIL TOP AND BOTTOM MIN. 8' 4x4 NOM. CEDAR POST GRADE 9" DIA. CONCRETE FOOTING TYP. Lu 0 z N i VIEW OF SIDE FACING NEW CONSTRUCTION. FINISHED FACE W/O POSTS VISIBLE TO FACE NORTH TOWARD EXISTING PROPERTIES. 2 6' OR 8' CEDAR SCREEN FENCE DETAIL � 1 /2" = 1'-01, 11 233 WOODRIDGE LANE LINO LAKES, MN 55014 / / / / ; \2 \\ /I� • 1 r. A\\ Fill \ a v ,,y,1�►,% / i A�- LINO LAKES, MIN LANE LAKES, MN 55014 I / ♦ L 41 ]VATIC INE / ; ". " a O T N MATCHLINE ♦ _ / / / ♦ \ \\ \ice/,�iI�VA� � / �'. I � - �� COURTYARD — — — J SEE 1-1.4 + L2.3 lit 241 WOODRIDGE LANE / / ♦ �\ - I' V LINO LAKES, MN 55014 / ♦ A �, 1 /g�A ♦ \ D / 8' WOOD PRIVACY SCREEN FENCE \ MAIN BUILDING SOUTH 1 245 WOODRIDGE L SEE DETAIL I \ LINO LAKES, MN 55014 ♦ \ , I I'1`\\ SEE L2.2 �W / / / ♦ C%it X��gl�l`\ _�A���i�j�%� •1�VC� I \ \I1// � ,\ I �J / / ♦ '� \ _ 100 SIGHT TRIANGLE / ♦ _ �\del ,�� ryu�p\\ 1 — — // ♦ �//III`\\� \\,d — — — d • --- -- IOW / ♦ �A�IJ�/,� '�/qt o 30'SIGHT TRIANGLE ������������������� 251 WOODRIDGE LANE ♦ //'I'1`\\ %,I'``\\� o, LINO LAKES, MN /114Q /,/ 55014 `\\ I iI bk I w" _ _ — — — — �� ♦����,�_ V 1 COMMERCIAL CIP, 51 o��la��_ \ DEVELOPMENT �w 253 WOODRIDGE LANE , I LINO LAKES, MN 55014a \ ♦ ,�a, , v � I I I ♦ L----------------------------- - - - - - - lip rl I I E r \ W 255 WOODRIDGE LANE LINO LAKES, MN 55014 1 I I\ — — — — — — — — — — �— - ��y,idr,, V w I = \�allli/rt1, Sri_ \ -------------I — — — — — — — — — —— I 255 ASH STREET \ SAINT PAUL, MN 55126 J I I J IW + _ W I \ I J F 771 Fo Fo _ ° F FO � FO F F0 L ooN -- noTEL Ash Street (County Road I r,, � A SITE PLAN 0 25 50 100 1"=50' 1"=50' I I I I I L Lyngblomsten Ill Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R I I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 ,C�44-- TV ---- License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DID SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Site Layout Plan L1.0 F11 1 2 3 4 5 J FENCE FALLS FENCE COR. FALLS cl 0.1f SOUTH_ \ ON PROP. LINE I I I FENCE COR. FALLS —FENCE FALLS o.,± NORTH I _ te----- ---= rr LANE_,A 55014 / � = EXISTINGWETLAND — _ -- -- --- -- — — ------ — ------ -- -- — ---- ---- / / STORMWATER / / \ DRY BASIN _ - _ --- -- --- _ --- --------- -- )ODRIDGE LANE / / AKES,MIN 55014 \ / \ _ \ \ _ — — — _ _ __— -- — ------ — — — — -- B C E F ME / _ / 221 WOODRIDGE LANE \ LINO LAKES, MN 55014 / = —! — — — — — — — — — — — — — — — — — _ — _ — — — — — — — — / — —_ : y — — — — — — — — — — — — — — — — — — — — — // —-----�.,-- --- — _------ _—_--_--- %4y`\—°� — ——u_�'ji/,�I't'�_ _ —_— / \ ---- — \ —� --- �,,,�,,;�, 223 WOODRIDGE LANE LINO LAKES, MN 55014— // - - / ° — — — 229 WOODRIDGE LANE LINO LAKES, MN 55014 0 / \° O 231 WOODRIDGE LANE / / \ ji •\\,/ _�` ' o — — — LINO LAKES, MN 55014 o \ STORMWATER— / POND - SEE CIVIL z 233 WOODRIDGE LANE LINO LAKES, MN 55014 \ v,�d�l�/,ice 239 WOODRIDGE LANE— y LINO LAKES, MN 55014 _— /�� % , ��rdJ�/,ice MATCHLINE O VI — 0 O \ //27 — _ t- 241 WOODRIDGE LANE — LINO LAKES, MN 55014 d / d 245 WOODRIDGE LANE— \ --- LINO LAKES, MN 55014fill 7. Olin da 14 251 WOODRIDGE LANE LINO LAKES, MN 55014777 70 COMMERCIAL \ DEVELOPMENT _ \ I253 WOODRIDGE LANE \ LINO LAKES, MN 55014 L------------ - - 255 WOODRIDGE LANE LINO LAKES, MN 55014 I -- — a f . EA, I255 ASH STREET SAINT PAUL, MN 55126011. Ilk I 1 I, —I — — Ash \I \ \ \ \ \— — — — — — — — — — — — — \ \ \ o FI , l I i I; 1; 1 I' � I _ I -I I I I— 7 8 L1.1 IRRIGATION PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L3.0 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. KEY AREAS TO BE IRRIGATED IRRIGATION NOTES 1. ALL SHRUB AND PERENNIAL BEDS SHALL BE IRRIGATED WITH DRIP IRRIGATION 2. ALL TURF AREAS SHALL BE IRRIGATED WITH SPRAY HEADS OR ROTORS L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description PUD Submittal PUD Resubmittal PUD Resubmittal DID SET CD CHECK SET CD QAQC CHECK SET Date Num 10/08/2018 01/14/2019 03/11/2019 06/28/2019 08/30/2019 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Irrigated Areas Plan IRRIGATED AREAS PLAN 1"=50' 0 25 50 100 ill =50' r 0 0 A B C 2 3 4 61 6 7 8 L1.1 LAYOUT PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. I I I I I MATCHL E LAYOUT PLAN - MAIN BUILDING NORTH 0 10 20 4 1"=20' 1"=20' F Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 � �T License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description PUD Submittal PUD Resubmittal PUD Resubmittal DID SET CD CHECK SET CD QAQC CHECK SET Date Num 10/08/2018 01/14/2019 03/11/2019 06/28/2019 08/30/2019 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Main Building North Layout Plan r Scale: 1" - 20' 1m2 1 2 3 4 5 6 J A -1/ B C E F 0 MATCH LAYOUT PLAN - MAIN BUILDING SOUTH ill =20' 7 A -1/ B C E F 0 MATCH LAYOUT PLAN - MAIN BUILDING SOUTH ill =20' 7 8 L1.0 LAYOUT PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L200 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. M, 0 10 20 4 ill =20' Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.conn NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 � �T License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description PUD Submittal PUD Resubmittal PUD Resubmittal DID SET CD CHECK SET CD QAQC CHECK SET Date Num 10/08/2018 01/14/2019 03/11/2019 06/28/2019 08/30/2019 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Main Building South Layout Plan r Scale: 1" - 20' 1m3 0 1 2 3 4 5 A B (::iLAYOUT PLAN -TOWN CENTER COURTYARD 11 GAS FIRE UNIT - HPC ROUND BOWL INSERT KIT MODEL PENTA37E1-HI/LO. PROVIDE NATURAL GAS CONNECTION AND EMERGENCY SHUTOFF VALVE. VERIFY AND INSURE UNIT VALVE BOX IS INSTALLED ABOVE GRADE WITH PROPER DRAINAGE. PROVIDE PROPER ELECTRICAL AND FLEXIBLE GAS FEED E PROPERLY RATED FOR UNIT PER MANUFACTURER SPECS. F 3" x 6" VENT EA. SIDE W/ SS CUSTOM GRATE TBD BY LA. RECESS GRATE 1/2" INSURE POSITIVE DRAINAGE AT OPENINGS. CONTRACTOR TO VERIFY MINIMUM SIZE PER MANUFACTURER SPECIFICATIONS. fln 6'-8" 3'-4" im 1-3/8" STL ANGLE BRACKET LIP FOR INSERT EA SIDE. 3" STONE CAP TO MATCH u ° ° 0 0 0 a a a ° ntj O 0 CULTURED STONE VENEER TO MATCH ARCHITECTURAL VENEER ° PROVIDE BRICK LEDGE FOR CULTURED a STONE VENEER TO MATCH SITE WALLS ° a POURED CONC. OR CMU WALLS W/ 0 0 FILLED CORE. FOR POURED CONC. WALLS #4 REBAR @ 12" O.C. BOTH WAYS a MIN. 6" COMPACTED SUBGRADE 41 a a o �o o��U�U�U�U ADCo 0 0 0 0 0 0 0 0 —IIIIIIIIIIIIIIIIIIIII—III 2" MIN. CLEARANCE BETWEEN UNIT AND ° GRADE FOR VENTILATION AND DRAINAGE 2" MIN. DRAIN LINE FOR 0 FIRE PIT TO DAYLIGHT FREE DRAINING FILL ° a ° FOOTINGS TO FROST a ° DEPTH AS REQ'D ,�//�ZA a ° (:: WALL STONE VERIFY HEIGHT TO INSURE � GAS FIRE INSERT UNIT "' � VALVE BOX IS INSTALLED � w �IoO ABOVE GRADE. DIMS GIVEN "' z � PER PRODUCT DETAIL �� o SHEET. VERIFY W/ � MANUFACTURER. 1'-8" 1 4 : 16 :, \I ""^^T" FINISH STONE CAP TO MATCH TURAL WALL CAPS. CAULK JOINTS. STONE VENEER TO MATCH ARCHITECTURAL VENEER MSV-1 EXPANSION JOINT WHERE WALL ABUTS CONCRETE PLAZA OR OTHER FIXED OBJECTS PROVIDE BRICK LEDGE FOR CULTURED STONE VENEER TO MATCH SITE WALLS POURED CONC. OR CMU BLOCK W/ FILLED CORES. FOR POURED CONC. WALLS #4 REBAR @ 12" O.C. BOTH WAYS POURED CONC. FOOTING #4 REBAR @ 12" O.C. 6" MIN. COMPACTED FREE DRAINING GRAVEL AROUND WALL ALL SIDES. 6 7 8 L1.0 LAYOUT PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L200 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DID SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11 /2020 Drawn: Check: North Town Center Courtyard Layout Plan (::2 GAS FIREPIT WITH ELECTRONIC IGNITION 1 -1-0 3 COURTYARD SEAT WALL 1 -1-0 Scale: 1/8" - 1'-0" L1.4 1 2 3 4 5 6 8 ` I I ` I I FENCE FALLS `� FENCE COR. FALLS 0.1f SOUTH _ \ ON PROP. LINE - I I 1 \ FENCE COR. FALLS 1 \ \ I 2.1f NORTH-, X X X X W W 3 W-�Ooo � W .W W _�W "�-�W _ •�y�� - 9 0 it / w WWWWWWWWWWWW �\ . . . SEE L2.6FOR NW W _ ' W W GREENSPACE o / "Pt, � I��� PLANTINGS W r W I z SEE L2.8 & L2.9 FOR TOWNHOME AREA PLANTINGS �2 Z �0 W D o SEE L2.6 FOR w \ W W W O . .