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HomeMy WebLinkAbout10/09/2024 PZ Combined Packet Meeting guidelines on reverse side. PLANNING & ZONING BOARD AGENDA Wednesday, October 9, 2024 Broadcast on Cable TV Channel 16 and northmetrotv.com/lino-lakes-stream ADVISORY BOARD MEETING, 6:30 P.M. Council Chambers (televised) 1. Call to Order and Roll Call 2. Pledge of Allegiance 3. Public Comment (sign-in prior to start of meeting per Rules of Decorum) 4. Setting the Agenda: Addition or Deletion of Agenda Items 5. Approval of Minutes: September 11, 2024 6. Action Items A. PUBLIC HEARING: Lino Retail 2.0 Rezoning, Preliminary Plat, Conditional Use Permit and Site & Building Plan Review B. PUBLIC HEARING: Spargur Estates Preliminary Plat and Variance 7. Discussion Items A. Project Update ADJOURNMENT CITY OF LINO LAKES ADVISORY BOARD MEETING GUIDELINES Advisory boards are fact-finding bodies established to aid the City Council in specific areas. The decisions of any board are considered advisory only and all final decisions rest with the City Council. Board meetings shall operate in accordance with the procedures established by the City Council. The following meeting guidelines are derived from the City Council Rules of Decorum. Members of the Audience – No person in the audience shall engage in disorderly or disruptive conduct such as audible commentary during a meeting, hand clapping, stamping of feet, whistling, using profane language, yelling and similar demonstrations, which conduct disturbs the peace and good order of the meeting. Public Comment– Comments from the public will be accepted on any matter, whether on the agenda or not. Comments will not be accepted during specific agenda items unless a Public Hearing has been noticed. Please remember to be courteous and respectful and abide by the following guidelines: • Sign-in prior to the start of the meeting • Step up to the microphone when recognized by the Presiding Officer (Chair or Vice- Chair) • State your name and address for the record • State the subject to be discussed • Limit comments to 4 minutes • Address comments to the board as a whole, not any specific member • No question may be asked of a board member or staff member without the permission of the Presiding Officer (Chair or Vice-Chair) • Elect a spokesperson for a group of persons who wish to address the board on the same subject Public Hearing – A public hearing is a separate item of business on the agenda. It gives the public an opportunity to comment on the topic identified. Please remember to be courteous and respectful and abide by the guidelines outlined for public comment (although no sign-in required). Typically, a public hearing proceeds as follows: 1. The Presiding Officer (Chair or Vice-Chair) will announce the agenda item and staff will present their report. 2. Board members have the opportunity to ask staff questions about the item. 3. The Presiding Officer (Chair or Vice-Chair) opens the public hearing and will recognize those who want to speak. 4. The Presiding Officer (Chair or Vice-Chair) shall close the public hearing. 5. The Board will then discuss the item. No further public comments are allowed. 6. The Board will make a recommendation and/or decision. After a motion has been made or a public hearing has been closed, no member of the public shall address the board from the audience on the matter under consideration. The Presiding Officer (Chair or Vice-Chair) shall maintain strict order and etiquette at all meetings. DRAFT MINUTES CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES 1. CALL TO ORDER AND ROLL CALL Chair Root called the Lino Lakes Planning & Zoning Board meeting to order at 6:30 p.m. on September 11, 2024. 2. PLEDGE OF ALLEGIANCE 3. PUBLIC COMMENT Mr. Root declared public comment open at 6:36 p.m. Carol Featherstone, 631 Andall Street, Lino Lakes, MN 55014, Ms. Featherstone expressed her opposition to the construction of Street C to Andall Street. She said other residents have also expressed their opposition to Street C as it would affect wildlife, preservation of wetland and trees and resident safety with the new development. She stated there are trees being removed that are 80 to 100 years old. She also mentioned other developments that only have one in and out access point. She encouraged the board to view the City Council packet from august 22, 2016 regarding the St Clair Estates found on page 81 and 82. She requested if Street C was necessary, the City provide the proof, otherwise she would like it removed from the planning. Phillip Hallstrom, 620 Andall Street, Lino Lakes, MN 55014, Mr. Hallstrom said he agrees with Ms. Featherstone’s points. He would like to see MI Homes provide parking at arena acres in lieu of building a park. He said they were given an opt out for the park as arena acres and the elementary school were nearby. DATE: September 11, 2024 TIME STARTED: 6:30 P.M. TIME ENDED: 10:04 P.M. MEMBERS PRESENT: Isaac Wipperfurth, Nathan Vojtech, Neil Evenson Michael Root, Suzy Guthmueller, Perry Laden, Patrick Kohler MEMBERS ABSENT: None STAFF PRESENT: Michael Grochala, Katie Larsen, Julie Whitney Planning & Zoning Board September 11, 2024 Page 2 DRAFT MINUTES Mr. Vojtech moved to close public comment. Motion seconded by Mr. Evenson. Public comment was closed at 6:42 p.m. Motion carried 7 – 0. 4. APPROVAL OF AGENDA The agenda was approved as presented. 5. APPROVAL OF MINUTES Mr. Vojtech moved to approve the August 14, 2024 meeting minutes. Motion seconded by Mr. Wipperfurth. Mr. Kohler abstained. Motion carried 6 – 0. 6. ACTION ITEMS A. Public Hearing: Slater Addition Preliminary Plat Ms. Larsen presented the staff report. The applicant, Boulder Contracting, submitted a land use application for preliminary plat for Slater Addition. The applicant proposes to subdivide the existing parcel located at 7869 Meadow View Trail into three (3) single family lots for the purpose of constructing two (2) new single-family homes. The lot is 1.41 gross acres (61,294 sf). Mr. Wipperfurth asked if the houses were guided towards low density in the comp plan. Ms. Larsen stated they were. Mr. Laden asked where the definition of front yard came from and thought it was senseless that a house addressed and accessed on one street that we would redefine as a side yard. Ms. Larsen said it came from our zoning ordinance and is a common planning practice. George Slater, 7869 Meadowview Trail, Lino Lakes, MN 55014, the homeowner just reiterated what Ms. Larsen said during the staff report. Mr. Root opened the public hearing at 7:00 p.m. No public comments were made. Planning & Zoning Board September 11, 2024 Page 3 DRAFT MINUTES Mr. Kohler moved to close the public hearing. Motion seconded by Mr. Vojtech. The public hearing was closed at 7:00 p.m. Mr. Laden moved to approve the preliminary plat subject to conditions listed in the staff report. Motion seconded by Mr. Evenson. Motion carried 7-0. B. Public Hearing: Zoning Ordinance Text Amendment-Home Occupation Permits The applicant, Connor Mattioli, submitted a Land Use Application for a Zoning Ordinance Text Amendment to allow for home occupation businesses related to or involving explosives, ammunition or weapons. Mr. Kohler said he was not comfortable with this and thinks there should be local knowledge with the City. Ms. Larsen stated that is what the ATF is doing. If the ordinance is amended the applicants would require a Home Occupation permit and the City would know where these locations are. Mr. Laden asked if this could be done as a conditional use permit. Ms. Larsen said the level C takes it to a conditional use permit. Mr. Root discussed the report the applicant provided and thinks there should be a limit to quantity. Mr. Root reviewed research of other communities and in Coon Rapids ammunition manufacturing is prohibited, in Ramsey firearm sales and repair are allowed but ammunition manufacturing is prohibited. In St Louis Park firearm sales are prohibited. Mr. Root is not opposed to the idea but feels like there is more information that is needed in the different classifications, such as proximity to other residents and the quantity of material that is able to be kept on site to maintain safety. He thought it to be important to get more information on fire prevention and fire suppression when there are explosives or ammunition. Ms. Larsen said it is possible to allow guns but no explosives and ammunition. Mr. Root thinks the quantity should be limited to the proximity to other residents. Ms. Larsen said there are no personal use limits to the amount you can have on your property. Mr. Vojtech questioned if an applicant rented a business storefront would this type of business be permissible there. Ms. Larsen said it would in a commercial zoning district. Mr. Grochala stated it gets more complicated with the requirement of limiting amounts as there would need to be an inspection to track those amounts. He said it would be simplest to limit to sales and repair. They would still need to go through the requirement of the FFL. Connor Mattioli, 7607 Quarter Horse Ct, Lino Lakes, MN 55014, is the applicant for this text amendment. He stated the ATF has a yearly inspection for explosives when you are in that class, and he is not. He said he is designing and manufacturing firearms. The manufacturing is done off site, but the amendment would allow him to manufacture on site. He stated he has seen other language in City code prohibiting the use of tools that Planning & Zoning Board September 11, 2024 Page 4 DRAFT MINUTES are not commonly found in households and said that may be an option. He said the way the ATF defines manufacturing is putting two parts of a firearm together. He said he recently had to close out his FFL due to moving into Lino Lakes and needing to conform to the laws in our City. If his business is permitted in the City he will need to reapply and go through that process including a home inspection. Mr. Root stated the concern is the quantity of manufacturing materials and explosives. Mr. Root questioned if the amendment was limited to weapons if it would affect Mr. Mattioli’s business. Mr. Mattioli stated it would not. Mr. Root also expressed concern over the storage of ammunition material. Mr. Mattioli assured there were ATF requirements for storage. Mr. Root summarized there were concerns regarding the ammunition and explosives. Ms. Guthmueller wanted to know about ATF licensing and what he is looking to do. Mr. Mattioli said he would like to open a shop that manufactures firearms. He is looking to design and manufacture a better process for producing firearms. He said his work is currently done on a computer and the manufacturing of the firing components is done offsite through a third party. They are sent back to Mr. Mattioli where he puts them together and sells them and the process is regulated by the ATF with inspections. Ms. Guthmueller questioned the number of sales he has done. Mr. Mattioli said he has sold two because he is mostly into manufacturer researching and getting the parts sent to him. He said with the parts he is receiving he is testing them to see if they fit properly. If they do not, they are destroyed, and he goes back to the drawing board to redesign. Mr. Vojtech feels like it should not be allowed in neighborhoods. Mr. Laden has no problem with the firearm as long as there is no on site testing of the firearm. He is uncomfortable with the ammunition and explosives. Mr. Kohler wants the fire department to know there is a house containing explosives when responding to the residence. Mr. Root opened the public hearing at 7:36 p.m. Alexandra Rudy, 7612 Mustang Lane, Lino Lakes, MN 55014, Ms. Rudy understands the applicant only gets two guns per year but there is a daycare near the applicant’s residence. She knows he is building a fence around the property but didn’t understand the reason behind it. She does not think the ATF has strict enough rules or oversight. Carol Featherstone, 631 Andall Street, Lino Lakes, MN 55014, Ms. Featherstone said because this applies to everyone coming in and we will not know what will be brought in under this ordinance, she has real concerns over ammunition and explosives. Planning & Zoning Board September 11, 2024 Page 5 DRAFT MINUTES Mr. Evenson moved to close the public hearing. Motion seconded by Mr. Kohler. The public hearing was closed at 7:39 p.m. Mr. Laden requested roll call to see where everyone was at. Mr. Evenson wants to keep the explosives out of the ordinance. He is ok with the ammunition and weapons. Ms. Guthmueller does not think we need to change the ordinance for one application. Mr. Laden no objection to the firearm portion and no objection to this business. He agrees there is not enough information to change the ordinance. Mr. Wipperfurth said it is already a regulated business by the ATF and our police department had no concerns with it. He thinks the explosives should stay banned in the ordinance. Mr. Kohler, leave the explosives in but keep at a B business. Wants them to have to pull a permit. Ms. Larsen said it is already a requirement and they are forwarded to the police department. Mr. Vojtech is not in favor whatsoever and would like them all kept in the ordinance as banned in our city. Mr. Root wants weapons removed from the ordinance. He felt in the future with more information we could possibly remove the ammunition in the ordinance. He thought the small scale manufacturing is acceptable as it remains within the class B home occupation. Mr. Evenson moved to approve the Zoning Ordinance Text Amendment for Home Occupation striking ammunition or weapons from the ordinance. Motion seconded by Ms. Wipperfurth. A roll call vote was requested when there was opposition from several members. Mr. Vojtech – opposed, Mr. Kohler - approved, Mr. Wipperfurth – approved, Mr. Laden – opposed, Ms. Guthmueller – opposed, Mr. Evenson – opposed, Mr. Root – opposed. Motion fails. Mr. Laden moved to strike weapons from the ordinance. Motion was seconded by Mr. Root. Motion was carried 5 – 2. C. Natures Refuge North Revised PUD Concept Plan Review The applicant, M/I Homes of Minneapolis/St. Paul, LLC, originally submitted a land use application for PUD Concept Plan (“concept plan”) review in October 2023. The concept plan was reviewed by the City’s Advisory Boards and City Council. The applicant has now submitted a revised concept plan based on public, staff, Board and Council comments Planning & Zoning Board September 11, 2024 Page 6 DRAFT MINUTES for additional review and comment. The development contains 2 parcels totaling approximately 60 gross acres. It is located north of Natures Refuge and is called Natures Refuge North. Mr. Laden is not in favor of the garage forward with the smaller lot sizes. He is in favor of the Street C connection. Mr. Wipperfurth is in favor of the street C connection as it eases traffic and thought it should have a trail or sidewalk. He does not like that all the lots are villa lots now. He wants single family lots, not just one type. He is ok with the villa garage size. Ms. Guthmueller does not think it is smart to have the smaller garage. She thinks 60 ft wide street is not wide enough. Mr. Kohler agreed. Mr. Vojtech does not like the connection for Street C from a higher density to lower density neighborhood. He is comfortable keeping the garage sizes. Mr. Evenson is in favor of the villas because it is a preferred product. Mr. Root is not against the garage being forward and thought it would be nice to get a footprint of the garage as to how many vehicles can fit in the garage. He thought the porch coming out forward is acceptable as well and agrees with Mr. Laden. Ms. Emily Becker with MI Homes addressed the Board’s comments. D. Wilkinson Waters PUD Concept Plan Review The applicant, Wilkinson Waters LLC, is proposing a master planned development located on North Oaks Company Inc. property located south of County Road J/Ash Street/CSAH 32, west of Centerville Road/CSAH 21 and north of Wilkinson Lake Boulevard. The development contains 4 parcels totaling approximately 76 gross acres 2 and consists of mix of residential housing types and commercial development. The proposed development is called Wilkinson Waters. Laden is in favor of the studio apartments and has no problem with the building height. Would like to see a high architecture standard for the business’s due to the gateway. He also thinks is good for the City to have affordable housing. Wipperfurth questioned if the City is concerned about water quality issues. Mr. Grochala said they are having conversation with VLAWMO and North Oaks Corporation regarding a wetland creation on the northwest end of Wilkinson Lake for wetland restoration. He also said the water system is looped back on itself. Mr. Wipperfurth agrees with the high architectural standards along Centerville Road and Ash Street and Planning & Zoning Board September 11, 2024 Page 7 DRAFT MINUTES thinks there should be a commercial component for the gateway. He thought Ms. Larsen’s comments about moving the senior living building further east would cause some of the commercial development area to be minimized or push the larger buildings closer to the single-family residential areas. He is comfortable with the taller building height but not with the guidance at 348. Mr. Evenson is comfortable with the studios and the building height. He would like to see more affordable housing. He would like to see trails but understands that area is wet. Mr. Vojtech is not in favor of the apartment building location on the property or when entering the gateway. He would like it moved back on the property. He is comfortable with the studio apartment but would also like to see more affordable housing. Mr. Kohler likes the location of the apartment building. He does not think the development needs affordability to it. He thinks the builder needs to make money on the development. He links the non-potable water system. Ms. Guthmueller questioned what the park fees were used for. Mr. Grochala said the monies can be used for trail or boardwalk costs. A portion will go to the regional trails and our City wide facilities. It is generally reserved for parks in the development area. She also likes the senior living building where it is and likes the retail that is planned. She thinks the apartment building is too dense. She wondered if the Board should be looking at density when there are several studio apartments. Mr. Vojtech is in favor of changing the area to General Business. Mr. Root is in alignment with the comments made by the Board. He thinks retail is key to the development and agrees to having greater flexibility with General Business. He also agrees with the studio apartments. The applicant Mark Houge is with the North Oaks Company located at 5959 Centerville Road, North Oaks, MN 55127. He introduced Lauren Grouws, VP of Development and Jeremy Foss with ISG Engineers. He said Waverly Gardens was the vision to relate to for this development even though they are in two different cities. The building location is due to the proximity of their other building as they share staff. They also like preserving the corner coming into the gateway for single level commercial building. They are contemplating making a trail connection west to Rapp farm. He said the water is a dead-end line that goes to Rapp farm serving 156 homes. He said long term they would prefer loops but believes the water would be very high quality. He would like to use a portion of the park dollars on site for the trail connection to the west. Planning & Zoning Board September 11, 2024 Page 8 DRAFT MINUTES Mr. Kohler asked the timeline of the project. Mr. Houge said they would start with the apartment building then go into the town home development and then the commercial property over three years. Mr. Laden said he would like to see a tot lot that is associated with the apartment as there will be families living there. Mr. Houge said there is a green space in the center of the development that is allocated for recreational facilities. 