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HomeMy WebLinkAbout07/08/2020 P&Z PacketHow to Join the Meeting Phone: Dial 1-312-626-6799 Meeting ID: 8912785 3567 Weblink: hLtps://us02web.zoom.us/j/89127853567 A C-'FNTl A 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: Jun 10, 2020 5. OPEN MIKE 6. ACTION ITEMS CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, July 8, 2020 6:30 p.m. Meeting to be held electronically Pursuant to MN Statute 13D. 021 A. PUBLIC HEARING: Conditional Use Permit Amendment for All Seasons Rental (7932 Lake Drive) B. Nadeau Acres Final Plat C. Poehling Addition Final Plat 7. DISCUSSION ITEMS A. Project Update 8. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : June 10, 2020 TIME STARTED : 6:33 P.M. TIME ENDED : 8:46 P.M. MEMBERS PRESENT : Paul Tralle (Chair), Neil Evenson, Michael Root, Perry Laden, Sue Peacock, Jeff Reinert, Nathan Vojtech MEMBERS ABSENT STAFF PRESENT Michael Grochala, Katie Larsen, Diane Hankee, Janele Waterman The Planning & Zoning Board meeting was held electronically on the Zoom platform as allowed by Minnesota Statue 13D.021. I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:33 p.m. on June 10, 2020. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA The Agenda was approved as presented. IV. APPROVAL OF MINUTES: Ms. Peacock made a MOTION to approve the April 8, 2020 Meeting Minutes. Motion was supported by Mr. Evenson. Motion carried 5-0. Mr. Reinert and Mr. Vojtech abstained. V. OPEN MIKE Chair Tralle declared Open Mike at 6:36 p.m. There was no one present for Open Mike. Ms. Peacock made a MOTION to close Open Mike at 6:37 p.m. Motion was supported by Mr. Evenson. Motion carried 7-0. DRAFT MINUTES Planning & Zoning Board June 10, 2020 Page 2 VI. ACTION ITEMS A. PUBLIC HEARING: Conditional Use Permit for Laborer's Training Center Campus Expansion Ms. Larsen, City Planner, presented the staff report. Laborer's Training Center (LTC) is located at 2350 Main Street. The applicant is proposing to construct a 37,284 sf training facility to the east of the existing facility. A land use application was submitted for a conditional use permit of two or more buildings on the same lot and for site plan review. Staff recommends approval of the conditional use permit and site plan review for Laborer's Training Center. Board Comments Mr. Laden asked how the parking requirement figure is determined. Ms. Larsen explained the figure comes from our zoning ordinance and parking requirements. She further clarified a campus type setting was used to determine the parking calculations since the project functions more as an educational building rather than two industrial buildings. a ` Mr. Laden commented that City staff should review the parking standards for the zoning ordinance. Ms. Peacock questioned if traffic will be coming in from Main Street or from Victor Path. Ms. Larsen clarified traffic will be coming in from Main Street. Victor Path is a private driveway which will be used strictly for emergency access and deliveries. Ms. Peacock inquired if the trees planted on the perimeter will be required to be a certain height. Ms. Larsen stated the trees will need to be at least 6ft in height. Mr. Root questioned if a gate is needed on Victor Path since it will be a private driveway for emergency access and deliveries and if signage could be utilized instead of a gate. Ms. Larsen explained there is a gate on Victor Path currently and the City would like signage to be added as well. Chair Tralle declared the Public Hearing open at 7:00 p.m. DRAFT MINUTES Planning & Zoning Board June 10, 2020 Page 3 There were no public comments. Mr. Laden made a MOTION to close the Public Hearing at 7:02 p.m. Motion was supported by Mr. Evenson. Motion carried 7-0. Mr. Reinert made a MOTION to recommend approval of the conditional use permit and site plan review for Laborer's Training Center. Motion was supported by Mr. Root. Motion carried 7-0. B. Lyngblomsten at Lino Lakes Addition PUD Final Plan/Final Plat Ms. Larsen, City Planner, presented the staff report. The applicant, Lyngblomsten at Lino Lakes, LLC has submitted a land use application for PUD Final Plan/Final Plat for development of Phase 1, the senior living community. Future PUD Final Plans/Final Plats will be required for development of the future commercial phases. Staff recommends approval of the PUD Final Plan/Final Plat for Lyngblomsten at Lino Lakes Addition. Board Comments Mr. Evenson asked what the maximum height of the building can be. Ms. Larsen explained the ordinance and resolution allow the greater of four stories or 45 ft. plus the parapet. She further clarified a development could have four stories at 46.5 ft. plus a 4 ft. parapet. Mr. Evenson questioned if there is a maximum height of four stories. Ms. Larsen stated there is no maximum height of four stories. Mr. Laden commented he would prefer Lyngblomsten increase the size of the parapet. Mr. Evenson and Mr. Reinert concurred with Mr. Laden's statement. Mr. Evenson specified he would prefer to see three color pallets on the exterior of the townhomes instead of the two proposed color pallets in order to have more differentiation in the neighborhood. Mr. Evenson inquired if the future development of Outlot C would be reviewed by the Planning and Zoning Board. Ms. Larsen clarified Outlot C would be review by the Planning and Zoning Board, however, the restaurant on Lot 2 would reviewed by City staff. DRAFT MINUTES Planning & Zoning Board June 10, 2020 Page 4 Mr. Evenson stated he would prefer the Planning and Zoning Board review Lot 2 since it will be a focal point of the City. Ms. Larsen remarked City staff can add within the PUD component that any significant site plan review needs to be reviewed by the Planning and Zoning Board. Mr. Root agreed with Mr. Laden's comment about increasing the height of the parapet. He also agreed with Mr. Evenson's statement regarding adding more color pallets to the exterior of the townhomes. Mr. Root said the original plan and its architecture had more interest and differentiation between different sections of the building. He specified the original design also had more windows and less balconies than the new design and overall, he preferred the original design. In regards to the building signage, Mr. Root stated the monument sign would be sufficient and he preferred Lyngblomsten not add the signage to the sides of the building because it detracts from the overall design. Mr. Reinert asked if the townhomes have access to the main building and its facilities. Ms. Larsen explained the townhome residents and the public in general have access to the main buildings' facilities. Mr. Reinert inquired how much of the $375,000 for park dedication would be left over after the trail construction is complete. Ms. Hankee, City Engineer, clarified if the trail is extended to Woodridge Lane the trail construction would be approximately $50,000. Mr. Reinert questioned where the remaining $325,000 would be applied. Ms. Larsen commented Rick DeGardner, Public Services Director, had been working on a plan to apply the funds toward Woods of Baldwin Lake Park. Mr. Reinert wondered due to COVID-19, will the structure of and activities in senior housing facilities need to change going forward. Furthermore, he asked if Lyngblomsten was still optimistic about the project. Judd Fenlon, from Grand Real Estate Advisors representing Lyngblomsten, explained they are optimistic the markets will rebound and demand will continue for the foreseeable future with the aging of our population. In the meantime, Lyngblomsten would like to continue working with City staff so that when the market reemerges they will be ready to break ground. Mr. Reinert asked if a gateway sign would be included in the buildout of the corner. Ms. Larsen replied yes, a gateway sign would be included, however, there is not a final design for the gateway at this time. DRAFT MINUTES Planning & Zoning Board June 10, 2020 Page 5 Mr. Vojtech inquired, since the amenities were moved from the clubhouse to the main building, is there any plan to relocate the gardens. Ms. Larsen stated there was not any plan to relocate the gardens as part of the final plan. She clarified even if it is not on the site plan, we are not opposed to Lyngblomsten relocating the gardens if they are able to find a location to do so. Mr. Vojtech questioned if the townhomes will be for sale or leased. Ms. Larsen explained the townhomes will be owned and maintained by Lyngblomsten, therefore, they will be leased homes. Mr. Vojtech agreed with earlier comments regarding the use of more color pallets on the exterior. He preferred three, four, or five color pallets be proposed to help differentiate buildings. Mr. Fenlon reiterated he would inform the design team of the board's comments regarding the height of the parapet and color scheme changes. Regarding the exterior signage, he stated it is important the building be branded and identifiable from the major street frontage, but he would work closely with Lyngblomsten concerning the board's comments on the exterior signage. Mr. Root asked if the exterior signage was additional to the monument sign. Mr. Fenlon replied it is common practice of a campus type project to have a monument sign as well as building signage. Nonetheless, he would bring the comments back to the design team and look for alternative ways to accomplish the branding component. Mr. Root stated the original design of the project was great, however, the current changes to the exterior of the building are inconsistent with previous board approvals. Mr. Tralle commented on the height of the parapet. He specified with air units being placed on the rooftop and with workers occasionally being on the roof, the 2ft. parapet is not a safe height. He stated he would be in favor of raising the parapet. He also explained he would be okay with the signage on the corner of the building if it was just on the east side. He also preferred Lot 2 be reviewed by the Planning and Zoning Board. Ms. Peacock explained she was disappointed to hear the garden was removed. Furthermore, she stated many of the changes to the site plan were not good changes. She expressed concern with the artic white signage and clarified that a product be used that does not rust or look dirty. Ms. Peacock asked if the lining up of the road with Hodgson Road and Ash Street will be addressed. DRAFT MINUTES Planning & Zoning Board June 10, 2020 Page 6 Ms. Larsen explained one of the options that is being prepared by SEH is Hodgson Road would be lined up and the offset would be shifted. There is a greater expense for this option, but the City and both counties have been reviewing alternatives. Mr. Tralle exclaimed Lyngblomsten should take the board's suggestions and return with a taller parapet and different colors. He stated the board was not ready to vote on Lygnblomsten's final plan and final plat. Mr. Reinert and Mr. Root agreed with Mr. Tralle's statement to postpone the vote. Public Comments Mike Witham, 211 Woodridge Lane, commented that if a fast food restaurant is built on the corner, he would hope Lyngblomsten would incorporate someplace into it so it is not located on the western side next to the residential homes. He also asked if someone could clarify the increase in square footage from 128,000 sq. ft. to 147,000 sq. ft. Lastly, he expressed concern regarding the trash compactors and generators being stored outside due to noise as well as overall aesthetics and possible smell. Ms. Larsen stated any drive thru component requires a Conditional Use Permit, therefore, there would be an opportunity for a public hearing and we can also suggest to locate the building as far east as possible. Tu-Ahn Bui Johnson, from Wold Architects and Engineers, addressed Mr. Witham's question by stating more units were added and some of the amenities and spaces such as the pool area were enlarged. These changes are why the square footage was increased. Mr. Grochala commented the increase in square footage is not necessarily shown in the footprint, but across several different stories. He further clarified increases in the basement, the front entrance area, the pool area, and additional square footage throughout the second floor and possibly the third floor account for the additional square footage. Ms. Larsen explained the footprint and floor plan differences will be clarified and finalized. She also specified the trash compactors, generators, and dumpsters will be below grade along with a fence and landscaping. Mr. Grochala clarified, although the Master Plan says the trash compactors, generators, and dumpsters must be inside the building, if the board would like to allow Lyngblomsten to place the items outside being that the area is screened and below grade, a recommendation can be made to City Council that it is acceptable as proposed. Mr. Reinert asked if it would be possible to place some of the items inside and some outside of the building. Mr. Fenlon explained there is additional dumpster capacity within the building and outside of the building, however, to incorporate more storage space for the generators, DRAFT MINUTES Planning & Zoning Board June 10, 2020 Page 7 trash compactors, and dumpster inside the building would add significant cost. He reiterated being that the items will be below grade, there would be minimal to no impact to individuals utilizing the walking trails and bike paths. Mr. Tralle asked if the trash area will be buffeted by the building wing. Ms. Larsen clarified the trash area will eventually be buffeted by the building as the building wing is a future construction project. Mr. Tralle stated he did not have a problem with the trash area being located outside of the building since it will be below grade. Mr. Reinert made a MOTION to postpone the approval of the PUD Final Plan/Final Plat for Lyngblomsten at Lino Lakes Addition. Motion was supported by Mr. Root. Motion carried 7-0. VII. DISCUSSION ITEMS A. Proiect Updates Staff provided verbal updates to the Board on current City projects. VIII. ADJOURNMENT Ms. Peacock made a MOTION to adjourn the meeting at 8:46 p.m. Motion was supported by Mr. Evenson. Motion carried 7-0. Respectfully submitted, Janele Waterman, Administrative Assistant DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: P & Z MEETING DATE Katie Larsen, City Planner July 8, 2020 REQUEST: PUBLIC HEARING: Conditional Use Permit Amendment for All Seasons Rental (7932 Lake Drive) CASE NUMBER: APPLICANT: OWNER: REVIEW DEADLINE: CU2020-003 Scott & Shelly Carlson 7932 Lake Drive Lino Lakes, MN 55014 Same Complete Application Date: June 25, 2020 60-Day Review Deadline: August 24, 2020 Environmental Board Meeting: NA Park Board Meeting: N/A Planning & Zoning Board Meeting: July 8, 2020 Tentative City Council Work Session: July 27, 2020 Tentative City Council Meeting: July 27, 2020 BACKGROUND The applicants, Scott and Shelly Carlson, own All Seasons Rental located at 7932 Lake Drive. They are requesting an amendment to the conditional use permit to allow for outdoor storage of rental equipment. This staff report is based on the following information: • Original Site Plan prepared by Roshell Engineering, Inc. dated December 18, 2018 • Revised Site Plan prepared by All Seasons Rental dated June 25, 2020 1 ANALYSIS On August 14, 2017, the City Council approved Resolution No. 17-81 approving conditional use permits (CUP) for commercial planned unit development and small engine and boat repair for All Seasons Rental. Theses conditional use permits were related to the construction of a new 7,740 sf commercial building and 1,041 sf accessory structure. Site and building plan review was also completed as part of the project. The parcel is zoned GB, General Business. Per Resolution No. 17-81: Findings of Fact • Section 1007.112(8)0) Planned unit development — commercial including shopping centers regulated by § 1007.024 of this Ordinance. Per Section 1007.024(5) Commercial or Industrial Planned Unit Development, CUP Requirements. (a) Purpose. It is the intent of this section to further the directives of § 1007.001 and establish special requirements for the granting of a conditional use permit to allow flexibility from the strict provisions of this Ordinance in regard to multiple buildings, shared access/ parking, parking supply reductions, internal setbacks, etc. The development proposes a 7,740 sf principal commercial building and a 1, 040 sf accessory storage building. Commercially zoned districts are only allowed one (1) 400 sf accessory structure. A Conditional Use Permit for a commercial Planned Unit Development would allow for the larger 1, 040 sf accessory storage building to securely store rental equipment and eliminate the need for excess outdoor storage. • Section 1007.112(8)(m) Small engine and boat repair provided that: 5. No outside storage, repair or sales except in compliance with § 1007.112 (7)(f) or § 1007.112 (8)(i) of this Ordinance shall be allowed. There will be no permanent outside storage, repair or sales. Outside display items or equipment may only be displayed during business hours on the sidewalks along the west and south side of the building. All items shall be brought inside on a daily basis. 6. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. An amendment to the conditional use permit shall be required for modifications to the site and development plans. W Per Resolution 17-81: Conditions of Approval The resolution details the following conditions of approval: 1. Outside services, sales, and equipment rental may be located in the designated display area as shown on Plan Sheet AI. P anytime day or night. 2. Outside services, sales, and equipment rental may be displayed during business hours in the north 6 parking stalls along CSAH 23/Lake Drive. 3. Outside services, sales, and equipment rental may be temporarily staged in the north 6 parking stalls along CSAH 23/Lake Drive as needed for customer pick-up. 4. Outside services, sales, and equipment rental may be displayed on the sidewalks along the west and south side of the building during business hours. 5. Handicap accessibility on the sidewalks shall be maintained at all times in accordance with the Minnesota State Building/Accessibility Code. 6. Rental trucks and rental trailers (e.g. Penske, U Haul, etc.) shall be parked in the parking stalls along CSAH 23/Lake Drive. 7. No additional accessory structures (permanent or temporary) shall be allowed without an amendment to the conditional use permit. aft should be noted that Sheet A1.1 was revised to the Site Plan prepared by Roshell Engineering, LLC dated December 18, 2018 as required by Resolution No. 17-81. Outside Services, Sales and Equipment Rental Outside services, sales and equipment rental are permitted accessory uses in the GB, General Business District. Per Section 1007.112(7)(f), Outside services, sales, and equipment rental accessory to the principal use and limited in area to twenty-five (25) percent of the gross floor area of the principal building. o 7,740sf gross floor area of principal building x 25% = 1,935 sf total allowed On the approved Site Plan prepared by Roshell Engineering, LLC dated December 18, 2018 an approximate 1,400 sf "Equipment Display Area" to the west of the building was designated. It was staff s understanding this would be the only location rental equipment would be stored. It should also be noted that open and outdoor storage is not allowed in business zoning districts. It is only allowed in industrial districts with an approved conditional use permit. Project Closeout and Conditional Use Permit Compliance The applicant recently requested closeout of the project. Staff noted the current outdoor storage of rental equipment and other items were not compliant with the approved conditional use permits. The applicant misunderstood the outdoor services, sales and equipment rental requirements and needs the ability to store rental equipment in the rear yard. Equipment and items have been stored outside on site dating as far back as 2005 as seen on aerial maps. Staff proposes amending the conditional use permits to allow for outdoor storage of only items related to outside services, sales and equipment rental accessory to the principal use. These storage areas are shown on the revised Site Plan prepared by All Seasons Rental dated June 25, 2020. Staff recommends using the conditional use permit criteria of the City's LI, Light Industrial Zoning District (Section 1007.120(9)(e) as a baseline for the proposed open and outdoor storage. (e) Open and outdoor storage (not outdoor sales lots) as an accessory use provided that: 1. The designated storage area shall comply with all building setback requirements for the district. Outside storage is prohibited between the principal structure and any public right-of-way. The proposed open and outdoor storage area meets the 40 ft building setback along CSAH 23 (Lake Drive), 30 ft building setback along Kelly Street, the 35 ft building setback along the east lot line and the 10 ft building setback from the north lot line. The Equipment Display Area on the west side of the principal building may be used for outside services, sales and equipment rental. 2. The storage area is landscaped and screened from view of adjacent uses and public rights -of -way via a fence and greenbelt planting strip, in accordance with § 1007.043 (17)(f) of this Ordinance. The open and outdoor storage area is screened along the north lot line with a 6ft chain link fence with slats, along the east lot line with a 7ft cedar privacy fence and landscaping and along Kelly Street with the new building and landscaping. Per Resolution No. 17-81, the security chain link fence with slats along the north lot line shall be replaced with privacy screen fence within 5 years of final plat approval (January 2023). The open and outdoor storage area is not screened along CSAH 23 (Lake Drive). A 4 ft chain link fence exists. Staff requests the Planning & Zoning Board input regarding the need for screening. Chain link fences with slats are prohibited for screening. 3. The entire storage area is fenced and secured in an appropriate manner. The entire area is fenced and secured. al 4. The storage area is blacktopped or concrete surfaced, unless an alternative wear -resistant material is determined by the City Engineer to be suitable to control dust and drainage and is specifically approved by the City Council. Per the Resolution No. 18-03 and the Development Agreement, the rear yard was allowed to use bituminous recycle millings for up to 5 years from final plat approval. The rear yard shall be surfaced with bituminous asphalt or concrete by January 2023. 5. The storage area does not take up parking space or loading space as required for conformity to this Ordinance and is not located in the front yard. The Equipment Display Area as shown on the revised Site Plan prepared by All Seasons Rental dated June 25, 2020 is allowed to remain. 6. The property shall not abut I-35W or I-35E. The property does not abut 1-35W or I-35E. 7. The ratio of storage area to building footprint shall not exceed 2.5:1. 2.5 x 7, 740sf building footprint = 19,350 sf storage area allowed. The proposed outdoor storage area as shown on the attached June 25, 2020, Outdoor Storage Area is approximately 6, 000 sf. The Equipment Display Area (west of the building) is approximately 1,400 sf. Both areas combined are less than the allowed 19,350 sf. 8. All parking, loading and truck staging activities shall occur on site. On - street parking and loading associated with the use is prohibited. No on -street parking is proposed. 9. Storage shall not include material considered hazardous under Federal or State Environmental Law. No additional comment. Findings of Fact Conditional Use Permits Staff recommends the following amendment to Resolution No. 17-81. Stfile though text is deleted and underlined text is added. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. All Seasons Rental and outdoor rental equipment stora eg area are consistent with the official City Comprehensive Plan. The parcels are guided commercial and the retail rental business is consistent with that land use. The development is also consistent with the goals and policies of the comprehensive plan in regards to resource management, transportation, utilities and local water management plan. 2. The proposed development application is compatible with present and future land uses of the area. All Seasons Rental and outdoor rental equipment stora e� are compatible with present and future land uses of the area. Land uses surrounding the subject site are guided for commercial development, mixed use and residential. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. All Seasons Rental and outdoor rental equipment stora eg area conforms will all performance standards as detailed in this staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. C� b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. Traffic generated by All Seasons Rental and outdoor rental equipment storage area are within capabilities of the streets serving the property. CSAH 23/Lake Drive is a minor arterial reliever street. Kelly Street is a local street. 5. The proposed development shall be served with adequate and safe water supply. All Seasons Rental and outdoor rental equipment stora e� will have an adequate water supply. A 12 " DIP watermain along Kelly Street will serve the development. The City's water system has capacity to accommodate the commercial development. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. 7 All Seasons Rental and outdoor rental equipment stora eg area will be served with an adequate waste disposal system. The development is within the current Utility Staging Area 1 A= 2008-201 S and will be served by an 8 " PVC sewer main along Kelly Street. The sanitary sewer system has capacity to accommodate the commercial development. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. All Seasons Rental and outdoor rental equipment stora e� are an allowed use within the GB, General Business District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards must also be met: 0) Planned unit development— commercial including shopping centers regulated by § 1007.024 of this Ordinance. Per Section 1007.024(5) Commercial or Industrial Planned Unit Development, CUP Requirements. (a) Purpose. It is the intent of this section to further the directives of § 1007.001 and establish special requirements for the granting of a conditional use permit to allow flexibility from the strict provisions of this Ordinance in regard to multiple buildings, shared access/ parking, parking supply reductions, internal setbacks, etc. The development proposes a 7,740 sf principal commercial building, outdoor rental equipment stora e� and a 1, 040 sf accessory storage building. Commercially zoned districts are only allowed one (1) 400 sf accessory structure. A Conditional Use Permit for a commercial Planned Unit Development would allow for the larger 1,040 sf accessory storage building to securely store rental equipment. and eliminate N. The Conditional Use Permit Amendment will allow for the outdoor storage of items only related to outside services, sales and equipment rental accessory to the principal use. (b) Standards. 1. Open Space. a. The PUD design will result in greater landscaped pervious area than the base zoning district standard. The GB, General Business District allows for 75% impervious surface coverage. The new development proposes only 64% impervious surface coverage. The open space is landscaped with sod, trees and/or shrubs. The area proposed for outdoor storage is part of the 64% impervious surface area calculations. There is no change in the amount of open space. b. The PUD design will result in the protection of important natural features (e.g., wetlands, significant trees, water courses, slopes over twelve (12) percent). There are no important natural features on site. C. The PUD design will include extensive landscaping with an emphasis on streetscape, site entrances, and the perimeter of the building. The landscape plan provides canopy cover, open space and foundation plantings along Lake Drive, Kelly Street and around the perimeter of the building. 2. Architectural Guidelines. Commercial and industrial buildings shall comply with design standards of § 1007.043 (2)(d) of this Ordinance. As detailed in the July 12, 2017 Planning & Zoning staff report and Site Plan Review Worksheet, the main commercial building complies with the design standards. The accessory storage building will be allowed to have lap residential steel siding with a defined brick base per Planned Unit Development flexibility. (m) Small engine and boat repair provided that: 7. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right-of- way and shall be in compliance with § 1007.043 (6) of this Ordinance. A photometric plan has been submitted and complies with performance standards. 9 8. At the boundaries of a residential district, a strip of not less than five (5) feet shall be landscaped and screened in compliance with §1007.043 (17) of this Ordinance. A 30-40 foot landscape strip and buffer are provided along the east property line abutting the residential district. 9. Vehicular access points shall create a minimum of conflict with through traffic movement and shall comply with § 1007.044 of this Ordinance and shall be subject to the approval of the City Engineer. All Seasons Rental and outdoor storage does not change the level of service along CSAH 23/Lake Drive or Kelly Street. Delivery vehicles will egress/ingress onto CSAH 23/Lake Drive. Customer traffic will egress/ingress onto Kelly Street then immediately onto CSAH 23/Lake Drive. CSAH 23/Lake Drive is an "A " minor reliever road and has capacity to handle existing traffic volumes created by the development. 10. Provisions are made to control and reduce noise. A 30-40 foot landscape strip and buffer are provided along the east property line abutting the residential district. 11. No outside storage, repair or sales except in compliance with § 1007.112 (7)(f) or § 1007.112 (8)(i) of this Ordinance shall be allowed. There will be no pepmanent eui*si e t rage a'-&. Outside display items or equipment may only be displayed during business hours on the sidewalks along the west and south side of the building. All items shall be brought inside on a daily basis. Outside services, sales and equipment rental may be displayed in the "Equipment Display Area " shown on the Revised Site Plan prepared by All Seasons Rental dated June 25, 2020. Outside services. sales and equipment rental is allowed in the rear vard as shown on the Revised Site Plan prepared by All Seasons Rental dated June 25, 2020. The Conditional Use Permit Amendment allows for the outdoor storage of items only related to outside services, sales and equipment rental accessory to the principal use. 12. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. An amendment to the conditional use permit shall be required for modifications to the site and development plans. 10 Outdoor rental equipment storage is allowed per the conditional use permit amendment subiect to the conditions noted below. Planning& Zoning Board Input Staff requests input from the Planning & Zoning Board on the following items: 1. Should additional screening be required along CSAH 23 (Lake Drive)? RECOMMENDATION Staff recommends approval of the conditional use permit amendment for All Seasons Rental with the following conditions: display area as shown on Plan Sheet A!. I an�4ime day E)r- nigl#-. > sales, and eqtfipment rental may be displayed &fing btisiness- > sales, nofth 6 r.,,.king stalls long rc n 14 23 iT ake Drive as needed f r , ,st,,,., of riek up. 4. The Conditional Use Permit Amendment allows for the outdoor storage of items only related to outside services, sales and equipment rental accessory to the principal use. 5. The outdoor storage of items not related to outside services, sales and equipment rental accessory to the principal use is not allowed. 6. Outside services, sales and equipment rental is allowed in the "Equipment DisplaX Area" shown on the Revised Site Plan prepared by All Seasons Rental dated June 25, 2020. 7. Outside services, sales and equipment rental is allowed in the rear yard as shown on the Revised Site Plan prepared by All Seasons Rental dated June 25, 2020. 8. Outside services, sales, and equipment rental may be displayed on the sidewalks along the west and south side of the building during business hours. 9. Handicap accessibility on the sidewalks shall be maintained at all times in accordance with the Minnesota State Building/Accessibility Code. 10. Rental trucks and rental trailers (e.g. Penske, U Haul, etc.) shall be parked in the parking stalls along CSAH 23/Lake Drive. 11. No additional accessory structures (permanent or temporary) shall be allowed without an amendment to the conditional use permit. 12. The private well shall be properly sealed unless it is going to be used for irrigation. 13. The septic system shall be property abandoned. 14. The existing -7 6 foot high security chain link fence with slats along the north property line shall be well maintained. a. The owner may choose to remove the barb wire. b. The security chain link fence with slats shall be replaced with privacy screen fence within 5 years of final plat approval. 11 c. Landscaping shrubs and trees are not required along this section of fence along the north lot line. 15. A minimum 6 foot high screen fence with required landscape plantings shall be maintained on the east side of the property. 16. The fence along CSAH 23/Lake Drive may by constructed in the location as depicted on Plan Sheet Al. I to accommodate the drive aisles and gate structures. 17. The ready mix operation batch equipment and related rental equipment and mated materials located in the northeast corner of the site are permitted. 18. Twenty (20) ft wide emergency access lanes between outdoor storage rental equipment, trailers, buildings etc. shall be provided at all times ATTACHMENTS 1. Resolution No. 17-81 2. Original Site Plan prepared by Roshell Engineering, Inc. dated December 18, 2018 3. Revised Site Plan prepared by All Seasons Rental dated June 25, 2020 12 CITY OF LINO LAKES RESOLUTION NO. 17-81 RESOLUTION APPROVING CONDITIONAL USE PERMITS FOR ALL SEASONS RENTAL/SS PROPERTIES ADDITION (7932 LAKE DRIVE) WHEREAS, the City received an application for conditional use permits for commercial planned unit development and small engine and boat repair for All Seasons Rental located at 7932 Lake Drive and hereafter referred to as "Development"; and WHEREAS, the property is zoned GB, General Business and allows for such uses with a conditional use permit; and WHEREAS, the legal description of the subject property is: PARCEL A: That part of the North 135.00 feet of the west 248.50 -feet of the South Half of the Northwest Quarter of the Northwest Quarter of Section 9, Township 31, Range 22, Anoka County, Minnesota, lying easterly of State Trunk Highway No. 8, except that part taken for road, according to the United States Government Survey thereof, Anoka County, Minnesota. AND PARCEL B: The North 135.00 feet of the east 80 feet of the west 328.50 feet of the South Half of the Northwest Quarter of the Northwest Quarter, Section 9, Township 31, Range 22, Anoka County, Minnesota. . F Lot 1, Block 1, PINE GLEN, Anoka County, Minnesota. AND All that part of Lot 5 AUDITOR'S SUBDIVISION NO. 100, Anoka County, Minnesota, described as follows: Beginning at the most Northerly corner of said Lot 5; thence Southerly on the East line of said Lot 5, 88.62 feet; thence Westerly at right angles, 46.34 feet, more or less, to the Northwesterly line of said Lot 5 (being the Southeasterly right of way line of old Highway 8, now County State Aid Highway No. 23); thence Northeasterly along said Northwesterly line to the point of beginning, except Parcel 39, Anoka County Highway Right -of -Way Plat No. 17, Anoka County, Minnesota.; and WHEREAS, the City Council approved Resolution No. 17-80 for preliminary plat of SS Properties Addition, and WHEREAS, City staff has completed a review of the proposed "Development" based on the following plans: 04/17/2017: Storm Calculations, prepared by Roshell Engineering 04/14/2017: Soil Borings, prepared by Northern Technologies, LLC 01/12/2017: Site Development Plan, prepared by Jamb Architects 04/07/2017: Existing Conditions -Certificate of Survey, prepared by E.G. Rud & Son, Inc. 04/12/2017: Certificate of Survey -Resource Inventory, prepared by E.G. Rud & Son, Inc. 04/12/2017: Preliminary Plat, prepared by E.G. Rud & Son, Inc. 05/08/2017: Site, Grading, and Drainage Plan, prepared by Roshell Engineering, LLC 05/04/2017: Detail, prepared by Roshell Engineering, LLC 03/31/2017: SWPPP, prepared by Roshell Engineering, LLC 01/12/2017: Floor Plans, prepared by Jamb Architects 01/12/2017: Elevations, prepared by Jamb Architects 01/12/2017: Landscaping Plan, prepared by Jamb Architects 06/13/2017: Color renderings; and WHEREAS, a public hearing was held before the Planning & Zoning Board on July 12, 2017, and the Board recommended approval of the conditional use permits. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following: FINDINGS OF FACT 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. All Seasons Rental is consistent with the official City Comprehensive Plan. The parcels are guided commercial and the retail rental business is consistent with that land use. The development is also consistent with the goals and policies of the comprehensive plan in regards to resource management, transportation, utilities and local water management plan. 2. The proposed development application is compatible with present and future land uses of the area. All Seasons Rental is compatible with present and future land uses of the area. Land uses surrounding the subject site are guided for commercial development, mixed use and residential. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. All Seasons Rental conforms will all performance standards as detailed in the July 12, 2017 Planning & Zoning staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. Traffic generated by All Seasons Rental is within capabilities of the streets serving the property. CSAH 23/Lake Drive is a minor arterial reliever street. Kelly Street is a local street. 5. The proposed development shall be served with adequate and safe water supply. All Seasons Rental will have an adequate water supply. A 12 " DIP watermain along Kelly Street will serve the development. The City's water system has capacity to accommodate the commercial development. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. All Seasons Rental will be served with an adequate waste disposal system. The development is within the current Utility Staging Area IA=2008-2015 and will be served by an 8 " PVC sewer main along Kelly Street. The sanitary sewer system has capacity to accommodate the commercial development. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No Cityfunds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. All Seasons Rental is an allowed use within the GB, General Business District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the administrative requirements of a conditional use permit, the following specific performance standards are also being met: • Section 1007.112(8)0) Planned unit development — commercial including shopping centers regulated by § 1007.024 of this Ordinance. Per Section 1007.024(5) Commercial or Industrial Planned Unit Development, CUP Requirements. (a) Purpose. It is the intent of this section to further the directives of § 1007.001 and establish special requirements for the granting of a conditional use permit to allow flexibility from the strict provisions of this Ordinance in regard to multiple buildings, shared access/ parking, parking supply reductions, internal setbacks, etc. The development proposes a 7,740 sf principal commercial building and a 1, 040 sf accessory storage building. Commercially zoned districts are only allowed one (1) 400 sf accessory structure. A Conditional Use Permit for a commercial Planned Unit Development would allow for the larger 1, 040 sf accessory storage building to securely store rental equipment and eliminate the need for excess outdoor storage. (b) Standards. Open Space. a. The PUD design will result in greater landscaped pervious area than the base zoning district standard. The GB, General Business District allows for 75% impervious surface coverage. The new development proposes only 64% impervious surface coverage. The open space is landscaped with sod, trees and/or shrubs. b. The PUD design will result in the protection of important natural features (e.g., wetlands, significant trees, water courses, slopes over twelve (12) percent). There are no important natural features on site. C. The PUD design will include extensive landscaping with an emphasis on streetscape, site entrances, and the perimeter of the building. The landscape plan provides canopy cover, open space and foundation plantings along Lake Drive, Kelly Street and around the perimeter of the building. 2. Architectural Guidelines. Commercial and industrial buildings shall comply with design standards of § 1007.043 (2)(d) of this Ordinance. As detailed in the July 12, 2017 Planning & Zoning staff report and Site Plan Review Worksheet, the main commercial building complies with the design standards. The 5 accessory storage building will be allowed to have lap residential steel siding with a defined brick base per Planned Unit Development flexibility. • Section 1007.112(8)(m) Small engine and boat repair provided that: 1. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right-of- way and shall be in compliance with § 1007.043 (6) of this Ordinance. A photometric plan has been submitted but revisions are required to verify compliance. 2. At the boundaries of a residential district, a strip of not less than five (5) feet shall be landscaped and screened in compliance with §1007.043 (17) of this Ordinance. A 30-40 foot landscape strip and buffer are provided along the east property line abutting the residential district. 3. Vehicular access points shall create a minimum of conflict with through traffic movement and shall comply with §1007.044 of this Ordinance and shall be subject to the approval of the City Engineer. All Seasons Rental does not change the level of service along CSAH 23/Lake Drive or Kelly Street. Delivery vehicles will egress/ingress onto CSAH 23/Lake Drive. Customer traffic will egress/ingress onto Kelly Street then immediately onto CSAH 23/Lake Drive. CSAH 23/Lake Drive is an "A " minor reliever road and has capacity to handle existing traffic volumes created by the development. 4. Provisions are made to control and reduce noise. A 30-40 foot landscape strip and buffer are provided along the east property line abutting the residential district. 5. No outside storage, repair or sales except in compliance with § 1007.112 (7)(f) or § 1007.112 (8)(i) of this Ordinance shall be allowed. There will be no permanent outside storage, repair or sales. Outside display items or equipment may only be displayed during business hours on the sidewalks along the west and south side of the building. All items shall be brought inside on a daily basis. 6. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. An amendment to the conditional use permit shall be required for modifications to the site and development plans. BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby approves the conditional use permits for commercial planned unit development and small engine and boat repair for All Seasons Rental located at 7932 Lake Drive subject to the following conditions: 1. Outside services, sales, and equipment rental may be located in the designated display area as shown on Plan Sheet A1.1 anytime day or night. 2. Outside services, sales, and equipment rental may be displayed during business hours in the north 6 parking stalls along CSAH 23/Lake Drive. 3. Outside services, sales, and equipment rental may be temporarily staged in the north 6 parking stalls along CSAH 23/Lake Drive as needed for customer pick-up. 4. Outside services, sales, and equipment rental may be displayed on the sidewalks along the west and south side of the building during business hours. 5. Handicap accessibility on the sidewalks shall be maintained at all times in accordance with the Minnesota State Building/Accessibility Code. 6. Rental trucks and rental trailers (e.g. Penske, U Haul, etc.) shall be parked in the parking stalls along CSAH 23/Lake Drive. 7. No additional accessory structures (permanent or temporary) shall be allowed without an amendment to the conditional use permit. 8. The private well shall be properly sealed unless it is going to be used for irrigation. 9. The septic system shall be property abandoned. 10. The existing 7 foot high security chain link fence with slats along the north property line shall be well maintained. a. The owner may choose to remove the barb wire. b. The security chain link fence with slats shall be replaced with privacy screen fence within 5 years of final plat approval. c. Landscaping shrubs and trees are not required along this section of fence along the north lot line. 11. A minimum 6 foot high screen fence with required landscape plantings shall be maintained on the east side of the property. 12. The fence along CSAH 23/Lake Drive may by constructed in the location as depicted on Plan Sheet Al.1 to accommodate the drive aisles and gate structures. 13. The ready mix operation batch equipment, rental equipment and related materials are permitted. BE IT FURTHER RESOLVED by the City Council of the City of Lino lakes hereby approves the conditional use permits subject to the following requirements: 1. All comments from the City Engineer letter dated July 6, 2017 shall be addressed. 2. All comments from the Environmental Coordinator letter dated August 8, 2017 shall be addressed. 