� COMMUNITY GARDEN I� AREA PLANTING PLAN / / z o W �,iLli W RIDGE LANE S, MN 55014 / / yJill9° o • � 895 � � � � � I � �`�II i � o � 3 W W w w w 1 � �=�o 223 WOODRIDGE LANE / LINO LAKES, MN 55014 / o / / I SEE L2.5 FOR SW POND / AND GREENSPACE o 40 AREA PLANTINGS / SEE L2.8 & L2.9 FOR so TOWNHOME AREA s ° / PLANTINGS 229 WOODRIDGE LANE LINO LAKES, MN 55014 / \ b o10 \ / \ w � W W W � W W W W gg5 /o / TREE2 LANTRNGS LE ARD o WOW 231 WOODRIDGE LANE / / \ o LINO LAKES, MN 55014 V �J o �� g0, o h` / 0 \ / ` EE L2: LEVARD \ REEF \W / W 233 WOODRIDGE LANE 0 LINO LAKES, MN 55014 / / \ ZN \ W W W \\ 1 cl / / � WWWwWwWW 239 WOODRIDGE LANE ti - \\ / LINO LAKES, MN 55014 ° 908 \ �s o o SEE L2.7 FOR SW I / / W GREENSPACE AREA / PLANTINGS 90 o 241 WOODRIDGE LANE / / �u SEE L2.7 FOR SW LINO LAKES, MN 55014 / / \ GREENSPACE AREA 3�'�% \ ° WWWW i, ° /PLANTINGS ° 245 WOODRIDGE LANE LINO LAKES, MN 55014 /�911`\ 901 illl�x V) I ' I ' I I - FENCE FALLS 0.1f NORTH I J WL - - - - MAIN BUILDING - PLANTINGS o% 90 907%/ w J ° D SEE L2.6 FOR N.E. z w C . wI GREENSPACE AREA c, PLANTINGS \ 1 SEE L2.6 FOR N.E. ° GREENSPACE AREA PLANTINGS rn. O i I w J . o.: O I I I W \d i rA W 0 0 ° y o 90 o f 1 0 O 7 D J - eo /I o J 25 1 W 0 ow I I � I SEE L2.1 & L2.2 , ( ` FOR MAIN ® BUILDING 1 ® PLANTINGS ° I ° I I Cil I 1 I i° i I I :p I II I W I SEE L2.3 FOR \dl COURTYARD PLANTINGS I O w SEE L2.1 & L2.2 I. FOR MAIN BUILDING PLANTINGS I' w WI . ' o 1y11114k )ll os o 01-=zx I L - - - - - - - d J °d 907 d° / ��AdJi%/i �d �l✓I o �% 1 �• = STREET'B' 251 WOODRIDGE LANE LINO LAKES, MN 55014 s I \ 253 WOODRIDGE LANE LINO LAKES, MN 55014 D D \1,41E 'r'Im w rpW W w O 4� O 255 WOODRIDGE LANE LINO LAKES, MN 55014 I\ nC 1 %rvR �r2e nlme Arlie �rl6 S,;i 1,; vre 4/ / 1'1 ° 1 I I - I 255 ASH STREET w w w w w ley w SAINT PAUL, MN 55126Pkk ?zz W W WoW I -%1 - 902�. W W W W W W W W 1--- - - -- - - - - --f;� W W T o 901 Ash Street (County Road J) COMMERCIAL o PF\/FI nPMFNT ,F 0 o STREET'B' 6 0- J o I 908 - c I Iw I I w I I w I / I w I � I 903 \ \ 907 Fo6F0 lu - ll Fo Ec � r Fo Fo Fo ` s - - o TES --- (C. S.A.H. No. 32) L 7 L2.0 PLANTING PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.0 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES SIENNA GLEN ACER X FREEMANII AF 20 3" B+B STRAIGHT LEADER MAPLE 'AUTUMN GLEN' ESPRESSO GYMNOCLADUS DIOICUS GD 7 KENTUCKY 3" B+B STRAIGHT LEADER 'ESPRESSO - JFS' COFFEETREE QB 8 MP WHITE QUERCUS BICOLOR 3" B+B STRAIGHT LEADER OAK PIN QE 19 QUERCUS ELLIPSOIDALIS 3" B+B STRAIGHT LEADER OOAKTHERN ALL BOULEVARD AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. BOULEVARD TREE CALCULATIONS STREET'A' LF FRONTAGE (WEST SIDE) 1,338 LF STREET'A' BLVD. TREES REQUIRED (WEST SIDE) 1,338/70 = 19 STREET 'A' BLVD. TREES PROVIDED (WEST SIDE) 22 STREET'A' LF FRONTAGE (EAST SIDE) 1,232 LF STREET'A' BLVD. TREES REQUIRED (EAST SIDE) 1,232/70 = 18 STREET'A' BLVD. TREES PROVIDED (EAST SIDE) 19 STREET'B' LF FRONTAGE (NORTH SIDE) 401 LF STREET'B' BLVD. TREES REQUIRED (NORTH SIDE) 401/70 = 6 STREET'B' BLVD. TREES PROVIDED (NORTH SIDE) 7 STREET'B' LF FRONTAGE (SOUTH SIDE) 388 LF STREET'B' BLVD. TREES REQUIRED (SOUTH SIDE) 388/70 = 6 STREET'B' BLVD. TREES PROVIDED (SOUTH SIDE) 6 COTTAGE HOME BLVD. STREET FRONTAGE (PRIVATE ROAD) 1869 COTTAGE HOME BLVD. TREES REQUIRED 27 COTTAGE HOME BLVD TREES PROVIDED 35 L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DID SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11 /2020 Drawn: Check: North Boulevard Tree Planting Plan Scale: 1" - 50' 2mO BOULEVARD TREE PLANTING PLAN ill =50' 25 50 100 1"=50' r 1 2 3 4 5 6 8 /'I \ III` _ ', � _ 911 0 -- O � I HE \ 5 TM 3 y o\ \ — SOD SOD GD 1 3 _\ � Io HA �k18 2 - ur`\ S: i� SR�� JC 3 7 4 6 C/ iA:] 21 9 AM � 6 t� SR �j 3 HA 17 JC 13 o 0 AF i MA 3 HA 17 /,,;�� 4 ' SOD SEE L2.0 FOR BOULEVARD TREE PLANTINGS NF 5 10 / 6 o HE F GT GT PA 7 4 / 1 2 6 , PG 'iy,,. PA 1 / SH = 5 SOD 4 CA �— / SOD �\ HE 5 SA SA ----------------- 9U8 3 / \ 8 PA ° SH � 6 / I \ 15 1 O I U HE CA 3 34 PV / DL O CA 16 18 � GD 32 //, RG g MATC LIN 5 TO, �12 12 12 EP 5 ° SEE L2.4 FOR / , ' COURTYARD 08 / PLANTINGS ° o = _ NF 5 HE 5 MAIN BUILDING NORTH PLANTING PLAN 1"=20' PLANT SCHEDULE - L2.1 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES AF 16 SIENNA GLEN ACER X FREEMANII 3" B+B STRAIGHT LEADER MAPLE 'AUTUMN GLEN' BP 8 WHITESPIRE BETULA PLATYPHYLLA 2.5" B+B STRAIGHT LEADER BIRCH 'WHITESPIRE' ESPRESSO GYMNOCLADUS DIOICUS GD 2 KENTUCKY 'ESPRESSO - JFS' 3" B+B STRAIGHT LEADER COFFEETREE SKYLINE GLEDITSIA TRIACANTHOS GT 9 3" B+B STRAIGHT LEADER HONEYLOCUST VAR INERMIS'SKYCOLE' JV 6 EASTERN RED JUNIPERUS VIRGINIANA 6' B+B CEDAR MA 9 ADA MALUS'ADAMS' 1.5" B+B TREE FORM CRABABA PPLE MA2 3 SPRING SNOW MALUS'SPRING SNOW' 1.5" B+B TREE FORM CRABAPPLE PG 5 BLACK HILLS PICEA GLAUCA VAR. 6' g+g SPRUCE DENSATA PIN NORQE QUERCUS ELLIPSOIDALIS 3" B+B STRAIGHT LEADER OAKTHERN IVORY SILK SYRINGA RETICULATA SR 6 TREE LILAC 'IVORY SILK' 2" B+B TREE FORM SOD Wo CA 16 DL 907 0 SEE L2.0 FOR BOULEVARD TREE PLANTINGS �vL SEED ICI - F HM � ---- o CA T02 = 12 10 4 HM TM (3) T02 3 — 6 - = _ 1 �.� SEEDED HA TURF _100�. 1 TM = / 7 1 3 ,, DL - 6 TM 3 HE 6 HA16 \\I/ PV j 6 /III\ I c JS2 6 I JV 1 PO RG = 3 SEEDED o 3 4 I TURF MA2 RG JS2 = 1 5 1 z is SEEDED o 10 /o TUR V PO SH O 7 6 O SH 5 O r SOD � O I O PV SOD 7 O Q 3 4F 1 5H 4 SEE L2.2 FOR SOUTH MAIN • BUILDING PLANTINGS SHRUBS IROQUOIS ARONIA MELANOCARPA SPACING PER PLAN, 4' O.C. AM 48 BEAUTY #5 CONT 'MORTON' TYP. CHOKEBERRY ARCTIC FIRE CORNUS STOLONIFERA SPACING PER PLAN, 4' O.C. CS 6 #5 CONT DOGWOOD 'FARROW' TYP. DWARF BUSH SPACING PER PLAN, 4' O.C. DL 74 HONEYSUCKLE DIERVILLA LONICERA #5 CONT. TYP. LITTLE MOSES EUONYMUS ALATUS SPACING PER PLAN, 4' O.C. EA 12 BURNING BUSH 'ODOM' #5 CONT. TYP. ANNABELLE HYDRANGEA SPACING PER PLAN, 4' O.C. HA 115 HYDRANGEA ARBORESCENS #5 CONT TYP. ANNABELLE SEA GREEN JUNIPERUS CHINENSIS JC 26 JUNIPER 'SEA GREEN' #5 CONT. SPACING PER PLAN. ARCADIA JUNIPERUS SABINA SPACING PER PLAN, 4' O.C. JS 49 #5 CONT JUNIPER 'ARCADIA' TYP. JUNIPERUS JS2 11 BLUE ARROW SCOPULORUM'BLUE #20 CONT SPACING PER PLAN, 4' O.C. JUNIPER TYP. ARROW' GREY OWL JUNIPERUS VIRGINIANA SPACING PER PLAN, 4' O.C. JV2 41 JUNIPER 'GREY OWL' #5 CONT TYP. PHYSOCARPUS PO 21 LITTLE DEVIL #5 CONT. SPACING PER PLAN, 4' O.C. NINEBARK MAY' TYP. TYP. GRO LOW RHUS AROMATICA SPACING PER PLAN, 4' O.C. RA - SUMAC 'GRO-LOW' #5 CONT. TYP. TM 5 !S2] TO = 2 EP 6 SB 4 I s5m FJ 6F Js2 TM MAIN BUILDING 2 r02 S H4 I GT 3_ 2 HE Mi 6 3 TO JS2 6 1 = SB 7 P] E JS 55 7 I Js2 s SH 6 I SB 7 1 0 I I TO NF ASEEDED 6 � �URF HA 5 I T4 JS CS 6 MA2 PG SEE L2.3 FOR t J, 1 COURTYARD I PLANTINGS Or 0 0 I TIGER EYES RHUS TYPHINA RT 5 SUMAC 'BAILTIGER' #5 CONT. SPACING PER PLAN. SS 22 ASH LEAF SORBARIA SORBIFOLIA #5 CONT SPACING PER PLAN, 4' O.C. SPIREA TYP. GOLDFLAME SPIREAEA X BUMALDA SPACING PER PLAN, 4' O.C. SB 23 #5 CONT. SPIREA 'GOLDFLAME' TYP. TAXUS X MEDIA SPACING PER PLAN, 4' O.C. TM 30 TAUNTON YEW #5 CONT TAUNTONII . TYP. MR. BOWLING THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. TO 32 BALL #5 CONT ARBORVITAE 'gOBAZAM' TYP. GOLDEN GLOBE THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. T02 25 #5 CONT ARBORVITAE 'GOLDEN GLOBE' TYP. VL 2 MOHICAN VIBURNUM LANTANA #5 CONT. SPACING PER PLAN. VIBURNUM 'MOHICAN' PERENNIALS KARL FOERSTER CALAMAGROSTIS CA 135 FEATHER REED ACUTIFLORA'KARL 1 GAL -- GRASS FOERSTER' POWWOW WILD ECHINACEA PURPUREA EP 28 BERRY 'POWWOW WILD BERRY' 1 GAL -- CONEFLOWER STELLA HEMEROCALLIS 'STELLA HE 38 SUPREME SUPREME' 1 GAL -- DAYLILY GOLDEN HM 26 JAPANESE HAKONECHLOA MACRA 1 GAL -- 'AUREOLA' FOREST GRASS I I I I I I I I �I I I SEEDED TURF I I wl w II w JIw I w w I SEEDED w TURF � wI I I JI I �MATCHLIN E I I 0 10 4 1"=20' 7 L2.1 PLANTING PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. TOTAL FOUNDATION PLANTINGS - MAIN BUILDING (L2.1 +L2.2 COMBINED) MAIN BUILDING FOUNDATION- FRONT AND STREET FACING 1,981 LF TREES