7. DISCUSSION ITEMS A. Project Update Mr. Wipperfurth moved to adjourn the meeting. Motion seconded by Mr. Vojtech. Meeting adjourned at 10:04 p.m. Respectfully submitted, Julie Whitney – Community Development Administrative Assistant 1 PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: October 9, 2024 REQUEST: PUBLIC HEARING for Lino Retail 2.0 1.Rezoning 2.Preliminary Plat 3.Conditional Use Permit 4.Site and Building Plan Review CASE NUMBER: RZ2024-001 PP2024-005 CU2024-002 SP2024-004 APPLICANT: Java Companies, LLC Attn: Mark Krogh, Manager 879 Scheffe Avenue St. Paul, MN 55102 OWNER: Multiple REVIEW DEADLINE: Complete Application Date: September 23, 2024 60-Day Deadline:November 22, 2024 Environmental Board Meeting: October 30, 2024 Park Board Meeting: N/A Planning & Zoning Board Meeting: October 9, 2024 City Council Work Session: November 4, 2024 City Council Meeting: November 12, 2024 BACKGROUND The applicant, Java Companies, LLC, is proposing to plat and develop three (3) commercial lots near Lake Drive, Marketplace Drive, and 77th Street. The Land Use Application is for the following: 2 • Rezoning o NB, Neighborhood Business to GB, General Business • Preliminary Plat o 3 commercial lots • Conditional Use Permit o Auto repair-major and minor for fast oil change facility • Site & Building Plan Review • Vacation o Portion of 77th Street This staff report is based on the following information: • Narrative prepared by Java Companies received September 9, 2024 • Preliminary Plat prepared by Design Tree dated September 9, 2024 • Civil Plan Set prepared by Design Tree dated September 4, 2024 • Landscape Plan prepared by Plan-Type dated August 2, 2024 • Architectural Plans prepared by Lampert Architects dated September 6, 2024 • Final Stormwater Management Study prepared by Design Tree dated July 16, 2024 • Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024 • Traffic Impact Study prepared by Alliant dated September 23, 2024 ANALYSIS Existing Site Conditions The 5 acre site includes the redevelopment of six (6) existing lots along the west side of Lake Drive. Two (2) of the lots north of 77th Street are owned by the City of Lino Lakes and was temporarily used for community gardens. Four (4) of the lots south of 77th Street are commercially zoned lots that either had or currently have single family dwellings. The developer will acquire and remove these dwellings. Zoning and Land Use The 2 lots north of 77th Street are zoned GB, General Business. The 4 lots to the south are zoned NB, Neighborhood Business. These 4 lots will be rezoned to GB, General Business. The 5 acre site is guided commercial per the City’s 2040 Comprehensive Plan. Current Zoning GB, General Business NB, Neighborhood Business Existing Land Use Vacant Commercial 3 Single Family Residential Future Land Use per 2040 Comp Plan Commercial Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North GB, General Business Commercial Commercial South NB, Neighborhood Business Single Family Residential Commercial East GB, General Business R-4, High Density PUD Commercial Rural Residential Multi-family Commercial Planned Commercial/Residential West R-1, Single Family NB, Neighborhood Business Residential Commercial Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for commercial development and zoning code requirements for GB, General Business with minor revisions as detailed in this staff report. Blocks and Lots The proposed preliminary plat contains the following lots Parcel Acres Purpose Lot 1, Block 1 1.61 acres Retail (auto parts sales) Lot 2, Block 1 1.41 acres 3 unit multi-tenant retail building Lot 1, Block 2 1.32 acres Fast oil change facility 77th Street 0.56 acres Vacated road right-of-way Lake Drive 0.11 acres Dedicated road right-of-way TOTAL 5.01 acres 4 An additional 10ft of road right-of-way along Lake Drive at the south of the plat is being dedicated as required. Streets and Alleys CSAH 23 (Lake Drive) is an A-Minor Arterial Reliever county road. A raised median exists from the American Legion south past I-35W. A signalized intersection exists at Marketplace Drive. No additional access points or driveways are allowed onto Lake Drive along this section. 77th Street is a minor collector local road. The section of 77th Street within the proposed plat will be vacated. Marketplace Drive will be extended west and connect to Marilyn Drive and 77th Street. The City Engineer (WSB) has completed the plans and specs for this street reconstruction and utilities project. The City will construct and install utilities in conjunction with the platting and commercial development project. The American Legion (7731 Lake Drive) currently has a “frontage road” that was intended to provide additional access to the lots to the south. Staff consulted with the American Legion and they did not feel the additional access was needed. An existing city stormwater basin also exists at the end of the frontage road adding site constraints to the possible frontage road extension. Staff suggests a future shared driveway be considered along the west lot line of the American Legion and Lino Retail 2.0. There are no other public roads being proposed with the development. A shared driveway from between Lot 1 and Lot 2, Block 1 is provided. A shared driveway agreement will be required here as well as between Lot 1, Block 2 south. Easements Standard drainage and utility easements at least 10 feet wide shall be provided over the lot lines and stormwater management facilities. Public Land Dedication The City will collect cash fee in lieu of land dedication for commercial development at the time of final plat. Lino Retail 2.0 4.34 acres x $2,600 per acre = $11,284 5 Site and Building Plan Review The attached Site and Building Plan Review Worksheets were completed for each lot and building to determine zoning code compliance in regards to lot sizes, setbacks, architecture, lighting and off-street parking. In general, the proposed development is compliant with minor revisions as noted. Site Plan Building A Building A on Lot 1, Block 1 is approximately 7,450 sf and is a proposed retail auto parts store. The site has shared access from Lot 2, Block 1. An existing stormwater basin is along Lake Drive and new infiltration basin is proposed along the south lot line. Building B Building B on Lot 2, Block 1 is approximately 6,000sf and is a proposed 3 unit multi- tenant retail building. A new infiltration basin is proposed along the south lot line. Sidewalk exists on the south side of the lot that aligns with the crosswalk and existing sidewalk on the east side of Lake Drive. The end users are not known at this time; however, a retail drive-through user is proposed. Drive-through service facilities are accessory uses. Per City Code Section 1007.132(7): (c) Drive-through service facilities: 1. At least 120 feet of segregated passenger motor vehicle stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum passenger motor vehicle stacking may be reduced to 60 feet per lane. 305 feet is single lane stacking is provided. 2. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on-site traffic circulation or access to the required parking space. Traffic is controlled and will not interfere with on-site traffic circulation or access. 3. No part of the public street or boulevard may be used for stacking of passenger motor vehicles or motorcycles. No public street is used for stacking. 4. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, 6 particularly residential premises, and to maximize maneuverability of vehicles on the site. The stacking lane, order board and window are located adjacent to Lake Drive away from the residential premises. Maneuverability is maximized. 5. The drive-through window and its stacking lanes shall be screened from view of adjoining residential zoning districts and public street rights-of-way. The drive-through window is located on the north end of the building, away from residential zoning districts and public street rights-of-way. 6. A lighting and photometric plan will be required that illustrates the drive- through service lane lighting and shall comply with § 1007.046. A photometric plan has been submitted; however, revisions are required to determine compliance. Building C Building C on Lot 1, Block 2 is approximately 1,700sf and is a proposed fast oil change facility. A new infiltration basin is proposed along the west lot line. A conditional use permit (CUP) is required in the GB, General Business for auto repair-major and minor. A fast oil change facility is considered a minor auto repair. The CUP conditions will be discussed later in this report. Drive-through service facilities are accessory uses. Per City Code Section 1007.132(7): (c) Drive-through service facilities: 1. At least 120 feet of segregated passenger motor vehicle stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum passenger motor vehicle stacking may be reduced to 60 feet per lane. 60 feet of multiple service lane stacking is provided. 2. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on-site traffic circulation or access to the required parking space. Traffic is controlled and will not interfere with on-site traffic circulation or access. 3. No part of the public street or boulevard may be used for stacking of passenger motor vehicles or motorcycles. 7 No public street is used for stacking. 4. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, particularly residential premises, and to maximize maneuverability of vehicles on the site. The stacking lanes and vehicles face away from the residential lots to the west. There are no order board and windows on site. Maneuverability is maximized. 5. The drive-through window and its stacking lanes shall be screened from view of adjoining residential zoning districts and public street rights-of-way. There is no drive-through window. The stacking lanes will be screened from the residential lots with a privacy fence and landscaping along the west lot line. 6. A lighting and photometric plan will be required that illustrates the drive- through service lane lighting and shall comply with § 1007.046. A photometric plan has been submitted; however, revisions are required to determine compliance. Architectural Plans and Exterior Building Materials The architectural plans and exterior building materials of the 3 buildings compliment each other as well as the Marketplace development on the east side of Lake Drive. Materials include 2 different colors of brick, glass, stone, EIFS, and rock faced block. Colors are browns, tans, charcoal greys, and black. The exterior materials, colors, and percentages are compliant with performance standards. The building heights range from 20 to 24ft which is less than that maximum 45 ft allowed. Trash enclosure/storage areas are proposed on each site; however, construction details are required. Mechanical equipment screening for each building shall be provided. Grading Plan and Stormwater Management Per the City Engineer Memo dated October 2, 2024: 8 Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 0.00 0.35 5.98 Needed if basins landlocked Currently Proposed 0.00 0.18 4.90 Needed if basins landlocked Additional comments/revisions are noted in the attached City Engineer memo. Public Utilities The commercial development will be municipally served by a 21” sanitary sewer main along Lake Drive and a 10” sanitary sewer main along the extended Marketplace Drive. The commercial development will be municipally served by a 12” watermain along Lake Drive and a 12” watermain along the extended Marketplace Drive. Tree Preservation, Mitigation Standards and Landscaping Staff and the Environment Board will review the tree preservation and landscaping requirements at their October 30, 2024 meeting. Detailed analysis regarding tree survey, tree mitigation, open area landscaping, buffer and screen standards, canopy cover, foundation landscaping, and sod and ground cover standards are not available at this time; however, staff is confident these requirements can be met. Staff does note a 6ft high maintenance free privacy fence shall be installed along the west lot line of all 3 lots to provide proper screening from the residential houses. Signage A separate Sign Permit Application with detailed sign information is required for any permanent or temporary signage. Monument sign plans are proposed for each lot similar to those at Starbucks and Blue Heron Dental on the east side of Lake Drive. The site plan shall show the location of the signs. Impervious Surface Coverage 9 The allowed maximum impervious surface coverage per lot in the GB, General Business District is 75%. The Site & Building Plan Review Worksheets show compliance for each lot. Traffic Study In August 2020, Anoka County Highway Department completed a CSAH 23 Preliminary Traffic Analysis from Lexington Avenue to Main Street. The analysis included the intersection of CSAH 23 (Lake Drive) and Marketplace Drive. The proposed preliminary plat and commercial development is consistent with that plan. The attached City Engineer memo details additional traffic information. The commercial development meets the requirements for level of service (LOS). Intersections currently operate at an overall Level of Service (LOS) A. Build condition overall LOS will continue to operate at a level A. Existing roads and intersections providing access to the development have the structural capacity to accommodate projected traffic from the proposed development. Environmental Assessment Worksheet (EAW) An EAW is not required for a three (3) lot commercial development. Wetlands There are no wetlands on site. Shoreland District The site is not located in the Shoreland District. Floodplain There is no FEMA floodplain on site. Additional City and Government Agency Review Comments Anoka County Highway Department Anoka County Highway Department provided comments in the attached September 19, 2024 letter. Public Safety Comments 10 Lino Lakes Public Safety Department-Police and Fire Divisions reviewed the proposed commercial development and had no comments. Economic Development Advisory Committee (EDAC) EDAC will review the application on October 10, 2024. Environmental Board The Environmental Board will review the development proposal at their October 30, 2024 meeting. Agreements Stormwater Maintenance Agreement The stormwater facilities will be privately maintained and a Declaration for Maintenance of Stormwater Facilities will be required. Development Agreement and Final Plat The applicant shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as part of the final plat application. Site Improvement Performance Agreement Site Improvement Performance Agreements will be required for construction of each building. Comprehensive Plan Lino Retail 2.0 is consistent with the goals and policies of the comprehensive plan in regards to land use, housing, economic development, transportation, local water management plan, sanitary sewer, water supply and parks, greenway and trails. Land Use Plan The Comprehensive Plan guides this property for commercial use. The three (3) buildings are consistent with commercial land use. Housing Plan 11 The goals and policies of Housing Plan are not negatively impacted by the commercial development. Economic Development The three (3) lot commercial development supports the City’s economic development plan. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. CSAH 23 (Lake Drive) is an A-Minor Arterial Reliever county road. 77th Street/Marketplace Drive is a Minor Collector road. The exiting road system can accommodate the traffic generated by the commercial development. Local Water Management Plan The purpose of the water management program is to protect, preserve, and use natural surface and groundwater storage and retention systems and prevent erosion of soil into surface water systems. The commercial development will construct stormwater management BMP’s such as curb, gutter, and stormwater ponds. Sanitary Sewer Plan The goal of the sanitary sewer plan is to maintain the city’s residents and businesses with an affordable and safe sanitary sewer system. The commercial development will be served by an affordable and safe sanitary sewer system. Water Supply Plan A goal of the water supply plan is to provide residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The commercial development will be served with a safe and high quality water supply. Parks, Greenways and Trails A goal and policy of the parks, greenways and trails plan is to continue to development and fund recreational activities in the City. The City will require cash in lieu of land dedication for the three (3) new commercial lots. Findings of Fact Rezoning 12 The four (4) lots south of 77th Street shall be rezoned from NB, Neighborhood Business to GB, General Business to allow for Building B (drive-throughs are not allowed in NB zoning district) and Building C (automotive repair-minor is not allowed in NB zoning district). History In 1999, the lots on the west side of Lake Drive in this corridor were zoned NB, Neighborhood Business. The 4 lots north of 77th Street were rezoned to GB, General Business when the City sold the old police station to the American Legion because liquor sales were not allowed in NB. In 2022 when the City did a major update to the zoning ordinance and map, the lots north of the American Legion were zoned PSP, Public Semi- Public (City fire station) and GB, General Business to be consistent with the 2040 Comprehensive Plan commercial land use and existing conditions. The lots south of 77th Street remained NB, Neighborhood Business until time of redevelopment. Per City Code Section 1007.015 (4): (e) The Planning and Zoning Board shall hold the public hearing and consider possible adverse effects of the proposed amendment. Its judgement shall be based upon, but not limited to, the following factors: 1. The proposed action is consistent with the official City Comprehensive Plan. The rezoning is consistent with the 2040 Comprehensive Plan. The land is guided commercial. GB, General Business is a business/commercial zoning district. 2. The proposed action is or will be compatible with present and future land uses of the area. The rezoning is compatible with the adjacent GB, General Business zoned parcels along Lake Drive. 3. The proposed action conforms with all performance standards contained herein. The proposed commercial development conforms with all performance standards with minor revisions as noted. 4. The proposed action can be accommodated with existing public services and will not overburden the city’s service capacity. The proposed commercial development can be accommodated with existing public services and will not overburden the city’s service capacity. 13 5. Traffic generation by the proposed action is within capabilities of streets serving the property as described in § 1007.020(4)(d) of this chapter. Traffic generated by the proposed commercial development is within the capabilities of the street serving the property. Preliminary Plat Per City Code Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision may be deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. Lino Retail 2.0 preliminary plat is consistent with the goals and policies of the comprehensive plan. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 14 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Lino Retail 2.0 preliminary plat is consistent with infill policies. The development is within the current Utility Staging Area 1A (2018-2025). The cost and timing of the expenditure of city funds are consistent with the city’s capital improvement plan. The cost, operation and maintenance of the utility system are consistent with the normal costs projected by the water and sanitary rate study. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. 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; 2. 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; 3. 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; 4. 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; 5. 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; 6. 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; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department 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; and 8. The city does not relinquish any rights of local determination. Lino Retail 2.0 preliminary plat meets the requirements for level of service (LOS). Intersections currently operate at an overall Level of Service (LOS) A. Build condition overall LOS will continue to operate at a level A. 15 The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the development is not considered premature. Existing roads and intersections providing access to the subdivision have the structural capacity to accommodate projected traffic from the proposed subdivision. No street improvements are proposed that are inconsistent with the City’s capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Lino Retail 2.0 preliminary plat will have an adequate water supply. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Lino Retail 2.0 preliminary plat will be served with an adequate waste disposal system. Conditional Use Permit and Site & Building Plan Review The property will be rezoned GB, General Business which allows for automobile repair- major and minor with an approved conditional use permit. The proposed fast oil change facility on Lot 1, Block 2, Lino Retail 2.0 (Building C) is considered an automobile repair- major and minor use. 16 Per City Code Section 1007.016(3): (e) The Planning and Zoning Board shall hold the public hearing and consider possible adverse effects of the proposed conditional use. Its judgement shall be based upon, but not limited to, the following factors: 1. The proposed development application has been found to be consistent with the design standards listed in § 1007.020(4). See below. 2. 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 automobile repair-major or minor will not involve activities detrimental to any person, property, or the general welfare. 3. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. The proposed automobile repair-major or minor will not result in the destruction of a natural, scenic, or historic feature of major importance. Per City Code Section 1007.020: (4) Performance Standards. Plans which fail to meet the following criteria shall not be approved. (a) The proposed development application must be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. The proposed automobile repair-major or minor is consistent with commercial land use. (b) The proposed development application is compatible with present and future land uses of the area. The proposed automobile repair-major or minor is compatible with present and future land uses of the area. (c) The proposed development application conforms to performance standards herein and other applicable City Codes. 17 The proposed automobile repair-major or minor conforms to City Code performance standards with minor revisions as noted in this staff report. (d) Traffic generated by a proposed development application is within the capabilities of the City when: 1. If the existing level of service (LOS) outside of the proposed development is A or B, traffic generated by a proposed development will not degrade the level of service more than one grade. 2. If the existing LOS outside of the proposed development is C, traffic generated by a proposed development will not degrade the level of service below C. 3. If the existing LOS outside of the proposed development is D, traffic generated by a proposed development will not degrade the level of service below D. 4. The existing LOS must be D or better for all streets and intersections providing access to the proposed development. If the existing level of service is E or F, the developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. 5. Existing roads and intersections providing access to the proposed development must have the structural capacity to accommodate projected traffic from the proposed development or the developer will pay to correct any structural deficiencies. 6. The traffic generated from a proposed development 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. 7. The LOS requirements in paragraphs 1. to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the proposed development 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. 18 The proposed automobile repair-major or minor meets Level of Service (LOS) requirements. is within the capabilities of the City. The existing roads and intersections providing access to the proposed development have the structural capacity to accommodate projected traffic from the proposed development. The traffic generated from a proposed development does not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. (e) The proposed development shall be served with adequate and safe water supply. The proposed automobile repair-major or minor will have an adequate and safe water supply. (f) The proposed development shall be served with an adequate or safe sanitary sewer system. The proposed automobile repair-major or minor will be served with an adequate waste disposal system. (g) The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. The proposed automobile repair-major or minor does not require City funds. (h) Fire prevention and fighting equipment acceptable to the Board of Fire Underwriters and City Council shall be readily available when any activity involving the handling or storage of flammable or explosive materials is carried on. The proposed automobile repair-major or minor will have fire prevention and fighting equipment readily available. Specific Conditional Use Permit (CUP) Requirements In addition to the above administrative requirements of a conditional use permit, the following specific performance standards of City Code Section 1007.132(8) must also be met: (a) Automobile repair-major and minor provided that: 1. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence. 19 The architectural appearance and functional plan of the building and site are not dissimilar to the existing and proposed commercial buildings in the area. 2. All repair work shall be conducted within the principal building. All repair work will be conducted within the principal building. 3. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust, or other particulate matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as amended. No painting or paint booths are proposed with the automobile. 4. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota regulations APC, as amended. The emission of odor will be in compliance with state regulations. 5. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. All flammable materials will conform with Minnesota Uniform Fire Code. 6. All outdoor storage shall be prohibited except the storage of customer vehicles waiting for repair. Outdoor storage is prohibited except for the storage of customer vehicles waiting for repair. Vacation (portion of 77th Street) The street vacation of the portion of 77th Street will be processed in a separate staff report. The City Council will hold the public hearing which is tentatively scheduled for November 12, 2024. RECOMMENDATION Staff recommends approval of the Lino Retail 2.0 preliminary plat subject to following conditions: 1. A Shared Driveway and Parking Access Agreement and exhibit shall be recorded detailing private maintenance responsibilities include the driveways, landscaped 20 parking lot medians, island landscaping, lighting, and other related appurtenances. 2. The existing houses, driveways, and structures located within the plat shall be removed and the ground properly restored within one (1) year of final plat approval. 3. All private septic systems shall be properly removed. 4. All private wells shall be properly capped. Staff recommends approval of the proposed commercial development, rezoning, conditional use permit, and site & building plan subject to the following conditions: 1. Separate sign permit applications are required for all permanent and temporary signage. 2. A comprehensive sign plan compliant with City Code Section 1010.006(11) for Building B shall be submitted. 3. Site Improvement Performance Agreements shall be executed. The following comments shall be addressed at the time of Lino Retail 2.0 final plat submittal: 1. All comments from the City Engineer memo dated October 2, 2024. 2. All comments from the Environmental Board and staff report. 3. All comments from Anoka County Transportation Division letter dated September 19, 2024. 4. All comments highlighted in red on the Site & Building Plan Review Worksheets. 5. A draft of the Shared Driveway and Parking Access Agreement shall be submitted. 6. Revision dates shall be included on all applicable plan sheets. 7. The lot lines on all plan sheets shall be clearly standout from other lines. 8. The building footprint square footage noted on all plan sheets, narrative, reports, etc. shall be consistent. 9. Trash and recycling enclosure details shall be provided. 10. Mechanical equipment screening shall be provided. 11. Certificate of Survey: a. The survey shows existing trees that do not exist. Please revise. b. Existing wells and septic systems shall be shown for all lots. 12. Preliminary Plat: a. The new road extension shall be labeled Marketplace Drive. 13. Sheet C102 and C103, Removals Plan (North and South): a. The existing houses, driveways, and structures within the plat shall be shown as removed. 14. Sheet C201, Site Plan (North): a. Sheet shall be titled Site Plan (Overall). 21 b. Buildings shall be labeled Building A, Building B, and Building C consistent with architectural plans. c. Building footprint square footage shall be included. d. There appear to be extra lines turned on. Please review and remove. e. Monument sign locations shall be shown. 15. Sheet C202, Site Plan (North): a. The Parking Information shall show how the number of parking spaces were calculated. See information in Site Plan Worksheets. b. Monument sign locations shall be shown. 16. Sheet C203, Site Plan (South): a. The parking lot/driveway exit setback along Marketplace Drive shall be 15ft b. The south lot line building setback shall be revised to 10ft. c. A minimum 5ft wide sidewalk shall be provided along Lake Drive adjacent to Lot 1, Block 2, Lino Retail 2.0 and provide access to the lot. d. The Parking Information shall show how the number of parking spaces were calculated. See information in Site Plan Worksheets. e. Monument sign locations shall be shown. 17. Sheet C302, Grading Plan (South): a. The building shall be labeled Building C. 18. Landscape Plan: a. A six (6) foot high maintenance free privacy fence shall be located along the west lot lines of all three (3) lots. 19. Page M of 1, Viking Electric Photometric Plan: a. The plan shall use the current proposed site plan. b. Lot lines shall be clearly shown for all lots. c. Foot candles shall meet city code performance standards. d. Measurements shall include any proposed drive-through boards and lighting. 20. Sheet A2, Proposed Building C Elevations: a. The sum of West Elevation Class I materials should be 75.5%. The following comments shall be addressed prior to issuance of any building permits within the plat: 1. Recorded copies of the following shall be submitted to the City: a. Final Plat b. Development Agreement c. Declaration of Maintenance of Stormwater Facilities d. Shared Driveway and Parking Access Agreement e. Conditional Use Permit Resolution 2. Copies of the following shall be submitted to the City: a. MPCA SSTS Abandonment Reporting Form for private septic system removal. 22 i. 7675 Lake Drive ii. 7681 Lake Drive iii. 7671 Lake Drive b. MDH Well and Boring Sealing Record for private well removal. i. 7675 Lake Drive ii. 7681 Lake Drive iii. 7671 Lake Drive ATTACHMENTS 1. Site Location & Aerial Map 2. Zoning Map 3. Applicant Narrative 4. Preliminary Plat 5. Civil Plan Set 6. Landscape Plans 7. Architectural Plans 8. City Engineer Memo dated October 2, 2024 9. Anoka County Highway Department Letter dated September 19, 2024 10. Site and Building Plan Review Worksheet-Building A 11. Site and Building Plan Review Worksheet-Building B 12. Site and Building Plan Review Worksheet-Building C 77th St 23 77th St Legend Address Labels Parcels October 2, 2024 ± Map Powered By Datafi 1 in = 200 Ft Lino Retail 2.0Attachment 1: Site Location & Aerial Map 77th St Marilyn DrApol l o DrCountry LnUnnamed12 23 Oak Ln 77th S t CaroleDrAp o llo D r35W 23 Legend Address Labels Parcels Zoning R - Rural R-1 - Single Family Residential R-1X - Single Family Executive R-4 - High Density Residential GB - General Business NB - Neighborhood Business PSP - Public Semi-Public PUD - Planned Unit Development October 2, 2024 ± Map Powered By Datafi 1 in = 400 Ft Zoning Map-Lino Retail 2.0Attachment 2: Zoning Map LINO RETAIL 2.0-NARRATIVE DESCRIPTION To: Katie A. Larsen, AICP-City Planner-Lino Lakes From: Mark Krogh, Java Lino Retail 2.0 LLC Date: 9/9/2024 Re: Lino Retail 2.0 Narrative Description Dear Katie, The following is a narrative description narrative a description of the proposed project and how it complies with the Marketplace Design Guidelines and what amendments to the guidelines we are requesting if any. Narrative Description: The Lino Retail 2.0 project will consist of a 7,200 square foot auto parts retail store, a 6,000 square retail strip center with a drive thru, the tenants for this center are to be determined, but they will be retail in nature and final a 1,800 square foot oil changing business. Our intent is to meet the Design Guidelines, and we believe we have done so without requesting any amendments to the guidelines. Site Plan: Attachment 3: Applicant Narrative CO CO W OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEN21°23'46"E 319.22N6 5 ° 0 0 ' 2 9 " W 2 8 8 . 6 9 R=5789.58Δ=2°27'30"L=248.41N89°26'22"W 0.78 R=5751.85Δ=4°14'21"L=425.56N25°06'31"E41.30N89°32'44"W 11.45 N6 4 ° 4 5 ' 4 2 " W 1 8 1 . 2 8 N6 4 ° 4 5 ' 4 2 " W 1 7 4 . 2 4 R = 2 9 0.0 0 Δ = 2 0°0 6'41" L=101.79 R = 2 1 0.0 0 Δ = 17°5 2'59" L=65.54 R=5761.85Δ=4°14'21"L=426.30N18°49'37"W29.68S71°53' 2 6 " W 23.85 S5 8 ° 0 7 ' 2 7 " E 2 9 5 . 8 6240.00188.5485.8814.1785.88219.15N25°06'31"E41.32Δ=1°42'16"L=171.40Δ=1°10'16"L=117.76Δ=1°21'49"L=137.14Δ=2°22'33"L=240.08Δ=0°04'57"L=8.33N31°52'33"E 428.54S5 8 ° 0 7 ' 2 7 " E 2 9 0 . 4 1 0 40'80' LINO LAKES 2.0 PRELIMINARY PLAT OF LEGAL DESCRIPTION: Lot 12 and 13, Block 2, Carole's Estates 2nd Addition, Anoka County, Minnesota. AND All that part of the Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4) of Section Eight (8), Township, Thirty-one (31), Range Twenty-two (22), Anoka County, Minnesota described as follows: Beginning at the Southeast corner of the Southeast Quarter of the Southwest Quarter (SE 1/4 of SW 1/4) of Section Eight (8), thence West on the South line thereof one hundred twenty-two and 88/100 (122.88) feet, thence North twenty degrees, thirty-eight minutes (20 degrees 38 minutes) East twelve hundred forty-one and three-tenths (1241.3) feet, to the point of beginning of the tract of land hereby to be described; thence continuing North twenty degrees, thirty-eight minutes (20 degrees 38 minutes) East, a distance of seventy-one (71) feet, thence Southeasterly to a point on the Westerly line of Trunk Highway No. 8 as same is now laid out and constructed, distance thirteen hundred twenty (1320) feet Northerly as measured on the Westerly line of said Trunk Highway No. 8, from the point of intersection with the South line of said Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4), thence Southeasterly along said Westerly line one hundred eight and six-tenths (108.6) feet; thence Westerly to the point of beginning. Now known as Lot Four (4), Auditor's Subdivision Number 134, according to the recorded plat thereof and situate in Anoka County, Minnesota. Excepting therefrom Parcel No; 18, Anoka County Highway Right-of-Way Plat No. 17. AND All that part of the Southwest Quarter of Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, described as follows: Beginning at the Southeast corner of the Southeast Quarter of Southwest Quarter of Section 8, thence West on the South line thereof 121.88 feet, thence North 20 degrees 38 minutes East 1312.3 feet to the point of beginning of the tract of land hereby to be described, thence continuing North 20 degrees 38 minutes East a distance of 105.9 feet, more or less, to the North line of said Southwest Quarter of Southeast Quarter, thence East along the North line thereof 369.4 feet, more or less, to the West line of Trunk Highway Number 8 as the same is now laid out and constructed, thence Southwesterly of the Westerly line of said Highway 146.3 feet, more or less, to a point distant 1320 feet Northerly as measured along the Westerly line of Highway from its intersection with the South line of said Southwest Quarter of Southeast Quarter, thence Northwesterly to point of beginning, subject to right of public over the North 33 feet thereof for road purposes, being now known as Lot 3, Auditor's Subdivision Number 134, Anoka County, Minnesota, together with streets and alleys adjacent thereto, vacated or to be vacated. AND, Lot Five (5), Auditor's Subdivision Number 134, Anoka County, Minnesota, excepting therefrom Parcel 19, Anoka County Highway Right-of-Way Plat No. 17. AND, Lot 6, Auditor's Subdivision No 134, excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 17, Anoka County, Minnesota. AND That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, bounded as follows: Lying north of Lot 3, AUDITOR'S SUBDIVIONS No. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter. AND That part of 77th Street lying in CAROLE'S 2ND ADDITION ESTATES, according to the recorded plat thereof, Anoka County, Minnesota, bounded as follows: Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S 2ND ADDITION ESTATES; lying south of the south line of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County. LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JONATHAN D. SCHUETTE, LS MINNESOTA LICENSE NO. 45352 TELEPHONE: (320) 762-1290 ENGINEER: DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER, PE MINNESOTA LICENSE NO. 56653 TELEPHONE: (320) 762-1290 LOT AREAS: LOT 1, BLOCK ONE 70,154 SQ. FT+/- OR 1.61 ACRES +/- LOT 2, BLOCK ONE 61,596 SQ. FT+/- OR 1.41 ACRES +/- LOT 1, BLOCK 2 57,613 SQ. FT+/- OR 1.32 ACRES +/- 77TH STREET RIGHT OF WAY 24,500 SQ. FT+/- OR 0.56 ACRES +/- LAKE DRIVE RIGHT OF WAY 4,645 SQ. FT+/- OR 0.11 ACRES +/- OWNERS: CITY OF LINO LAKES MICHAEL A. BROKER AND CATHLEEN J. BROKER HYLANDER, LLC, A MINNESOTA LIMITED LIABILITY COMPANY BEVERLY A. ARNDT = DENOTES COUNTY MONUMENT = DENOTES FOUND IRON MONUMENT = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 PRELIMINARY PLAT 1 of 1 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10923008 - LINO LAKES 2.0\CONSTRUCTS\SURVEY\V-PP-10923008.DWG #### 9/18/2024PREPARED FOR: 10923008 JAVA COMPANIES LINO LAKES, MN CWK JDS 45352 Jonathan D. Schuette 09/09/24 Surveyor's Note: 1. The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 240100013, 240100015, 240100016 and 240100017. 2. Subject property has 218,508 square feet (5.01 acres) more or less. 3. The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon an title commitments number 060658, 060657, 060661 and 060699 prepared by Servion Commercial Title with a preparation date of October 5, 2023. 4. Field survey was completed by Design Tree on 12/21/2023. 1 INCH = 40 FEET DEVELOPER: MARK KROGH 879 SCHEFFER AVE. ST. PAUL, MN 55102 JAVA COMPANIES, LLC ZONING: GB 20 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF CAROLE'S ESTATES 2ND ADDITION RIM:908.39 INV:889.28 RIM:910.86 INV W:886.83 INV NE:886.83 INV SE:886.78 INV:905.85 RIM:911.08 INV N:906.12 INV SW:906.15 RIM:912.19 INV NE:906.34 15" RCP15" RCP40' EASEMENT PERDOC. NO. 2172916.002OHE OHE UGT UGT FO FO UGE UGE GAS GAS l l X X LEGEND HYDRANT SANITARY MANHOLE STORM MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB COMMUNICATION PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER WELL SANITARY SEWER CLEANOUT WOOD FENCE CHAINLINK FENCE WIRE FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING LANDSCAPING BUILDING PLATTED & EXISTING LOT LINES EXISTING RIGHT OF WAY EASEMENT LINES CENTERLINE BOUNDARY LINE EDGE OF TREE LINE OR WOODS EDGE OF WETLAND APRON GAS METER HAND HOLE CO W WATER CURB STOP ELECTRIC MANHOLE FLAG POLE TRAFFIC SIGNAL BEEHIVE CATCH BASIN 20 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF CAROLE'S ESTATES 2ND ADDITION LOT 1 BLOCK ONE LOT 1 BLOCK TWO LOT 2 LAKE DRIVE77 T H S T R E E T ZONING: GB ZONING: GB ZONING: GB LAND USE: LOW DENSITY RESIDENTIAL, COMMERCIAL ZONING: NB ZONING: NB LAND USE: COMMERCIAL ZONING: NB ZONING: NB ZONING: NB ZONING: R1 LAND USE: LOW DENSITY RESIDENTIAL ZONING: R1 LAND USE: LOW DENSITY RESIDENTIAL ZONING: PUD LAND USE: PLANNED COMMERCIAL/RESIDENTIAL ZONING: R4 LAND USE: PLANNED COMMERCIAL/RESIDENTIAL LAKE DRIVENOTE: The proposed land use is consistent with the future land use designation identified in the 2040 comprehensive plan. Attachment 4: Preliminary Plat CO CO W OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl l ll l l l l l lllllllllTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN RJK JEA OHE LEGEND HYDRANT SANITARY MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE CHAINLINK FENCE WIRE FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING LANDSCAPING BUILDING UGT FO UGE GAS l W CO X 0'40'80' NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. EXISTING CONDITIONS C101LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E Attachment 5: Civil Plan Set CO CO OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl l l l l l l l l l l l lllllllllllTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN RJK JEA 0'30'60' NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 11. CITY SHALL RELOCATE EXISTING OVERHEAD UTILITIES. CONTRACTOR SHALL COORDINATE WITH CITY. REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVAL ITEM 2 CLEAR & GRUB WOODED AREA REMOVE EXISTING CURB AND GUTTER. COORDINATE WITH CITY TO AVOID REMOVE EXISTING CONCRETE REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BUILDING & ASSOCIATED ITEMS REMOVAL OF EXISTING CURB & GUTTER BY CITY REMOVE TREE REMOVAL OF SIGN BY CITY PROTECT FENCE RELOCATION OF UTILITY HAND HOLE (SEE NOTES) REMOVAL OF BITUMINOUS PAVEMENT BY CITY RELOCATION OF OVERHEAD UTILITIES (SEE NOTES) REMOVAL OF TREE BY CITY REMOVE SANITARY SEWER MANHOLE REMOVE SANITARY SEWER PIPE REMOVAL OF HYDRANT BY CITY REMOVE LIGHT POLE 3 4 5 KEY NOTES: 6 7 8 9 10 11 12 13 14 15 16 REMOVALS PLAN (NORTH) C102LAKE DRIVE (C.S.A.H. NO. 23)1 5 5 5 1 1 1 4 4 3 3 3 11 17 12 13 13 7 13 7 7 7 6 6 2 2 2 2 8 8 9 9 9 10 10 10 10 11111111 12 12 12 12 13 13 13 13 13 13 14 15 16 17 5 CO CO W OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl llll l l l l l l l l l l lllllllll lllTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN RJK JEA 0'20'40' NOTES: 1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3.SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4.SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 11.CITY SHALL RELOCATE EXISTING OVERHEAD UTILITIES. CONTRACTOR SHALL COORDINATE WITH CITY. REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVAL ITEM 2 CLEAR & GRUB WOODED AREA REMOVE EXISTING TREE REMOVE EXISTING CONCRETE REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BUILDING & ASSOCIATED ITEMS REMOVAL OF EXISTING CURB & GUTTER REMOVE TREE REMOVE & SALVAGE SIGN RELOCATION OF OVERHEAD UTILITIES (SEE NOTES) REMOVE FENCE REMOVAL OF TREE BY CITY 3 4 5 KEY NOTES: 6 7 8 9 10 11 REMOVALS PLAN (SOUTH) C103LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E 1 1 1 1 11 7 7 7 3 3 4 5 5 6 6 6 6 6 6 10 10 10 5 9 9 W OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl l ll l l l l l lllllllll908 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN NPK JEA SITE PLAN (NORTH) C2010'40'80'LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E BUILDING A CI T Y I N F I L T R A T I O N B A S I N CI T Y I N F I L T R A T I O N B A S I N IN F I L T R A T I O N B A S I N INFILTRATION BASINPROPERTY INFORMATION NORTH LOT AREA 70,154.8 SF (1.611 AC) NORTH LOT IMPERVIOUS AREA 33,256.9 SF (0.763 AC) NORTH LOT IMPERVIOUS COVERAGE 47.4% MIDDLE LOT AREA 61,595.8 SF (1.414 AC) MIDDLE LOT IMPERVIOUS AREA 36,769.0 (0.844 AC) MIDDLE LOT IMPERVIOUS COVERAGE 59.7% SOUTH LOT AREA 38,470.9 SF (0.883 AC) SOUTH LOT IMPERVIOUS AREA 22,287.3 (0.512 AC) SOUTH LOT IMPERVIOUS COVERAGE 57.9% OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHETHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN NPK JEA PARKING INFORMATION BUILDING A - PARKING STALLS 38 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 40 STALLS BUILDING B - PARKING STALLS 39 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 41 STALLS PROPERTY INFORMATION DEVELOPMENT AREA 3.03 AC EXISTING IMPERVIOUS AREA 0.28 AC PROPOSED IMPERVIOUS AREA 1.607 AC DISTURBED AREA 2.76 ±AC PROPOSED SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE TRAFFIC CONTROL SIGNAGE PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL 0'30'60' NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3.ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 5.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8.CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 9.CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 RIBBON CURB B612 CURB AND GUTTER CURB TRANSITION PARKING STRIPING CURB STOP ACCESSIBLE PARKING MARKINGS TRASH ENCLOSURE 3 4 5 KEY NOTES: 6 7 SITE PLAN (NORTH) C202LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E 24 . 0 0 36.0030 . 0 0 R5.00 R5.00R5.00 R5.00R15.00 R5.00R15.00R5.00R5.00R15.00 R15.00R5 . 0 8R5.08 R5.08 R6.58 R6 . 5 8 R5 . 0 8 R5 . 0 8 R5.08 R10.00 R15.00R25.00R25.00 R18.00R25.00R25.00 R18.00 9. 0 0 (T Y P . ) 8. 0 0 8. 0 0 8. 0 0 9. 0 0 (T Y P . )20.00(TYP.)30.0030 . 0 0 19 . 0 0 (T Y P . ) 18 . 0 0 (T Y P . )9.00(TYP.)6.005. 0 0 30.0019.00(TYP.)20 . 0 0 (T Y P . ) 18 . 0 0 (T Y P . ) 18 . 0 0 (T Y P . ) 20 . 0 0 (T Y P . )9.00(TYP.)12. 0 024.0024 . 0 0 24.0012.0011 . 3 3 2 3 2 1 3 2 2 2 1 2 3 2 3 2 2 2 2 2 2 2 2 2 3 2 1 3 3 4 4 5 5 5 4 6 BUILDING A BUILDING B 7 7 6 6 R30.0015.00PARKINGSETBACK30.00BUILDINGSETBACK10 . 0 0 PA R K I N G SE T B A C K 35 . 0 0 BU I L D I N G SE T B A C K 15. 0 0 PA R K I N G SE T B A C K 40. 0 0 PA R K I N G SE T B A C K CI T Y I N F I L T R A T I O N B A S I N CI T Y I N F I L T R A T I O N B A S I N IN F I L T R A T I O N B A S I N W OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEll lll l l l l l l l l l l l llllllll lllTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN NPK JEA PARKING INFORMATION PARKING STALLS 8 STALLS ACCESSIBLE STALLS 1 STALLS TOTAL STALLS 9 STALLS PROPERTY INFORMATION TOTAL PROPERTY AREA 0.88 AC DISTURBED AREA 0.85 ±AC EXISTING IMPERVIOUS AREA 0.06 AC PROPOSED IMPERVIOUS AREA 0.512 AC PROPOSED SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE TRAFFIC CONTROL SIGNAGE PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL 0'20'40' NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3.ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 5.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8.CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 9.CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 D4 MOUNTABLE CURB AND GUTTER B612 CURB AND GUTTER CURB TRANSITION RIBBON CURB CONCRETE VALLEY GUTTER ACCESSIBLE PARKING MARKINGS PARKING STRIPING TRASH ENCLOSURE ACCESSIBLE PARKING SIGNAGE 3 4 5 KEY NOTES: 6 7 8 9 SITE PLAN (SOUTH) C203LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V ER25.00R25.00 R15.00 R15.00R20.00R14 . 5 8 R14 . 5 8 R 5 . 0 0 R15.00 R5.00 R20.00R30. 0 0 R5.0 034.3426.0024.0018.0024.0024.0 0 29.1713.679.00(TYP.)18. 0 0 (TY P . )9.0043.3426.0010.6716. 0 310.671 1 2 2 3 3 3 3 2 2 2 2 2 2 5 4 2 2 3 7 8 6 6 9 10.00PARKINGSETBACK15. 0 0 PA R K I N G SE T B A C K10.00PARKINGSETBACK10.0 0 PAR K I N G SET B A C K 30.0 0 BUI L D I N G SET B A C K 30.00BUILDINGSETBACK40. 0 0 BUI L D I N G SET B A C K30.00BUILDINGSETBACKINFILTRATION BASIN OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl l l l l l l l l l l l lllllllllll908 909.86 909.36 910.00 910.00 909.00 908.80 906.62 906.00 907.50 906.60 906.45 906.32 906.83906.53 906.82 907.09 906.92 906.72 906.56 906.00 907.76 909.99 906.52 907.70 907.45 908.14 908.80 908.80 908.86 907.23 907.70 907.61 907.00 907.31 908.00 907.00 906.30 906.50 908.50 908.25 906.99 907.17 906.90 907.07 906.98 907.24 907.07 906.57 909.36 906.10 906.06 909.57 909.86 909.86 909.00 908.80 909.00 908.39 908.55 909.00 909.06 908.96 907.75 909.98 909.03 908.52 908.07 906.34 90 5 90 6 90 7 90 8 90690590490690590690490590690 5 90 6 90 7 90 8 909908 907907 908 908908907907907 9079079 0 8 9 0 9 90990 8 90 7 90 6 90 5 91090990 8 907 909910908 90 5 90 2 90 3 90 4 90 6 90 7 90 8 909.57 909.23 908.39 909.36909.86 909.36909.85 908.00908.65 909.00 909.16 >lll>>>>llll>>llTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN NPK JEA GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* = PROPOSED SPOT ELEVATION* = PROPOSED SURFACE FLOW DIRECTION *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. 100 0'30'60' NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. XX.XX 1 2 MATCH INTO EXISTING BITUMINOUS PAVEMENT MATCH INTO EXISTING CURB & GUTTER MATCH INTO LIP OF EXISTING CURB & GUTTER GRADE BREAK 3 4 KEY NOTES: GRADING PLAN (NORTH) C301LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E 1 2 2 CI T Y I N F I L T R A T I O N B A S I N CI T Y I N F I L T R A T I O N B A S I N IN F I L T R A T I O N B A S I N BUILDING A FFE = 909.00 BUILDING B FFE = 910.00 W OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl l ll l l l l l l l l l l l l llllllll lll908 910.97 910.80 911.42 910.90 911.79 912.15 912.31 912.41 912.50 912.02 912.50 911.91 912.32 911.47 911.16 911.52 911.50 911.76 911.29 911.08 910.68 909.97 910.31 912.50 912.50 912.41 911.97 912.82 911.91 911.47 911.08 912.55 912.53 911.49 910.73 911.00 912.03 912912911910909908907906910911912 911 911 911912 912 91 2910 912.50911912911 >l>>>>>>>llllllll>>>lllTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN NPK JEA GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* = PROPOSED SPOT ELEVATION* = PROPOSED SURFACE FLOW DIRECTION *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. 100 0'20'40' NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. XX.XX 1 2 MATCH INTO EXISTING BITUMINOUS PAVEMENT GRADE BREAK MATCH INTO EXISTING CURB & GUTTER 4' CURB CUT 3 KEY NOTES: GRADING PLAN (SOUTH) C302LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E 1 3 3 4 4 4 INFILTRATION BASINBUILDING A FFE = 912.50 N21°23'46"E 319.22R=5789.58Δ=2°27'30"L=248.41N89°26'22"W 0.78 R=5751.85Δ=4°14'21"L=425.56N89°32'44"W 11.45 l l l l l l l l l l l l lllllllllll>lll>>>>llll>>llTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN RJK JEA = HYDRANT = CURB STOP = GATE VALVE = SANITARY MANHOLE = CLEANOUT = STORM MANHOLE = CATCH BASIN = CULVERT APRON = WATER LINE = SANITARY LINE = STORM LINE PROPOSED UTILITY LEGEND l>0'30'60' NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5.SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 8.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. 10.SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 12.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 15.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 16.OVER EXCAVATE INFILTRATION BASIN AREAS BY 3-FT. DOCUMENT PRESENCE OF GROUNDWATER. DOCUMENT SOIL CONDITIONS. 17.CONTRACTOR SHALL PERFORM A DOUBLE-RING INFILTROMETER TEST AT BOTTOM ELEVATION OF STORMWATER BASIN AND VERIFY DESIGN INFILTRATION RATE OF 1.63 IN/HR. UTILITY PLAN (NORTH) C401LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E CURB CUT AND RAIN GUARDIAN OUTLET CONTROL STRUCTURE (OCS-1) RIM:906.00 INV OUT:904.50 4" ORIFICE INV:904.50 TOP WEIR:905.25 36 LF - 12" RCP @ 1.00% 12" RCP FES INV: 904.16 CATCH BASIN-1 RIM:907.75 INV:904.75 CATCH BASIN-2 RIM:908.00 INV:904.21 SUMP:901.21 108 LF - 12" SCH 40 PVC @ 0.50% 80 LF - 12" PERFORATED HDPE @ 0.50% CATCH BASIN-3 RIM:906.10 INV:903.10 CATCH BASIN-3 RIM:906.00 INV:903.06 CATCH BASIN-4 RIM:906.00 INV:902.94 CATCH BASIN-5 RIM:906.00 INV:902.90 SUMP:899.90 8 LF - 12" PERFORATED HDPE @ 0.50% 8 LF - 12" PERFORATED HDPE @ 0.50% 25 LF - 12" PERFORATED HDPE @ 0.50% 94 LF - 12" PERFORATED HDPE @ 0.50% CATCH BASIN-6 RIM:906.30 INV:903.04 CATCH BASIN-7 RIM:906.00 INV:903.00 CATCH BASIN-8 RIM:906.50 INV:902.71 CATCH BASIN-9 RIM:906.57 INV:902.67 SUMP:899.67 8 LF - 12" PERFORATED HDPE @ 0.50% 58 LF - 12" PERFORATED HDPE @ 0.50% 110 LF - 12" PERFORATED HDPE @ 0.50% 8 LF - 12" PERFORATED HDPE @ 0.50% INFILTRATION BASIN BMP SUMMARY TABLE PROPOSED PROJECT AREA: 2.73 AC SITE INFILTRATION RATE: 1.63 IN/HR EXISTING IMPERVIOUS AREA: 0.28 AC INFILTRATION RATE BASED ON WEBSOIL SURVEY, PRIOR OBSERVATIONS, AND MPCA INFILTRATION VALUES PROPOSED IMPERVIOUS AREA: 1.62 AC REDEVELOPED IMPERVIOUS AREA: 1.62 AC TIME OF INFILTRATION: 42.0 HOURS REQUIRED VOLUME REDUCTION: 70,567sf * 1.1/12ft= 6,469 CF 100-YR HWL: 906.27 INFILTRATION SYSTEM VOLUME REDUCTION PROVIDED BELOW OUTLET: 11,335 CF GROUNDWATER ELEVATION: GROUNDWATER NOT ANTICIPATED CI T Y I N F I L T R A T I O N B A S I N CI T Y I N F I L T R A T I O N B A S I N IN F I L T R A T I O N B A S I N CONNECT TO EXISTING SANITARY SEWER SERVICE (FIELD VERIFY SIZE, DEPTH, AND LOCATION) RISER PIPE 46 LF - 6" PVC C900 COMBINED FIRE AND WATER SERVICE @ 8' MIN. BURY 6" WET TAP TO EXISTING WATERMAIN (FIELD VERIFY SIZE, DEPTH, & LOCATION) 6" GATE VALVE 37 LF - SCH 40 PVC @2.00% 4" CLEAN OUT SANITARY SEWER CONNECTION INV:905.00 (COORDINATE SIZE, LOCATION AND ELEVATION WITH PLUMBING ENGINEER) CONNECT TO EXISTING SANITARY SEWER SERVICE (FIELD VERIFY SIZE, DEPTH, AND LOCATION) RISER PIPE 80 LF - 6" PVC C900 COMBINED FIRE AND WATER SERVICE @ 8' MIN. BURY 6" WET TAP TO EXISTING WATERMAIN (FIELD VERIFY SIZE, DEPTH, & LOCATION) 6" GATE VALVE 68 LF - SCH 40 PVC @2.00% 4" CLEAN OUT SANITARY SEWER CONNECTION INV:904.00 (COORDINATE SIZE, LOCATION AND ELEVATION WITH PLUMBING ENGINEER) W l ll ll l l l l l l l l l l l llllllll lll908 >l>>>>>>>llllllll>>>lllTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: PRINTED NAME:MICHAEL J. GERBER 5665309/04/2024 10923008 LINO LAKES 2.0 LINO LAKES, MN RJK JEA = HYDRANT = CURB STOP = GATE VALVE = SANITARY MANHOLE = CLEANOUT = STORM MANHOLE = CATCH BASIN = CULVERT APRON = WATER LINE = SANITARY LINE = STORM LINE PROPOSED UTILITY LEGEND l>0'20'40' NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5.SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 8.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. 10.SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 12.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 15.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 16.OVER EXCAVATE INFILTRATION BASIN AREAS BY 3-FT. DOCUMENT PRESENCE OF GROUNDWATER. DOCUMENT SOIL CONDITIONS. 17.CONTRACTOR SHALL PERFORM A DOUBLE-RING INFILTROMETER TEST AT BOTTOM ELEVATION OF STORMWATER BASIN AND VERIFY DESIGN INFILTRATION RATE OF 1.63 IN/HR. UTILITY PLAN (SOUTH) C402LAKE DRIVE (C.S.A.H. NO. 23)MA R K E T P L A C E D R I V E CATCH BASIN-10 RIM:910.80 INV:907.80 78 LF - 12" PERFORATED HDPE @ 0.50% CATCH BASIN-11 RIM:910.97 INV:907.44 80 LF - 12" PERFORATED HDPE @ 0.50% MANHOLE-12 RIM:911.00 INV E: 907.04 INV W: 907.04 INV N: 908.04 SUMP: 904.04 134 LF - 12" PERFORATED HDPE @ 0.50% 150 LF - SCH 40 PVC @ 0.50% CATCH BASIN-13 RIM:910.90 INV:907.90 EOF: 910.00 @ TOP OF CURB 4" CLEAN OUT 105 LF - 4" SCH 40 PVC @ 2.00% MIN. CONNECT TO EXISTING SANITARY SEWER (FIELD VERIFY SIZE, DEPTH, AND LOCATION) 92 LF - 6" PVC C900 COMBINED FIRE AND WATER SERVICE @ 8' MIN. BURY CONNECT TO EXISTING WATERMAIN (FIELD VERIFY SIZE, DEPTH, & LOCATION)INFILTRATION BASININFILTRATION BASIN BMP SUMMARY TABLE PROPOSED DEVELOPMENT AREA: 0.858 AC SITE INFILTRATION RATE: 1.63 IN/HR EXISTING IMPERVIOUS AREA: 0.06 AC INFILTRATION RATE BASED ON WEBSOIL SURVEY, PRIOR OBSERVATIONS, AND MPCA INFILTRATION VALUES PROPOSED IMPERVIOUS AREA: 0.513 AC REDEVELOPED IMPERVIOUS AREA: 0.513 AC TIME OF INFILTRATION:34.0 HOURS REQUIRED VOLUME REDUCTION: 22,337 SF x 1.1" = 2,047 CF 100-YR HWL: 910.13 INFILTRATION SYSTEM VOLUME REDUCTION PROVIDED BELOW OUTLET: 11,335 CF GROUNDWATER ELEVATION: GROUNDWATER NOT ANTICIPATED 6" GATE VALVE (2) 6" 45° BENDS (2) 4" 45° BENDS 4" CLEANOUT l l>>lllllllll l l l l l l l l l C O CO WOHEOHEOHEOHEOHEOHEOHEOHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHESEED SODSODSODSODSODSEEDSEEDSEED4' SOD STRIP4' SOD STRIP4' SOD STRIP4' SOD STRIPSODSODSODSEEDSEEDSODSODSODSODSODSODSODSODSOD3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH3" ROCK MULCHSODSODSODSODSODSOD4' SOD STRIP4' SOD STRIP3" ROCK MULCH3" ROCK MULCHSEEDSEEDSEEDSODSODSEEDSEED4' SOD STRIP4' SOD STRIPSODSODSODSODSOD3" ROCK MULCH3" ROCK MULCHSODSOD3" ROCK MULCHCH2.5" CAL. B&B 50'H x 50'WCOMMON HACKBERRYCeltis occidentalisEVERGREEN TREESALB&B 40'H x 15'WAMERICAN LARCHLarix laricinaSSB&B 25'H x 10'WSWISS STONE ALGONQUIN PILLARPinus cembra 'Algonquin Pillar'SFB&B 12'H x 8'WKOREAN SILVER SHOW FIRAbies koreana 'Silver Show'6' HT4' HT18" HT661111SHRUBSNV#5 CONT. POT 20'H x 10'W27NANNYBERRY VIBURNUMViburnum lentago1,204 SYMNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (ORAPPROVED ALTERNATE).5,857 SYMNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (ORAPPROVED ALTERNATE).731 SYMNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVEDALTERNATE).RSPOT 6'H x 6'W17REGENT SERVICEBERRYAmelanchier alnifolia 'Regent'CVPOT 6'H x 6'W17COMPACT AMERICAN VIBURNUMViburnum trilobum 'Bailey Compact'AFPOT4'H x 4'W38ARCTIC FIRE DOGWOODCornus stolonifera 'Farrow'GLPOT2'H x 8'W6GRO-LOW FRAGRANT SUMACRhus aromatica 'Gro-Low'KF#1 CONT. POT4'H x 2.5'W89KARL FORESTER FEATHER REED GRASSCalamagrotis x acutiflora 'Karl Forester'NS#1 CONT. POT4'H x 2.5'W64NORTHWIND SWITCH GRASSPanicum virgatum 'Northwind'ORNAMENTAL GRASSESPERENNIALS#5 CONT.#2 CONT.#2 CONT.#2 CONT.LLPOT5'H x 5'W12LITTLE LIME HYDRANGEAHydrangea paniculata 'Jane'#3 CONT.RSPOT 4'H x 3'W14RUSSIAN SAGESalvia yangii#1 CONT.SOD - 4,036 SYEDGING - 1,240 LFROCK MULCH - 33 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 13.5 CYTE#2 CONT. POT 8'H x 8'W25TIGER EYES CUTLEAF STAGHORN SUMACRhus typhina 'Bailtiger'HC2.5" CAL. B&B 55'H x 50'WHORSE CHESTNUTAesculus hippocastanum4BH#2 CONT. POT 3'H x 3'W41DWARF BUSH HONEYSUCKLEDiervilla loniceraSEEDDECIDUOUS TREESMASTER LANDSCAPE PLANT LEGENDORNAMENTAL TREESPP1.5" CAL. B&B 40'H x 7'WPARKLAND PILLAR BIRCHBetula platyphylla 'Jefpark'6BO2.5" CAL. B&B 60'H x 60'W3BUR OAKQuercus macrocarpaWO2.5" CAL. B&B 60'H x 60'WWHITE OAKQuercus albaSY2.5" CAL. B&B 60'H x 45'WEXCLAMATION! SYCAMOREPlatanus x acerifolia 'Morton Circle'48BL2.5" CAL. B&B 50'H x 25'WBOULEVARD LINDENTilia americana 'Boulevard'7AG2.5" CAL. B&B 50'H x 30'WAUTUMN GOLD GINKGOGinkgo biloba 'Autumn Gold'8SK2.5" CAL. B&B 45'H x 20'WSTREETKEEPER HONEYLOCUSTGleditsia tricanthos 'Draves'6UP2" CAL. B&B 55'H x 25'W5URBAN PINNACLE BUR OAKQuercus macrocarpa 'JFS-KW3'PROJECT NAMESHEET NUMBERSHEET TITLE08-02-2024SUBMITTALDate:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559708-02-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOG77TH & LAKELINO LAKES, MNI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLER06-30-2026Expiration:SCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADELANDSCAPE NOTES:·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY.·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITHOTHERS ON SITE.·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND BE FREE OF DISEASE AND DAMAGE.··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION ANDACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT.··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER.·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPAREDTO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE.·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESSOTHERWISE SPECIFIED ON PLANS.··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS ANDWEEDS.··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY.··NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION.··STAKE SOD ON SLOPES 3:1 AND GREATER.·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALLOTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE.·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN.·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4"DEPTH.··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES.··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK.··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS.·ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITHAPPROVED WEED FABRIC BARRIER.·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETEAND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THEMUNICIPALITY.MASTERPLANL101Know what'sbelow.before you dig.CallRN0SCALE: 1"=40'402080NOT FORCONSTRUCTIONIRRIGATION NOTES:·IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD ANDPLANTINGS.··MINIMIZE OVERSPRAY ON BUILDINGS AND PAVEMENT.··DRIP IRRIGATION TO BE PROVIDED FOR ALL LANDSCAPE BEDS.·CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICAL PLANS FOR WATER STUB OUT ANDELECTRICAL LOCATIONS.··CONTRACTOR TO VERIFY WATER STUB OUT SIZE IS SUFFICIENT, NOTIFY OWNER OF ANYDEFICIENCY.··CONTRACTOR TO VERIFY CONTROLLER LOCATION WITH OWNER BEFORE INSTALLATION.··RPZ BACKFLOW PREVENTER TO BE USED AT WATER STUB OUT.··PREFERRED CONTROLLER SHOULD BE A WATERSENSE WEATHER BASED IRRIGATIONCONTROLLER (WBIC).·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR IN ORDER TO PROVIDE ALL PVCSLEEVES AT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARK LOCATIONS OF PLACED PVCSLEEVES.·CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6" BELOW FINISH GRADE, LATERAL LINESMINIMUM 1'-0' BELOW FINISH GRADE.·WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICE ONLY AT BOXES WITH MOISTURE RATEDCONNECTORS.·VALVES BOXES AND COVERS SHOULD BE BEST COLOR TO MATCH WITH SURROUNDINGLANDSCAPE.··BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH 3/4" CLEAR GRAVEL.··PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE.·TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS AND ROCKS.·CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TO OWNERS UPON COMPLETION OF WORK.SEED NOTES:·SPRING SEEDING TO BE BETWEEN MARCH 15TH - MAY 15TH.·FALL SEEDING TO BE BETWEEN AUGUST 15TH - OCTOBER 15TH.··NO SUMMER SEEDING ALLOWED.·PROVIDE EROSION CONTROL BLANKET ON ALL SIDE SLOPES.Attachment 6: Landscape Plans >>lll>ll l l ll l l l l l l l l l lNV (3)WO (4)NV (3)TE (6)RS (7)SS (3)TE (4)SF (3)AL (3)NV (3)UP (5)SY (4)CV (10)CH (2)SK (3)BH (9)RS (6)KF (10)KF (22)AF (10)AG (3)OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHESEEDSEEDSODSODSEEDSEED4' SOD STRIP4' SOD STRIPSODSODSODSODSOD3" ROCK MULCH3" ROCK MULCHSODSOD3" ROCK MULCHDECIDUOUS TREESLANDSCAPE PLANT LEGEND (NORTH)CH2.5" CAL. B&B 50'H x 50'WCOMMON HACKBERRYCeltis occidentalis2WO2.5" CAL. B&B 60'H x 60'WWHITE OAKQuercus albaSY2.5" CAL. B&B 60'H x 45'WEXCLAMATION! SYCAMOREPlatanus x acerifolia 'Morton Circle'44AG2.5" CAL. B&B 50'H x 30'WAUTUMN GOLD GINKGOGinkgo biloba 'Autumn Gold'3SK2.5" CAL. B&B 45'H x 20'WSTREETKEEPER HONEYLOCUSTGleditsia tricanthos 'Draves'3UP2" CAL. B&B 55'H x 25'W5URBAN PINNACLE BUR OAKQuercus macrocarpa 'JFS-KW3'EVERGREEN TREESALB&B 40'H x 15'WAMERICAN LARCHLarix laricinaSSB&B 25'H x 10'WSWISS STONE ALGONQUIN PILLARPinus cembra 'Algonquin Pillar'SFB&B 12'H x 8'WKOREAN SILVER SHOW FIRAbies koreana 'Silver Show'6' HT4' HT18" HT333SHRUBSNV#5 CONT. POT 20'H x 10'W9NANNYBERRY VIBURNUMViburnum lentagoRSPOT 6'H x 6'W7REGENT SERVICEBERRYAmelanchier alnifolia 'Regent'CVPOT 6'H x 6'W10COMPACT AMERICAN VIBURNUMViburnum trilobum 'Bailey Compact'AFPOT4'H x 4'W10ARCTIC FIRE DOGWOODCornus stolonifera 'Farrow'#5 CONT.#2 CONT.