3. Revisions to Plan Sheet ALL: a. Clearly show the designated display area and that the area is less than 25% of the gross floor area of the principal building. b. A minimum 6 foot high landscape screen is required along the east property line abutting the residential property. The proposed 7 foot high screen fence needs to be offset from the property line and have plantings on the residential side per Section 1007.043(17)(f). i. Staff suggests the screen fence proposed on the east side of the stormwater pond be removed and the proposed 7 foot security fence on the west side of the stormwater pond be a screen fence. ii. The screen fence along the east property line cannot extend closer than 30 feet to the property line along Kelly Street. c. All driveways and parking lot areas shall be paved. This includes the north portion of the development near the accessory storage building. d. A minimum 5 foot wide sidewalk shall be installed along the west and south elevations of the building. e. Gate on trash enclosure cannot be chain link and shall be a minimum of 80% opaqueness. f. Plan sheet shows the accessory storage building as 40 ft x 25 ft (1,000 s.f.) but the detailed specifications indicate 40 ft x 26 ft (1,040 s.£). Plans shall be revised accordingly. g. Details for all proposed fencing shall be provided. 4. Revisions to Sheet A2.1: a. Plan sheet shall include the square footage of each area on the plan sheet. 5. Revisions to Sheet A3.1: a. Exterior material square footage and percent shall be included on plan sheet. b. Height of building and accessory storage building and measurements shall be included on plan sheet. c. Mechanical equipment location and screening details shall be provided. d. The east and west elevations shall be properly labeled. 6. Accessory Storage Building: a. The 40 inch wainscot base shall be brick to match the main building. 7. A color and material palette for both the principal and accessory storage building shall be provided. 8. Revisions to Sheet CO Site, Grading and Drainage Plan: a. Trail easement along Lake Drive shall be shown to provide adequate room for a future trail. b. Plan shall clearly show all parking lot areas, driveways and drive aisles as paved bituminous or concrete surface. 9. Revisions to Sheet LS 1.1 and LS 1.2 Landscape Plan: a. All calculations shall be shown on the plan set. b. Canopy Coverage: i. The chart from Section 1007.043(17)(c)3 shall be completed and shown on plan sheet. ii. Vehicle Hardscape area shall include required paved drive lanes on north portion of property. c. Foundation Landscape: i. The chart from Site Plan Worksheet shall be completed and shown Plan Sheet LS 1.2. ii. Size (small, medium, large) of each tree and shrub shall be indicated. d. Open Area Standards: 1. Sheet LS 1.1 shall clearly indicate the area being calculated as open area and the trees and shrubs counted towards compliance. e. Buffer and Screen Standards: i. Plan Sheet A 1.1 and LS 1.1 shall be revised to include a fence and landscaping in compliance with Section 1007.043(17)(f). ii. A 30 inch tall landscape buffer and screen shall be provided along the parking lots along both Lake Drive and Kelly Street. f. An irrigation plan is required for all grass and landscaped areas. g. Details and cross sections are required for all proposed landscape berms. h. Seed mix details are required for stormwater ponds. i. Landscaping shrubs and trees shall be planted between the CSAH 23/Lake Street lot line and fence. 10. The photometric plan shall be revised to include the entire 2.19 acre property boundary. 11. A separate trail easement shall be granted to the City extending the existing 15 foot wide trail easement the entire length of the parcel along CSAH 23/Lake Drive. a. The applicant shall draft this document for City review and approval and shall be recorded against the property. Adopted by the Council of the City of Lino Lakes this 14th day of August, 2017. The motion for the adoption of the foregoing resolution was introduced by Council Member Manthey and was duly seconded by Council Member Kusterman and upon vote being taken thereon, the following voted in favor thereof: Manthey, Kusterman, Maher, Raffe The following voted against same: none ATTEST: C71ne Bartell, City Clerk N W C \ S \ \ GRAPHIC SCALE \ 20 0 10 20 40 \ ( IN FEET ) SEE FENCE PLAN BY FENCE ME IN FOR FENCE/POST 8c GATE DETAILS. LEGEND 4' CHAIN LINK FENCE / WEST LINE ti ❑ DENOTES CATCH BASIN C❑ DENOTES CABLE PEDESTAL ❑E DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES GUY WIRE / \ � DENOTES HYDRANT DENOTES LIGHT POLE / \ 01� `OD DENOTES POWER POLE • �' �� I OS DENOTES SANITARY SEWER MANHOLE DENOTES SIGN * / * DENOTES STORM SEWER APRON / \ \ �' IV W w OO DENOTES STORM SEWER MANHOLE ❑r DENOTES TELEPHONE PEDESTAL X DENOTES WATER VALVE \ —X X DENOTES CHAIN LINK FENCE DENOTES CEDAR BOARD ON BOARD FENCE • > DENOTES EXISTING SANITARY SEWER » DENOTES EXISTING STORM SEWER DENOTES EXISTING WATER MAIN W O \ oHw DENOTES OVERHEAD WIRE ,k 41 � — — DENOTES BITUMINOUS SURFACE Ci — —� LP EEN PRE P *4 F_ — — —1 DENOTES BITUMINOUS MILLINGS SURFACE �••� � � � w w w w 19.5 DENOTES CONCRETE SURFACE F' •.•.•T-] DENOTES LANDSCAPE GRASS AREAS 0 WNER: ALL SEASONS RENTAL 7932 Lake Drive Lino Lakes, Minnesota 55014 Phone: (651) 717-2942 FPRRWOUS SITEDATA: T AREA =2.17 ACRES US AREA =1.30 ACRES AREA =0.87 ACRES VIOUS COVER=59.91X VICINITY MAP S112 NW114 NW114 Section 9, T.31, R.22 Anoka County ------------------------ --------------------- O �� MAIN ST s Q �,� JAMES ST lti SITE KELLY ST IV IV IV 41 \ w w w/ w4, 4,Q\45.5 Q 1�1 41 w w w w w 4.5 4���- NFILTR ION-��� 41 � -POND W 41 1�1 - NW Y o= IV 41 41 ,HWL 907.85-��� lid fp rV 1 41 y y y y h S 0053' 3 "E 3.931 \ Q\41 41 41 1 Bp 4 R=218,19 y "Q� — 905.75 �� \ FES 15"CONC "NO SCALE" ALL CONSTRUCTION MATERIALS, MEANS, AND METHODS OF INSTALLATION SHALL COMPLY WITH THE CURRENT VERSION OF THE CITY GENERAL SPECIFICATIONS AND STANDARD PLATES FOR STREET AND UTILITY — CONSTRUCTION DATED NOVEMBER 2016, THE 2013 CITY ENGINEERS BENCHMARK TN H ASSOCIATION OF MINNESOTA SPECIFICATIONS, AND THE 2016 MnDOT STANDARD SPECIFICATIONS. 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ARD PLATES FOR STREET AND U1LITY 3TRUCTION DATM WOAWKR 2016, Ttelf 2013 CiTy EmONEERS 13ENCHMARK TNH SSWskTOw OF Mti>sf S0T#i SPf0FiCAT1Cn"_% AW1 THE 206 unDOT 1ANDARD SPEDRGA NS. ELEV 911.97 dW L�H1 ? • 4 ' r� a ;� ■ � � ram+ ■ ��r � � ►��■. �� . t' _AL_ K E G L Y S T H E E T I;} � low r� r N rw- Ln L: ■r ONE. IL AI9 ilsli 7,14L PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: APPLICANT: OWNER: REVIEW DEADLINE: Katie Larsen, City Planner July 8, 2020 Nadeau Acres Final Plat FP2020-004 BL Holdings, LLC Attn: Lam Olson 7567 162n Avenue NE Columbus, MN 55025 Same Complete Application Date: June 9, 2020 60-Day Review Deadline: August 7, 2020 60-Day Extension Deadline: October 6, 2020 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: July 8, 2020 City Council Work Session: August 3, 2020 City Council Meeting: August 10, 2020 BACKGROUND The applicant, BL Holdings, LLC, submitted a final plat land use application for Nadeau Acres. The R-1, Single Family residential development has a total of 68 lots. The final plat for the first phase contains 35 lots. The Land Use Application is: • Final Plat This staff report is based on review the following plan sets and documents: 1 • Nadeau Acres Civil Plan Set prepared by Carlson McCain revision date June 3, 2020 • Nadeau Acres Grading, Development & Erosion Control Plan prepared by Carlson McCain dated June 3, 2020 • Nadeau Acres Construction Plans for Turn Lanes including Grading, Storm Sewer, Street, Signing and Striping prepared by Carlson McCain dated June 3, 2020 • Nadeau Acres Phase I Landscape Plan prepared by Carlson McCain dated June 3, 2020 • Nadeau Acres lst Addition Sanitary Sewer, Watermain, Storm Sewer and Street Construction prepared by Carlson McCain dated June 3, 2020 • Final Plat prepared by Carlson McCain date stamped June 8, 2020 • Stormwater Management Plan prepared by Carlson McCain revision date June 3, 2020 • Stormwater Pollution Prevention Plan prepared by Carlson McCain revision date June 3, 2020 Previous Council Actions: • May 11, 2020: Resolution No. 20-20 approving preliminary plat • May 26, 2020: Ordinance No. 02-20 approving rezoning from R, Rural to R-1, Single Family Residential • June 22, 2020: Resolution No. 20-66 approving Development Agreement for Grading ANALYSIS This staff report provides a comparison of the approved preliminary plat and the proposed final plat. Changes in the plans are either narratively described or shown as soil eugk. Overall, the final plat is consistent with the /Preliminary Plat. Land Use and Zoning Current and Proposed Zoning The property isetFfendy was zoned R, Rural and is guided for low density residential land use. Per the zoning ordinance, land that is guided low density residential can be zoned R-1, Single Family Residential, R-1X, Single Family Executive Residential or R-2, Two Family Residential. The property :s proposed was rezoned to R-1, Single Family Residential with Ordinance No. 02-20. The R-1 zoning provides a natural transition from the current PUD, Planned Unit Development (R-2, Two -Family) zoning in the NorthPointe development to the east and the future medium density land use to the north in Lino Lakes and the northwest in the City of Centerville. W At the time of final plat submittal, the 2040 Comprehensive Plan is still under review by Met Council and not formally adopted by the City Council. The 2030 Comprehensive Plan is still in effect. Current Zoning R, Rural Proposed Zoning R-1, Single Family Residential Current Land Use Rural Residential 2030 Future Land Use Low Density Residential (1.6 to 3.9 units per acre) 2040 Future Land Use Low Density Residential (1.6 to 3.0 units per acre) 2030 Utility Staging Area 2A (2020-2025) 2040 Utility Staging Area IA (2018-2025) Density The following chart implements Met Council's formula for calculating net density. Preliminary Plat (May 2020) Preliminary Plat (June 2020) Gross Area (acres) 33.03 33.03 Wetlands & Water Bodies (0.65) (0.64)' Public Parks & Open Space 0.00 0.00 Arterial ROW (0.74) (0.74) Other (Utility Transmission Easement) (1.69) (1.69) Other (Wetland Buffer Area) 0.00 0.00 Net Area (acres) 29.95 it 29.96 # of Units 68 68 Gross Density (units/acre) 2.06 2.06 Net Density (units/acre) 2.27 2.27 'The wetlands on Lot 2 and Lot 3, Block 1 were adjusted to be completely contained with Outlot A and not encroach on the lots. Per the 2030 and 2040 Comprehensive Plan, the site is guided for low density residential development which requires a density of 1.6 to 3.9 and 1.6 to 3.0 units per acres, respectively. The proposed net density is 2.27 units per acre which is consistent with the 2030 & 2040 Comprehensive Plan's guided land use and density. Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R, Rural Rural Residential Medium Density Sewered Residential South R, Rural Single Family Low Density Sewered Residential Residential East PUD Single Family Medium Density Residential Sewered Residential West R, Rural Agricultural Low Density Sewered Residential Zoning Requirements The property epesed was rezoned from R, Rural to R-1, Single Family Residential with Ordinance No. 02-20. R-1 Nadeau adeau Acres Min. Lot Size 10,800 sf Ave. 14,120 sf Min. Lot Width -Interior Lot 80 ft 80 ft -Corner Lot 100 ft 100 ft Min. Lot Depth 135 ft 135 ft Double Frontage Lots 145 ft 145 ft Building Setback -From Streets --Local Street 30 ft 30 ft --Collector or Arterial 40 ft 40 ft --Corner lot 30 ft 30 ft 2 Rear --Principal 30 ft 30 ft --Accessory 5 ft 5 ft -Side --Principal loft loft --Accessory 5 ft 5 ft --Corner lot 30 ft 30 ft 15' if side or 15 ft buffer rear lot abuts Buffer collector or provided along arterial street CSAH 54 Per the subdivision ordinance, minimum lot area for urban lots shall consist of buildable land exclusive of utility transmission easements or water course easements that encumber lot development. The applicant submitted a spreadsheet detailing that minimum lot areas are 10,800 sf. The average lot size is 14,120 sf. Building Type and Construction At the time of building permit, each individual single family dwelling unit will be reviewed for compliance with Section 1007.043(2)(a), General Building Provisions and Section 1007.090(4), Building Requirements regarding floor area, garage and design and construction standards. Per Section 1007.042(5)(b)Le., air conditioning or heating equipment shall be five (5) feet from any rear lot line and ten (10) feet from any side lot line. No encroachment shall be permitted in existing or required drainage and utility easements. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for low density residential development. The preliminary plat is also compliant with zoning ordinance performance standards for the R-1 zoning district with some minor revisions. The final plat is consistent with the preliminary plat. Blocks and Lots The preliminary plat contains 68 single family lots and 6 outlots. The I" Addition final plat consists of 35 single family lots and 6 outlots. The final plat outlots are for the following purposes: 5 Outlot Purpose Ownership A Stormwater Pond 100 City B Wetlands & Stormwater Pond 400 City C Lift Station City Road Access for Future D Development of City 6687 201h Avenue E Stormwater Pond 200 City F Future Development, Trail Corridor Developer and Watermain Loop On the original preliminary plat, Outlot D contained NSP easement and storm sewer pipe. To minimize the City's responsibility of mowing and maintaining manicured grass in this area, the outlot has been omitted and the lot lines extended through the NSP easement. Outlots A, B, C, D and E will be deeded to the City for ownership and maintenance. Streets and Alleys Internal road right-of-way widths are 60 feet and the paved roadway width is 32 feet back to back. This is consistent with the City's engineering standards. Cul de sac paved widths have been revised to 32 feet back to back. CSAH 54 (20th Avenue) is classified as an A -Minor Arterial Reliever and requires a full 120 feet of dedicated road right-of-way. The plat dedicates 60 feet of road right-of-way from section line as required. Turn lane plans have been submitted to the City and Anoka County for review and comment. CSAH 34 (Birch Street) is classified as a Major Collector road along the section of the proposed development and requires a full 80 feet of road dedicated right-of-way. The section of the plat that abuts CSAH 34 (Birch Street) previously dedicated 60 feet of road right-of-way. No further road right-of-way is required. The length of Red Oak Lane cul de sac is 250 ft and Norma Way is 350ft. No permanent cul de sac length exceeds 500 feet as required by ordinance. Length requirements do not apply to temporary cul de sacs such as William Lane. A temporary cul de sac and easement are shown on the west end of William Lane. A separate recordable easement document shall be recorded against the property and shall be terminated upon extension of William Lane. The future developer will be responsible for removal of the temporary cul de sac and restoration of the lot. Con A temporary cul de sac is also provided at the south end of Heritage Avenue at the end of Phase I. A separate easement is not required because the property is owned by the developer. Outlot D provides access from Red Oak Lane to 6687 20th Avenue for future development. During the preliminary plat review there was discussion regarding Josephine Lane and utility extension. Road right-of-way and utilities shall be extended to the westerly properly line consistent with standard subdivision and engineering design practice. Barricades and "Future Road Extension" signs are provided at the north and south end of Heritage Avenue and the west end of Josephine Lane. Private Driveway-6709 20`h Avenue In September 2015, the Nadeau's owned and subdivided off the acre house parcel located at 6709 201h Avenue. Through the minor subdivision process, staff recommended the north driveway be removed and the south driveway access Red Oak Lane upon its extension. The Nadeau's expressed concerns about removing the north driveway stating personal cars and trucks could not turn left into the garage from the south driveway without backing into the County road right-of-way. Staff agreed to leave the north driveway with the stipulation the south driveway be removed when the southbound turn lane into NorthPointe was constructed. Unfortunately, this south driveway onto CSAH 54 (20th Avenue) still remains. The driveway will need to be relocated to the west upon extension of Red Oak Lane due to its close proximity to the intersection. The applicant has a signed agreement with the property owners to relocate the driveway west and remove 2 trees. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements are also dedicated over Outlots A and B as required. Standard drainage and utility easements shall be dedicated over the north lot line (1 Oft) and west lot line (5ft) of Outlot D. A drainage and utility easement shall be dedicated over all of Outlot E. A Permanent Drainage & Utility Easement agreement between the Vickers and the City over the storm pipe from Pond 100 to the private ditch has been agreed to. This document shall be recorded. Storm Water Management and Erosion and Sediment Control Per the revised Mar -eh 20, 2 June 3, 2020 Stormwater Management Plan prepared by Carlson McCain: "The stormwater on the site flows to three different locations from the site. The majority 7 of the site drains to an existing private ditch/wetland area to the north of the site. A small portion at the south of the site drains through an existing culvert along Birch St (CSAH 34). The western portion of the site drains to the northwest to an existing private ditch. The surface water will flow through three new ponds. Pond 200 located in the middle of the site will pick up surface water from the south portion of the site and direct it towards Pond 100. Pond 100 will pick up surface water from the majority of the site and discharge to the west to an existing private ditch. Pond 400 will receive the remaining surface water and discharge to an existing ditch to the north. After the project is completed, the site will include approximately 8.8 acres of new impervious surfaces including the streets, sidewalks, paths, parking lots, and rooftops. Due to poor soils in the south portion of the site and a high groundwater table in the north portion of the site, infiltration is not feasible. The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the storm sewer conveyance system and ponds. The site is designed to reduce site runoff rates for the 2-, 10-, and 100-year rainfall events." Per the RCWD CAPROC dated April 8, 2020: Soil conditions vary over the sloping site, with HSG D sandy lean clays (CL) at the higher elevations, and HSG A/B poorly graded sands and sands with silt (SP/SP-SM) with sandy lean clays below. The HSG D soils in addition to the high water table below the HSG AB soils make infiltration infeasible for the site. Thus, stormwater ponds are acceptable to meet the water quality requirement. The pond sizing, and outlets and overflows are consistent with design criteria. 100% of the project area either flows to the ponds or meets design criteria. Additional TSS removal is not required. The applicant has met all the Water Quality requirements and the design criteria of RCWD Rule C: Stormwater Management Plans. Discharge Rate Comparison 2-year (cfs) 10-year (cfs) 100-year (cfs) Existing Proposed Existing Proposed Existing Proposed North to Private Ditch 3.5 2.3 5.1 3.9 6.9 5.7 West to Private Ditch 11.6 9-.2 6.8 34.1 2&7 25.7 82.8 74--7 73.9 South through Culvert under Birch Street 4.4 3.5 8.0 6.5 14.6 11.9 Totals* 19.2 1 421-.5-9.8 46.7 3-- 32.2 103.3 87.0 *Difference due to time of concentration Post -development stormwater discharge rates are less than the pre -development rates. N. The City's stormwater management requirements for rate control and infiltration have also been met. The City's requirements for rate control and infiltration are the same as RCWD. The applicant has submitted the revised plans to RCWD for final review and approval. During the Public Hearing for the project there were concerns raised by a few of the adjacent property owners. Staff, the developer, and developer's engineer have worked to address these questions. As a result the downstream ditch conditions were surveyed to obtain baseline data of the existing conditions. A culvert on the Rehbein parcel was reviewed by the property owner for blockage. The proposed outlet and associated drainage and utility easement to the Vickers's parcel is being processed. The original design for Pond 100 outlet was a conventional outlet structure and discharge pipe. This design required a drainage and utility easement. Note there is an existing Great River Energy easement that already encumbers this same area. The Vickers we concerned about the proposed outlet discharge and thus granting an easement was declined originally. The developer then re -designed the outlet without and easement. This revision included a plunge pool dissipator and enlargement of the pond. However there were still concerns regarding erosion and overland flow. Staff met with the Vickers on Thursday, May 7, 2020 to review options for a stormwater outlet. The owners explained their concerns over possible ditch erosion and ongoing maintenance concerns. Staff explained that if an easement is obtained, the City will be responsible for ongoing maintenance of the improvements including the outlet area. The owner informed staff of their preference for a piped outlet with a dissipater still incorporated with the understanding that it is city maintained. After further discussions with the Vickers, developer and City, the final design includes a conventional outlet structure with discharge from Pond 100 to the private ditch with rip rap armor and no plunge pool dissipator. The pond remained oversized further reducing the rate of runoff from the site which is well below the existing conditions. A Permanent Drainage & Utility Easement agreement between the Vickers and the City has been agreed too. The City will be responsible for stormwater maintenance within the easement area. Great River Energy (GRE) has also approved the drainage easement and storm pipe through their easement. Phasing The site will be mass graded in one (1) phase and developed in two (2) phases. Phase 1 has 35 lots and Phase 2 has 33 lots. Utilities Public water, sanitary and storm sewer utilities will be installed within the development. I Five (5) watermain and sanitary laterals are stubbed from Red Oak Lane south to 6687 20th Avenue for future development of that parcel. Sanitary Sewer An 8"-10" sanitary sewer pipe, 4" forcemain and lift station will serve the site. The lift station and pipe system will be designed to service a larger area in accordance with our City's Comprehensive Plan. Both existing houses located at 6651 and 6677 20th Avenue are served by private septic systems. The house located at 6677 20th Avenue is being relocated onto a new lot in the subdivision. Both houses are required to connect to the municipal sanitary sewer system. Watermain A 16" diameter trunk watermain will be installed along Red Oak and Josephine to provide for a future trunk loop to the west. This trunk line is part of the City's Comprehensive Plan. The remainder of the site will be served by an 8" watermain and loop back into the City's trunk watermain within Birch Street.. The house located at 6651 201h Avenue is connected to municipal city water. The relocated house will also connect to municipal city water. Public Land Dedication The City will require cash in lieu of land dedication. Per the City's Park, Greenway & Trail System Plan, a future neighborhood park is programmed to the west of this site. Sidewalks along the streets in the development will connect to future trail corridors along CSAH 34 (Birch Street) and CSAH 54 (20th Avenue). A 300 foot long trail will be constructed in Outlot F in Phase 2 and will terminate at the lot line. This trail segment will eventually connect to a future trail along the north side of Birch Street. Terminating the trail at the lot line now will prevent vehicles from confusing the trail with a road. Credit will be given for the construction cost of the trail extension to Birch Street in Phase 2. There are 35 lots in the 15t Addition; however, the existing house located at 6677 20th Avenue is being relocated to one of the new lots and will remain on site. Therefore, only 34 lots will be charged park dedication fees. Nadeau Acres lst Addition 34 lots x $3,150 = 7! $107,100 -Trail Construction Cost Future - Phase 2 TOTAL = $107,100 10 Tree Preservation The Environmental Coordinator and Environmental Board reviewed the tree preservation and landscape plans. The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. The Tree Inventory Report prepared by Carlson McCain revised January 10, 2020 identifies 750 significant trees on site. Eighty-eight (88) trees were identified as non- significant (e.g. ash trees, elm trees etc.) and will be removed without mitigation requirements. Of the remaining 662 trees, 252 trees will be saved and 410 will be removed. Sheet T4, Tree Preservation Plan identifies the basic use area and environmentally sensitive areas. Five (5) trees are being removed within the natural resource conservation area. Fourteen (14) trees are being removed from the non -ESA and non -basic use areas. This requires 29 replacement trees for mitigation which are provided throughout the development. Landscaping Open area landscaping standards require 1 large tree and 3 large shrubs per 2,000 sf. Existing trees on site may be used to satisfy open area landscaping requirements if applicable by placement. This would only apply to the existing trees on Outlot A. The landscaping plan has been revised to provide adequate open space mitigation for Outlots B, D and E. Outlots C does not require mitigation because it is for future right -of way. Buffer and screen standards apply along CSAH 54 (20th Avenue), specifically Block 4, Lots 12-15 that have a rear frontage on 20th Avenue. Approximately 475 linear feet of frontage will be screened by shrubs, new trees, and existing trees to provide a continuous planting screen year-round. The Preliminary Landscape Plan shows trees and shrubs planted on two separate berms. It was suggested these berms be combined to provide a continuous berm; however, an opening between the 2 berms is needed to provide rear yard drainage. A triangulated row of coniferous trees will be planted in addition to the berms that will provide appropriate screening. A triangulated row of coniferous trees will also be planted at the north end of Heritage Avenue to screen potential vehicle headlights shining onto the adjacent property. Coniferous trees and shrubs will be planted on Outlot F around the lift station. Boulevard trees are required at the rate of one (1) tree per lot frontage for single family. There are 68 single family lots that require 77 boulevard trees (interior and corner lots). Seventy-nine (79) trees are proposed which is compliant with the ordinance. 11 Alternative Urban Areawide Review (AUAR) The site is not within the 2005 I-35E Corridor AUAR; therefore, no mitigation is required. Traffic Study A Traffic Study was prepared by Spack Solutions on December 6, 2019. The study was based on a concept plan with 74 single family homes. Based on ITE standards and local data collected by Spack Solutions, the development is forecasted to generate approximately 685 new trips per day with 50 new trips in the a.m. peak hours (7-8am) and 65 trips in the p.m. peak hours (4:30-5:30pm). Traffic impacts are analyzed in terms of volume and capacity. Volume quantifies how many vehicles are using the road and capacity quantifies the number of vehicles the road can accommodate. Traffic Volumes Existing 2040 oadway Location OIL Daily Forecasted aily Volumed V Ou es2 CSAH 54 (20th Avenue) North of Red Oak Lane 5,300/6,100 14,000 CSAH 54 (20th Avenue) South of Red Oak Lane 5,600/6,100 14,000 CSAH 54 (20th Avenue) South of CSAH 34 (Birch St) 2,900/3,000 14,000 CSAH 34 (Birch Street) West of CSAH 54 (20th Avenue) 3,50013,150 10,000 'Spack Video Data Collection/2018 AADT Volumes 2Anoka County's 2040 Transportation Plan Existing traffic volumes near the site are between 5,300-5,600 AADT (annual average daily traffic). Nadeau Acres will generate approximately 685 new trips per day. These new trips added to the existing daily trips are significantly less than the 2040 forecasted daily volumes. Traffic Capacity A ratio of volume to capacity is used to analyze traffic congestion. A road with a volume to capacity ratio of 1.0 means the traffic volume is nearly equal to the traffic capacity and will feel congested to motorists. Per the traffic study, three (3) sections of roadways (20th Ave north of Birch St, 201h Ave south of Birch St and Birch St) were analyzed under Existing, 2024 No -Build and 2024 Build scenarios. No volume to capacity ratio exceeded 0.45. None of study roadways are expected to exceed their daily capacities. 12 Level of Service Level of Service (LOS) is used to describe the operating conditions of an intersection. Facilities are given letter designations from "A" (best operating conditions) to "F" (worst conditions). Section 1001.013(2)(c), Premature Subdivision of the City's Subdivision Ordinance establishes minimum Level Of Service (LOS) requirements. The ordinance states that if the LOS is A or B, the proposed subdivision shall not the degrade the LOS more than one grade. If the LOS is C or D, it shall not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. Existing Peak Hour LOS Proposed Peak Hour LOS OKIntersection A.M. Peak P.M. Peak A.M. Peak P.M. Peak 20th Ave & Red Oak Lane B B C C 20th Ave & Birch Street B C B C The proposed Levels of Service do not degrade by more than one (1) LOS; therefore the subdivision is not considered premature. The project is also under review by Anoka County Highway Department. They have identified the need for right and left turn lanes on CSAH 54 (20t Avenue). These details shall be provided by the developer. CSAH 34 (Birch Street) Corridor StudX In April 2011, Anoka County and the City of Lino Lakes hired SIZE Consulting Group to develop a corridor study along CSAH 34 (Birch Street). Per the recommended corridor plan, future full -access intersections near Nadeau Acres are every'/4 mile. No access (full or partial) is proposed onto CSAH 34 (Birch Street) from Nadeau Acres. A pedestrian (trail or sidewalk) corridor will connect Nadeau Acres to Birch Street. I-35E/CR J/Centerville Road Staff is aware of current traffic concerns at I-35E/CR J/Centerville Road but these are outside the scope of Nadeau Acres. These interchanges are currently under evaluation by other government agencies. Ramsey County is working on a federal transportation funding application to reconstruct bridge and ramp terminals and CR J/Centerville Road intersection. Local and County staffs are also working with state representatives on possible preliminary design funding in the State's bonding bill. Anoka County is also considering a transportation funding application for improvement of the Centerville Road/CR J intersection. 