REQUIRED (LARGE) 40 SHRUBS REQUIRED (LARGE) 119 TREES PROVIDED: 27 LG + 15 MED + 11 SM 42 LG. SHRUBS PROVIDED: 572 MED. x .67= 383 LG. TOTAL OPEN SPACE PLANTINGS - MAIN BUILDING (L2.1 +L2.2 COMBINED) MAIN BUILDING OPEN SPACE 45,063 SF TREES REQUIRED (LARGE) 1 PER 2000 SF 23 SHRUBS REQUIRED (LARGE) 69 TREES PROVIDED: 30 LG + 9 MED 36 LG. SHRUBS PROVIDED: 5 LG + 225 MED X .67= 155 LG CANOPY COVERAGE CALCULATIONS - MAIN BUILDING (L2.1+2.2 COMBINED) MAIN PARKING LOT 42,956 SF CANOPY COVERAGE REQUIRED 17,182 SF ISLAND W/ 3 LARGE TREES 3,600 SF 7 LG ISLAND TREES 6,650 SF 5 LG. TREES WITHIN 7' 3,000 SF 9 MED. TREES WITHIN 7' 2,250 SF 8 LG. TREES WITHIN 7-12' 2,400 SF TOTAL CANOPY COVERAGE PROVIDED 17,900 SF L2.1 + L2.2 TURF / SEEDING NOTES: TOTAL TURF AREA FOR MAIN BUILDING (N+S COMBINED, INCL. BOULEVARDS): 53,387 SF TOTAL NATIVE SEEDED AREA FOR MAIN BUILDING (N+S COMBINED): - WALKER'S LOW NEPETA FAASSENII NF 23 1 GAL -- CATMINT 'WALKER'S LOW' PEROVSKIA LITTLE SPIRE PA 22 RUSSIAN SAGE ATRIPLICIFOLIA'LITTLE 1 GAL -- SPIRE' PV 51 PRAIRIE FIRE PANICUM VIRGATUM 1 GAL -- SWITCHGRASS 'PRAIRIE FIRE' GOLDSTURM RG 19 RUDBECKIA'GOLDSTURM' 1 GAL -- RUDBECKIA SA 40 AUTUMN FIRE SEDUM X'AUTUMN FIRE' 1 GAL -- SEDUM PRAIRIE SPOROBOLUS SH 61 DROPSEED HETEROLEPIS 1 GAL -- TURF AREAS TO BE SODDED. SEE SPECIFICATIONS. TURF AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1651 2277773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DD SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Main Building North Planting Plan Scale: V - 20' 2ol 0 1 2 3 4 5 6 PLANT SCHEDULE - L2.2 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES AF 1 SIENNA GLEN ACER X FREEMANII 3" B+B STRAIGHT LEADER MAPLE 'AUTUMN GLEN' AUTUMN AMELANCHIER X AG 7 BRILLIANCE GRAND IFLORA'AUTUMN 8' CLUMP CLUMP FORM SERVICEBERRY BRILLIANCE' THORNLESS CRETAEGUS CRUS GALLI CC 7 COCKSPUR 1.5" B+B TREE FORM VAR. INERMIS HAWTHORN ESPRESSO GYMNOCLADUS DIOICUS GD 3 KENTUCKY 3" B+B STRAIGHT LEADER 'ESPRESSO - JFS' _ COFFEETREE SKYLINE GLEDITSIA TRIACANTHOS GT 3 3" B+B STRAIGHT LEADER HONEYLOCUST VAR INERMIS'SKYCOLE' EASTERN RED JV 6 JUNIPERUS VIRGINIANA 6' B+B CEDAR MA 3 ADAMS MALUS'ADAMS' 1.5" B+B TREE FORM CRABAPPLE MA2 1 SPRING SNOW MALUS'SPRING SNOW' 1.5" B+B TREE FORM CRABAPPLE PG 9 BLACK HILLS PICEA GLAUCA VAR. 6, B+B SPRUCE DENSATA QE 4 NORTHERN PIN QUERCUS ELLIPSOIDALIS 3" B+B STRAIGHT LEADER SHRUBS IROQUOIS ARONIA MELANOCARPA SPACING PER PLAN, 4' O.C. AM 13 BEAUTY 'MORTON' #5 CONT TYP. CHOKEBERRY ARCTIC FIRE CORNUS STOLONIFERA SPACING PER PLAN, 4' O.C. CS 29 DOGWOOD 'FARROW' #5 CONT TYP. DL 17 DWARF BUSH DIERVILLA LONICERA #5 CONT. SPACING PER PLAN, 4' O.C. HONEYSUCKLE TYP. ANNABELLE HYDRANGEA SPACING PER PLAN, 4' O.C. HA 7 HYDRANGEA ARBORESCENS #5 CONT TYP. ANNABELLE SEA GREEN JUNIPERUS CHINENSIS JC JUNIPER 'SEA GREEN' #5 CONT. SPACING PER PLAN. ARCADIA JUNIPERUS SABINA SPACING PER PLAN, 4' O.C. JS 9 JUNIPER 'ARCADIA' #5 CONT TYP. JUNIPERUS JS2 4 BLUE ARROW SCOPULORUM 'BLUE #20 CONT SPACING PER PLAN, 4' O.C. JUNIPER ARROW' TYP. GREY OWL JUNIPERUS VIRGINIANA SPACING PER PLAN, 4' O.C. JV2 5 JUNIPER 'GREY OWL' #5 CONT TYP. GOLDFLAME SPIREAEA X BUMALDA SPACING PER PLAN, 4' O.C. SB 5 SPIREA 'GOLDFLAME' #5 CONT. TYP. ASH LEAF SPACING PER PLAN, 4' O.C. SS 3 SORBARIA SORBIFOLIA #5 CONT SPIREA TYP. MR. BOWLING TO 21 BALL THUJA OCCIDENTALIS #5 CONT SPACING PER PLAN, 4' O.C. ARBORVITAE 'BOBAZAM' TYP. RUSHMORE THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. T03 8 ARBORVITAE 'RUSHMORE' #20 CONT TYP. PERENNIALS KARL FOERSTER CALAMAGROSTIS CA 7 FEATHER REED ACUTIFLORA'KARL 1 GAL -- GRASS FOERSTER' STELLA HEMEROCALLIS 'STELLA HE 10 SUPREME 1 GAL -- SUPREME' DAYLILY WALKER'S LOW NEPETA FAASSENII NF 20 CATMINT 'WALKER'S LOW' 1 GAL -- PRAIRIE FIRE PANICUM VIRGATUM PV 36 SWITCHGRASS 'PRAIRIE FIRE' 1 GAL -- TURF AREAS TO BE SODDED. SEE SPECIFICATIONS. TURF AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. 7 L2.2 PLANTING PLAN NOTES 8 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. TOTAL FOUNDATION PLANTINGS - MAIN BUILDING (L2.1+L2.2 COMBINED) MAIN BUILDING FOUNDATION- FRONT AND STREET FACING 1,981 LF TREES REQUIRED (LARGE) 40 SHRUBS REQUIRED (LARGE) 119 TREES PROVIDED: 27 LG + 15 MED + 11 SM 42 LG. SHRUBS PROVIDED: 572 MED. x .67= 383 LG. TOTAL OPEN SPACE PLANTINGS - MAIN BUILDING (L2.1+L2.2 COMBINED) MAIN BUILDING OPEN SPACE 45,063 SF TREES REQUIRED (LARGE) 1 PER 2000 SF 23 SHRUBS REQUIRED (LARGE) 69 TREES PROVIDED: 30 LG + 9 MED 36 LG. SHRUBS PROVIDED: 5 LG + 225 MED X .67= 155 LG CANOPY COVERAGE CALCULATIONS - MAIN BUILDING (L2.1+2.2 COMBINED) MAIN PARKING LOT 42,956 SF CANOPY COVERAGE REQUIRED 17,182 SF ISLAND W/ 3 LARGE TREES 3,600 SF 7 LG ISLAND TREES 6,650 SF 5 LG. TREES WITHIN 7' 3,000 SF 9 MED. TREES WITHIN 7' 2,250 SF 8 LG. TREES WITHIN 7-12' 2,400 SF TOTAL CANOPY COVERAGE PROVIDED 17,900 SF L2.1 + L2.2 TURF / SEEDING NOTES: TOTAL TURF AREA FOR MAIN BUILDING (N+S COMBINED, INCL. BOULEVARDS): 53,387 SF TOTAL NATIVE SEEDED AREA FOR MAIN BUILDING (N+S COMBINED): - Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 �44-- TV ---- License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DD SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Main Building South Planting Plan Scale: 1" - 20' L2.2 1 2 3 4 5 6 0 SEE L2.1 & L2.2 FOR MAIN BUILDING PLANTINGS n 0e, - TOWN SQUARE COURTYARD PLANTING PLAN I E F SEEDED TURF 7 15 SEEDED TURF C @ \\III, ` `,,\II /,/ i o 1 5 10 20�-7 7 8 L2.3 PLANTING PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.3 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES AF2 4 FIREFALL MAPLE ACER X FREEMANII 'AF #1' 3" B+B STRAIGHT LEADER AUTUMN AMELANCHIER X AG 1 BRILLIANCE GRAN DIFLORA'AUTUMN 8' CLUMP CLUMP FORM SERVICEBERRY BRILLIANCE' SUNBURST GLEDITSIA TRIACANTHOS GT 6 3" B+B STRAIGHT LEADER HONEYLOCUST VAR INERMIS'SUNCOLE' LEONARD MAGNOLIA X LOEBNERI #10 ML 1 MESSEL CLUMP FORM 'LEONARD MESSEL' CLUMP MAGNOLIA IVORY SILK SYRINGA RETICULATA SR 1 2" B+B TREE FORM TREE LILAC 'IVORY SILK' SHRUBS CHICAGOLAND SPACING PER PLAN, 4' O.C. BU 4 GREEN BUXUS 'GLENCOE' #5 CONT. TYP. BOXWOOD DWARF BUSH SPACING PER PLAN, 4' O.C. DL 7 DIERVILLA LONICERA #5 CONT. HONEYSUCKLE TYP. LITTLE MOSES EUONYMUS ALATUS SPACING PER PLAN, 4' O.C. EA 7 #5 CONT. BURNING BUSH 'ODOM' TYP. HYDRANGEA ANNABELLE SPACING PER PLAN, 4' O.C. HA 13 ARBORESCENS #5 CONT HYDRANGEA TYP. ANNABELLE JUNIPERUS BLUE ARROW SPACING PER PLAN, 4' O.C. JS2 6 SCOPULORUM'BLUE #20 CONT JUNIPER TYP. ARROW' SUMMER WINE PHYSOCARPUS SPACING PER PLAN, 4' O.C. P02 1 #5 CONT. NINEBARK OPULIFOLIUS'SEWARD' TYP. ASH LEAF SPACING PER PLAN, 4' O.C. SS 6 SORBARIA SORBIFOLIA #5 CONT SPIREA TYP. TAXUS X MEDIA SPACING PER PLAN, 4' O.C. TM 17 TAUNTON YEW #5 CONT. TAUNTONII TYP. MR. BOWLING THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. TO 11 BALL #5 CONT 'BOBAZAM' TYP. ARBORVITAE PERENNIALS KARL FOERSTER CALAMAGROSTIS CA 24 FEATHER REED ACUTIFLORA'KARL 1 GAL -- GRASS FOERSTER' POWWOW WILD ECHINACEA PURPUREA EP 8 BERRY 1 GAL -- 'POWWOW WILD BERRY' CONEFLOWER PEROVSKIA LITTLE SPIRE PA 18 ATRIPLICIFOLIA'LITTLE 1 GAL -- RUSSIAN SAGE SPIRE' PRAIRIE FIRE PANICUM VIRGATUM PV 10 1 GAL -- SWITCHGRASS 'PRAIRIE FIRE' GOLDSTURM RG 2 RUDBECKIA'GOLDSTURM' 1 GAL -- RUDBECKIA FIREGLOW SEDUM SPURIUM SE1 27 1 GAL -- SEDUM TULDAGLUT LEMON BALL SEDUM RUPESTRE SE2 29 1 GAL -- SEDUM 'LEMON BALL' SUNSPARKLER SE3 39 FIRECRACKER SEDUM 'FIRECRACKER' 1 GAL -- SEDUM SUNSPARKLER SEDUM 'SUNSPARKLER SE4 41 LIME ZINGER 1 GAL -- LIME ZINGER' SEDUM TURF AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.conn NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DID SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11 /2020 Drawn: Check: North Town Center Courtyard Planting Plan Scale: V - 10' 2m3 8 A 1 1 1 2 3 4 5 6 A B C 0 0 R O 0 / a 0 \ SEEDED o TURF / o QE DL 17 Y\ /j 6F / \\ o ' VI AA VI A/,�\ \ E / 2 ° _ — �4n� V7 �4At'VVYiy�/\ VXj� =_ GT 2 E SEEDED TURF