#2 CONT.TE#2 CONT. POT 8'H x 8'W10TIGER EYES CUTLEAF STAGHORN SUMACRhus typhina 'Bailtiger'BH#2 CONT. POT 3'H x 3'W9DWARF BUSH HONEYSUCKLEDiervilla lonicera305 SYMNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (ORAPPROVED ALTERNATE).2,067 SYMNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (ORAPPROVED ALTERNATE).234 SYMNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVEDALTERNATE).KF#1 CONT. POT4'H x 2.5'W32KARL FORESTER FEATHER REED GRASSCalamagrotis x acutiflora 'Karl Forester'ORNAMENTAL GRASSESPERENNIALSRSPOT 4'H x 3'W6RUSSIAN SAGESalvia yangii#1 CONT.SOD - 1,175 SYEDGING - 320 LFROCK MULCH - 8 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CYSEEDPROJECT NAMESHEET NUMBERSHEET TITLE08-02-2024SUBMITTALDate:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559708-02-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOG77TH & LAKELINO LAKES, MNI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLER06-30-2026Expiration:SCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADELANDSCAPEPLANL102Know what'sbelow.before you dig.CallRLANDSCAPE REQUIREMENTS·CANOPY COVER SF REQUIRED = 40% OF VEHICULARHARDSCAPE SF··26,826 SF VEHICULAR SF = 10,730 SF OF CANOPYCOVER REQUIRED··10,800 SF CANOPY COVER PROVIDED·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGESHRUBS PER 100 LF OF STREET FACING FOUNDATION··87 LF STREET FACING FOUNDATION = 2 LARGE TREES &6 LARGE SHRUBS REQUIRED··2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGESHRUBS PER 2,000 SF OPEN SPACE··31,323 SF OPEN SPACE = 16 LARGE TREES & 46 LARGESHRUBS REQUIRED··18 LARGE TREES PROVIDED & 42 LARGE 10 MEDIUMSHRUBS PROVIDED (SMALL CONIFEROUS TREESSUBSTITUTED AS SHRUBS)·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFERBETWEEN PUBLIC ROW··1 LARGE TREE FOR EVERY 50 FT OF BUFFER··70 LF OF BUFFER = 2 TREES REQUIRED··2 TREES PROVIDED & BUFFER·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESSINTENSIVE USE PARCEL··1 LARGE TREE FOR EVERY 50 FT OF BUFFER··220 LF OF BUFFER = 5 LARGE TREES REQUIRED··7 LARGE TREES PROVIDED & BUFFERNOT FORCONSTRUCTION0SCALE: 1"=20'201040N l l l l l>>>>lllllllllllllll l l l l l l lllll l l l lHC (2)AL (3)HC (1)RS (4)SF (5)CV (4)TE (5)SS (3)CV (3)HC (1)RS (6)GL (3)GL (3)SY (4)BL (2)BL (2)SK (3)BH (4)RS (4)KF (15)LL (12)NS (14)PP (3)PP (3)BH (6)CH (4)KF (21)AF (10)BH (10)NS (20)C O C O OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SEEDSEEDSODSODSODSODSODSODSODSODSOD3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH3" ROCK MULCHSODSODSODSODSODSOD4' SOD STRIP4' SOD STRIPSEEDDECIDUOUS TREESLANDSCAPE PLANT LEGEND (MIDDLE)CH2.5" CAL. B&B 50'H x 50'WCOMMON HACKBERRYCeltis occidentalis4HC2.5" CAL. B&B 55'H x 50'WHORSE CHESTNUTAesculus hippocastanum4SY2.5" CAL. B&B 60'H x 45'WEXCLAMATION! SYCAMOREPlatanus x acerifolia 'Morton Circle'4BL2.5" CAL. B&B 50'H x 25'WBOULEVARD LINDENTilia americana 'Boulevard'4SK2.5" CAL. B&B 45'H x 20'WSTREETKEEPER HONEYLOCUSTGleditsia tricanthos 'Draves'3EVERGREEN TREESALB&B 40'H x 15'WAMERICAN LARCHLarix laricinaSSB&B 25'H x 10'WSWISS STONE ALGONQUIN PILLARPinus cembra 'Algonquin Pillar'SFB&B 12'H x 8'WKOREAN SILVER SHOW FIRAbies koreana 'Silver Show'6' HT4' HT18" HT335SHRUBS761 SYMNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (ORAPPROVED ALTERNATE).1,289 SYMNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (ORAPPROVED ALTERNATE).424 SYMNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVEDALTERNATE).RSPOT 6'H x 6'W10REGENT SERVICEBERRYAmelanchier alnifolia 'Regent'CVPOT 6'H x 6'W7COMPACT AMERICAN VIBURNUMViburnum trilobum 'Bailey Compact'AFPOT4'H x 4'W10ARCTIC FIRE DOGWOODCornus stolonifera 'Farrow'GLPOT2'H x 8'W6GRO-LOW FRAGRANT SUMACRhus aromatica 'Gro-Low'KF#1 CONT. POT4'H x 2.5'W36KARL FORESTER FEATHER REED GRASSCalamagrotis x acutiflora 'Karl Forester'NS#1 CONT. POT4'H x 2.5'W34NORTHWIND SWITCH GRASSPanicum virgatum 'Northwind'ORNAMENTAL GRASSES#5 CONT.#2 CONT.#2 CONT.#2 CONT.LLPOT5'H x 5'W12LITTLE LIME HYDRANGEAHydrangea paniculata 'Jane'#3 CONT.SOD - 1,618 SYEDGING - 480 LFROCK MULCH - 16 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CYTE#2 CONT. POT 8'H x 8'W6TIGER EYES CUTLEAF STAGHORN SUMACRhus typhina 'Bailtiger'BH#2 CONT. POT 3'H x 3'W20DWARF BUSH HONEYSUCKLEDiervilla loniceraSEEDORNAMENTAL TREESPP1.5" CAL. B&B 40'H x 7'WPARKLAND PILLAR BIRCHBetula platyphylla 'Jefpark'6PROJECT NAMESHEET NUMBERSHEET TITLE08-02-2024SUBMITTALDate:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559708-02-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOG77TH & LAKELINO LAKES, MNI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLER06-30-2026Expiration:LANDSCAPEPLANL103NOT FORCONSTRUCTIONLANDSCAPE REQUIREMENTS·CANOPY COVER SF REQUIRED = 40% OF VEHICULARHARDSCAPE SF··27,042 SF VEHICULAR SF = 10,817 SF OF CANOPYCOVER REQUIRED··12,200 SF CANOPY COVER PROVIDED·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGESHRUBS PER 100 LF OF STREET FACING FOUNDATION··170 LF STREET FACING FOUNDATION = 4 LARGE TREES& 11 LARGE SHRUBS REQUIRED··6 MEDIUM TREES & 22 MEDIUM SHRUBS PROVIDED·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGESHRUBS PER 2,000 SF OPEN SPACE··30,548 SF OPEN SPACE = 15 LARGE TREES & 46 LARGESHRUBS REQUIRED18 LARGE TREES PROVIDED & 30 LARGE & 26 MEDIUMSHRUBS PROVIDED (SMALL CONIFEROUS TREESSUBSTITUTED AS SHRUBS)·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFERBETWEEN PUBLIC ROW··1 LARGE TREE FOR EVERY 50 FT OF BUFFER··125 LF OF BUFFER = 3 TREES REQUIRED··4 TREES PROVIDED & BUFFER·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESSINTENSIVE USE PARCEL··1 LARGE TREE FOR EVERY 50 FT OF BUFFER··311 LF OF BUFFER = 7 LARGE TREES REQUIRED··7 LARGE TREES PROVIDED & BUFFERSCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADEKnow what'sbelow.before you dig.CallR0SCALE: 1"=20'201040N l l l l l>>>lllllllllllllllllBL (3)NV (3)TE (3)NV (5)TE (3)NV (3)SF (3)NV (2)SS (3)NV (3)SS (2)NV (2)TE (3)AJ (9)KF (5)KF (16)AF (18)AG (5)BO (3)RS (8)BH (12)BH (12)C O WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHESEED SODSODSODSODSODSEEDSEEDSEED4' SOD STRIP4' SOD STRIP4' SOD STRIP4' SOD STRIPSODSODSOD3" ROCK MULCH3" ROCK MULCHDECIDUOUS TREESLANDSCAPE PLANT LEGEND (SOUTH)BL2.5" CAL. B&B 50'H x 25'WBOULEVARD LINDENTilia americana 'Boulevard'3AG2.5" CAL. B&B 50'H x 30'WAUTUMN GOLD GINKGOGinkgo biloba 'Autumn Gold'5BO2.5" CAL. B&B 60'H x 60'W3BUR OAKQuercus macrocarpaEVERGREEN TREESSSB&B 25'H x 10'WSWISS STONE ALGONQUIN PILLARPinus cembra 'Algonquin Pillar'SFB&B 12'H x 8'WKOREAN SILVER SHOW FIRAbies koreana 'Silver Show'4' HT18" HT53SHRUBSNV#5 CONT. POT 20'H x 10'W18NANNYBERRY VIBURNUMViburnum lentagoAJPOT5'H x 4'W9AMBER JUBILEE NINEBARKPhysocarpus opulifolius 'Jefam'AFPOT4'H x 4'W18ARCTIC FIRE DOGWOODCornus stolonifera 'Farrow'#2 CONT.#2 CONT.TE#2 CONT. POT 8'H x 8'W9TIGER EYES CUTLEAF STAGHORN SUMACRhus typhina 'Bailtiger'BH#2 CONT. POT 3'H x 3'W12DWARF BUSH HONEYSUCKLEDiervilla lonicera138 SYMNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (ORAPPROVED ALTERNATE).2,501 SYMNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (ORAPPROVED ALTERNATE).73 SYMNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVEDALTERNATE).SOD - 1,243 SYEDGING - 440 LFROCK MULCH - 9 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 3.5 CYSEEDKF#1 CONT. POT 4'H x 2.5'W21KARL FORESTER FEATHER REED GRASSCalamagrotis x acutiflora 'Karl Forester'NS#1 CONT. POT 4'H x 2.5'W30NORTHWIND SWITCH GRASSPanicum virgatum 'Northwind'ORNAMENTAL GRASSESPERENNIALSRSPOT 4'H x 3'W8RUSSIAN SAGESalvia yangii#1 CONT.PROJECT NAMESHEET NUMBERSHEET TITLE08-02-2024SUBMITTALDate:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559708-02-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOG77TH & LAKELINO LAKES, MNI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLER06-30-2026Expiration:SCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADELANDSCAPEPLANL104Know what'sbelow.before you dig.CallRNOT FORCONSTRUCTION0SCALE: 1"=20'201040NLANDSCAPE REQUIREMENTS·CANOPY COVER SF REQUIRED = 40% OF VEHICULARHARDSCAPE SF··20,121 SF VEHICULAR SF = 8,048 SF OF CANOPY COVERREQUIRED··8,400 SF CANOPY COVER PROVIDED·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGESHRUBS PER 100 LF OF STREET FACING FOUNDATION··86 LF STREET FACING FOUNDATION = 2 LARGE TREES &6 LARGE SHRUBS REQUIRED··2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGESHRUBS PER 2,000 SF OPEN SPACE··35,170 SF OPEN SPACE = 18 LARGE TREES & 53 LARGESHRUBS REQUIRED11 LARGE TREES PROVIDED + 9 EXISTING & 35 LARGE & 30MEDIUM SHRUBS PROVIDED (SMALL CONIFEROUSTREES SUBSTITUTED AS SHRUBS)·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFERBETWEEN PUBLIC ROW··1 LARGE TREE FOR EVERY 50 FT OF BUFFER··225 LF OF BUFFER = 5 TREES REQUIRED··5 TREES PROVIDED & BUFFER·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESSINTENSIVE USE PARCEL··1 LARGE TREE FOR EVERY 50 FT OF BUFFER··159 LF OF BUFFER = 4 LARGE TREES REQUIRED··8 MEDIUM TREES PROVIDED & BUFFER l l>>ll llllllll l l l l l l l l l C O C O W OHEOHEOHEOHEOHEOHEOHEOHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T028T026T027T025T024T023T022T021T020T019T018T017T016T015T014T013T012T113T113T115T114T117T118T119T120T121T123T155T124T154T128T127T131T129T130T132T133T134T164T156T158T159T160T161T162T163T165T157T112T111T110T105T102T104T101T099T097T094T106T109T108T107T137T136T135T138T139T140T141T142T153T125T143T145T147T149T151T148T146T1544T092T090T087T089T091T093T095T098T150T152T103PROJECT NAMESHEET NUMBERSHEET TITLE08-02-2024SUBMITTALDate:License #:PLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.com5559708-02-2024DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOG77TH & LAKELINO LAKES, MNI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLER06-30-2026Expiration:TREEREMOVALPLANL105Know what'sbelow.before you dig.CallRN0SCALE: 1"=40'402080NOT FORCONSTRUCTION Attachment 7: Architectural Plans 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, Lino Lakes City Planner From: Diane Hankee PE, Lino Lakes City Engineer Date: October 2, 2024 Re: Java Properties – Lino Lakes Retail 2.0 Site Plan Review 026734-000 WSB reviewed the site plans for the Lino Lakes Retail 2.0 site by Java Properties in Lino Lakes, MN, received September 9, 2024. The site is 3.9 acres and located at 77th Street west of Lake Drive (CSAH 23). The lot has frontage along Lake Drive (CSAH 23). Comments were made on the following documents: •Lino Lakes 2.0 Civil Plans prepared by Design Tree, dated September 4, 2024, received September 18, 2024. •Lino Lakes 2.0 Traffic Impact Study prepared by Alliant Engineering, dated October 3, 2024. The following review comments should be responded to in writing by the applicant. Engineering •General The Lino Lakes Retail 2.0 project proposes to construct three (3) commercial lots which includes the associated parking lot, utilities, landscaping, and stormwater management features. The site combines several lots as well as right of way from 77th Street which will be realigned as an extension of Marketplace Drive from the east side of Lake Drive (CSAH 23). One unused original lot will remain on the south end as potentially a continued single-family use. Comments: 1.Revise all plan sheets with updated City plans for the 2024 Market Place Drive Realignment Project a.Update items that will be constructed and removed as part of the project b.Coordinate the location and elevation of specific items such as utility services to be able to best serve the proposed sites within the scope of the City project. 2. Developer/ Contractor shall coordinate relocation of existing utilities with private utility companies and City a.Relocation scheduling is per private utility companies b.Developer/contractor responsible for coordinating site construction scheduling with private utility companies’ scheduling Attachment 8: City Engineer Memo - Lino Retail 2.0 Ms. Katie Larsen 10/02/2024 Page 2 Java Properties - Lino Retail 2.0 Engineering Review •Grading A grading and drainage plan was provided for the site including paved areas, curb, and retaining walls. Comments: 1.Watershed district approval for the City project is still pending. Additional stormwater features may be required as a result of the final review. 2.Call out all EOFs from site stormwater basins, existing and proposed. 3.Tip-in curb and gutter on islands of the parking lot for Building B will result in ponded water, specify tip-out. 4.Shift the sidewalk on the west side of the driveway south towards the roadway in order to eliminate the retaining wall in the City basin. 5.Retaining walls will require permitting through the City separate from the building permit. 6.Provide Emergency Overflow (EOF) elevations for all low points in the parking or green space areas. •Stormwater Management Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 0.00 0.35 5.98 Needed if basins landlocked Currently Proposed 0.00 0.18 4.90 Needed if basins landlocked Comments: 1.An approximate City storm sewer alignment is marked up on the plans showing the pipe intended to provide an outflow for the site rather than emergency overflows. The northern infiltration basin shall outlet into the pipe. 2.Remove the City infiltration basin between the roadway and parking lot, the basin west of the driveway access will provide sufficient storage for runoff. Ms. Katie Larsen 10/02/2024 Page 3 Java Properties - Lino Retail 2.0 Engineering Review 3.Provide an equalization pipe or channel between the existing City stormwater basin and proposed infiltration basin at the 100-yr HWL (906.3). 4.Pipe storage for infiltration is not allowed for water quality volume or rate control. Nonperforated pipes must be used for storm sewer conveyance. 5.An outlet control structure will be needed for the southern infiltration basin based on proposed RCWD rule changes due to go into effect by the end of 2024. a.At the very least, permanent stabilization is needed along the overflow path to reduce the likelihood of large-scale erosion in major storm events. 6.Soil borings indicate significant amounts of SM soils, meaning design infiltration rates should be 0.45 in/hr consistent with RCWD and MPCA standards. 7.In-situ infiltration rate testing will be needed during or after construction to confirm designed rates are achievable. a.Testing before construction can be used to demonstrate infiltration rates above the 0.45 in/hr standard. 8.Both infiltration basins must be able to demonstrate they meet 48-hour drawdown requirements. 9.The lowest-floor elevation of all buildings must be specified to ensure compliance with infiltration basin freeboard requirements (basin bottom must be at or below lowest-floor elevation). a.This is especially relevant for the potential oil change pit in the Valvoline building. 10.Show roof drain routing. Tie into storm sewer at or upstream of a sumped structure to provide pretreatment of roof runoff. 11.The Marketplace Drive roadway and existing stormwater basin, including offsite tributary drainage, must be included in the HydroCAD model to understand all flows throughout the site. 12.HydroCAD runoff should be set to “Calculate separate pervious/impervious runoff (SBUH weighting)” for most accurate runoff results. 13.Proposed impervious should be entered as paved parking and roof as there is a mix of both. 14.Existing and proposed models should route to a Link node to calculate total offsite flows. 15.Confirm drainage area delineations match site grading, some areas on the perimeter of the sites do not appear possible to route to proposed stormwater basins as indicated in HydroCAD. 16.For modeling of outflow rates and HWLs, exfiltration is not allowed in HydroCAD to conservatively design assuming basin infiltration capacity is lost in the future. •Water Supply Ms. Katie Larsen 10/02/2024 Page 4 Java Properties - Lino Retail 2.0 Engineering Review Existing and proposed water services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive. Comments: 1.Coordinate with the City 2024 Market Place Drive Realignment Project for providing the appropriately sized stubs at the appropriate locations 2.Verify that the proposed 6” water stubs are sufficient for the building’s combined domestic and fire suppression needs. 3.We recommend that the City Deputy Director of Public Safety-Fire Division review the proposed plan for water supply and hydrant coverage. 4.Show removing all watermain up to the gate valve and the hydrant assembly along the current 77th Street 5.Building A will utilize the existing 6” water service stub instead of installing a new service tee on the main a.Lower water service and insulate below the existing basin 6.Remove/abandon/seal all existing wells per Minnesota Department of Health requirements. •Sanitary Sewer Existing and proposed sanitary sewer services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive. Comments: 1.Coordinate with the City 2024 Market Place Drive Realignment Project for providing the appropriately sized stubs at the appropriate locations 2.Building A will utilize the existing 6” sanitary sewer service stub instead of installing a new service wye a.Cut back on the existing riser as necessary to lower the sanitary sewer service and maintain minimum cover below the existing basin 3.Remove/abandon all existing septic systems per Minnesota Pollution Control Agency and County requirements. •Transportation In the 2025 construction season the City will realign 77th St to the Market Place Dr / CSAH 23 (Lake Dr) signalized intersection. When the Market Place Dr signal was installed the median at 77th St was also installed. The intent was that 77th would realign in the future to provide that access again at Market Place Dr. This has been a long standing plan of the City in coordination with Anoka County. Anoka County completed a Ms. Katie Larsen 10/02/2024 Page 5 Java Properties - Lino Retail 2.0 Engineering Review corridor study of Lake Drive in 2020, from Hodgson Rd to Pine St. This study evaluated access and mobility. As improvements are completed on Lake Dr in the future the mobility will improve throughout the corridor. This study can be found on Anoka County’s website. The Lino Retail 2.0 project site proposes one access to the north and one access to the south of the realigned Market Place Drive. There will be stubs to the north and south to extend the drive aisles further in the future. Reference the easement section here within and planner’s report for access easement information. As required by Ordinance the applicant submitted a Traffic Impact Study. The proposed development is expected to generate approximately 214 AM peak hour, 212 PM peak hour, and 2,680 daily trips. 95% of the daily trips will go directly from the site to Market Place Dr and eastbound to Lake Dr. Traffic from the proposed development on adjacent local roadways is considered minimal. Marilyn Dr existing volumes are 170 daily trips and with the Market Place realignment 270 trips per day are estimated, with the proposed development 370 daily trips. 77th St existing volumes are 175 daily trips and with the Market Place realignment 250 trips per day are estimated, with the proposed development 280 daily trips. These volumes are well under capacity for the local roadways. The study also analyzed capacity of the following intersections: •CSAH 23 (Lake Dr) & Market Place Dr •CSAH 23 (Lake Dr) & 77th St W •77th St W & Marilyn Dr To evaluate the intersection of CSAH 23 (Lake Dr) & Market Place Dr the intersection of CSAH 23 (Lake Dr) & 79th St was included in the study. The build condition capacity analysis has an overall LOS A during AM and PM peak hours thus meeting ordinance. There are no delay or queuing issues identified. Sidewalk will be installed by the City along Market Place Dr from Lake Dr to 77th St/ Marilyn Dr. There is also sidewalk along Lake Dr in the development area. There are pedestrian crossings at the intersection of CSAH 23 (Lake Dr) & Market Place Dr. The City has a future tail planned along Lake Dr from Apollo Drive to Main Street. Comments: 1. The proposed site access’ north and south should be stop conditions. 2.We recommend that the City Deputy Director of Public Safety-Fire Division review the proposed plan for emergency access. 3.Provide turning movements for all proposed emergency, garbage, and delivery/semi- truck vehicles. •Wetlands and Mitigation Plan Ms. Katie Larsen 10/02/2024 Page 6 Java Properties - Lino Retail 2.0 Engineering Review There are no delineated wetlands shown on the existing survey for the site. •Landscaping Landscaping plans were provided as part of the submittal. The City’s Environmental Coordinator to review landscaping and provide in-depth comments. •Floodplain No floodplain impacts are proposed on site. •Drainage and Utility Easements Drainage and utility easements are required for utilities outside the road right of way and stormwater systems. Comments: 1.All stormwater facilities will need to be contained in D&U easements up to the 100-yr HWL. 2.D&U easement is needed over the proposed City storm sewer running to the north end of the site. 3. Dedicate additional 20' drainage and utility easement for existing sanitary sewer (20'+ deep) along the west side of Lake Drive/CSAH 23. 