13 Wetlands Kjolhaug Environmental Services Company, Inc. prepared a Wetland Delineation Report dated October 29, 2019. A Notice of Decision was issued by RCWD on December 11, 2019. Kjolhaug Environmental Services Company, Inc. prepared a Wetland Permit Application dated December 23, 2019. Per the report, two (2) wetlands were delineated on site totaling 1.37 acres. Wetland 1 is a Type 1 wet meadow wetland. Wetland 2 is a partially - drained, wet meadow and scrub -shrub wetland. A portion of Wetland 2 southwest of the septic mound discharge outlet was created in upland and is incidental. The proposed project will require 30,826 square feet (sf) (0.7076 acre) of permanent impact to four (4) wetland areas, one of which is incidental for WCA permitting. Replacement will be accomplished via the purchase of wetland banking credits. The site is inside of the boundaries of the Lino Lakes Comprehensive Wetland Protection and Management Plan (CWPMP) area; however, onsite wetlands do not fall within the landscape scale/preliminary Wetland Management Corridor (WMC). Therefore, no WMC buffer on wetlands is required with site development. Rare & Endangered Species Per the December 12, 2019 report prepared by Midwest Natural Resources, no habitats for state -listed plant species were observed during field review. No further surveys are recommended. Floodplain There is no FEMA floodplain on site. 2030 Comprehensive Plan At the time of this staff report, the draft 2040 Comprehensive Plan is under review by the Met Council and has not formally been adopted by the City of Lino Lakes. Therefore, the 2030 Comprehensive Plan is in effect. Nadeau Acres is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. Resource Management System Plan Goals of the Resource Management System Plan include: • Natural Resources and Amenities o Goal # 1: Identify, protect and preserve the desirable natural areas and ecological and aquatic resources of the community. 14 • Land Use Policies o Goal # 1: Ensure that well -planned, quality residential, commercial, industrial and institutional development to accommodate the city's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. The Nadeau Acres protects the natural resource by providing storm water management and vegetative buffers. Land Use Plan Goal 1: Create a unified vision and future for the city, promote a well -planned community, prevent fragmented development, address the impacts of development and redevelopment on natural resources, aesthetics and view corridors, and provide balanced land use and connectivity that ensures the integration of both sides of the regional park. Goal 2: Ensure that zoning and subdivision ordinances and official maps are consistent with the intent and specific direction provided within the Comprehensive Plan. Policies: 1. Ensure developers meet the standards specified within the land -use plan and official controls, including zoning and subdivision ordinances and official maps. 2. Ensure compatibility of adjacent land uses. Nadeau Acres meets the land use goals by developing a single family residential subdivision that is consistent with low density residential development as guided by the Comprehensive Land Use Plan. Low density residential development allows for 1.6 to 3.9 units per net acre. The net density for the development is 2.27 units per net acre. This is consistent with density requirements. Housing Plan Goal 3: Ensure housing development is compatible with existing and adjacent land uses and provides accessibility to key community features and natural amenities. Policies include linking trails to parks, lakes and schools. Nadeau Acres meets the goal of the housing plan. The development is compatible with the existing adjacent residential homes. Sidewalk/trail will provide corridors to future trails along CSAH 54(20th Avenue) and CSAH 34 (Birch Street). Economic Development Nadeau Acres does not negatively impact the city's economic development goals. 15 Transportation Plan Goal 1: Plan for and achieve required street improvements and connectivity throughout the City of Lino Lakes. Goal 2: Ensure that streets and roads are as safe as possible. Nadeau Acres meets the goals of the 2030 Transportation Plan by providing a safe road connection between future neighborhoods, constructing turn lanes along CSAH 54 (20tn Avenue) and controlling access management along County roads. Sanitary Sewer Plan Goal 1: Ensure that well -planned, quality residential, commercial, industrial and institutional development to accommodate the City's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. Goal 5: Maintain the City's residents and businesses with an affordable and safe sanitary sewer system. Nadeau Acres meets the goals of the sanitary sewer plan. The site is located in Sanitary Sewer District 3 (Sub -district 3C and 3D) and is in 2030 Utility Staging Area 2A (2020- 2025). The sanitary sewer system has capacity to serve the development. The sanitary sewer system will also be oversized to accommodate future development to the north and west. Per the 2030 Comprehensive Plan's Growth Management Policy, the City Council will determine by resolution if the next 10 year, 2A (2020-2025) staging area shall be opened to development. Resolution No. 20-20 was approved and details the findings of fact. Water Supply Plan Goal 4: Provide the City's residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. Nadeau Acres meets the goals of the water supply plan. The site is served by an 8" watermain extending from the east and loops south to Birch Street. The water system has capacity to serve this residential development. Environmental Board Comments The Environmental Board reviewed the proposed preliminary plat on January 29, 2020. They recommended approval of the project with conditions listed in the April 23, 2020 Memo from the Environmental Coordinator. Conditions include minor revisions to the open space landscaping, boulevard tree diversity and suggested tree species. These revisions have been addressed. 16 Development Agreement A Development Agreement will be drafted by the City and shall be executed and recorded by the developer. Title Commitment The City Attorney reviewed the title commitment and final plat. Comments are noted at the end of this report. Stormwater Maintenance Agreement The stormwater maintenance of this subdivision and Vicker's easement will be covered under the City's Programmatic Maintenance Agreement. FINDINGS OF FACT -FINAL PLAT The Planning and Zoning Board shall consider the final plat and the Community Development Department shall forward the Planning and Zoning Board recommendations to the City Council. The following requirements shall be met before consideration of the final plat by the Planning and Zoning Board: 1. The final plat shall substantially conform to the approved preliminary plat and phasing plan. The final plat substantially conforms with the preliminary plat. 2. For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots; and This is the first phase of a two phase development. 3. Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. The conditions of the preliminary plat have been substantially fulfilled. Securities will be required with a Development Agreement. RECOMMENDATION Staff recommends approval of the final plat for Nadeau Acres subject to the following conditions: 1. Outlots A, B, C, D and E shall be deeded to the City. 17 2. A temporary cul de sac easement shall be recorded over the west end of William Lane upon development of that phase. 3. The temporary cul de sac shall be removed, ground restored and the temporary easement released upon extension of William Lane. 4. The private septic system at 6677 20th Avenue shall be removed. 5. The private well at 6677 201h Avenue shall be capped. 6. The private septic system 6651 20th Avenue shall be removed upon development of that phase. 7. The existing house at 6651 20th Avenue shall hook up to municipal sanitary sewer upon development 8. The existing south driveway of 6709 201h Avenue shall be relocated west onto Red Oak Lane. 9. The existing driveway at 6677 201h Avenue shall be removed in Phase 1 of development. 10. The existing driveway at 6651 201h Avenue shall be removed in Phase 2 of development. 11. A building permit is required for the house relocation at 6677 20th Avenue. 12. A Permanent Drainage & Utility Easement between the Vickers and the City shall be recorded. 13. The stormwater maintenance for public facilities including the Vickers easement will be covered under the City's Programmatic Stormwater Management Agreement. The following items shall be addressed: 1. Comments from WSB City Engineer memo dated July 1, 2020 shall be addressed. 2. The Development Agreement shall be approved by the City Council, executed and recorded against the property. a. Securities and fees shall be paid. 3. The applicant shall prepare the deeds for Outlots A, B, C, D and E for City review and approval prior to recording. 4. The applicant shall prepare the temporary cul de sac easements for City review and approval prior to recording. 5. A recorded copy of the Permanent Drainage & Utility Easement for the Vicker's property shall be provided to the City. 6. Proof that the private septic systems at 6677 201h Avenue and 6651 20th Avenue have been properly removed shall be submitted to the City upon completion. 7. Proof that the private well located at 6677 20th Avenue has been properly capped shall be submitted to the City upon completion. 8. The applicant shall provide approval from NSP aka Xcel Energy allowing for public and private improvement within their easement e.g. stormwater pond, landscaping, streets, utilities etc. 9. Turn lanes from CSAH 54 (201h Avenue) onto Red Oak Lane shall be approved by Anoka County. 10. Final Plat: IN a. Standard drainage and utility easements shall be dedicated over the north lot line (I Oft) and west lot line (5ft) of Outlot D. b. Drainage and utility easement shall be dedicated over all of Outlot E. 11. Title Commitment: a. Provide evidence of title being transferred to BL Holdings, LLC, the plat signatory, prior to release of the plat. b. Provide evidence of satisfaction of the mortgage shown in paragraph 7 of Schedule B, Part I as the mortgagee is not a signatory to the plat, and presumably the mortgage will be released when BL Holdings becomes the fee owner. ATTACHMENTS 1. City Engineer Letter dated July 1, 2020 2. Revised Preliminary Plat & Plan Set 3. Final Plat -Nadeau Acres 19 Ms. Katie Larsen 7/012020 Page 1 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, WSB &Associates Diane Hankee, City Engineer, City of Lino Lakes Date: July 1, 2020 Re: Nadeau Acres Preliminary Plat Review15306-000 WSB has reviewed the Preliminary Plat and Utility Plans for the Nadeau Acres development in Lino Lakes, MN, prepared by Carlson McCain. These comments are based on review of the following plan sets and documents: • Nadeau Acres Civil Plan Set prepared by Carlson McCain dated March 20,2020 • Stormwater Management Plan prepared by Carlson McCain dated December 6, 2019, and revised March 20, 2020. • Turn Lane Exhibit prepared by Carlson McCain received March 30, 2020 • Turn Lane Grading Exhibit prepared by Carlson McCain received March 30,2020 Carlson McCain responded to these comments in red. WSB reviewed the following and responded to Carlson McCain's comments in blue: Carlson McCain responses in u, , WSB has reviewed the updated Preliminary Plat and Utility Plans for the Nadeau Acres development and the 1 st Addition plans for the Nadeau Acres development, prepared by Carlson McCain. These comments are based on review of the following plan sets and documents: • Nadeau Acres Preliminary Plat and Civil Plan Set prepared by Carlson McCain received June 9, 2020 • Nadeau Acres 1st Addition Construction Plan Set prepared by Carlson McCain dated June 3, 2020 • Nadeau Acres Turn Lane Construction Plan Set prepared by Carlson McCain dated June 3, 2020 • Nadeau Acres Phase I Landscape Plan Set prepared by Carlson McCain dated June 3, 2020 WSB 1st Addition comments and preliminary plat responses in Green Enaineerina Grading The Nadeau Acres development includes site grading for Red Oak Lane, Heritage Avenue, Josephine Court, Norma Way, and William Lane as well as the grading required for building pads, and Ponds 100, 200, and 400. Four retaining walls are proposed on the site. Comments: 1. Arlrl arlrUtinnal labels to both a 'Sting and n ed oontoU FS I-ave Is added. 2. Retaining walls #1 Q_ f 4 Shall he eliminated and the annlioant Shall obtain tempera Fy grading a entS with adjagent n erty GWRers r the nlioant Shall adjust the grading nlanS to eliminate theneed for thewalls Retaininggall fN revised. This wall cannot her (erl entirely due to the lift Staten locate and the n"kPlihoorl of obtaining a grading easement from Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 2 adianent e r This ,• all r n he rerneved with fi its ire de„eleprnent to the north Retaining Wall #4 removed and grading revised tomaintain all grad'n on_site De eln r IooLip ORW the poss'h'I'fii of removing walls 7 Q_ 3 'f adjaGGRt GWRGF will allew slope grad'Rg ORte their property, Retaipipg ,.roll 91 eliminated due to new lift s+at'nn Inna+'n Noted. 3 Addi+ienal +epegraphin infnr.v,ati en is needed (minirp, Fn 100' hevnnd reliminer.. plot he, Rdar..,G'udipg at+he extensions of Red Oak Lane, Weritage AyeF;ue'William l a -) a I idor ddfad to eis+inn tope to shoalthis a G irren+ page loveut does fan+ show 100' hevnnd the north limit of the n eot site Grading none O FpvORPOI +n shnw 100' north of n er+ site 4. Retaining walls #2 and #3 (now #1 and #2) exceed maximum allowed height. All retaining walls over 4-ft tall require structural design. Noted. These walls will be designed by a structural engineer and plans provided by the contractor. How will the retaining walls be maintained in the future? Developer checking with adjacent owner to see if these walls can be removed and a temporary grading easement can be acquired. If the walls need to be installed, the walls will be maintained by the homeowner. Currently shown without walls assuming easement can be acquired. 5. Additional rear and drainage and L itilit„ easement required en Let 14 G I A-ts r en s e n rx dra0Rage from a di a ee p+ I9+ d re a A s 0Ato I A+14.0 GFadinngTFeyised�M See AerA en+ 10 nder the Stormwater Management sector Seen fan+ for 10 hfalAw 6 10 feet side yard drainage and ,+'lity easement requi red en Let 101 Revised 7. 10 feet side yard drainage and 61+ill+„ ea en+ requi red en I e+s1 GQ and 159 Rs fad INlow Ints 197 & 158side yard drainage and utility easement added 8. ° requiremeRt at the feIIGWiRg IGGatiensm rear let line of lets 116, 117,119, 121. Slopes revised I -not numbers have changed, but grading in the areas menflont9d h-As been updated. 9. Grade hreak ek_QVa+iops p faded OR I ots 124 139 1 FF Spot elevations added at right of way for ro and s role slnpfa ra+inn I At n rnhers have changed but grading has hoop updated. 