CA I+ NF 5 I ° \ \\I Ire — SH yy 5 JS2 ° 8 TM SR 7 0 'l \III I � - I SEEDED \ ; 2 I — _ /,,III\` \ 0 I + I o SKILLED NURSING COURTYARD PLANTING PLAN 1"=10' 0 5 10 20 ill =10' In i� a 7 L2.4 PLANTING PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.4 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES SKYLINE GLEDITSIA TRIACANTHOS GT 3 3" B+B STRAIGHT LEADER HONEYLOCUST VAR INERMIS'SKYCOLE' LEONARD MAGNOLIA X LOEBNERI #10 ML 2 MESSEL 'LEONARD MESSEL' CLUMP CLUMP FORM MAGNOLIA QE 6 NORTHERN PIN QUERCUS ELLIPSOIDALIS 3" B+B STRAIGHT LEADER IVORY SILK SYRINGA RETICULATA SR 2 2" B+B TREE FORM TREE LILAC 'IVORY SILK' SHRUBS DL 17 DWARF BUSH DIERVILLA LONICERA #5 CONT. SPACING PER PLAN, 4' O.C. HONEYSUCKLE TYP. ANNABELLE HYDRANGEA SPACING PER PLAN, 4' O.C. HA 8 HYDRANGEA ARBORESCENS #5 CONT TYP. ANNABELLE BLUE ARROW JUNIPERUS SPACING PER PLAN, 4' O.C. JS2 8 SCOPULORUM'BLUE #20 CONT JUNIPER TYP. ARROW' ASH LEAF SPACING PER PLAN, 4' O.C. SS 7 SORBARIA SORBIFOLIA #5 CONT SPIREA TYP. TAXUS X MEDIA SPACING PER PLAN, 4' O.C. TM 7 TAUNTON YEW #5 CONT TAUNTONII . TYP. MR. BOWLING THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. TO 11 BALL #5 CONT ARBORVITAE 'BOBAZAM' TYP. PERENNIALS KARL FOERSTER CALAMAGROSTIS CA 12 FEATHER REED ACUTIFLORA'KARL 1 GAL -- GRASS FOERSTER' POWWOW WILD ECHINACEA PURPUREA EP 15 BERRY 'POWWOW WILD BERRY' 1 GAL -- CONEFLOWER STELLA HEMEROCALLIS'STELLA HE 24 SUPREME SUPREME' 1 GAL -- DAYLILY GOLDEN HAKONECHLOA MACRA HM 37 JAPANESE 'AUREOLA' 1 GAL -- FOREST GRASS WALKER'S LOW NEPETA FAASSENII NF 22 CATMINT 'WALKER'S LOW' 1 GAL -- SH 25 PRAIRIE SPOROBOLUS 1 GAL -- DROPSEED HETEROLEPIS TURF AREAS TO BE SODDED. SEE SPECIFICATIONS. TURF AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.conn NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 " -- " 7 44 -. T, --- , License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DD SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North Skilled Nursing Planting Plan I I I I I I I I r Scale: 1" - 10' 20 8 1 2 3 J I I A B C E A 4 5 6 7 I I I L2.6 PLANTING PLAN NOTES �/� \� j \ 3 — — — 0� 907 SEE L2.8 & L2.9 FOR FOR TOWNHOME AREA PLANTINGS 22 SEE L2.8 & L2.9 FOR FOR TOWNHOME AREA PLANTINGS 0 o a - 0 o I 0 Tr)-T� ,, ,� SR I,1A GT , = 00 to TO 39 CP Ci r„ = TO �x1� (vr- CS )C r,r�,>, 3 r PA JS CA 2 \ 4 JS ef P5 JS 3 3 00 X�\III/� � PG /III\\ - - 911 907 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.6 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES SIENNA GLEN ACER X FREEMANII AF 5 MAPLE 'AUTUMN GLEN' 3" B+B STRAIGHT LEADER BN 12 RIVER BIRCH BETULA NIGRA 8' CLUMP CLUMP FORM SKYLINE GLEDITSIA TRIACANTHOS GT 4 HONEYLOCUST VAR INERMIS'SKYCOLE' 3" B+B STRAIGHT LEADER JV 10 EASTERN RED JUNIPERUS VIRGINIANA 6' B+B CEDAR BLACK HILLS PICEA GLAUCA VAR. PG 8 SPRUCE DENSATA 6' B+B PRAIRIE STATESMAN PC 5 PINUS CEMBRA'HERMAN' 6' B+B STRAIGHT LEADER SWISS STONE PINE QB 8 SWAMP WHITE QUERCUS BICOLOR 3" B+B STRAIGHT LEADER OAK IVORY SILK SYRINGA RETICULATA SR 3 2" B+B TREE FORM TREE LILAC 'IVORY SILK' SHRUBS ARCTIC FIRE CORNUS STOLONIFERA SPACING PER PLAN, 4' O.C. CS 18 DOGWOOD 'FARROW' #5 CONT TYP. ARCADIA JUNIPERUS SABINA SPACING PER PLAN, 4' O.C. JS 7 JUNIPER 'ARCADIA' #5 CONT TYP. COMMON WHITE SYRINGA VULGARIS VAR. SV 65 LILAC ALBA #5 CONT. SPACING PER PLAN. EMERALD THUJA OCCIDENTALIS SPACING PER PLAN, 6' O.C. TO 48 ARBORVITAE 'SMARAGD' #10 CONT. TYP. PERENNIALS KARL FOERSTER CALAMAGROSTIS CA 4 FEATHER REED ACUTIFLORA'KARL 1 GAL -- GRASS FOERSTER' PEROVSKIA LITTLE SPIRE PA 6 RUSSIAN SAGE ATRIPLICIFOLIA'LITTLE 1 GAL -- SPIRE' TURF AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. AREAS TO BE SEEDED W/ NATIVE SEED MIX'TYPE A.' SEE SPECIFICATIONS. OPEN SPACE PLANTINGS - NE GREENSPACE NE GREENSPACE OPEN SPACE 23,000 SF TREES REQUIRED (LARGE) 12 SHRUBS REQUIRED (LARGE) 36 TREES PROVIDED: 12 LARGE 12 LG. SHRUBS PROVIDED: 48 LARGE 48 LG. OPEN SPACE PLANTINGS - NW GREENSPACE OPEN SPACE 54,073 SF TREES REQUIRED (LARGE) 27 SHRUBS REQUIRED (LARGE) 80 TREES PROVIDED: 10 PRESERVED + 22 LG. 31 LG. SHRUBS PROVIDED: 80 LG. L2.6TURF /SEEDING NOTES: TOTAL TURF AREA FOR NW GREENSPACE: TOTAL NATIVE SEEDED AREA FOR NW GREENSPACE: TOTAL TURF AREA FOR NE GREENSPACE: TOTAL NATIVE SEEDED AREA FOR NE GREENSPACE: 1,450 SF 40,340 SF 21,590 SF 0 SF L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 � �T License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description PUD Submittal PUD Resubmittal PUD Resubmittal DD SET CD CHECK SET CD QAQC CHECK SET Date Num 10/08/2018 01/14/2019 03/11/2019 06/28/2019 08/30/2019 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North NE Greenspace & Community Garden Area Planting Plans Scale: SEE DRAWING 2m6 2 NW GREENSPACE PLANTING PLAN 0 10 20 4 1"=20' 1"=20' I I I I I r 0 1 I% MATCHLINE PG 10 41 Z7\ 8' HT. SPRUCE 251 WOODRIDGE LANE LINO LAKES, MN 55014 0 /�II \SEE � TREE PLANTINGS BOULEVARD T NGS Al �N TO 10 III\�v/ I o �C 253 WOODRIDGE LANE LINO LAKES, MN 55014 III\� INSERT DRAWING'A' ------- __----_---- \ 4\01 255 ASH STREET ST. PAU L, MN 55126 255 WOODRIDGE LANE LINO LAKES, MN 55014 h/// 3 r = 902 ��/II � Ji Ji •I• � O O O — — I ; SW POND & GREENSPACE PLANTING PLAN 1"=20' I 0 I 0 3 4 5 6 7 8 I L L2.7 PLANTING PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.7 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES FREEMAN ACER X FREEMANII AF 4 MAPLE 'AUTUMN BLAZE' 3" B+B BP 3 PAPER BIRCH BETULA PAPYRIFERA 3" B+B THORNLESS CRETAEGUS CRUS GALLI CC 3 HAWTHORN VAR. INERMIS 1.5„ B+B JV 12 EASTERN RED JUNIPERUS VIRGINIANA 6' B+B CEDAR BLACK HILLS PG 11 PICEA GLAUCA'DENSATA' 8' B+B SPRUCE PT 9 QUAKING ASPEN POPULUS TREMULOIDES 2" B+B QA 3 WHITE OAK QUERCUS ALBA 3" B+B STRAIGHT LEADER SHRUBS ISANTI SPACING PER PLAN, 6' O.C. CS 66 CORNUS SERICEA'ISANTI' #5 CONT DOGWOOD TYP. RG 58 SMOOTH SUMAC RHUS GLABRA #5 CONT. SPACING PER PLAN, 6' O.C. TYP. TO 106 WHITE CEDAR THUJA OCCIDENTALIS 6' HT. SPACING PER PLAN, 10' O.C. OFFSET ROWS L2.7TURF /SEEDING NOTES: TOTAL TURF AREA FOR SW GREENSPACE: TOTAL NATIVE SEEDED AREA FOR SW GREENSPACE: 4,408 SF 35,015 SF TURF AREAS TO BE SEEDED. SEE SPECIFICATIONS FOR GRASS SEED MIX. AREAS TO BE SEEDED W/ NATIVE SEED MIX'TYPE A.' SEE SPECIFICATIONS. AREAS TO BE SEEDED W/ NATIVE SEED MIX'TYPE B.' SEE SPECIFICATIONS. OPEN SPACE PLANTINGS - SW GREENSPACE OPEN SPACE 84,699 SF TREES REQUIRED (LARGE) 43 SHRUBS REQUIRED (LARGE) 127 TREES PROVIDED: 187 LG (PRESERVED) + 15 LG 202 LG. SHRUBS PROVIDED: 230 LG. NOTES: ACCESS ROUTE TO POND OVERFLOW STRUCTURE WILL BE COORDINATED WITH CIVIL AND ADEQUATE SPACE WILL BE PROVIDED IN PLANTING PLAN. SEE CIVIL FOR ACCESS ROUTE. r Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 ,C�44-- T.",---- License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DD SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North SW Pond and Greenspace Planting Plan Scale: SEE DRAWING 2m7 8 E A 1 2 3 4 5 6 7 L2.5 PLANTING PLAN NOTES 0 ) T 0 �\\ ° -� o O O --- 895 - ---� ° EAST TOWNHOMES PLANTING PLAN 1"=20' I AF PR 3 QA 4 QA 2 _ d CA r02 5 1 DL 3 PV 14 AG 1 CS 3 ° L� Ss C 3 9 d \ a E1lA 2 907 — ° II MA2 AM PV ,e 3 12 CA T02 = 14 3 I - + JV2 SH 5 HA Ir Lr 1/0 1 (u>; JS I 3 GD 2 to fu O ° O \ „+„ ik 2 S00 R � ��,��„�' o o 1 4 SEE L2.6 FOR N.E. � � GREENSPACE AREA � PLANTINGS 90) ° ,fe ° TM 5 �dld 1 'v%star HA 3 ISI BP SC 1 AM 12 3 TT TT .