4.Provide an access easement over the rear drive lane from the Market Place Drive Right of Way to the development line (adjacent with the Legion property) •Development Agreement A Development Agreement will be required. •Grading Agreement Grading agreement not required at this time. •Stormwater Maintenance Agreement Private stormwater facilities will be maintained through a Declaration for Maintenance of Stormwater Facilities. Both the Rice Creek Watershed District (RCWD) and the City of Lino Lakes shall be parties to the Declaration. City Engineer to provide template. •Permits Required 1.NPDES General Construction Permit 2.City of Lino Lakes Zoning Permit for construction Ms. Katie Larsen 10/02/2024 Page 7 Java Properties - Lino Retail 2.0 Engineering Review 3.Rice Creek Watershed Permit 4.Anoka County Right-of-Way Permit if grading work extends into their right of way. If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. Attachment 9: ACHD Comments - Lino Retail 2.0 SITE & BUILDING PLAN REVIEW WORKSHEET PROJECT: Lino Retail 2.0-Building A-Retail Auto Part Sales (L1B1)DATE: September 30, 2024 REVISED: Planning & Zoning Board Date:October 9, 2024 City Council Date:November 12, 2024 To be addressed by applicant ZONING/LAND USE NOTES: Zoning District GB GB, General Business. Retail sales for auto parts is a permitted use. Future Land Use Plan Commercial Sewered or Unsewered Lot Sewered CUP required?No Comprehensive Plan Amendment?No Rezoning required?No Variance required?No Required Proposed Lot size (sf)20,000 70,154 Lot width (ft)100 239 10/2/2024 1 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1) Attachment 10 Site Plan Worksheet - Building A - Retail Auto parts (L1 B1) Setbacks-Street Right-of-Way Required Proposed Principal Building-Local or Minor Collector 30 ft NA Principal Building- Arterial (Lake Dr)40 ft 70 Parking Lot 15 ft 70 Setbacks-Rear Lot Line (West)Required Proposed Principal Building 35 ft 132 From property guided by the comprehensive plan for residential use. 35 feet. Accessory Building 5 ft NA Parking Lot/Driveway 10 ft 20 Setbacks-Side Lot Line (North)Required Proposed Principal Building 10 ft 24 Accessory Building 10 ft 10 trash enclosure Parking Lot/Driveway 10 ft 12 Setbacks-Side Lot Line (South)Required Proposed Principal Building 10 ft 130 Accessory Building 10 ft NA Parking Lot/Driveway 10 ft 54 Required Proposed From Residential Land Use 35 ft 132 Between Principal Buildings NA NA Required Proposed Height 45 ft max 22' 4" 10/2/2024 2 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1) Impervious surface restrictions Permitted Proposed 75% max 47% GENERAL PROVISIONS Building Type and Construction Commercial Accessory buildings or structures Required Proposed Number of structures 0 None Size 400 sf NA Refuse and recyclable materials enclosure TBD Details shall be provided. Outdoor lighting 1.0 ft candle allowance onto right of way 0.0 0.4 ft candle allowance onto adjacent prop.0.7 Lot lines shall be clearly shown. Plans shall be revised. Hooded lights TBD Required Proposed Light Fixture Pole Height 45 ft max.28 Light Fixture Location Required Proposed Street ROW 10 ft 150 Side or rear 5 ft 60 10/2/2024 3 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1) Smoke, Dust, Odors, Noise Minimal Typical construction activities. Sewage Disposal (on-site)NA Waste material Yes Typical construction waste material will be property disposed of. Bulk storage (liquid)No Radiation emission No Electrical emission No Exterior storage No Off-Street Parking Required Proposed Angle of parking 90 90 Space Width 9 ft 9 Space Length 18 ft 18 & 19 Aisle Width One Way 24 ft 30 Aisle Width Two Way 24 ft 24 Curb cut access 30 feet from intersection NA Curb cut access 40 feet from one another 72 Curb cut and driveway 5 feet from side yard 20 10/2/2024 4 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1) Required Proposed Curb cut width 36 feet max.24 Shared driveway with Building B Driveway grade elevation 5%TBD Striping 4" wide 4"4" Continuous concrete perimeter curb barrier Yes 6+ spaces shall be landscaped on all sides Yes 50+ space parking lots require 100 sf island per 25 spaces NA Only 40 stalls for Building A Required Proposed Gross Floor # Stalls # space requirements 29 40 Retail: 1 space per 200sf floor area 7450 5780 29 required # handicap space requirements 2 2 Off-Street Loading Spaces Yes 1 single garage door on the rear, northwest corner of building 50 feet from a residential district.132 ft 10/2/2024 5 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1) SITE & BUILDING PLAN REVIEW WORKSHEET PROJECT: Lino Retail 2.0-Building B-Multi Tenant Retail (L2B1)DATE: September 30, 2024 REVISED: Planning & Zoning Board Date:October 9, 2024 City Council Date:November 12, 2024 To be addressed by applicant ZONING/LAND USE NOTES: Zoning District GB GB, General Business. A multi-tenant retail building is a permitted use. Future Land Use Plan Commercial Sewered or Unsewered Lot Sewered CUP required?No Comprehensive Plan Amendment?No Rezoning required?No Variance required?No Required Proposed Lot size (sf)20,000 61,596 Lot width (ft)100 172 10/2/2024 1 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1) Attachment 11: Site Plan Worksheet - Building B - Multi Tenant Retail (L2 B1) Setbacks-Street Right-of-Way Required Proposed Principal Building-Minor Collector (Marketplace Dr)30 ft 50 Principal Building- Arterial (Lake Dr)40 ft 42 Parking Lot 15 ft 15 Setbacks-Rear Lot Line (West)Required Proposed Principal Building 35 ft 204 From property guided by the comprehensive plan for residential use. 35 feet. Accessory Building 5 ft NA Parking Lot/Driveway 10 ft 20 Setbacks-Side Lot Line (North)Required Proposed Principal Building 10 ft 24 Accessory Building 10 ft NA Parking Lot/Driveway 10 ft 10 Required Proposed From Residential Land Use 35 ft 204 Between Principal Buildings NA NA Required Proposed Height 45 ft max 20 ft Impervious surface restrictions Permitted Proposed 75% max 60% 10/2/2024 2 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1) GENERAL PROVISIONS Building Type and Construction Commercial Accessory buildings or structures Required Proposed Number of structures 0 None Size 400 sf NA Refuse and recyclable materials enclosure TBD Details shall be provided. Outdoor lighting 1.0 ft candle allowance onto right of way 0.2 0.4 ft candle allowance onto adjacent prop.3.1 Lot lines shall be clearly shown. Plans shall be revised. Hooded lights TBD Details shall be provided. Required Proposed Light Fixture Pole Height 45 ft max.28 Light Fixture Location Required Proposed Street ROW 10 ft 125 Side or rear 5 ft 75 10/2/2024 3 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1) Smoke, Dust, Odors, Noise Minimal Typical construction activities. Sewage Disposal (on-site)NA Waste material Yes Typical construction waste material will be property disposed of. Bulk storage (liquid)No Radiation emission No Electrical emission No Exterior storage No Off-Street Parking Required Proposed Angle of parking 90 90 Space Width 9 ft 9 Space Length 18 ft 18 & 20 Aisle Width One Way 24 ft NA Aisle Width Two Way 24 ft 24 Curb cut access 30 feet from intersection 80 and 250 80 ft from Marilyn Dr and 250 ft from Lake Dr Curb cut access 40 feet from one another NA Curb cut and driveway 5 feet from side yard 20 10/2/2024 4 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1) Required Proposed Curb cut width 36 feet max.56 OK per City Engineeer Driveway grade elevation 5%TBD Grade shall be provided on Grading Plan. Striping 4" wide 4"4" Continuous concrete perimeter curb barrier Yes 6+ spaces shall be landscaped on all sides Yes 50+ space parking lots require 100 sf island per 25 spaces NA Only 41 stalls for Building B Required Proposed Gross Floor # Stalls # space requirements 30 41 Retail: 1 space per 200sf floor area 6000 5925 30 required # handicap space requirements 2 2 Off-Street Loading Spaces None 50 feet from a residential district.NA 10/2/2024 5 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1) SITE & BUILDING PLAN REVIEW WORKSHEET PROJECT: Lino Retail 2.0-Building C-Fast Oil Change (L2B2)DATE: September 30, 2024 REVISED: Planning & Zoning Board Date:October 9, 2024 City Council Date:November 12, 2024 To be addressed by applicant ZONING/LAND USE NOTES: Zoning District GB Property will be rezoned from NB, Neighborhood Business to GB, General Bus Future Land Use Plan Commercial Sewered or Unsewered Lot Sewered CUP required?Yes CUP required for Automobile Repair-Major and Minor. Fast oil change is minor. Comprehensive Plan Amendment?No Rezoning required?Yes Property will be rezoned from NB, Neighborhood Business to GB, General Bus Variance required?No Required Proposed Lot size (sf)20,000 57,613 Lot width (ft)100 177 10/2/2024 1 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2) Attachment 12: Site Plan Worksheet - Building C - Fast Oil Change (L2 B2) Setbacks-Street Right-of-Way Required Proposed Principal Building-Minor Collector (Marketplace Dr)30 ft 34 Principal Building- Arterial (Lake Dr)40 ft 83 Parking Lot 15 ft 10 Driveway lane shall be 15ft frrom Marketplace Drive Setbacks-Rear Lot Line (West)Required Proposed Principal Building 30 ft 174 Accessory Building 5 ft 83 trash enclosure Parking Lot/Driveway 10 ft 10 Setbacks-Side Lot Line (South)Required Proposed Principal Building 10 ft 43 Accessory Building 10 ft NA Parking Lot/Driveway 10 ft 10 Required Proposed From Residential Land Use 35 ft NA Land to the west is guided Commercial Between Principal Buildings NA NA Required Proposed Height 45 ft max 24 Impervious surface restrictions Permitted Proposed 75% max 58% 10/2/2024 2 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2) GENERAL PROVISIONS Building Type and Construction Commercial Accessory buildings or structures Required Proposed Number of structures 0 None Size 400 sf NA Refuse and recyclable materials enclosure TBD Details shall be provided. Outdoor lighting 1.0 ft candle allowance onto right of way TBD Lot lines shall be clearly shown. Plans shall be revised. 0.4 ft candle allowance onto adjacent prop.TBD Lot lines shall be clearly shown. Plans shall be revised. Hooded lights TBD Details shall be provided. Required Proposed Light Fixture Pole Height 45 ft max.28 Light Fixture Location Required Proposed Street ROW 10 ft 46 Side or rear 5 ft 96 10/2/2024 3 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2) Smoke, Dust, Odors, Noise Minimal Typical construction activities. Sewage Disposal (on-site)NA Waste material Yes Typical construction waste material will be property disposed of. Bulk storage (liquid)No Radiation emission No Electrical emission No Exterior storage No Off-Street Parking Required Proposed Angle of parking 90 90 Space Width 9 ft 9 Space Length 18 ft 18 Aisle Width One Way 24 ft NA Aisle Width Two Way 24 ft 22 Plan shall be revised. Measurements shall be shown for all aisle widths. Curb cut access 30 feet from intersection 120 and 240 120 ft from Marilyn Dr and 240 ft from Lake Dr Curb cut access 40 feet from one another NA Curb cut and driveway 5 feet from side yard 10 10/2/2024 4 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2) Required Proposed Curb cut width 36 feet max.55 OK per City Engineer Driveway grade elevation 5%TBD Grade shall be provided on Grading Plan. Striping 4" wide 4"4" Continuous concrete perimeter curb barrier Yes 6+ spaces shall be landscaped on all sides Yes 50+ space parking lots require 100 sf island per 25 spaces NA Only 9 stalls for Building C Required Proposed # space requirements 8 9 Auto Repair: 4 spaces plus 2 spaces per service bay. # handicap space requirements 1 1 4 spaces + (2 spaces x 2 bays) =4+4 =8 spaces required Off-Street Loading Spaces None 50 feet from a residential district.NA 10/2/2024 5 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2) 1 PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: October 9, 2024 REQUEST: PUBLIC HEARING for Spargur Estates 1. Variance 2. Preliminary Plat CASE NUMBER: VR2024-001 PP2024-004 APPLICANT: Mespargur Inc. Attn: Mitch Spargur 12952 96th St NE Otsego, MN 55330 REVIEW DEADLINE: Complete Application Date: September 9, 2024 60-Day Deadline: November 8, 2024 Environmental Board Meeting: September 25, 2024 Park Board Meeting: NA Planning & Zoning Board Meeting: October 9, 2024 City Council Work Session: November 4, 2024 City Council Meeting: November 12, 2024 INTRODUCTION The applicant, Mespargur Inc, submitted a land use application for variances and preliminary plat for Spargur Estates. The applicant proposes to subdivide the existing parcel located at 559 Lois Lane into four (4) single family lots for the purpose of constructing three (3) new single family homes. The lot is 1.11 gross acres (48,510 sf). This staff report is based on the following information: • Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. dated September 6, 2024 2 • Drainage Report prepared by Plowe Engineering, Inc. dated September 6, 2024 • Title Commitment prepared by Old Republic National Title Insurance Company dated August 23, 2024 BACKGROUND The lot is legally described as Lot 5, Block 1, Mar Don Acres. History Mar Don Acres Mar Don Acres was originally platted in 1978. As part of that plat, eight (8) lots were created north of Lois Lane with each lot being 294.00 feet in depth and approximately 165 feet in width with lot sizes of 48,510 sq. ft. Houses were purposely located on the lots in a manner so that the lot could further subdivided when public water and sewer become available. Three (3) other residential subdivisions similar to the proposed Spargur Estates have since been approved from these 8 lots. Hailey Manor Hailey Manor subdivided Lots 6, 7 and 8, Block 1, Mar Don Acres into 12 single family residential lots (3 original lots subdivided into 4 lots each for a total of 12 lots). The parcel was rezoned and variances were allowed for 132 foot lot depths vs 135 foot required due to required 30 foot right of way dedication along Arlo Lane. The following actions were approved in 2006/2007 by City Council regarding Hailey Manor: • Resolution No. 03-120 for Variance and Preliminary Plat • Ordinance No. 16-03 for Rezoning from R, Rural to R-1, Single Family • Resolution No. 03-208 for Final Plat This plat is directly east of the proposed Spargur Estates. Isabell Estates Isabell Estates subdivided Lot 3, Block 1, Mar Don Acres into 4 single family residential lots. The following actions were approved by the City Council in 2014 regarding Isabell Estates: 3 • Resolution No. 14-66 approving variances for lot depth, lot width and side setback • Resolution No. 14-67 approving the Preliminary Plat • Resolution No. 14-114 approving the Final Plat This plat is west of the proposed Spargur Estates. Golden Acre Golden Acre subdivided Lot 4, Block 1, Mar Don Acres into 4 single family residential lots. The parcel was rezoned and variances were also approved allowing for 132 foot deep lots, lot width reduction and side yard setback reduction due to required right of way dedication and location of existing house on the lot. The following actions were approved by City Council regarding Golden Acre: • Resolution No. 06-181 for Variances and Preliminary Plat • Ordinance No. 11-06 for Rezoning from R, Rural to R-1, Single Family • Resolution No. 07-103 for Final Plat This plat is immediately west of the proposed Spargur Estates. Existing Site Conditions The 1 acre site is a residential lot containing a single family house and attached garage. Other than trees and shrubs, there are no significant natural resources on site. The Certificate of Survey indicates a Soderville fine sand and Zimmerman fine sand on the property. Zoning Current Zoning R-1, Single Family Residential Current Land Use Rural Residential Future Land Use per CP Low Density Sewered Residential (1.6 to 3.0 units per acre) Utility Staging Area 1A = 2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North R-1, Single Family Residential Low Density Sewered Residential 4 East R-1, Single Family Residential Low Density Sewered Residential South R-1, Single Family Residential Low Density Sewered Residential West R-1, Single Family Residential Low Density Sewered Residential ANALYSIS Density and Land Area Calculations The following chart implements Met Council’s formula for calculating net density. Gross Area (acres) 1.11 Wetlands & Water Bodies 0.00 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other 0.00 Net Area (acres) 1.11 # of Units 4 Gross Density (units/acre) 3.60 Net Density (units/acre) 3.60 Per the current 2040 Comprehensive Plan, the lot is guided low density residential development and allows for 1.6 to 3.0 units per net acre. The proposed net density of 3.60 units per acre is not consistent with the Comprehensive Plan. The total number of lots will need to be reduced to three (3) to bring the density down to 2.70 upa. This would be similar to the recently approved Jansen Addition at 523 Lois Lane. Staff understands the previously mentioned Isabell Estates and Golden Acre subdivisions were allowed four (4) lots; however, they were under the 2030 Comprehensive Plan- Land use density requirements of 1.6 to 3.9 units per acres. The current 2040 Comprehensive Plan requires 1.6 to 3.0 units per net acre and that requirement shall be met. A variance is not allowed for comprehensive plan land use densities. A comprehensive plan amendment would also not be allowed because the R-1 zoning district is only applicable to land guided low density residential. Rezoning would not be allowed because it would be an illegal spot zoning. 5 Please note this staff report is based on the submitted four (4) lot preliminary plat. The staff report will be revised based on revised submittals. Zoning Requirements Zoning requirements and standards of the R-1 Single Family Residential District apply to this subdivision. R-1 Requirements Proposed Lot 1 (existing house) Lot 2 Lot 3 Lot 4 Min. Lot Size 10,800 sf 11,132 sf 10,813 sf 10,807 sf 10,807 sf Min. Lot Width 80 ft 83.70 ft 81.30 ft 82.50 ft 82.50 ft Min. Lot Depth 135 ft 133a ft 133a ft 131a ft 131a ft Building Setback -From Streets Lois Ln and Arlo Ln (Both Minor Collector) 30 ft 38.9 ft 30 ft 30 ft 30 ft -Rear --Principal 30 ft 50 ft 30 ft 30 ft 30 ft --Accessory 5 ft 25 ft 5 ft 5 ft 5 ft -Side --Principal 10 ft 10 ft 10 ft 10 ft 10 ft --Accessory 5 ft 7.3 ft 5 ft 5 ft 5 ft Impervious Surface 65% 34.5% TBD w/ building permit TBD w/ building permit TBD w/ building permit aVariances are required for the lot depths. Building Requirements At the time of building permit, the single family houses proposed on Lots 1 and 3 will be reviewed for compliance regarding impervious surface, building footprint area, garage size, and design and construction standards. 6 Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat has been reviewed for compliance with the comprehensive plan, zoning and subdivision ordinance. The subdivision is not consistent with the comprehensive plan in regards to density. It does meet the performance standards of the subdivision and zoning ordinance with the approved variances. Blocks and Lots The proposed preliminary plat creates 1 block with 4 lots. Lot 1, Block 1 will contain the existing house which will remain on site. Lots 2, 3 and 4 will be developed with single family homes. Streets and Alleys Lois Lane and Arlo Lane are minor collector roads and are capable of handling one (1) and two (2) additional single family homes, respectively. Easements Standard drainage and utility easements are being dedicated along the lot lines. Storm Water Management and Erosion and Sediment Control The proposed development does not require a stormwater management plan under City Code Chapter 1011. Per the Site Drainage Narrative and Calculations report dated September 6, 2024, a small rear yard depression is shown to help get drainage from west to east. This basin overflows to the east to match existing conditions. It is assumed the basin will drain dry between storm events. Public Utilities The existing house at 559 Lois Lane is connected to public watermain and sanitary sewer. The three (3) new lots will also be connected to public water and sanitary which is capable of handling three (3) single family homes. Water and sanitary sewer laterals are already stubbed into the 3 proposed lots. Public Land Dedication The proposed subdivision is within the Highland Meadow Park neighborhood service area. The development is not within the greenway system. Arlo Lane is identified as a future 7 trail corridor that is proposed to extend from Highland Meadows Park to Woodduck Trail and eventually to 4th Avenue. The City will require cash in lieu of land dedication for the three (3) new lots. Lot 1 with the existing house will not be charged a park dedication fee. Park Dedication Fees Total # of Lots = 3 x 2024 Park Dedication Fee $3,300 = Total Due $9,900 Tree Preservation and Landscaping Per the September 25, 2024 Environmental Board staff report: The purpose of these standards is to protect valuable trees and stands of vegetation while not interfering with landowners’ reasonable use and development of property. The goal is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. A tree survey was performed that identified: 19 trees were identified in the tree inventory, with 3 proposed for removal. 