10. The development is a two-phase development. It is anticipated that grading forthe entire site and for the stormwater ponds will be completed at once and not in two phases. Noted. 11. & 8 Of 9IGGk 6) ntfanonge a s detail added to de+ail sheet 17 • Stormwater Management The stormwater on the site flows to three different locations from the site. The majority of the site drains to an existing private ditch/wetland area to the north of the site. A small portion at the south of the site drains through an existing culvert along Birch St (CSAH 34). The western portion of the site drains to the northwest to an existing private ditch. The surface water will flow through three new ponds. Pond 200 located in the middle of the site will pick up surface water from the south portion of the site and direct it towards Pond 100. Pond 100 will pick up surface water from the northwest portion of the site and discharge to the west to an existing private ditch. Pond 400 will receive the remaining surface water and discharge to an existing ditch to the north. Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 3 After the project is completed, the site will include approximately 8.8 acres of new impervious surfaces including the streets, sidewalks, paths, parking lots, and rooftops. Due to poor soils in the south portion of the site and a high groundwater table in the north portion of the site, infiltration is not feasible. Groundwater was encountered at depths ranging from 4 to 19 feet. Topsoil was encountered at to 1 foot. Below the topsoil, soils consist of glacial outwash sands and native clayey glacial till and are classified as hydrologic groups HSG D in the southern portion and HSG C in the north. The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the storm sewer conveyance system and ponds. The site is designed to reduce site runoff rates for the 2-, 10-, and 100- year rainfall events. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 100-Year Pre -Development 189 19.2 46.446.7 103.4103.3 Post -Development 12 1 9.8 41 732.2 91.Q 87.0 Post -development stormwater discharge rates are less than the pre -development rates. During the public hearing held at the Planning and Zoning Board meeting on February 12, 2020 there were a number of questions regarding the proposed developments' stormwater management plan. Below is a summary of findings and actions to address the questions: The site outlets to two private ditches, one in the northwest, and one to the north. There is also a small area of the site that drains to the south. The proposed project is required to mitigate surface water and address water quality through City, Watershed District and State Rules and Statues. This includes maintaining the existing rate or reducing the rate of runoff from the site, and providing water quality treatment for the proposed development. The project meets the City of Lino Lakes' stormwater management requirements and RCWD rules. RCWD approved a CAPROC on April 8, 2020. o This project is proposing to reduce rates as detailed in the Stormwater Report, and will utilize stormwater ponding for water quality treatment. The stormwater management plan incorporates existing soils and time of concentrations to calculate the needed ponding systems to mitigate the new impervious surfaces. o The surface water from the new impervious surfaces will be accommodated through three new ponds. Pond 200, located in the middle of the site, will pick up surface water from the south portion of the site and direct it towards Pond 100. Pond 100 will pick up surface water from the northwest portion of the site and discharge to the west to an existing private ditch. Pond 400 will receive the remaining surface water and discharge to an existing ditch to the north. o The design includes a standard outlet control structure with pipe outlet. An outlet control structure is a device that holds water back in the proposed pond and then discharges it slowly into the ditch so that the flow to the downstream ditch is less than the existing condition flow into the ditch. Adjacent property owners expressed concerns over the stormwater runoff from the site and the downstream private ditches. Staff had multiple conversations and Zoom meetings with the property owners to better understand their concerns and explain the existing and proposed conditions. This included an onsite evaluation, reviewing topographic data, record plans, survey, and incorporation of the NorthPointe development drainage plan. The downstream systems appear to be working correctly and the NorthPointe development has reduced the surface water flow to the subwatershed in question. We will continue to work the property owners and provide information and findings. 0 2019 was a record year for rainwater in Minneapolis -St. Paul area according to the Minnesota DNR Year to Date Precipitation Chart. Soil saturation in the fall of 2019 was similar to a spring snow melt condition where typically the fall is a dryer condition. These conditions have led to standing water due to soil saturation and higher flows in conveyance systems. 0 We are working with one of the downstream property owner to complete culvert maintenance on their property. In addition, we are having the developer verify the downstream conditions to confirm their assumptions. Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 4 Comments: 1. Pond 100 is discharging to a private ditch, which should be coordinated with the Rice Creek Watershed District and the City of Centerville. Discharge location is being verified with developer. Plunge Pool Energy Dissipator has been added to discharge location per discussion with watershed district and City. See comment 9 regarding the plunge pool energy dissipator design. Straight pipe has been approved by neighbors. Plunge pool is no longer needec 2. Sections of the storm sewer are located directly beneath the overhead powerlines and should be relocated. Revised. The storm sewer needs to be offset at least 20' from the proposed structure on Lot 5 Block 4. Per discussion, the storm sewer line has been raised as much as possible (0.5-feet). The pipe near the proposed structure will be approximately 9.3-feet below garage elevation. Would an open grate catch basin in place of the FES allow the storm pipe to be shallower between STMH 300 and CBMH 132? 3 Adjust storm c r that a ently rums thre gh Outlet G se that it fellevuo the a rh RLQ-0s;LQd NlA4Q that On Ar&r tA fAme sterm sewer to fellow the c;- -ph fAr eRtiFety OR this let, 2 additieRal StFUGtWeS would be required. G-atr--.h basin rneved further nerth te- red-i-Irue the assurned- future easGITIeRt in a petential fFGRt yard 4. The storm sewer that is part of the rear yard drainage system for Lots 6 & 7 of Block 2 is too close to the future houses. Applicant shall move the storm sewer to the west while maintaining a 20-ft offset from the overhead power line. Storm adjusted further back. Note that 20 feet from overhead power is not possible given the maintenance access location and the need to revise a storm manhole to a catch basin manhole for drainage purposes. We are still concerned that the storm sewer is too close to the proposed structures for Lots 6 & 7 of Block 2. Catch basin moved further to the north and to the west. 20-feet from the powerlines and 50-feet from the building pad. Moved as far west as possible. A 4:1 slope from the site boundary limits how far the catch basin can be pushed west. The storm pipe is now 45-ft min. from the building pad on Lot 7 Block 2. The applicant should extend the stub street further -5' to keep the pipe more parallel to lot lines. 5. The RA-Irth army.f wetlands An the figures sheuld hp ';;hplpd North arroi.y revised. \A/etlan.d line addled to legend R C B 50 added 7. HydrerAD rnedel updated to match grading plan 8. G1350) should be rne-d-eled- -;;R- -;; r--.-;;tr--.h basin 'R HydreGAD ("PeRd with *RS*gR*f*GaRt sterage"). if they are of freeboard from the low entry in the 100 yeaF oterm event), Revised to ponds with insignificant storage. Note th-at C-B v.(-As modeled as ponds to determine 9. Plunge Pool Energy Dissipator grading requires revision. The bottom of the plunge pool grading of 891.5 has no width in the middle of it and grading is not feasible. Recommend at least 4-feet bottom width to avoid erosion of slopes of pool. Confirm riprap size used at riprap check and overflow. Recommend a detail or notes regarding width and depth of riprap check and overflow, and note on how riprap size was determined. Straight pipe has been approved by the neighbors. Plunge pool is no longer needed. See WSB response under Stormwater Management, Comment 1. 10. Drainage Area S-10 is shown to flow to W-10. S-10 includes area east of Lots 12-20 of Block 4. Confirm the drainage path for flow to pass from south to north under proposed Red Oak Lane. Culvert to be installed under Red Oak Lane to maintain ditch flow. Developer is checking with homeowner to obtain easement to install culvert. The applicant needs to obtain a temporary easement or right -of -entry prior to construction in order to complete grading work that appears to extend beyond the right-of-way. Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 5 rELT.IAL�:T7.St1� :T-77LT.RTJ.StIR�Mim _ . M&Yif9'LT.R7.CHRSorJLT. 13. Recommend that all manholes prior to pond outlets include 3-ft sump 14. The maintenance access detail should show proposed turf? • Water Supply There is existing 16-inch diameter ductile iron pipe (DIP) watermain along 201h Avenue (CSAH 54) east of the site and along Birch Street (CSAH 34) south of the site. &4e. This has been revised with the latest water system plan. The applicant is proposing an 8-inch diameter DIP watermain to serve the entire development. The watermain will extend and loop from the east (North Pointe) along Red Oak Lane and from the south (Birch Street). Comments: 1. Re erl This is to be updated to a 16 inch FAID trunk watermain along Red Oak and josephine. Trunk - later rred_ifs mill apply. AL.+odJ Revised_ 2. Revised. Nete that hydraRt elevatiGR May Reed te be Irevised wheR HeFitage Avenue exte-Rds to the nA-.rth-. Please put a ternperary hydrant of the nerth end_ of Heritage Aveni ie Hydrant ad_d_er_ 3. Annlinanf shall add a temnerand hydrant of the dead_ end_ of Red_ Qakl a Revised. Temporary hydrants added to site plans. 4. The City of Lino Lakes should consider installing water service stubs to serve the possible future development at 6687 20th Avenue (26-31-22-14-002). It is anticipated that this parcel will develop into five lots that have access off of Red Oak Lane. Per planning comments, these services can be added with final plans. Noted. 5. Please verify the size of insulation called out in Notes 7 & 8 on the Sanitary Sewer and Water Main sheets. The notes currently state that 8-ft x 8-ft x 4- ft insulation is needed. • Sanitary Sewer There is an existing 10-inch diameter poly -vinyl chloride (PVC) sanitary sewer stub at the intersection of Red Oak Lane and 20th Avenue (CSAH 54). The invert of the stub is approximately 913.6 and is to be verified. The City of Lino Lakes Comprehensive Plan identifies a lift station to serve sanitary sewer districts 3D and 3G. The applicant is proposing to serve the development with 8-inch diameter PVC sanitary sewer, 10- inch Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 6 diameter PVC sanitary sewer, a lift station located at the north edge of the development, and 4" PVC forcemain. The lift station will pump the waste through the 4-inch diameter PVC forcemain to the existing 10-inch diameter PVC gravity sewer located on Red Oak Lane, just east of 20th Avenue that was installed with the North Pointe development. The Lift Station location is now proposed at Outlot F. Comments: future .�fe Revised. The City of Lino Lakes should consider installing sanitary service stubs to serve the possible future development at 6687 201"Avenue (26-31-22-14-002). It is anticipated that this parcel will develop into five lots that have access off of Red Oak Lane. Per planning comments, these services can be added with final plans. Manhole moved further east. Noted. shall review the RGGeSsary depth OF GGRSider MGViRg the liftstatien te the area near the w of Per- Gak L a nd a .Adany s ni+an. line has heen a!!llerl Pleaseups'ze the fn.re M—ain +e a 6" diameter. Trunk rrerli+s will apply. Cn erl 4. Applicant to provide a design for the lift station for review prior to final plat approval. • Transportation 20th Avenue (CSAH 54) is classified as an A -minor Arterial Reliever and Birch Street (CSAH 34) is classified as a Major Collector road. Per the traffic study, Nadeau Acres will generate approximately 685 new trips per day with 50 new trips in the a.m. peak hours (7-8 a.m.) and 65 trips in the p.m. peak hours (4:30-5:30 p.m.). None of the proposed roadways are expected to exceed their daily capacities. The study also reviewed the existing and proposed Levels of Service for the 20th Avenue (CSAH 54) and Red Oak Lane intersection and the 20th Avenue (CSAH 54) and Birch Street (CSAH 34) intersection. The proposed Levels of Service do not degrade by more than allowed by the City's Subdivision Ordinance. Red Oak Lane, Heritage Avenue, and William Lane are proposed to be 32-ft wide from the back of curb to the back of curb. The two cul-de-sacs, Josephine Court and Norma Way, are both proposed to be 28-ft wide from back of curb to back of curb with cul-de-sac radii of 46-ft from the center to the back of curb. The site will be accessed from 20th'Avenue (CSAH 54). The applicant is proposing widening 20th Avenue to allow for a left turn lane (to Nadeau Acres), a through lane, and a right turn lane (to North Pointe) going northbound and a right turn lane (to Nadeau Acres) and a left/through lane going southbound. Comments: 1. Anoka County is reviewing the traffic study and proposed turn lanes. It is anticipated that Anoka County will require a designated southbound through lane along with a designated left turn lane and right turn lane on 20th Avenue (CSAH 54). Noted. This will be coordinated with the county. Applicant shall show the proposed turn lane layout on both the site plan and the grading plan. Anoka County will review the detailed turn lane plan for lane lengths and widths. Layout shown in exhibits sent earlier. A separate plan is in process and will be approved with Anoka County. 2. n+6 Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 7 r7.r1[ST. Oak Lane and 201" Realign driveway more west — .. Location revised based on coordination. with hemeowner. 9R Let 10, RIAAk F; 4. AppliGaRt shall show the dFiveway f9F the existing house pFepesed Sodpi folk r t-d +n hp An +hP Poet and Pei nth side of Heritage Ave 8. he AIIA .iPd hPro. ice the ni N-de_oor is+Pmnero n, 9. Applicant to review and update street name sign labels. 