- 77111t7 o i V11 I\ — r , - ° 4T 91 � - -------- 0 907 9�1 ' o , , , 1� 41 1"=20' CANOPY COVERAGE CALCULATIONS NORTH PARKING SPACES 1,399 SF CANOPY COVERAGE REQUIRED 560 SF 2 LG TREES WITHIN 7' 1,200 SF TOTAL CANOPY COVERAGE PROVIDED 1,200 SF BOULEVARD TREES EAST TOWNHOME STREET FRONTAGE 816 LF (INCL. CUL-DE-SAC) BOULEVARD TREES REQUIRED 12 BOULEVARD TREES PROVIDED 14 (INCL. NE GREENSPACE) 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.5 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES SIENNA GLEN ACER X FREEMANII AF 4 311 B+B MAPLE 'SIENNA' AUTUMN AMELANCHIER X AG 3 BRILLIANCE GRANDIFLORA'AUTUMN 6' B+B CLUMP FORM SERVICEBERRY BRILLANCE' BP 2 WHITESPIRE BETULA PLATYPHYLLA 2.5" B+B STRAIGHT LEADER BIRCH 'WHITESPIRE' THORNLESS CC 2 COCKSPUR CRETAEGUS CRUS GALLI 1.5" B+B TREE FORM HAWTHORN VAR. INERMIS ESPRESSO GYMNOCLADUS DIOICUS GD 6 KENTUCKY 'ESPRESSO - JFS' 3" B+B STRAIGHT LEADER COFFEETREE SKYLINE GLEDITSIA TRIACANTHOS GT 3 3„ B+B HONEYLOCUST 'SKYCOLE' EASTER RED JV - JUNIPERUS VIRGINIANA 8' HT CEDAR MA2 3 SPRING SNOW MALUS'SPRING SNOW' 1.5" B+B TREE FORM CRABAPPLE CHALET SWISS PC 3 STONE PINE PINUS CEMBRA'CHALET' 6' B+B BLACK HILLS PICEA GLAUCA VAR. PG 3 SPRUCE DENSATA 6' B+B PR 8 RED PINE PINUS RESINOSA 6' B+B QA 5 WHITE OAK QUERCUS ALBA 3" B+B QB SWAMP WHITE QUERCUS BICOLOR 3" B+B STRAIGHT LEADER OAK SR 1 IVORY SILK SYRINGA RETICULATA 2" B+B TREE FORM TREE LILAC 'IVORY SILK' SHRUBS IROQUOIS AM 6 BEAUTY ARONIA MELANOCARPA #5 CONT SPACING PER PLAN, 4' O.C. CHOKEBERRY 'MORTON' TYP. ARCTIC FIRE CORNUS STOLONIFERA SPACING PER PLAN, 4' O.C. CS 4 DOGWOOD 'FARROW' #5 CONT TYP. DL 3 DWARF BUSH DIERVILLA LONICERA #5 CONT. SPACING PER PLAN, 4' O.C. HONEYSUCKLE TYP. HA 8 ANNABELLE HYDRANGEA #5 CONT. SPACING PER PLAN, 4' O.C. HYDRANGEA ARBORESCENS TYP. ARCADIA JUNIPERUS SABINA SPACING PER PLAN, 4' O.C. JS 7 #5 CONT JUNIPER 'ARCADIA' TYP. GREY OWL JUNIPERUS VIRGINIANA SPACING PER PLAN, 4' O.C. JV2 4 JUNIPER 'GREY OWL' #5 CONT. TYP. ASH LEAF SPACING PER PLAN, 4' O.C. SS 3 SPIREA SORBARIA SORBIFOLIA #5 CONT TYP. TM 7 TAUNTON YEW TAXUS MEDIA'TAUNTONII' #5 CONT. SPACING PER PLAN, 4' O.C. TYP. MR. BOWLING THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. TO 1 BALL #5 CONT ARBORVITAE 'BOBAZAM' TYP. GOLDEN GLOBE THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. T02 7 #5 CONT ARBORVITAE 'GOLDEN GLOBE' TYP. TT 12 TECHNY THUJA OCCIDENTALIS 6' B+B ARBORVITAE 'TECHNY' PERENNIALS KARL FOERSTER CALAMAGROSTIS X CA 35 FEATHER REED ACUTIFLORA'KARL #1 CONT. SPACING PER PLAN GRASS FOERSTER' PV 57 PRAIRIE FIRE PANICUM VIRGATUM #1 CONT. SPACING PER PLAN SWITCHGRASS 'PRAIRIE FIRE' BLUE HEAVEN SCHYZACHYRIUM SC 36 LITTLE #1 CONT. SPACING PER PLAN BLUESTEM SCOPARIUM 'MINNBLUE A' PRAIRIE SPOROBOLUS SH 22 DROPSEED HETEROLEPIS #1 CONT. SPACING PER PLAN L2.4 SOD / SEEDING NOTES: AREAS TO BE SEEDED W/ TURF SEED - SEE SPECIFICATIONS w AREAS TO BE SEEDED W/ NATIVE SEED MIX "A" - SEE SPECIFICATIONS L2.4 TURF / SEEDING NOTES: TOTAL SEEDED TURF AREA FOR EAST TOWNHOMES: TOTAL NATIVE SEEDED AREA FOR EAST TOWNHOMES: 26,793 SF L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.com NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 �44-- TV ---- License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DD SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North East Townhomes Planting Plan , I I I I I I I r Scale: V - 10' 2m8 1 2 3 4 5 6 1 2F PR i QA J1 QA PR I 1B 0 + + - I0 _ — - /III\ ° - - QB �� //_ - �\ 9 5 ° + - �/ �\ - - III � ti�� \ � ;.��� MA vIII/�� M SH ;FC7A 14 PV CS 12 ZG 12 3 TM TM CA 3 14 /; SR AM CA L v1 5 3 JS \ 3 HA 3 JS 1 �O 1 CA PC PV 1 TO T02 5 1 5 5 3 3 I 3 DL SS 4 v SH a a — ° AM � - QB O to 0...� 3 / � GD � � T02 - % 4 1 o� I 1 O °� 6 \ � SEE L2.6 FOR NW to b o O QB O GREENSPACE p 0 GD 1 3 PLANTING PLANS l w o� ° 0 0\ \ - - - CS TO ° - - - - /0 CC a MA O GT _ 2 GT a CA SC - - A - 5 5 \ I TM HA _ \�\III/�� 3- ' 3 1 - 0 9TM — � � MA2 z 9 -HA PV X 14 - JS PV AG �4 QA � 5 3 PC —� 1 SC 1 II � 1 ° / AM 12 / MA2 - /� 5 3 ° s, SCQA 2 I TM ij�,�l����� GT 12 JS DL $ 3\I I / \ I O 3 3S JV 6 cc ° 1 5 \�SH � / , \��\� I I/ �// I \ Iiv SH / - 2 a I� GD / ' 6 0 3 ° T02 ° - o 1 o- - - SH J 5 4 3 Q 895 SR CC ° \ j V JS o I a v v� a \ t� �� = SH o + //I �\ ° 5 is TM / \ o 1 GD 1 CC 0 ° \ 1 - DL 1 Cc 3 SC ° o � \ 1 ° 6 12 \ to JS 2 � O \ CA 3 MA2 QA \ \ A 5 H1 2 0 1 � OcS \ SC / //// 14 \\ 000 \ AG \ // o \ DL LLI QA 04 \ ° \ c 3 -- 9 - ° / c / / \ MA2 // / %0 -- C ° /\V/ O o— ----- \ 0 895 \0 / o j // ��/ SEE L2.6 FOR SW ° /// \ ° I _ �%/III\ POND & / -11\ GREENSPACE AREA / J" -**0` / PLANTINGS /// \ ( � °I �! / � _ (�� A 1 WEST TOWNHOMES PLANTING PLAN F ill= 20 ° ° 101 ° i ° ° 0 1� 4 1"=20' 7 8 L2.5 PLANTING PLAN NOTES 1. REFER TO THE GENERAL NOTES. 2. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LIGHTING SELECTIONS AND ELECTRICAL INFORMATION. 3. SEE CIVIL FOR GRADING INFORMATION. 4. SEE SHEET L300 FOR PLANTING NOTES AND DETAILS 5. SEE SPECIFICATIONS FOR SOILS AND INSTALLATION REQUIREMENTS. 6. SEE CIVIL EXISTING CONDITIONS PLAN FOR BENCHMARKS AND BOUNDARY INFORMATION. 7. SEE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. 8. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. IF A NECESSARY DIMENSION IS NOT SHOWN CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST THE INFORMATION PRIOR TO RELATED WORK. 9. AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, ELECTRONIC FILES OR COORDINATES WILL BE PROVIDED TO THE CONTRACTOR FOR SITE LAYOUT/STAKING. 10. FIELD VERIFY ALL MEASUREMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WITH SITE CONDITIONS. 11. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. PLANT SCHEDULE - L2.5 TAG QTY COMMON NAME BOTANICAL NAME SIZE NOTES TREES SIENNA GLEN ACER X FREEMANII AF 4 MAPLE 'SIENNA' 3"B+B AUTUMN AMELANCHIER X AG 4 BRILLIANCE GRANDIFLORA'AUTUMN 6' B+B CLUMP FORM SERVICEBERRY BRILLANCE' THORNLESS CRETAEGUS CRUS GALLI CC 5 COCKSPUR 1.5" B+B TREE FORM HAWTHORN VAR. INERMIS ESPRESSO GYMNOCLADUS DIOICUS GD 10 KENTUCKY 'ESPRESSO - JFS' 3" B+B STRAIGHT LEADER COFFEETREE SKYLINE GLEDITSIA TRIACANTHOS GT 11 3„ B+B HONEYLOCUST 'SKYCOLE' EASTER RED JV 10 JUNIPERUS VIRGINIANA 8' HT CEDAR ADAMS MA 4 MALUS 'ADAMS' 1.5" B+B CRABAPPLE SPRING SNOW MA2 8 MALUS'SPRING SNOW' 1.5" B+B TREE FORM CRABAPPLE PC 2 CHALET SWISS PINUS CEMBRA'CHALET' 6' B+B STONE PINE PR 4 RED PINE PINUS RESINOSA 6' B+B QA 13 WHITE OAK QUERCUS ALBA 3" B+B QB 4 SWAMP WHITE QUERCUS BICOLOR 3" B+B STRAIGHT LEADER OAK IVORY SILK SYRINGA RETICULATA SR 3 TREE LILAC 'IVORY SILK' 2" B+B TREE FORM SHRUBS IROQUOIS ARONIA MELANOCARPA SPACING PER PLAN, 4' O.C. AM 10 BEAUTY #5 CONT CHOKEBERRY 'MORTON' TYP. ARCTIC FIRE CORNUS STOLONIFERA SPACING PER PLAN, 4' O.C. CS 12 DOGWOOD 'FARROW' #5 CONT TYP. DL 15 DWARF BUSH DIERVILLA LONICERA #5 CONT. SPACING PER PLAN, 4' O.C. HONEYSUCKLE TYP. HA 6 ANNABELLE HYDRANGEA #5 CONT. SPACING PER PLAN, 4' O.C. HYDRANGEA ARBORESCENS TYP. JS 19 ARCADIA JUNIPERUS SABINA #5 CONT SPACING PER PLAN, 4' O.C. JUNIPER 'ARCADIA' TYP. ASH LEAF SPACING PER PLAN, 4' O.C. SS 3 SPIREA SORBARIA SORBIFOLIA #5 CONT TYP. TM 12 TAUNTON YEW TAXUS MEDIA'TAUNTONII' #5 CONT. SPACING PER PLAN, 4' O.C. TYP. MR. BOWLING THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. TO 2 BALL #5 CONT ARBORVITAE 'BOBAZAM' TYP. GOLDEN GLOBE THUJA OCCIDENTALIS SPACING PER PLAN, 4' O.C. T02 5 ARBORVITAE 'GOLDEN GLOBE' #5 CONT TYP. PERENNIALS KARL FOERSTER CALAMAGROSTIS X CA 48 FEATHER REED ACUTIFLORA'KARL #1 CONT. SPACING PER PLAN GRASS FOERSTER' PV 36 PRAIRIE FIRE PANICUM VIRGATUM #1 CONT. SPACING PER PLAN SWITCHGRASS 'PRAIRIE FIRE' BLUE HEAVEN SCHYZACHYRIUM SC 86 LITTLE SCOPARIUM 'MINNBLUE A' #1 CONT. SPACING PER PLAN BLUESTEM PRAIRIE SPOROBOLUS SH 47 DROPSEED HETEROLEPIS #1 CONT. SPACING PER PLAN L2.5 TURF / SEEDING NOTES: TOTAL SEEDED TURF AREA FOR WEST TOWNHOMES: 48,378 SF TOTAL NATIVE SEEDED AREA FOR WEST TOWNHOMES: 20,190 SF AREAS TO BE SEEDED W/ TURF SEED - SEE SPECIFICATIONS w AREAS TO BE SEEDED W/ NATIVE SEED MIX "A" - SEE SPECIFICATIONS CANOPY COVERAGE CALCULATIONS WEST TOWNHOME PARKING SPACES 929 SF CANOPY COVERAGE REQUIRED 372 SF 1 LG TREES WITHIN 7' 600 SF TOTAL CANOPY COVERAGE PROVIDED 600 SF BOULEVARD TREES WEST TOWNHOMES STREET FRONTAGE 1,011 LF BOULEVARD TREES REQUIRED 15 TREES BOULEVARD TREES PROVIDED 20 L Lyngblomsten Senior Communities Hodgson Road, Lino Lakes, MN 55014 Lyngblomsten 1415 Almond Ave W, St Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 C 0 L B E R G I T E W S landscape architecture 3101 