7 or the remaining 16 are located off site along the western property line of lot 3. The 16 trees planned for preservation must have Tree Protection Zones installed in accordance with the City Tree Protection Fence Detail. The Tree Protection Zones need to be shown on the Grading, Drainage and Erosion Control Plan and Landscape Plan. Tree Preservation and Mitigation Standards have not been met. Boulevard Trees Boulevard trees are required for all new residential subdivisions at a rate of one tree per lot frontage. Total Trees 19 Total Trees Removed 3 Total Trees Preserved 16 Mitigation Trees Required 0 8 Lots 1 and 2 have existing trees that will remain in place. The landscape plan shows one boulevard tree proposed for both Lot 3 and lot 4. Boulevard tree requirements is being met. Open Areas Landscape Standards Open areas standards do not apply to single family residential lots. 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. The project property and surrounding properties are zoned R1, so buffer and screen standards do not apply. Canopy Cover Canopy cover standards to not apply to single family residential development. Foundation Landscaping Foundation landscaping standards do not apply to single family residential development. 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 ground cover types and locations must be added to the Grading Drainage and Erosion Control Plan and the Landscape Plan. Environmental Assessment Worksheet (EAW) An Environmental Assessment Worksheet is not mandated. The four (4) unattached residential units are under the 250 unattached unit threshold required for a mandatory EAW. Wetlands There are no wetlands on site. 9 FEMA Floodplain There is no FEMA floodplain on site. Shoreland Management Overlay The parcel is not located within a Shoreland Management Overly district. Impervious Surface Coverage The maximum allowed impervious surface coverage per lot is 65%. Lot 1 (existing house) is at 34.5% and compliant. The impervious coverage for Lots 2-4 will be evaluated with those individual building permits and surveys. Traffic Study A traffic study was not required for one (1) new single family lot on the Lois Lane and two (2) new single family lots on Arlo Lane. Both streets are minor collectors and have capacity for the additional single family homes on each street. Additional City and Government Agency Review Comments Public Safety Comments Lino Lakes Public Safety Department-Police Division and Fire Division reviewed the preliminary plat and had no comments. Environmental Board The Environmental Board reviewed the development proposal at their September 25, 2024 meeting and noted some with minor revisions are needed. These are summarized in the attached October 2, 2024 Environmental memo. Agreements Stormwater Maintenance Agreement A stormwater maintenance agreement is not required since a stormwater management plan is not required per City Code Chapter 1010. Development Agreement and Final Plat 10 The applicant shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as part of the final plat application. Comprehensive Plan Spargur Estates is not consistent with the goals and policies of the comprehensive plan in regards to land use and density. Spargur Estates is consistent with the goals and policies of the comprehensive plan in regards to housing, economic development, transportation, local water management plan, sanitary sewer, water supply and parks, greenway and trails. Land Use Plan Per the current 2040 Comprehensive Plan, the lot is guided low density residential development and allows for 1.6 to 3.0 units per net acre. The proposed net density of 3.60 units per acre is not consistent with the Comprehensive Plan. The site is located in Planning District 2 and is guided for low density residential development. There are no specific planning recommendations for this site. Housing Plan A goal of the housing plan is to maintain existing housing stock to insure a high-quality environment in all residential neighborhoods. It is a policy to encourage in-fill housing where appropriate. Spargur Estates meets the goals of the housing plan by supporting in-fill housing. Economic Development The four (4) lot single family residential development does not negatively impact the City’s economic development plan. Transportation Plan A goal of the transportation plan is to ensure that streets are as safe as possible. Lois Lane and Arlo Lane are minor collector roads and they both have capacity to accommodate the three (3) new single family homes. Local Water Management Plan 11 The purpose of the water management program protect, preserve, and use natural surface and groundwater storage and retention systems and prevent erosion of soil into surface water systems. Spargur Estates protects the natural surface and groundwater storage with the construction of a small rear yard depression. Erosion and sediment control practices will also be implemented. Sanitary Sewer Plan The goal of the sanitary sewer plan is to maintain the city’s residents and businesses with an affordable and safe sanitary sewer system. The existing house is served by an 8” municipal sanitary sewer main along Lois Lane. The new lots will also be served by 8” municipal sanitary sewer along Lois Lane and Arlo Lane. The existing sanitary sewer system has capacity for three (3) new single family houses. Water Supply Plan A goal of the water supply plan is to provide residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The existing house is served by an 8” municipal watermain along Lois Lane. The new lots will also be served by 8” municipal watermain along Lois Lane and Arlo Lane. The existing water supply system has capacity for three (3) new single family houses. Parks, Greenways and Trails A goal and policy of the parks, greenways and trails plan is to continue to development and fund recreational activities in the City. The City will require cash in lieu of land dedication for the three (3) new lots. Findings of Fact-Variances The lots are zoned R-1, Single Family Residential District. The required R-1 lot depth is 135 ft. The following variances are required for the Spargur Estates preliminary plat: • Lots 1 and 2: o A two (2) foot variance to reduce the required lot depth from 135 feet to 133 feet. 12 • Lots 3 and 4: o A four (4) foot variance to reduce the required lot depth from 135 feet to 131 feet. All lot areas exceed the minimum 10,800sf. As previously noted, similar lot depth variances were approved for Hailey Manor, Isabell Estates, and Golden Acre. Per City Code Section 1007.018(3): (a) Criteria and findings of fact. No variance shall be granted unless it meets all the criteria in divisions 1. through 6. below, or unless division 7. below applies. The city shall make findings regarding compliance with these criteria. 1. The variance shall be in harmony with the general purposes and intent of this chapter. The general purpose and intent of the R-1, Single Family Residential District is to provide a residential atmosphere for those persons desiring a single family neighborhood with a suburban density. The district is intended for development of single family detached homes on lots served with public sanitary sewer and water. The four (4) lot residential subdivision proposed for Spargur Estates meets the general purpose and intent of providing single family housing. All four (4) lots will be served by public water and sanitary sewer. The development will not be detrimental to the public health, safety or general welfare of the neighborhood. 2. The variance shall be consistent with the official City Comprehensive Plan. The variance will be consistent with the comprehensive plan when the number of lots are reduced from 4 to 3. 3. There shall be practical difficulties in complying with this chapter. “Practical difficulties,” as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. The subdivision of an existing parcel and creation of four (4) residential lots are reasonable uses of the property. The practical difficulty in complying with the lot depth, lot width and setback standards of the zoning ordinance would only allow for the 13 creation of two (2) lots. This would not be consistent with the intent of the Mar Don Acres plat or the previously approved Hailey Manor and Isabell Estates subdivisions. 4. The plight of the landowner shall be due to circumstances unique to the property not created by the landowner. The plight of the landowner is created by the requirement to dedicate 30 feet of right-of- way on Arlo Lane which reduces the lot depths to 131 and 133 feet. The need for the variances was not created by the landowner. 5. The variance shall not alter the essential character of the locality. The variance shall not alter the essential character of the locality. The proposal to create four (4) single family residential lots for the purpose of constructing three (3) new single family homes is compatible with the surrounding existing single family homes. Similar variances were approved for the two adjacent subdivisions, Hailey Manor and Golden Acre. 6. A variance shall not be granted for any use that is not allowed under the ordinance for property in the zoning district where the subject site is located. Single family homes are permitted uses in the R-1, Single Family Residential District. 7. In accordance with M.S. § 462.357, Subd. 6, variances shall be granted for earth sheltered construction as defined in M.S. § 216C.06, Subd. 14, when in harmony with the zoning ordinance. Not applicable. Findings of Fact-Preliminary Plat Per City Code Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision may be deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 14 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. Golden Acre will be consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities when the number of lots are reduced from 4 to 3. The development is also consistent with the local water management plan, capital improvement plans and growth management policies. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Spargur Estates is consistent with infill policies. The development is within the current Utility Staging Area 1A=2018-2025. No new utility or street extensions are required. The cost, operation and maintenance of the utility system is consistent with the normal costs projected by the water and sanitary system plans. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. 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; 2. 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; 3. 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; 15 4. 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; 5. 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; 6. 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; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department 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; and 8. The city does not relinquish any rights of local determination. Spargur Estates meets the requirements for level of service (LOS). Lois Lane and Arlo Lane are minor collector roads and have structural capacity to handle one (1) and two (2) additional single family homes, respectively. No street improvements are proposed that are inconsistent with the City’s capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Spargur Estates will have an adequate water supply. The subject site is served by an 8” DIP watermain along Lois Land and Arlo Lane. The water supply system has capacity to handle 3 new single family homes. 16 (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Spargur Estates will be served with an adequate waste disposal system. The subject site is located in Sanitary Sewer District 2 (Sub-district 2B) and is served by MCES Interceptor 83-61, a 24 inch gravity sewer located in North Road. The subject site is also in the current 1A (2018-2025) Utility Staging Area. An 8” PVC sanitary sewer main exists along both Lois Lane and Arlo Lane. The sanitary system has capacity to handle 3 new single family homes. RECOMMENDATION Staff recommends approval of variances and preliminary plat for Spargur Estates subject to the following conditions: 1. Comments from City Engineer Memo dated October 2, 2024 shall be addressed. 2. Comments from Environmental Memo dated October 2, 2024 shall be addressed. 3. All plans sheets. a. The number of lots shall be reduced from four (4) to three (3). 4. Sheet S2, Preliminary Plat: a. The information under Area is incorrect and shall be revised. The following items shall be addressed prior to November 30, 2025 or at time of building permit issuance: 1. As shown on Sheet S1, Certificate of Survey, a. The existing fence and pavers shall be removed. b. The old gravel area now overgrown with grass adjacent to the existing driveway off Lois Lane, the random dirt piles, and the gravel driveway off Arlo Lane shall be restored with proper ground cover in compliance with City Code Section 1007.049(8). 17 ATTACHMENTS 1. Site Location & Aerial Map 2. City Engineer Memo dated October 2, 2024 3. Environmental Memo dated October 2, 2024 4. Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. dated September 6, 2024 W o o dd uc kTr lMy r t l e L n Lois Ln Nottingham Ln Arlo Ln MeadowView TrlJoseph CtHighland Trl Myrtle Ln Highland Meadows Park LoisLnArlo L n Country Ln Legend Address Labels Parcels October 2, 2024 ± Map Powered By Datafi 1 in = 200 Ft Spargur EstatesAttachment 1: Site Location & Aerial Map 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, Lino Lakes City Planner From: Kris Keller PE, WSB Diane Hankee PE, Lino Lakes City Engineer Date: October 2, 2024 Re: Spargur Estates Preliminary Plat & Civil Plan Review 026728-000 As requested by City staff, WSB reviewed the Preliminary Plat and Civil Plans for Spargur Estates Addition in Lino Lakes, MN, prepared by Plowe Engineering and received September 9, 2024. Our comments were made on the following documents: •Spargur Estates – Civil Plans prepared by Plowe Engineering, dated September 6, 2024. •Spargur Estates – Site Drainage Narrative and Calculations prepared by Plowe Engineering, dated September 6, 2024. •Spargur Estates – Certificate of Survey prepared by EG Rud & Sons, dated September 6, 2024. •Spargur Estates – Preliminary Plat prepared by EG Rud & Sons, dated September 6, 2024. The following review comments should be responded to in writing by the applicant. There are additional redline comments on the plan set that should be responded to as well. Not all redline comments are in the review memo. Engineering •Grading The Spargur Estates Addition grading consists of grading the original single-family lot to create four (4) single-family lots and a narrow infiltration basin. The infiltration basin treats the rear and some front drainage from the four lots while the remaining drainage flows to Arlo Lane to the north or Lois Lane to the south. Comments: 1.Maintain 2% positive slope through Arlo Lane boulevard/right of way 2.There is an existing low area at the northeast rear corner of Lot 1 near the fire pit •Consider filling low area to reduce standing water in a rain event 3. Provide information or a detail for any special construction or soil information for 2’ drainage ditches •Ditches will need to demonstrate permeable material Attachment 2: City Engineer Memo dated October 2, 2024 Ms. Katie Larsen 10/02/2024 Page 2 Spargur Estates Engineering Review •Recommend digging down to permeable soils and installing sand/compost mix to final grade to better promote infiltration and reduce standing water in a rain event 4.Provide ditch High Water Level (HWL) on plans 5.Relocate existing shed outside of 5' easement/setback 6.Relocate existing fire pit outside of 20' distance from property line and 25' distance from structures 7.The current 906.8 'berm' near the southeast corner of Lot 4 would spill over the 906.5 spot elevation on the eastern property line •Raise berm and initial EOF to east to 907.2 (Basin to the east is 'land- locked' and will ultimately flow back to the west) •EOF for basin to the east is towards this development and would be at 907.2 •The highpoint on the east side at the front of Lot 4 would become the secondary EOF for the existing basin to the east when inundated. •Stormwater Management Stormwater management for the site consists of a small read yard depression. However, based on site layout, stormwater management is not required under City ordinance. Comments on the proposed stormwater design are offered below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 0.62 1.70 4.17 Not required Proposed 1.27 2.80 6.43 Not required Comments: 1.There are minor increases in site runoff rates due to the new impervious. However, as stormwater management requirements are not triggered, these increases are not regulated. Runoff to the north and south will be captured by storm sewer routing to City ponds. 2.Sufficient freeboard is available between the depression modeled HWL and the proposed household low floors/low entries. 3.Silt fence or bioroll is recommended around the rear yard depression to maintain infiltration capacity and reduce likelihood of excess ponding in the future. •Water Supply The proposed water will be supplied by four existing 1-inch Type K copper services extended to the lots. Comments: 1.Show the existing well for Lot 1 if present Ms. Katie Larsen 10/02/2024 Page 3 Spargur Estates Engineering Review •Abandon/seal the existing well for Lot 1 per MDH requirements with construction •Note the existing well may be left in place for non-potable irrigation use if MDH setbacks can be met from the proposed utility services 2.Show connecting the existing house (Lot 1) to the provided sanitary sewer and water service stubs with construction •Water service stub is 1" copper (Type K) •Show existing water service from main to house if present 3.Show existing water stubs to all lots as 1" copper (Type K) •Sanitary Sewer The proposed sanitary sewer will be supplied by existing 4-inch diameter Schedule 40 PVC gravity service pipes extended to the lots from Arlo Lane (Lots 3 and 4) and Lois Lane (Lots 1 (existing) and 2). Comments: 1.Show septic system for existing house (Lot 1) if present •Remove existing septic system per Anoka County requirements with construction 2.Show connecting the existing house (Lot 1) to the provided sanitary sewer and water service stubs with construction •Sanitary sewer service stub is 4" PVC SCH 40 •Show existing sanitary sewer service from main to house if present 3.Show existing sanitary sewer stubs to all lots as 4” PVC Schedule 40 4.Provide low floor information for all lots on utility plan 5.Add note that the sanitary sewer service may require insulation at the time of building construction and connection •Transportation There is minimal impact to traffic or roads as this development simply splits the existing single-family lot into four smaller single family lots which will not generate significantly more traffic. •Trails and sidewalks There are no existing trails or sidewalks adjacent to the proposed development with none being proposed •Wetlands and Mitigation Plan There are no wetlands identified on the site •Landscaping The Spargus Estates Landscape Plan has been submitted and will be reviewed by staff and the City’s Environmental Coordinator. The Environmental Coordinator will provide separate comments. Ms. Katie Larsen 10/02/2024 Page 4 Spargur Estates Engineering Review •Floodplain The Spargus Estates subdivision does not impact floodplain. •Drainage and Utility Easements The current drainage and utility easements are being maintained from the original single- family lot (10’ front; 5’ sides). Additional easements need to be added around the perimeter of the smaller lots (10’ front and back; 5’ sides). •Development Agreement A development agreement will be required with the final plat. •Grading Agreement No grading agreement is required for this site. •Stormwater Maintenance Agreement No stormwater maintenance agreement is required for this site. •Permits Required 1.Rice Creek Watershed District Erosion Control Permit 2.City of Lino Lakes Zoning Permit for Construction If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. To: Katie Larsen, City Planner From: Michael Grochala, Community Development Director Date: October 2, 2024 Re: Environmental Comments – Spargur Estates Environmental Board had recommended the following at their September 25, 2024 meeting: 1.Tree Protection Zones (TPZs) for the 16 trees scheduled for preservation must be shown to scale on the Grading, Drainage, and Erosion Control Plan (Sheet C1.1), and the Landscape Plan (Sheet C1.3). The TPZs must be in place prior to issuance of grading permit and will be reviewed by staff concurrently with inspection of sediment and erosion control measures. 2.Grading, Drainage, and Erosion Control Plan (C1.1) should be updated to identify location of rock construction entrance(s) and silt fence around perimeter of site unless otherwise directed by City Engineer. 3.Replace note on Grading, Drainage, and Erosion Control Plan about installing “Tree Protection as Applicable” with “Tree Protection Fence installed in accordance with City Tree Protection Fence Detail”. 