East Franklin Avenue I Minneapolis MN 55406 colbergtews.conn NOT FOR CONSTRUCTION CAD FILE, DIGITAL, AND PRINTED DOCUMENT USAGE CONDITIONS CAD files, digital, and printed documents prepared by the Consultant for this project are instruments of the Consultant's professional services for use solely with respect to this project. These files and documents shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CAD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CAD files, digital, or printed documents shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 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 �44 -- T, ll-, License Garrett A. Tews Number: 48408 Date 5/11/2020 Revisions Description Date Num PUD Submittal 10/08/2018 PUD Resubmittal 01/14/2019 PUD Resubmittal 03/11/2019 DD SET 06/28/2019 CD CHECK SET 08/30/2019 CD QAQC CHECK SET 09/22/2019 CD SET 10/04/2019 PUD DEV STAGE RESUB 05/11/2020 Comm: 186024 Date: 05/11/2020 Drawn: Check: North West Town homes Planting Plan Scale: V - 10' 2m9 I I I I I I I I r MN E E E A B C N E F 0 2 DRY BASIN 4P 221 WOODRIDGE LANE t. LINO LAKES, MN NA�s 55104 223 WOODRIDGE LANE LINO LAKES, MN 55104 N, G NO 229 WOODRIDGE LANE LINO LAKES, MN 55104 231 WOODRIDGE LANE LINO LAKES, MN 55104 233 WOODRIDGE LANE LINO LAKES, MN 55104 239 WOODRIDGE LANE LINO LAKES, MN 55104 3 4 5 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 9 TOWN TOWN TOWN TOWN TOWN TOWN HOME HOME HOME HOME HOME HOME LOT 10 TOWN HOME a ° LML —Fl� T"— LOT 11TOWN HOME 241 WOODRIDGE LANE LINO LAKES, MN 55104 245 WOODRIDGE LANE LINO LAKES, MN 55104 7 LOT 3 LOT 2 TOWN TOWN HOME HOME LOT TOWN HOME / LOT 18 / LOT 16 LOT 17 / LOT 19 LOT 20 TOWN TOWN ,' ,�� TOWN TOWN FL MWN HOME HOME ,/ / HOME HOME HOME /,/ ' O 0 0) TOWN / ,/ / , ,� / / , ,� / , ,� / , , ,� , HOME n• LOT 13 TOWN TOWN HOME HOME 12 /' ,/ INDEPENDENT / LIVING 4 STORY EL POND 3P NORTH POND / WELLNESS CENTER MAIN ENTRY \ SKILLED CARE ENTRY & o TOWN CENTER & INDEPENDENT TOWN CENTER & LIVING INDEPENDENT LIVING 4 STORY 4 STORY COURTYARD SKILLED CARE 2 STORY ASSISTED LIVING & MEMORY CARE 3 STORY a f• OG, �7 PARKING GARAGE ENTRY & �0 `�/,/ LOADING DOCK 251 WOODRIDGE GNm //' ,/ ,/ �/' ,/ ,/ �/' ,/ // �/' // ,/' ,/ ,/' ,/ ,/' // ,/' ,/ /' ,/ /' ,/ /' ,/ /' ,/ /' ,/ /' / /' / / LANE LINO LAKES, MN 55104 17 5 RESTUARANT / 253 WOODRIDGE Existing / /' // LANE / , LINO LAKES, MN House 26 55104 // �/' / 20 / 255 WOODRIDGE / /' LANE 27 / LINO LAKES, MN o r 55104CD / , 12 21.86, x 26 / / x 255 ASH STREET /� ' x LINO LAKES, MN 55104 3 O cr 6 FAST FOOD 6 RETAIL RESTUARANT , , x Ash Street (County Road J) (Publicly Traveled Roadway) 7 8 CAMPUS SUMMARY: 96 INDEPENDENT LIVING (IL) UNITS 35 ASSISTED LIVING (AL) UNITS 16 MEMORY CARE (MC) UNITS 56 SKILLED CARE (SNF) UNITS 20 TOWNHOMES MAIN BUILDING GSF: 287,055 SF (INCLUDING BASEMENT) TOWNHOME SF: 1,480 SF PARKING STALL COUNTS: REFER TO CIVIL SHEET: SITE PLAN L OVERALL — C1.20 MONUMENT SIGN, SEE SITE ❑ LA POUT PLAN — L 1.0 FOR LOCH TION ir-T Co N N a, o oCO xCO o � a� '2 =a U Z d" 0 z (C.S.A.H. No. 32) La Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the laws of the State of MINNESOTA License RICK J. MOORE Number: 14836 Date 10/4/19 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DID SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author Check: Checker North SITE PLAN MONUMENT SIGN, SEE SHEET SI GNA GE EXTERIOR, A 17 Scale: 1" = 50'-0" SITE PLAN 1 " = 50'-0" 0 37'-6" 75' A2 1 2 3 1 4 5 1 6 ' Function of Space Legend MN E A o A B C Al E F Administration Amenities Back of House AL COMMON AL STUDIO UNIT AL UNIT CIRCULATION Parking garages SNF COMMON SNF UNIT [—]SUPPORT JL] TOILETS IL 1 Bedroom Units IL 1 Bedroom +Den Units IL 2 Bedroom Units IL 2 Bedroom +Den Units Elevators/Stairs AL UNIT 2 BED BASEMENT: FLOOR GSF: 54,832 SF TOTAL GSF: 287,055 SF (INCLUDING BASEMENT) Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the laws of the State of MINNESOTA License RICK J. MOORE Number: 14836 Date 10/4/19 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author — (1) Check: BP North BASEMENT LEVEL OVERALL FLOOR PLAN (nr � BASEMENT LEVEL OVERALL PLAN 1 " = 20'-0" 0 15' 30' Scale: 1" = 20'-0" Al mOOO 1 2 3 1 4 5 1 6 1 7 8 MN E U� A B Al E F F6 LEVEL 1 OVERALL PLAN A5.102 CG Function of Space Legend Administration Amenities Back of House AL COMMON AL STUDIO UNIT AL UNIT CIRCULATION Parking garages SNF COMMON SNF UNIT [—]SUPPORT TOILETS IL 1 Bedroom Units 71L 1 Bedroom +Den Units IL 2 Bedroom Units IL 2 Bedroom +Den Units Elevators/Stairs ■ AL UNIT 2 BED LEVEL 1: 19 IL UNITS 17 AL UNITS 28 SNF UNITS FLOOR GSF: 74,533 SF TOTAL GSF: 287,055 SF (INCLUDING BASEMENT) Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the laws of the State of MINNESOTA License RICK J. MOORE Number: 14836 Date 10/4/19 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author — (I Check: BP North LEVEL 1 OVERALL FLOOR PLAN Scale: 1" = 20'-0" 1 " = 20'-011 0 15' 30' Al mool 1 1 2 3 1 4 5 1 6 1 7 8 MN E UI I s � E � US a� 0 0� Eai ts 3 3 Q 2E�a U a a3U� >3 V A B C 0 E F Function of Space Legend Administration Amenities Back of House E]ALCOMMON AL STUDIO UNIT AL UNIT CIRCULATION Parking garages SNF COMMON SNF UNIT SUPPORT TOILETS El IL 1 Bedroom Units ElIL 1 Bedroom +Den Units IL 2 Bedroom Units ■ IL 2 Bedroom +Den Units ElElevators/Stairs 7AL UNIT 2 BED LEVEL 2: 23 IL UNITS 18 AL UNITS 28 SNF UNITS FLOOR GSF: 69,357 SF TOTAL GSF: 287,055 SF (INCLUDING BASEMENT) Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the laws of the State of MINNESOTA License RICK J. MOORE Number: 14836 Date 10/4/19 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DID SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author — (1) Check: BP North LEVEL 2 OVERALL FLOOR PLAN LEVEL 2 OVERALL PLAN 1 " = 20'-0" 0 15' 30' Scale: 1" = 20'-0" Al m002 1 2 3 1 4 5 1 6 1 7 8 MN E A B Al th F Function of Space Legend Administration Amenities Back of House AL COMMON AL STUDIO UNIT AL UNIT CIRCULATION Parking garages SNF COMMON SNF UNIT [:]SUPPORT TOILETS IL 1 Bedroom Units IL 1 Bedroom +Den Units IL 2 Bedroom Units ■ IL 2 Bedroom +Den Units ElElevators/Stairs ■ AL UNIT 2 BED LEVEL 3: 27 IL UNITS 16MCUNITS FLOOR GSF: 51,347 SF TOTAL GSF: 287,055 SF (INCLUDING BASEMENT) Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 ARCHITECT under the laws of the State of MINNESOTA icense RICK J. MOORE Number: 14836 Date 10/4/19 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DID SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author — (1) Check: BP North LEVEL 3 OVERALL FLOOR PLAN LEVEL 3 OVERALL PLAN 1 " = 20'-0" 0 15' 30' Scale: 1" = 20'-0" Al m003 fl 2 3 4 5 6 7 8 MN E A B Al E F Function of Space Legend Administration Amenities Back of House AL COMMON AL STUDIO UNIT AL UNIT CIRCULATION Parking garages SNF COMMON SNF UNIT F_]SUPPORT F-] TOILETS IL 1 Bedroom Units IL 1 Bedroom +Den Units IL 2 Bedroom Units ■ IL 2 Bedroom +Den Units ElElevators/Stairs ■ AL UNIT 2 BED N N LEVEL 4. 27 IL UNITS FLOOR GSF: 36,322 SF TOTAL GSF: 287,055 SF (INCLUDING BASEMENT) Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I'LOVA�W.1►I 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 ARCHITECT under the laws of the State of MINNESOTA License RICK J. 