4.The Landscape Plan (Sheet C1.3) should include a note regarding protecting trees in accordance with City Tree Protection Fence Detail. City Tree Protection detail should be added to Sheet C1.3. 5.Ground cover type locations must be added to the Grading, Drainage, and Erosion Control Plan (C1.1) and Landscape Plan (Sheet C1.3). This includes cover type for all exposed soil areas (ex: sod for the lots,). Environmental Memo Attachment 3: Environmental Memo dated October 2, 2024 HOUSEGARAGE60 CANT.EXISTING909.1909.0MBOX5911.1910.1SIGN30 30 30 30HOUSEEXISTINGGARAGEGARAGEHOUSEEXISTINGHOUSEEXISTINGGARAGESHEDEXISTINGHOUSEEXISTINGGARAGESMALL BLDGON CONCRETE38.9 DRAINAGE AND UTILITY EASEMENTPER THE PLAT OF MAR DON ACRES30 3055 5510 10 D E C K STEPS N0°33'15"E 132.00S89°27'24"E81.00132.00 81.0082.50132.00S89°27'24"E84.00132.00 82.50N0°33'15"E 132.00 82.50132.00 30.00 30.00907.1SB#4907.9SB#3907.5SB#2909.2SB#1(22" x 34")S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AM1 INCH = 30 FEETHORIZONTAL300 15 3060VICINITY MAP ( NOT TO SCALE )DEVELOPERME SPARGUR INC.12952 96TH ST NEOTSEGO, MN 55330MITCH SPARGUR952-412-6760MITCH@MITCHSPARGUR.COMENGINEER PLOWE ENGINEERING, INC.6776 LAKE DRIVELINO LAKES, MN 55014ADAM GINKEL, P.E.651-361-8234ADAM@PLOWE.COMTITLE SHEETSPARGUR ESTATESLINO LAKES, MINNESOTASURVEYOR E.G. RUD & SONS LAND SURVEYING, INC.6776 LAKE DRIVELINO LAKES, MN 55014JASON RUD651-361-8225JRUD@EGRUD.COMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC0Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan 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. TITLE SHEET PRELIMINARY NORTH 24-2164SHEET INDEXCOTITLE SHEETGRADING, DRAINAGE & ESC PLANC1.1S1CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAPS2PRELIMINARY PLATC1.2UTILITY PLANC1.3C2.1REMOVALS PLANLANDSCAPE PLANALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITSFROM CITY OF LINO LAKES, MNDOT, AND THE MINNESOTADEPARTMENT OF LABOR AND INDUSTRY, SHALL BEOBTAINED PRIOR TO ORDERING OF MATERIAL ANDSTARTING OF CONSTRUCTION. NO INSTALLATION OFUTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLEPERMITS ARE RECEIVED BY CONTRACTOR. INSTALLATIONOF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTADEPARTMENT OF LABOR AND INDUSTRY STANDARDS ANDCITY STANDARDS AS IDENTIFIED IN THE PUBLICWORKS/ENGINEERING STANDARDS.S3TREE INVENTORY WITH REMOVALSDETAILSC3.1SITEAttachment 4: Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. dated September 6, 2024 HOUSEGARAGE60 EXISTING DRIVEWAY 909.3909.6908.0907.8908.2908.9909.5912.2EXISTING909.1909.2909.05FNDIP1/2908.69FNDIP1/2904.7906.9906.84FNDIP12294907.35FNDIPCAP -UNDERROOT909.48FNDIP17765908.52FNDIP17765909.60TC909.6909.2909.3909.3907.5907.3907.2907.0906.5 906.9908.3909.6906.9 907.4 909.1909.7909.0 909.1 907.0 907.2 908.7 910.9 910.0 908.7 907.0 907.7 908.8 909.5 908.7909.0MBOX5908.70TC908.66TC909.1910.4911.9911.9911.9910.1908.42EBIT TC908.44TC908.87TC909.0CS 907.6907.1906.6906.8906.8907.0906.9907.1907.5908.9908.9908.95TC909.17TC909.3908.0907.0907.3907.1907.4907.7909.30TC909.12TC909.40TC909.5908.5908.0907.3907.2907.1907.5907.9908.0908.2907.7907.3907.0907.6908.3909.1909.8909.50TC909.68TC909.6909.5908.6908.2908.1908.1908.3908.0908.6909.2909.2909.1909.1908.9909.3909.66TC909.37TC909.47TC909.7909.32TC909.3909.9909.1908.8 909.2 909.4910.3910.2910.0910.0 909.1 909.4 909.5 909.5910.3910.7909.5 909.3 909.4 909.1 909.0909.0908.5908.2908.1908.0907.2907.0907.4907.9908.1907.7907.0907.0908.1907.1907.9908.3908.6908.2908.1908.6910.9910.2908.3908.0908.2 908.3 908.5910.8911.1911.6910.73212908.9SPRUCE 6911.3 911.9909.9 908.8 3217908.8OAK 63218908.9OAK 63219909.2ASH 10908.9 909.0911.0910.2CS910.2909.94EBIT TC909.81TC910.1SIGN3231909.5PINE 63232909.4COTTONWOOD 163233909.4OAK 8909.9909.89TC908.8908.1908.6908.6910.6909.2906.3909.46TCCS 909.4CS909.0CS909.3907.2907.1907.23500909.9MAPLE30909.3909.5909.9910.4909.5909.4910.0910.0908.93511907.8PINE16907.2907.1907.1907.1907.0907.23520907.2SPRUCE12906.8906.93523907.5SPRUCE163524909.1CRAB9909.2 910.4908.8909.4 9 1 0 . 9 909.9910.2 909.9910.9 910.0911.09 1 0 . 2910.7910.4910.0909.9910.4910.6910.3910.5910.7910.8910.8910.7 910.9910.8910.9910.5 910.1909.7910.4910.6910.9910.9916.8FFE3571908.9MAPLE183572908.1MAPLE18908.3907.0EFIREPIT907.2EFIREPIT3578910.7MAPLE34909.8909.4909.3909. 3 911.3910.2909.25TC909.08TC909.05TC909.18TC909.18TC909.3910.0910.3911.2FFE-GAR910.8910.5909.63610910.2CRAB10911.9911.2911.0910.8910.9911.9912.3DOOR-FFE+-910.4 910.9 911.1 910.2910.2 910.9 910.2 911.0910.3909.991 0 . 6 910.1909.9 909.6 909.2909.1909.4910.4 911.3 910.8910.4 909.7910.1 911.6911.0910.0909.3909.14EBIT-TC909.01TC909910909908907907908909910 909907908910 911 910 908907909908 911910909CO909.54SANSVC909.46MHSANHOUSEEXISTINGGARAGEGARAGEHOUSEEXISTING4,950 S.F.90 5 906907908908909906907908909908HOUSEEXISTINGGARAGE908.90MHSANSHEDEXISTING91 0 9099089 0 4HOUSEEXISTINGGARAGESMALL BLDGON CONCRETEEXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY 0.60.53.5WEST FACE OFRETAINING WALL ONOR NEAR LOT LINE6.09.1908.97FNDIP3.2FENCE907.1SB#4907.9SB#3907.5SB#2909.2SB#18.37.3 TO FACE OF BRICK LEDGE909.2909.3EDGE OFLANDSCAPING910.7910.8LAT=N045° 11' 32.69"LONG=W093° 06' 52.36"LAT=N045° 11' 33.48"LONG=W093° 06' 51.92"LAT=N045° 11' 34.34"LONG=W093° 06' 52.32"LAT=N045° 11' 34.30"LONG=W093° 06' 51.14"REMNANTS OF OLD GRAVEL AREA.NOW OVERGROWN WITH GRASS.SLABLOW ENTRY = 911.0LOW FLOOR = 911.0SLABLOW ENTRY = 910.7LOW FLOOR = 910.760.0060.0060.0060.00 60.0060.00 60.00 60.002.0%2.0% 2.0%2.0% 2.0%SLABLOW ENTRY = 911.0LOW FLOOR = 911.01.7%PROTECT EXIST.TREEPROVIDE EXTRA DEPTHFOOTINGS AND EXPOSEFOUNDATION (TYP)910910910909908908909910909909 908 907907909 909909 910 908 910909908 909 907 907907907906.8906.8906.8906.8 907 EOF: 906.82.0% 2.0%2.0%1.7%HWL 907.1DWY 2.6% DWY 3.0% DWY 2.6%909.65908.50908.00909.00909.40908.00907.50907.00908.80908.00907.00909.00909.80910.10GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.DENOTES FENCEDENOTES EXISTING SANITARY SEWERDENOTES EXISTING WATER MAINDENOTES UNDERGROUND ELECTRIC LINEDENOTES UNDERGROUND GAS LINEXXGASEDENOTES UNDERGROUND CABLE LINECBLDENOTES BUILDING SETBACK LINEDENOTES HYDRANTDENOTES GAS METERDENOTES SIGNDENOTES CONCRETE SURFACEDENOTES BITUMINOUS SURFACEDENOTES TELEPHONE PEDESTALDENOTES CABLE PEDESTALDENOTES EXISTING SPOT ELEVATIONDENOTES WELLDENOTES MAILBOXDENOTES FIBER OPTIC BOXDENOTES ELECTRICAL BOXDENOTES EXISTING CONTOURSDENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNITDENOTES CLEAN OUTDENOTES CURB STOPDENOTES SANITARY SEWER MANHOLEX 952.36CECOCSSTWLEGENDDENOTES RETAINING WALLDENOTES PAVER SURFACES:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC1.1Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan 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. GRADING, DRAINAGE & ESC PLAN PRELIMINARY24-2164(22" x 34")NORTH1 INCH = 20 FEETHORIZONTAL200102040ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ORIMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS.PHASE I:1.INSTALL STABILIZED CONSTRUCTION ENTRANCE.2.PROVIDE TEMPORARY PARKING AND STORAGE AREA.3.INSTALL SILT FENCE AS SHOWN ON PLAN.3.1.ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE.3.2.THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OFACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDINGCONSTRUCTION.3.3.SILT FENCE SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN STABILIZED.3.4.CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSIONCONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THATAPPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVENON-FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTINGMUST BE LOOSE-WEAVE.)4.INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES.5.INSTALL TREE PROTECTION FENCING AS APPLICABLE.6.PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZEDAREAS.6.1.CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOILAREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITETEMPORARILY OR PERMANENTLY CEASES.7.PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSIONCONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENTONTO ADJACENT PROPERTIES.8.STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY.9.FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS.10.CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETSWHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS ORAS DIRECTED BY CITY.PHASE II:1.PROVIDE TEMPORARY SEED FOR DISTURBED AREAS.2.INSTALL RIP-RAP AT FLARED-END SECTIONS (AS APPLICABLE).3.INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLETSTRUCTURES IN PAVING AREAS (AS APPLICABLE.)4.INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER.5.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD.6.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTERSITE HAS BEEN STABILIZED.** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NONFIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION.* MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS3885 (CATEGORY 2)WOOD FIBER BLANKET3881FERTILIZER3882 (TYPE 1 - DISC ANCHORED)MULCH* FOR TURF ESTABLISHMENTITEM3876SEED **3878SODMNDOT SPECIFICATION/NOTESMNDOT MIX 25-131 (220 LBS/ACRE)MNDOT MIX 25-131 (120 LBS/ACRE)TEMPORARYMNDOT MIX 21-112 (100 LBS/ACRE)FALL COVERMNDOT MIX 21-111 (100 LBS/ACRE)SPRING/SUMMERMNDOT MIX 22-111 (30.5 LBS/ACRE)1-2 YEARS COVERMNDOT MIX 22-112 (40 LBS/ACRE)2-5 YEARS COVERCOMMERCIAL TURFRESIDENTIAL TURFMNDOT MIX 21-113 (110 LBS/ACRE)SOIL-BUILDING COVER3884HYDROMULCHREVEGETATION SPECIFICATIONSTIMING FOR EROSION & SEDIMENT CONTROLRCallbefore you dig.below.Know what'sSITE AREA= 48,510 SFAREA OF DISTURBANCE= 37,200 SF= 0.85 ACRESEXISTING IMPERVIOUS= 6,258 SF *NEW & RECONSTRUCTED IMPERVIOUSLOT 2 DRIVEWAY *= 1,170 SFLOT 2 HOUSE / PATIO= 2,000 SFLOT 3 DRIVEWAY *= 1,210 SFLOT 3 HOUSE / PATIO= 2,000 SF LOT 4 DRIVEWAY *= 1,210 SFLOT 4 HOUSE / PATIO= 2,000 SF TOTAL= 9,590 SF* INCLUDES INSIDE RIGHT-OF-WAYGRADING INFORMATIONDENOTES PROPOSED CONTOURSDENOTES PROPOSED SPOT ELEVATION909.65 HOUSEGARAGE60 EXISTING DRIVEWAY 909.3909.6908.0907.8908.2908.9909.5912.2EXISTING909.1909.2909.05FNDIP1/2908.69FNDIP1/2904.7906.9906.84FNDIP12294907.35FNDIPCAP -UNDERROOT909.48FNDIP17765908.52FNDIP17765909.60TC909.6909.2909.3909.3907.5907.3907.2907.0906.5 906.9908.3909.6906.9 907.4 909.1909.7909.0 909.1 907.0 907.2 908.7 910.9 910.0 908.7 907.0 907.7 908.8 909.5 908.7909.0MBOX5908.70TC908.66TC909.1910.4911.9911.9911.9910.1908.42EBIT TC908.44TC908.87TC909.0CS 907.6907.1906.6906.8906.8907.0906.9907.1907.5908.9908.9908.95TC909.17TC909.3908.0907.0907.3907.1907.4907.73106908.5MAPLE 6909.30TC909.12TC3111908.5MAPLE 6909.40TC909.5908.5908.0907.3907.2907.1907.5907.9908.0908.2907.7907.3907.0907.6908.3909.1909.8909.50TC909.68TC909.6909.5908.6908.2908.1908.1908.3908.0908.6909.2909.2909.1909.1908.9909.3909.66TC909.37TC909.47TC909.7909.32TC909.3909.9909.1908.8 909.2 909.4910.3910.2910.0910.0 909.1 909.4 909.5 909.5910.3910.7909.5 909.3 909.4 909.1 909.0909.0908.5908.2908.1908.0907.2907.0907.4907.9908.1907.7907.0907.0908.1907.1907.9908.3908.6908.2908.1908.6910.9910.2908.3908.0908.2 908.3 908.5910.8911.1911.6910.73212908.9SPRUCE 6911.3 911.9909.9 908.8 3217908.8OAK 63218908.9OAK 63219909.2ASH 10908.9 909.0911.0910.2CS910.2909.94EBIT TC909.81TC910.1SIGN3231909.5PINE 63232909.4COTTONWOOD 163233909.4OAK 8909.9909.89TC908.8908.1908.6908.6910.6909.2906.3909.46TCCS 909.4CS909.0CS909.3907.2907.1907.23500909.9MAPLE30909.3909.5909.9910.4909.5909.4910.03508910.3MAPLE22910.0908.93511907.8PINE16907.2907.1907.1907.1907.0907.23520907.2SPRUCE12906.8906.93523907.5SPRUCE163524909.1CRAB9909.2 910.4908.8909.4 9 1 0 . 9 909.9910.2 909.9910.9 910.0911.09 1 0 . 2910.7910.4910.0909.9910.4910.6910.3910.5910.7910.8910.8910.7 910.9910.8910.9910.5 910.1909.7910.4910.6910.9910.9916.8FFE3571908.9MAPLE183572908.1MAPLE18908.3907.0EFIREPIT907.2EFIREPIT3578910.7MAPLE34909.8909.4909.3909. 3 911.3910.2909.25TC909.08TC909.05TC909.18TC909.18TC909.3910.0910.3911.2FFE-GAR910.8910.5909.63610910.2CRAB10911.9911.2911.0910.8910.9911.9912.3DOOR-FFE+-910.4 910.9 911.1 910.2910.2 910.9 910.2 911.0910.3909.991 0 . 6 910.1909.9 909.6 909.2909.1909.4910.4 911.3 910.8910.4 909.7910.1 911.6911.0910.0909.3909.14EBIT-TC909.01TCCO909.54SANSVC909.46MHSANHOUSEEXISTINGGARAGEGARAGEHOUSEEXISTINGPERIMETER OFRANDOM DIRT PILESHOUSEEXISTINGGARAGE908.90MHSANSHEDEXISTINGHOUSEEXISTINGGARAGESMALL BLDGON CONCRETEEXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY GRAVEL DRIVEWAY0.60.53.5WEST FACE OFRETAINING WALL ONOR NEAR LOT LINE6.09.1908.97FNDIP3.2FENCE907.1SB#4907.9SB#3907.5SB#2909.2SB#18.37.3 TO FACE OF BRICK LEDGE909.2909.3EDGE OFLANDSCAPING910.7910.8LAT=N045° 11' 32.69"LONG=W093° 06' 52.36"LAT=N045° 11' 33.48"LONG=W093° 06' 51.92"LAT=N045° 11' 34.34"LONG=W093° 06' 52.32"LAT=N045° 11' 34.30"LONG=W093° 06' 51.14"REMNANTS OF OLD GRAVEL AREA.NOW OVERGROWN WITH GRASS.REMOVE GRAVELDRIVEWAYREMOVE FENCEEXISTING SOIL STOCKPILETO BE USED FOR ONSITEGRADINGREMOVEPAVERSREMOVETREE (TYP)GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.DENOTES FENCEDENOTES EXISTING SANITARY SEWERDENOTES EXISTING WATER MAINDENOTES UNDERGROUND ELECTRIC LINEDENOTES UNDERGROUND GAS LINEXXGASEDENOTES UNDERGROUND CABLE LINECBLDENOTES BUILDING SETBACK LINEDENOTES HYDRANTDENOTES GAS METERDENOTES SIGNDENOTES CONCRETE SURFACEDENOTES BITUMINOUS SURFACEDENOTES TELEPHONE PEDESTALDENOTES CABLE PEDESTALDENOTES EXISTING SPOT ELEVATIONDENOTES WELLDENOTES MAILBOXDENOTES FIBER OPTIC BOXDENOTES ELECTRICAL BOXDENOTES EXISTING CONTOURSDENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNITDENOTES CLEAN OUTDENOTES CURB STOPDENOTES SANITARY SEWER MANHOLEX 952.36CECOCSSTWLEGENDDENOTES RETAINING WALLDENOTES PAVER SURFACES:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC1.2Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan 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. REMOVALS PLAN PRELIMINARY24-2164(22" x 34")NORTH1 INCH = 20 FEETHORIZONTAL200102040RCallbefore you dig.below.Know what's HOUSEGARAGE60 EXISTING DRIVEWAY 909.3912.2EXISTING909.1909.2909.1909.0MBOX5CS 907.6911.13212908.9SPRUCE 63217908.8OAK 63218908.9OAK 63219909.2ASH 10CS910.2910.1SIGN3231909.5PINE 63232909.4COTTONWOOD 163233909.4OAK 8CS 909.4CS909.0CS909.33500909.9MAPLE303511907.8PINE163520907.2SPRUCE123523907.5SPRUCE163524909.1CRAB93571908.9MAPLE183572908.1MAPLE183578910.7MAPLE343610910.2CRAB10CO909.54SANSVC909.46MHSANHOUSEEXISTINGGARAGEGARAGEHOUSEEXISTING4,950 S.F.HOUSEEXISTINGGARAGE908.90MHSANSHEDEXISTINGHOUSEEXISTINGGARAGESMALL BLDGON CONCRETEEXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY 0.60.53.5WEST FACE OFRETAINING WALL ONOR NEAR LOT LINE6.09.13.2FENCE8.37.3 TO FACE OF BRICK LEDGE909.2909.3EDGE OFLANDSCAPING910.7910.8REMNANTS OF OLD GRAVEL AREA.NOW OVERGROWN WITH GRASS.EXISTING BOULEVARDTREE TO REMAINNEW BOULEVARD TREE(SEE SPECIES LIST FORSUITABLE TREES)NEW BOULEVARD TREE(SEE SPECIES LIST FORSUITABLE TREES)EXISTING BOULEVARDTREE TO REMAINGENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.DENOTES FENCEDENOTES EXISTING SANITARY SEWERDENOTES EXISTING WATER MAINDENOTES UNDERGROUND ELECTRIC LINEDENOTES UNDERGROUND GAS LINEXXGASEDENOTES UNDERGROUND CABLE LINECBLDENOTES BUILDING SETBACK LINEDENOTES HYDRANTDENOTES GAS METERDENOTES SIGNDENOTES CONCRETE SURFACEDENOTES BITUMINOUS SURFACEDENOTES TELEPHONE PEDESTALDENOTES CABLE PEDESTALDENOTES EXISTING SPOT ELEVATIONDENOTES WELLDENOTES MAILBOXDENOTES FIBER OPTIC BOXDENOTES ELECTRICAL BOXDENOTES EXISTING CONTOURSDENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNITDENOTES CLEAN OUTDENOTES CURB STOPDENOTES SANITARY SEWER MANHOLEX 952.36CECOCSSTWLEGENDDENOTES RETAINING WALLDENOTES PAVER SURFACES:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC1.3Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan 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. LANDSCAPE PLAN PRELIMINARY24-2164(22" x 34")NORTH1 INCH = 20 FEETHORIZONTAL200102040RCallbefore you dig.below.Know what'sBOULEVARD TREE STANDARDS.a.BOULEVARD TREES SHALL BE REQUIRED IN ALL NEW RESIDENTIAL SUBDIVISIONS.b.BOULEVARD TREES ARE REQUIRED AT THE RATE OF ONE TREE PER LOT FRONTAGEFOR SINGLE FAMILY AND TWO-FAMILY LOTS. TOWNHOME AND MULTI-FAMILYPROPERTIES SHALL PROVIDE BOULEVARD TREES AT A RATE OF ONE TREE PER 70LINEAR FEET OF STREET FRONTAGE WHERE PROPERTY FRONTS ANY PUBLICSTREET.c.BOULEVARD TREES SHALL BE PLANTED WITHIN 14 FEET OF THE CURB LINE OR ASOTHERWISE DETERMINED BY THE CITY FORESTER.d.EXISTING TREES MAY BE USED TO FULFILL BOULEVARD TREE STANDARDS AT THECITY'S DISCRETION.e.THE CITY MAY, AT ITS DISCRETION, PURCHASE AND INSTALL THE REQUIREDBOULEVARD TREES. IN SUCH CASE, THE CITY SHALL COLLECT A STANDARD FEEPER TREE. SAID FEE SHALL BE ESTABLISHED BY THE CITY COUNCIL AND BASED ONTHE ESTIMATED MARKET RATE COST TO PURCHASE AND INSTALL TREES WITHINTHE DEVELOPMENT SITE.LANDSCAPING STANDARDSSOD AND GROUND COVERa.SEED MAY BE PROVIDED IN LIEU OF SOD IN ANY OF THE FOLLOWING CASES:a.1.WHERE THE SEED IS APPLIED TO FUTURE EXPANSION AREAS AS SHOWN ONTHE APPROVED PLANS, ORa.2.WHERE THE SEED IS APPLIED ADJACENT TO NATURAL AREAS OR WETLANDS.SEED MIXTURE SHALL BE APPROVED BY THE CITY, ORa.3.FOR SINGLE FAMILY AND TWO FAMILY RESIDENTIAL PROPERTIES, PROPEREROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINEDUNTIL VEGETATION IS ESTABLISHED. SOD MAY BE REQUIRED IN AREASSUBJECT TO EROSION AS DETERMINED BY THE BUILDING OFFICIAL OR CITYENGINEER.b.UNDISTURBED AREAS CONTAINING EXISTING VIABLE NATURAL VEGETATION WHICHCAN BE MAINTAINED FREE OF FOREIGN AND NOXIOUS PLANT MATERIALS.c.AREAS DESIGNATED AS OPEN SPACE OR FUTURE EXPANSION AREAS PROPERLYPLANTED AND MAINTAINED WITH NATIVE GRASSES OR WILD FLOWERS INDIGENOUSTO MINNESOTA. SEED MIXTURE SHALL BE APPROVED BY THE CITY.d.USE OF MULCH MATERIALS SUCH AS BARK, WOOD CHIPS, AND DECORATIVE ROCKIN SUPPORT OF SHRUBS AND FOUNDATION PLANTINGS.e.NATIVE LANDSCAPES IN COMPLIANCE WITH M.S. § 412.925.Large Deciduous Trees:Common Name: Scientific Name:Oak Quercus (all climatic Zone 4b or lessvarieties except Eastern p.worth)Maple Acer (all climatic Zone 4b or lessvarieties)Hackberry (Thornless)Celtis occidentalisBirch Betula (all climatic Zone 3 varieties)Honeylocust (Thornless) Gleditsia tricanthosLinden/Basswood (American and Little Leaf) Tilia (americana)Ginkgo (male tree only) Ginkgo bilobaKentucky Coffee Tree Gymnocladus dioicusDelaware American Elm Ulmus americana “Delaware”Robusta Poplar Populus X robustaNiobe Weeping Willow Salix X blandaHickory (Butternut) Carya cordiformisGinkgo Ginkgo bilobaElm (Disease resistant) Ulmus (Disease resistant varieties)Medium Deciduous Trees:Amur Cork Phellodendron amurenseOhio Buckeye Aesculus glabraSmall Deciduous Trees:Amur Chokecherry Prunus maackiiCrabapple Malus spp.Hawthorn CrataegusIronwood Ostrya virginianaAmerican Hornbeam Carpinus carolinianaEvergreen Trees:Fir Abies (all climatic Zone 3 varieties / Pseudotsuga)Spruce Picea (all climatic Zone 4b or less varieties)Pine Pinus (all climatic Zone 4b or less varieties)Canadian Hemlock Tsuga canadensisEuropean Larch Larix deciduaCedar Cedrus (all climatic Zone 4b or less varieties)Eastern Larch Larix laricina HOUSEGARAGE60 EXISTING DRIVEWAY 909.3912.2EXISTING909.1909.2909.1909.0MBOX5CS 907.6911.1CS910.2910.1SIGNCS 909.4CS909.0CS909.3CO909.54SANSVC909.46MHSANHOUSEEXISTINGGARAGEGARAGEHOUSEEXISTING4,950 S.F.HOUSEEXISTINGGARAGE908.90MHSANSHEDEXISTINGHOUSEEXISTINGGARAGESMALL BLDGON CONCRETEEXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY 0.60.53.5WEST FACE OFRETAINING WALL ONOR NEAR LOT LINE6.09.13.2FENCE8.37.3 TO FACE OF BRICK LEDGE909.2909.3EDGE OFLANDSCAPING910.7910.8REMNANTS OF OLD GRAVEL AREA.NOW OVERGROWN WITH GRASS.RAISE CURB STOP TO MATCH NEWDRIVEWAY GRADE AND PROVIDEFORD A-1 COVERRAISE CURB STOP TO MATCHNEW GROUND ELEVATION(TYP. FOR LOTS 1 AND 4)LOTS 2 THROUGH 4 TO USE EXISTINGSANITARY SEWER AND WATERSERVICES PROVIDED IN LOIS LANEAND ARLO LANEEXISTING HYDRANTEXISTING HYDRANTEXIST SAN MHRE 908.90IE 902.29(NOT FIELD VER.)EXIST 8" PVC SAN.EXIST 8" PVC SAN.EXIST 8" WATERMAINEXIST SAN MHRE 909.46IE 902.35(NOT FIELD VER.)EXIST 8" PVC SAN.EXIST 8" PVC SAN.EXIST 8" WATERMAINGENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.DENOTES FENCEDENOTES EXISTING SANITARY SEWERDENOTES EXISTING WATER MAINDENOTES UNDERGROUND ELECTRIC LINEDENOTES UNDERGROUND GAS LINEXXGASEDENOTES UNDERGROUND CABLE LINECBLDENOTES BUILDING SETBACK LINEDENOTES HYDRANTDENOTES GAS METERDENOTES SIGNDENOTES CONCRETE SURFACEDENOTES BITUMINOUS SURFACEDENOTES TELEPHONE PEDESTALDENOTES CABLE PEDESTALDENOTES EXISTING SPOT ELEVATIONDENOTES WELLDENOTES MAILBOXDENOTES FIBER OPTIC BOXDENOTES ELECTRICAL BOXDENOTES EXISTING CONTOURSDENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNITDENOTES CLEAN OUTDENOTES CURB STOPDENOTES SANITARY SEWER MANHOLEX 952.36CECOCSSTWLEGENDDENOTES RETAINING WALLDENOTES PAVER SURFACES:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC2.1Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan 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. UTILITY PLAN PRELIMINARY24-2164(22" x 34")NORTH1 INCH = 20 FEETHORIZONTAL200102040RCallbefore you dig.below.Know what's S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC3.1Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan 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. DETAILS PRELIMINARY24-2164