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Emm&L— 111■ 111■ 111■ in 1*: W01 H al n Ak 11 BASEMENT 88'-0" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" 141312 15.915 13.4 11.6 15.214.1 A5.504 D2 A5.504 D1 A5.504 D2 BASEMENT 88'-0" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BGBF BH TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0"8'-6"22'-0" BJ EJ LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" DOORS ADDED FOR SKILLED NURSING ADDITION DOORS ADDED FOR SKILLED NURSING ADDITION LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BC BC.9BC.4 TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" BC.6 BD 4 1/4"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B3 45'-3 1/2"49'-0"TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" B2 SF7 SF3 SF4 FR5 5" SF1B SF6SF6 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B3 B5B4 TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" B6 B7B3.6 SF2 SF2 EJ EJ EX-W8WEX-W8S EX-W8S EQ EQ ACCENT WALL 18'-6" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B1 TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" B2 F5A5.103F1 A5.103 B5 A5.103B1A5.103E6 A5.103D4A5.103F1A5.103F3A5.103F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 5/20/2020 5:37:54 PMC:\Users\gbednar\Documents\186024 - Lyngblomsten Lino Lakes Central - 2019_CITY SUBMITTAL_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\186024 Lino Lakes\_Revit\186024 - LyngblomstenLino Lakes Central - 2019_CITY SUBMITTAL.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A5.103 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 BP Author 10/4/19 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" ASSISTED LIVING WESTB5 6' 12' 0 1/8" = 1'-0" LOADING DOCK / GARAGEB1 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING LOUNGEB3 6' 12' 0 1/8" = 1'-0" SKILLED NURSING CONNECTION WALLE6 6' 12' 0 1/8" = 1'-0" SKILLED NURSING CONNECTION AT VERTICAL CIRCULATIOND4 6' 12' 0 1/8" = 1'-0" TOWN CENTER WESTF3 6' 12' 0 1/8" = 1'-0" TOWN CENTER WEST-SOUTHF5 6' 12' 0 1/8" = 1'-0" TOWN CENTER WEST-NORTHF1 6' 12' A B C KEY PLAN Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BCBC.9 BC.4 TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" BBBC.6BD BA LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BC BC.9 BC.4 TOP OF WALL 146'-6" BD.4 BBBC.6BD SF6 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BC BC.9BC.4 TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" SF4 SF3 BB BC.6BA SF6 C2A5.104F6A5.104F3 A5.103D5A5.104LEVEL 3 123'-2 7/8" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B5B8 B4 TOP OF WALL 146'-6" ELEMENTS MAX HT 149'-0" CS-1 FIBER CEMENT SIDING EVENING BLUE CS-2 FIBER CEMENT SIDING ARCTIC WHITE CS-4 WOOD LOOK FIBER CEMENT SIDING WARM SIENNA MSV-1 MANUFACTURED STONE VENEER OHIO BLUE VEIN CUT STONEREFER TO A5.103 FOR EXTERIOR MATERIAL SF COUNTS AND PERCENTAGES F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 5/20/2020 5:38:20 PMC:\Users\gbednar\Documents\186024 - Lyngblomsten Lino Lakes Central - 2019_CITY SUBMITTAL_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\186024 Lino Lakes\_Revit\186024 - LyngblomstenLino Lakes Central - 2019_CITY SUBMITTAL.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A5.104 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 BP Author 10/4/19 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" TOWN CENTER CANOPY NORTHD5 6' 12' 0 1/8" = 1'-0" TOWN CENTER NORTHF6 6' 12' 0 1/8" = 1'-0" TOWN CENTER NORTHF5 6' 12' 0 1/8" = 1'-0" TOWN CENTER CANOPY SOUTHC2 6' 12' A B C KEY PLAN 0 1/8" = 1'-0" ROOF DECK NORTH WEST ELEVATIONE2 6' 12' Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" CS-4 MSV-1 MSV-1 CS-1 CS-2CS-1 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" CS-1 FIBER CEMENT SIDING EVENING BLUE CS-2 FIBER CEMENT SIDING ARCTIC WHITE CS-4 WOOD LOOK FIBER CEMENT SIDING WARM SIENNA MSV-1 MANUFACTURED STONE VENEER OHIO BLUE VEIN CUT STONEREFER TO A5.103 FOR EXTERIOR MATERIAL SF COUNTS AND PERCENTAGES F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 5/20/2020 5:38:36 PMC:\Users\gbednar\Documents\186024 - Lyngblomsten Lino Lakes Central - 2019_CITY SUBMITTAL_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\186024 Lino Lakes\_Revit\186024 - LyngblomstenLino Lakes Central - 2019_CITY SUBMITTAL.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A13 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 Checker Author 10/4/19 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" SKILLED NURSING WESTF4 6' 12' 0 1/8" = 1'-0" SKILLED NURSING NORTHE4 6' 12' 0 1/8" = 1'-0" SKILLED NURSING SOUTHC1 6' 12' 0 1/8" = 1'-0" SKILLED NURSING WESTF1 6' 12' 0 1/8" = 1'-0" SKILLED NURSING SOUTHE1 6' 12' 0 1/8" = 1'-0" SKILLED NURSING NORTHC5 6' 12' 0 1/8" = 1'-0" SKILLED NURSING WESTF6 6' 12' Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 30"30"30"R3.220A1TOWEL BAR 2'-0"SHOWER HEADTOWEL RINGTPHMIRRORRADON VENT ADA CLEAR SPACE AT VANITYA5A2A3TOILET/SHOWERR104GRAB BARS1'-3"7'-6 1/2"WA1WA1WA6WA2WA13'-5 1/2"2'-4" 5'-0"1'-6"R3.220B1GRAB BARSTPHTOWEL HOOKTOWEL RINGMIRRORMIRRORTOWEL RINGSHOWER HEADCLOSET/VANITYR101ADA CLEAR SPACE AT VANITYADA CLEAR SPACE AT TOILETB3B5B2TOILET/SHOWERR102118'-7 1/2"6'-1"4'-10"WA6WA1WA1WA6WA6WA62'-2 1/2"2'-0"R101AR101BR1022'-0"RESIDENCE FLOOR PLAN GENERAL NOTES:ALL FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI WITH APPROVED ADMIXTURE THAT PROVIDES WATER AND VAPOR RESISTANCE EQUAL TO 5000 PSI (MIN.)VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS, LOCATIONS ON PLAN ARE REPRESENTATION ONLY1.2.3.PROVIDE 2" R11 FOAM BOARD INSULATION @ EXTERIOR CONC. FOUNDATION HOUSE WALLS9' - 1 1/8" PLATE HEIGHT AT ENTIRE FIRST FLOOR (TYP.)4.5.6.7.PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL WALL MOUNTED ITEMS8.PROVIDE WD SHELF AND HANGING ROD FROM WALL TO WALL IN EACH CLOSET PER - - - - - - SYMBOL NOTED ON PLANINTERIOR SLABS ON GRADE SHALL HAVE COMPRESSIVE STRENGTH OF 4,000 PSI WITH 1.5 LB/YD MICRO FIBER REINFORCING.SLABS ON GRADE EXPOSED TO FREEZING AND THAWING SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI WITH 1.2LB/YD MICRO FIBER REINFORCING AND TOTAL ENTRAINED AIR CONTENT NOT LESS THAN 5% AND NOT GREATER THAN 7%.9.ALL WOOD HEADERS TO BE EITHER DOUGLAS FIR LARCH NO. 2, HEM-FIR NO. 2, SOUTHERN PINE NO. 2, OR SPRUCE-PINE-FIR NO. 2.10.WALL STUDS TO BE MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER.11.WALL STUDS TO BE MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER.12.NAIL IN ACCORDANCE WITH IRC TABLE R602.3(1).13.PROVIDE 7/16'' OSB EXTERIOR SHEATHING ATTACHED TO WOOD STUDS @ 6'' O.C. AT PANEL EDGES AND AT 12'' O.C. IN THE PANEL FIELD.14.ALL EXTERIOR WALLS ARE BRACED WALL LINES OF CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS.E6R3.220D6R3.220F6R3.220B6R3.220R3.220D2R3.220D1D5D4R3.220E1R3.220E25SD 41UNDERSLAB RADON VENTGARAGE DOOR OPERATORSUPPORTR112PANTRY7'-11" X 2'-0"_______B2R3.2601" 48"48" 92"24"17"_______D3R3.200_______F3R3.200DECK24'-0" X SEE DIMENSIONSCONC DRIVEWAY, SEE CIVIL23'-2 1/4"7'-5 3/8"15'-9 1/8"45'-10 1/8"1'-6"11'-5"19'-6"15'-7"5'-0"4'-0"46'-6"43'-2 1/8"2'-9 3/4"OVERHEAD DOOR16'-0"3'-7 3/4"10'-0"2'-8 3/4"3'-11 5/8"6'-7 5/8"8'-8"5'-6"2'-1"1'-1"OH46'-0"WALL MOUNTED F.E. BY 104400PATIO10'-0" X 10'-0"DINING11'-5" X 9'-5"LIVING18'-5" X 12'-6"KITCHEN29'-10" X 11'-3"MASTER BEDROOM15'-2" X 13'-7"TOILET8'-5" X 11'-6"CLOSET6'-2" X 11'-6"LAUNDRY6'-2" X 2'-11"BEDROOM/DEN12'-9" X 10'-8"ENTRY5'-10" X 19'-10"GARAGE20'-10" X 20'-10"TOILET8'-10" X 7'-4"CLOSET2'-0" X 6'-2"CLOSET2'-0" X 4'-0"SUPPORT3'-0" X 6'-9"24'-0"RESIDENCE FLOOR PLAN KEY NOTES:1PROVIDE (QTY 6) VINYL-COATED CLOSET SHELVES @12'' SPACING22- 2X10 HEADER WITH 2 JACK STUDS AND 1 KINGSTUD33- 2X10 HEADER WITH 2 JACK STUDS AND 1 KINGSTUD43- 2X12 HEADER WITH 2 JACK STUDS AND 1 KINGSTUD5PROVIDE 3 2X POST AT BEAM BEARING63'-0'' X 3'-0'' X 12'' CONCRETE FOOTING WITH 5-#4REINFORCING BARS EACH WAY, TOF TO BE 4'-0''BELOW FINISHED GRADE. 12''X12'' CONC PIER WITH4-#6 VERTICAL AND #3 TIES @ 12'' O.C. 5X5 DOUG FIRPOST WITH OFFSET POST BASE.7(3) PLY 2X12 HEADER11VINYL-COATED CLOSET SHELVING SYSTEM25SHOWER CURTAIN RODFEDCBA12345678AMNCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date5/11/2020 8:10:03 AMC:\Users\gberens\Documents\186024 - Lyngblomsten Lino Lakes Central - 2019_CITYSUBMITTAL_gberens@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\186024 Lino Lakes\_Revit\186024 - LyngblomstenLino Lakes Central - 2019_CITY SUBMITTAL.rvtLyngblomstenLyngblomsten LinoLakes CampusR3.200RESIDENCE -FLOOR PLAN1415 Almond Avenue,Saint Paul, MN 55108BPAuthor10/4/19196015MINNESOTA10/4/19RICK J. MOORE14836ARCHITECT01/2" = 1'-0"RESIDENCE - TOILET C104D31'-6"3'01/2" = 1'-0"RESIDENCE - TOILET C101/C102F31'-6" 3'DOOR / OPENING SCHEDULEDOOR NODOOR / OPENINGLABEL/RATINGFRAMEHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPER100 F 1 3'-0" 7'-0" WD -- FR3R101A F 1 3'-0" 7'-0" WD -- FR1AR101B F 2 2'-6" 7'-0" WD -- FR 1A PAIRR102 F 1 3'-0" 7'-0" WD -- FR1AR103 F 1 3'-0" 7'-0" WD -- FR3R104 F 1 3'-0" 7'-0" WD -- FR3R105A F 1 3'-0" 7'-0" WD -- FR3R105b F 2 2'-6" 7'-0" WD -- FR 1A PAIRR106A F 2 2'-6" 7'-0" WD -- FR 1A PAIRR107 FG 1 6'-4" 7'-8" V -- FR 15 EXTERIOR SLIDING DOORR109B F 2 1'-9" 7'-0" WD -- FR 1A PAIRR109C F 2 3'-0" 7'-0" WD -- FR 1A PAIRR110 F 1 3'-0" 7'-0" WD -- FR1AR111 F 2 2'-6" 7'-0" WD -- FR 1A PAIR01/4" = 1'-0"RESIDENCE OVERALL PLANF53' 6'RevisionsDescription Date NumPUD Submittal 10/08/2018 1PUD Resubmittal 01/14/2019 2PUD Resubmittal 03/11/2019 3DD SET 06/28/2019 4CD CHECK SET 08/30/2019 5CD QAQC CHECK SET 09/22/2019 6CD SET 10/04/2019 7PUD DEV STAGE RESUB 05/11/2020 8 LEVEL 1100'-0"EWSS,CS-2RAILINGGARAGEDOORDECORATIVE LOUVER46"CS-7CS-7CS-64" EWSS TRIMMANUFACTURED STONE WALL CAPEXTERIOR WALL SCONCE, SEE ELEC FOR HT & TYPE6'-9"49"3'-10"20'-3"46"2'-9"8'-5 7/8"49"CS-6EWSS,CS-6ASPHALTSHINGLEROOFINGMANUFACTURED STONE VENEER,MSV-3LEVEL 1100'-0"4" COMPOSITE SIDING TRIM PIECE AT PERIMETER OF ALL EXTERIOR WINDOWS, DOORS AND INNER & OUTER CORNERS OF EXTERIOR.4" COMPOSITE SIDING TRIMEWSSCS-7EWSSCS-6EWSSCS-6ASPHALT SHINGLESEWSSCS-7MANUFACTURED STONE VENEER MSV-3LEVEL 1100'-0"24'-1"PVC RAILINGEWSSCS-7MANUFACTURED STONE VENEER MSV-3ASHPLT SHINGLE ROOFINGLEVEL 1100'-0"24'-1"PVCRAILINGEWSSCS-7MANUFACTURED STONE VENEER MSV-3ASPHALT SHINGLE ROOFING18'-0"6" SOLID WOOD MANTLE, STAIN TO MATCH CHAIR RAIL STAIN. SEE MATERIAL FINISH SCHEDULETV, NIC. PROVIDE BLOCKING FOR WALL MOUNTLIGHT FIXTURE, SEE ELEC FOR TYPE & HTMANUFACTURED STONE HEARTH1/2" X 3" WD TRIM AROUND WINDOW PERIMETER, TYP AT ALL TOWNHOME WINDOWS. PAINT TO MATCH BASE, SEE RFSSIMULATED STONE ALL 3 SIDES OF FIREPLACE BUMP OUT TO MANTEL, MSV-2SIMULATED STONE ALL 3 SIDES OF FIREPLACE HEARTH BUMP OUT, MSV-2C3A4.608_______4" 16" 34" 16"R-01W7W7G-0248"6"4"SOLID SURFACE COUNTERTOPRESIDENTIAL WOOD CASEWORKBASE AS SCHEDULED42"PENDANT LIGHT, SEE ELEC FOR HT & TYPE20 1/2"20 1/2"B2A4.601_______PLUMBING FIXTURES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE. SUPPORT BRACKET AS NEEDED, PAINT TO MATCH WALL36"12"SOLID SURFACE COUNTERTOPRESIDENTIAL WOOD CASEWORKBASE AS SCHEDULEDB2A4.601_______31" 30" 30"PENDANT LIGHT, SEE ELEC FOR HT & TYPE30" 30"PLUMBING FIXTURES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE. 36"SOLID SURFACE COUNTERTOP W/ SEALANT AT WALLC5A4.603_______D5A4.601_______18"OPEN27" 42" 21"FILLER20"30"30"FILLER12"C2A4.601_______B6A4.601_______PENDANT LIGHT, SEE ELEC FOR HT & TYPE. CENTERED ON SINK & WINDOWE2A4.601_______RESIDENTIAL WOOD CASEWORK W/ CROWN MOLDINGTRASH/RECYCLE PULL OUT CABINETCERAMIC WALL TILE BACKSPLASH, SEE MATERIAL FINISH SCHEDULE FOR TYPE & HTG-061/2" X 3" WD TRIM, PAINT TO MATCH BASE. SEE RFS.PLUMBING FIXTURES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE. KITCHEN SINK TO BE UNDER-MOUNT SS SINK.34"W8C5A4.603_______C7A4.601_______37 1/2"30"27"30"36"18"24"B7A4.603_______D6A4.601_______30"20"R-02SOLID SURFACE COUNTERTOP W/ SEALANT AT WALLRESIDENTIAL WOOD CASEWORK W/ CROWN MOLDINGCERAMIC TILE BACKSPLASH, SEE MATERIAL FINISH SCHEDULE FOR HT & TYPEG-11G-08G-07G-05E7A4.602_______PLUMBING FIXTURES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE. 84"RESIDENTIAL LOCKABLE WOOD CASEWORK, BASELESSBASE AS SCHEDULEDE2A4.602_______SCRIBE42" 42"SCRIBEHARDWARE TO BE OIL-RUBBED BRONZE.92"B6A4.601_______C2A4.601_______NOTES APPLYA4.605F524" DECORATIVE WOOD FRAMED MIRROR UNITSOLID SURFACE COUNTERTOP W/ INTREGAL SINK BOWL & 2" BACKSPLASH & SIDESPLASHESGRAB BARRESIDENTIAL WOOD CASEWORKVANITY LIGHT CENTERED ABOVE SINK, SEE ELEC FOR HT & TYPETOWEL RING18" 40"7" SCRIBE30" 12" 30"SCRIBEPLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.B6A4.601_______24" DECORATIVE WOOD FRAMED MIRROR UNITSOLID SURFACE COUNTERTOP W/ INTREGAL SINK BOWL & 2" BACKSPLASH & SIDESPLASHGRAB BAR18"20"32"RESIDENTIAL WOOD CASEWORKVANITY LIGHT CENTERED ABOVE SINK, SEE ELEC FOR HT & TYPETOWEL RINGNOTES APPLYA4.605F5TOILET PAPER HOLDER15" 15"_______D1A4.605CERAMIC WALL TILE AT SHOWER, SEE MATERIAL FINISH SCHEDULE FOR TYPE & PATTERN27"PLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.CLR36"2"RESIDENCE EXTERIOR ELEVATION GENERAL NOTES:ADDRESS NUMBERS SHALL BE NO LESS THAN 4" IN HEIGHT AND SHALL COMPLY WITH SECTION R319.1ALL VENTILATION INTAKE AND EXHAUST OUTLETS SHALL INCLUDE PERMANENT, WEATHER RESISTANT INDENTIFICATION LABELS ON THE BUILDINGS EXTERIOR.1.2.GRAB BARTOILET PAPER HOLDERNOTES APPLYA4.605F511"19"RECESSED VANITY RESIDENTIAL WOOD CABINET10" 24" 13"F2A4.603_______PLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.40"6"24"40"CERAMIC WALL TILE AT SHOWER WALLS, SEE MATERIAL FINISH SCHEDULE FOR TYPE & PATTERNTOWEL BARNOTES APPLYA4.605F5_______D1A4.605PLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.CLR36"48"CERAMIC WALL TILE, SEE MATERIAL FINISH SCHEDULE FOR TYPE & PATTERNTOWEL RINGGRAB BARNOTES APPLYA4.605F5_______D1A4.60512" 36"PLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.60"28"24"GRAB BARCERAMIC WALL TILE AT SHOWER WALLS, SEE MATERIAL FINISH SCHEDULE FOR TYPE & PATTERN._______D1A4.605PLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.CLR4'-10"R101BNOTES APPLYA4.605F5TOWEL HOOKGRAB BARTOILET PAPER HOLDER_______D1A4.605CERAMIC WALL TILE, SEE MATERIAL FINISH SCHEDULE FOR TYPE & PATTERNPLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.CLR3'-0"CERAMIC WALL TILES, SEE MATERIAL FINISH SCHEDULE FOR TYPE & PATTERN_______D1A4.605TOWEL HOOKGRAB BARSNOTES APPLYA4.605F5PLUMBING FIXTURES, TOILET ACCESSORIES & HARDWARE TO BE OIL-RUBBED OR VENETIAN BRONZE.24"12"36"60"FEDCBA12345678AMNScale:5/11/2020 7:36:31 AMC:\Users\gberens\Documents\186024 - Lyngblomsten Lino Lakes Central - 2019_CITYSUBMITTAL_gberens@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\186024 Lino Lakes\_Revit\186024 - LyngblomstenLino Lakes Central - 2019_CITY SUBMITTAL.rvtLyngblomstenLyngblomsten LinoLakes CampusR3.220RESIDENCE -ELEVATIONS ANDCASEWORK1415 Almond Avenue,Saint Paul, MN 5510801/8" = 1'-0"RESIDENCE FRONT ELEVATIONB66'12'01/8" = 1'-0"RESIDENCE - BACK ELEVATIOND66'12'01/8" = 1'-0"RESIDENCE - GARAGE ELEVATIONF66'12'01/8" = 1'-0"RESIDENCE BEDROOM ELEVATIONE66'12'01/4" = 1'-0"RESIDENCE - LIVING ROOM ELEVATIONE23' 6'01/4" = 1'-0"ISLAND ELEVATIOND43' 6'01/4" = 1'-0"ISLAND ELEVATIOND53' 6'01/4" = 1'-0"RESIDENCE KITCHEN ELEVATIOND13' 6'01/4" = 1'-0"RESIDENCE KITCHEN ELEVATIOND23' 6'01/4" = 1'-0"RESIDENCE GARAGE CASEWORKE13' 6'01/4" = 1'-0"RESIDENCE ELEVATION - MASTER BATHB13' 6'01/4" = 1'-0"RESIDENCE - TOILET ROOM - ELEVATION 1A13' 6'01/4" = 1'-0"RESIDENCE - TOILET ROOM - ELEVATION 2A23' 6'01/4" = 1'-0"RESIDENCE - TOILET ROOM - ELEVATION 3A33' 6'01/4" = 1'-0"RESIDENCE - TOILET ROOM - ELEVATION 4A53' 6'01/4" = 1'-0"RESIDENCE ELEVATION - MASTER BATHB23' 6'01/4" = 1'-0"RESIDENCE ELEVATION - MATER BATHB33' 6'01/4" = 1'-0"RESIDENCE ELEVATION - MASTER BATHB53' 6'Check:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofDateBPAuthor10/4/19196015MINNESOTA10/4/19RICK J. MOORE14836ARCHITECTRevisionsDescription Date NumPUD Submittal 10/08/2018 1PUD Resubmittal 01/14/2019 2PUD Resubmittal 03/11/2019 3DD SET 06/28/2019 4CD CHECK SET 08/30/2019 5CD QAQC CHECK SET 09/22/2019 6CD SET 10/04/2019 7PUD DEV STAGE RESUB 05/11/2020 8 LyngblomstenLyngblomsten Lino Lakes CampusMAY 11, 2020Comm No: 196015LOADING DOCKSCREENINGLOADING DOCK SECTION LyngblomstenLyngblomsten Lino Lakes CampusMAY 11, 2020Comm No: 196015LOADING DOCKSCREENINGLOADING DOCK SECTION - FACING LOADING DOCK proposed materials & colors 16 proposed materials & colors Townhome Material Scheme A 17 proposed materials & colors Townhome Material Scheme B 18