10. Applicant shall include a street light at the end of the Red Oak Lane cul-de-sac. 11. Applicant to provide stop signs at the Heritage Avenue and Red Oak Lane intersection for the southbound traffic on Heritage Avenue and at the Josephine Lane and Red Oak Lane intersection for the eastbound traffic on Josephine Lane. 12. Turn lane widths on 20th Ave N should meet State Aid requirements. See Chuck Rickart's comments on 14-ft wide turn lane. 13. Sheet 15 Typical Street detail with sidewalk should be the City standard plate? • Wetlands and Mitigation Plan Kjolhaug Environmental Services Company, Inc. prepared a Wetland Delineation Report dated October 29, 2019. A Notice of Decision was issued by RCWD on December 11, 2019. Per the report, two wetlands were delineated on site totaling 1.43 acres. Wetland 1 is a Type 1 wet meadow wetland. Wetland 2 is a partially - drained, wet meadow and scrub -shrub wetland. A portion of Wetland 2 southwest of the septic mound discharge outlet was created in upland and is incidental. The project area is not located within the Lino Lakes Comprehensive Wetland Protection and Management Plan (CWPMP) and outside of Wetland Management Corridor (WMC). The applicant is proposing 0.7 acres of disturbance and will be purchasing wetland banking credits. • Landscaping Open area landscaping standards require 1 large tree and 3 large shrubs per 2,000 sf. Buffer and screen standards apply along 20th Avenue (CSAH 54). Approximately 475 linear feet of frontage will be screened by shrubs, new trees, and existing trees to provide a continuous planting screen year- round. The Preliminary Landscape Plan shows trees and shrubs planted on two separate berms. Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 8 Boulevard trees are required at the rate of one (1) tree per lot frontage for single family. Comments: 1 Rai dpyardl troos shA, ildi he shown within the pity right _of_way. 2. Move plantings off of pFepesed stem; and r areas. Noted. • Floodplain There are no existing floodplains on Nadeau Acres. • Drainage and Utility Easements Drainage and utility easements are proposed within the site where there is proposed storm sewer, backyard swales, and stormwater management facilities. There is an existing 66-ft wide powerline easement that runs from northeast to southwest through the middle of the site, and an existing 85-ft wide powerline easement that runs along the western edge of the site. The applicant is dedicating a 60-ft right-of-way along 20th Avenue (CSAH 54) and an 80-ft right-of-way along Birch Street (CSAH 34). Comments: fi..ino a ..ide as the depth. Easemen,���,_�..i_rereyise J to Z/Lfoo+ Storm sewer is approximately 1 4 5 feetT _o-__�.deep. Inrl-irio hofi.ioon lots 155 And 154 150 andl 149 121 and? 12 ands 109 ands 108 Added. Let n rnhors ghangodi Turf Main+onango Anness Added. 3 Drainage and Utility Easements shall not be within powerline easements unless there is documentation from the powerline company to use this space as an easement. Easements revised. Prior to final plat approval, the applicant needs to submit documentation that the power company will grant drainage and utility easements. Noted. In process. Xcel is in process of finalizing an approval and Great River Energy have provided approval. Formal approval to be provided once received. details). Retaining walls removed from right of way ;;nri c;t--h streets/temporary dead ends pulled back tn- allew for gradlipg OR site Provide documentation of grading and utility agreement within the NSP powerline easements (85-ft wide easement and 66-ft wideeasement). In Process. — Permit Application submitted 02-24-2020 6. GradiRg fer the eutlet fA-.r Pend 10-0- .*'-; OR adjaGeRt private property and will Nintpd woll hp nAArdonatpri with preperty ewmar Plans will he adjusted aGGGrdiRgly easemeRt Plans hAyp hoop adjusted. 7 Sheet 6- shoving the ghost plot isMOSSORg from the plan so+ dla+odl 3/'7!1/' 020 Chao+ G: ail dlodJ 8. Outlots should be reviewed for drainage and utility easement requirements. 9. The culvert crossing under Red Oak Lane is shown within the right of way however grading to match shall be completed through a temporary easement/right of entry obtained prior to construction. Nadeau Acres Engineering Review Ms. Katie Larsen 7/012020 Page 9 Development Agreement A Development Agreement will be required with the final plat. Noted. • Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The stormwater maintenance for public facilities will be covered under the City's Programmatic Stormwater Management Agreement. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction 3. Minnesota Pollution Control Agency Sanitary SewerExtension Permit 4. Minnesota Department of Health 5. Rice Creek Watershed Permit- Note CAPROC 4/8/2020 6. Anoka County Right -of -Way Permit 7. Provide documentation of Northern States Power agreement or document of understanding of the work (permanent and temporary) to be done within the NSP easements on the site. If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. You may also contact Kelsey Gelhar at (612) 709- 4897 or kgelhar@wsbeng.com. Nadeau Acres Engineering Review Z I i I 1 1 I I I I I I I I --'-------------J� { ----------------- _ _J EAU ACRES LINO LAKES, MINNESOTA _ ___ KtU UAK LN I I I I I I I I I!----iI------------------ I I ` / / I IL I i I II li I� � � � I I I I I I I r I I I I r I I l I I I I I I IJ')I L � I I 2 1 ------ (n C) 1 IL I I I I 1 I I LLJ zLij - all / or N I II I I I a 3 E tlr at SITE Y - i E N a o Eok• m w° add Ea 1, 01, Lake VICINITY MAP NOT TO SCALE SHEET INDEX 1. COVER 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT INDEX 4-5. PRELIMINARY PLAT 6. GHOST PLAT 7. PRELIMINARY SITE & UTILITY PLANS 8. GRADING INDEX 9-10. PRELIMINARY GRADING & EROSION CONTROL PLANS 11-12. DETAILS R1-R2. RESOURCE INVENTORY PLANS T1-T4. TREE PRESERVATION PLANS L1-1-2. LANDSCAPE PLANS P1, PHASING PLAN N 0 50 100 200 BENCHMARKS 1. Minnesota Department of Transportation GSID Station #92399 (Name: 0282 S) ELEVATION: 931.46 ft. 2. Minnesota Department of Transportation GSID Station #92394 (Name: 0282 N) ELEVATION: 911.43 ft. 3890 Pheasant Ridge Drive NE, Sun, 100 Revisions: BL HOLDINGS LLC 1 / Carlson a a reporcasprearedbylmespecification Print Bda a Drawn: JJO 1.1/l0/2oPer City evieeS-te 1, NADEAU ACRES nvironmental Blaine, MN 55449 or report was prepared by me or under my 2. z/7/20 Revise sneers 9,10,&12 r engineering Phone: (763) 489-7900 direct supervision and that [ am a duly signature a Designed aJx 3. 2/21/20 Revise Per City Comments 7517 162nd Avenue N E COVER Of J McCain I surveying Fax: (763)489-7959 Licensed Professional Engineer under 4.3/2.1. Rev per new Pond 100 outlet. Lino Lakes, Minnesota �] WWW' rlsonmccaln.com the laws of the State of Minnesota Date: 12/6/19 License 25063 Date: 12/6/19 6.6/3/20 Per City Comments Columbus, MN 55025 / 1L North line of the East Half / Northeast corner of the- ", --of 11 �I-_---eaz---_ the Northeast Quarter of I i\ East Half of the Northeast •III LL.t OWNER: �� Section 26, Township 31, l \Quarter of Section 25, _j I JAMES R & KATHLEEN M NELSON _\� Range 22 l� II q�wnship 31, Range 22 "- _ J PID:26-31-22-11-0006 w F-I I L�rw.-pacalleJ with the South \ II 11 a to i �'�Ine of the East =1 cf the \ / 9I OWNER' l �� J� Northeast Quarter of Section - �a-� / KR/S➢NE R SWANSOry 1RUSTE 1 I ) 'r • ry 26, Township 31, Ran 22 �i � PID:26-31-22-11 0004 II w I p 9e NB9°2¢'11"w��ONINC�'. R \� �JJ'11ttss - - - - - - aaRere oEserrianav z rat" 10`55 s \ �sa�� V�I•Fk , / 20\ III Pm (D That part of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, described as follows: Commencing at the IFn D\ �. Southeast cor r of said East Half of the Northeast Quarter, thence North along the East line of said East Half of the Northeast Quarter, a distance of 941.14 feet to t1..II )35e I� 658.00 I -I a III ry Yu ,(�� Z the North linen of the South 941.00 feet thereof, also being the point of beginning; thence westerly, along said North line of the South 941.00 feet thereof, a distance of LUL j\ �' 'J Z 865.13 feet to the West line of the East 865.00 feet of said East Half of the Northeast Quarter; thence southerly, along said westerly line, a distance of 196.03 feet to / I ) / 1 6R' 0/ L'td the North line of the South 745.00 feet of said East Half of the Northeast Quarter; thence westerly, along said North line, a distance of 135.02 feet to the West line of O \ % ; I / O` DEI j OWNER: O he East 1000.00 feet of said East Half of the Northeast Quarter; thence southerly, along said West line, a distance of 495.07 feet to the North line of EAST BIRCH \ 'J$�1 N ADDITION, according to the recorded plat thereof, Anoka County, Minnesota; thence easterly, along said North line of EAST BIRCH ADDITION, a distance of 611.39 feet to } C`34� SUSAN G & ETH A LANG the Northwest corner of Outlet A, said EAST BIRCH ADDITION; thence southerly,long the West line of said Outlet A, a distance of 190.00 feet to the souther) line of J, / \ /P\02y t $ ddd888���111 PID:25-31-T2-22-Doi1 said Outlet A; thence easterly, along said southerly line said Outlet A, a distance of 60.00 feet to the East line of said Outlet A; thence northerly, along said East line / �' \�/ nO /1f( / g II < / of said out at A, a distance of 148.74 feet to the North line of the South 208.71 feet of said East Half of the Northeast Quarter; thence eeaterl alon said North line, Ul9002 n /� /-� %` 1 / // - ,(/v/N� i��jJ.,' c // as a distance of 120.02 feet to the West line of the East 208.71 feet of said East Half of the Northeast Quarter; thence northerly, along said West Ine, 0 distance of +11 V ������ \ o /// \� \y�/ ;� -,e / / ,II III �ss 417.41 feet to the North line of the South 626.11 feet of said East Half of the Northeast Quarter, thence easterly, along said North line, a distance of 208.74 feet to 1 t"I" �.rf ���ll\ A` / / t, /A YYY _ said East line of the East Half of the Northeast Quarter; thence northerly, along said East line, a distance of 314.94 to said point of beginning. OWNER: n I 1 n / ,� ` +/z I„m�i�, G✓14 LINID M B 1WCKERS -22-1 TRUSTEE \_� / ds/8 I� R,- If (Abstract Property) PID:26-31-22-12-0006 I r A -r 1z/' n I r- /r / R,S ✓ C y�J�I / !B ' d.. Q��1 AND yam / s� / �g�/ ,bN� I Q (Per Title Commitment File No. T19-10064.1, dated October 4, 2019 at 8:00 A.M. prepared by Registered Abstracters, Inc., as issuing agent for First American Title o 6� Insurance Company) "I°- / unvuel 'm tbe'S m e S89 4' Z <J+rf of the Ey sYRalf of the���� i/�ss m,n+Ip• That part of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, described as follows: Commencing at the /Noetheas Quarter of ern /%�� _� - Southeast corner of said East Half of the Northeast Quarter, thence Northerly, along the East line of said Northeast Quarter, a distance of 1100.00 feet to the actual 26, T:ship 3 ange 22/-r" 1 / R yEassnnt / �1k(_e 01P------_ point of beginning; thence westerly along aline parallel with the South line of said East Half of the Northeast Quarter, a distance of 610.00 feet; thence northerly, 1v J / l48 0� / \�+I�w/ x (!o ✓`-a�-a'°es - - , -- ° j\A � 1>A -- along a line parallel with the East line of said East Half of the Northeast Quarter, a distance of 220.00 feet; thence westerly along a line parallel with the South line �I' 658.00 t_n W �V V,�6-N'a- of said East Half of the Northeast Quarter, a distance of 48.00 feet; thence northerly, along a line parallel with the East line of said East Half of the Northeast a� I 1--I Quarter, a distance of 345.00 feet; thence westerly, along a line parallel with the South line of said East Half of the Northeast Quarter, a distance of 619.7 feet, / Line p.,OXwith �Eafi ; I �- IS 0.00 / I� ,m �y� O more or less, to the West line of said East Half of the Northeast Quarter, thence southerly, along said westerly line, a distance of 919.95 feet, more or less, to the '/ line of EgeY ti.. -4- / N$ a2411"W ®/ // 'I ?'l North line of the South 745.00 feet of said East Half of the Northeast Quarter; thence easterly, along said northerly line, a distance of 449.55 feet, to the West line _ ,N,orit Q�ij ye tian� J^ I / �p of the East 865.00 feet of said East Half of the Northeast Quarter; thence northerly, along said West line a distance of 196.03 feet, to the North line of the South y ° / �• N 941.00 feet of said East Half of the Northeast Quarter; thence easterly along said North line, a distance of 865.13 feet, to the East line of said East Half of the Northeast Quarter; thence northerly, long said East line, a distance of 158.86 feet to said t of be w ` a, / I O ''lj' y, g pen ginning. / / / / // O \� �` l OWNER: I /\ / / d'� oc N ( / JULIE R MCNE Y V/ ,,,// / I 2`yy N1 /^ I 1 k. p3 r5p��] PI0: 26-31-22-14 002 �C' / I F l f AND `�� *1 o Cl I /////'j/ That part of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, described as follows: o / ° OLnel paallel with the South / S 1 �^ --- / lir� of he East Half of the / - / / I 1 •\ +•� r' �°`-° ) 0 I \ Beginning at a point on the East line of and line of feet North of the Southeast come then- said Northeast Quarter; thence North along N East line, te, feet; }/ / ® 1 N6, T t Quarter of S ft%n I the West on a line parallel with the South line of said Northeast Quarter 658.00 feet; thence South, parallel with said East line of the Northeast Quarter, 345.00 / 1pp� V l 26, Township 31, Range 2 ,y feet; thence East, parallel with said South line of the Northeast Quarter, 658.00 feet to the t of beginning, EXCEPT that t of as follows: o o I 1� /° / a° 11 �I.1 9p,?gyOh�'1'cC \ Para point glnnin9, Par <'z~ sr. �s'IEo-I o\ 6 0.00 ,/dm I j s3/"•" R Commencing at the Southeast corner of said Northeast Quarter; thence North 00 degrees 23 minutes 08 seconds West, assumed bearing along the East line of said Northeast Quarter, 1380.00 feet to the point of beginning; thence continuing North 00 degrees 23 minutes 08 seconds West, along said East line, 285.00 feet; thence E' North 89 degrees 24 minutes 11 seconds West, parallel with the South line of said Northeast Quarter, 262.00 feet; thence South 00 degrees 23 minutes 08 seconds 1 North line of the South 41.0 iI I� �[ \y East, 170.00 feet; thence South 31 degrees 05 minutes 22 seconds East, 135.12 feet to the North line of the South 1380.00 feet as mea ured along said East line of I\ • / / �/ \ / d+ y // _-feet of the East Half t y9 3 60 \ / the Northeast Quarter, thence South 89 degrees 24 minutes 11 seconds East, along said North line 193.00 feet to said point of beginnings OWNER: Northeast Quarter of Sion DAWD A NCKERS 1RU51EE / / / I I • / / e 26, T��wnshi 31, Ran 22 _ +s _ { OWNER: V P10: 26-31-22-13-0001 J° �6/ (�ExlsT s"ev �` e F_ '"- / / / n I ✓ _ .s (] MEGAN M SALSBURY PI0:25-31-22-20065 liss a R /865.1 �� `7 OWNER: 60 _ ` + ' / �� gaily MICHAEL P ONEILL > GENERAL NOhS West li ly, of the East 8 00 ( /y'/ I PID:25-31-22-23-0064 feet f/the East Halfhe - _ 1) The field work for this survey was completetl on November 26, 2019. / �NIIrih.fast Quarter.at'Sa""' V I / ---� I �T L_ 00 2) Bearings shown are based on the East line of the East Half of the Northeast Quarter Of Section 26, Township 31, Range 22, Anoka County, Minnesota, which is assumed to bear 26, / -/-________ /______ \ O OWNER: �'�-��T 3) ve $r NoH� e o�h\\Township 31 �Range'22 m�/ / / \ �/ // _-- �A O ISAAC 3-0063 L ` Alb-30oeund wlo ationies6h- bee0002 located as shown. All underground locations shown hereon are APPROXIMATE. Prior to dry excavations or digging, contact Gopher State One C°II for f J E / p \ T_____- 865.00 1 an O et of the East�ialf of the / / / / 3. 2 L� Q ^ 4) Approximate wetland (°re° 58876 SF)(1.35 AC). Subject to change with fnd wetland delineation approval. ###LLLI Northeast 0y5rter d Section r / �• R• / J RYAN J HOD(sS VJ 26, Law imp 31, Range" '/ / / l \ 444445-desc.) PD:25-31-22-23-0062 F- L .. -� 449.50 _ _1k /135 i- I�=ma°, / �. // �/ O �PAU EMMERICH 4 E North line, f the South 626.11P �} CONSTRUCTION INC C� z !VE\ feet the East Half f t pus t() PID:25-31-22-23-0081 &ESE R HAIMCENSON �\ a / ` NNoj t Quarter f lion \ ps a' z O PID.26-31-22-14-0003 / / \ I\ /a. To 31, Rgwge 22 VJ O F- / OWNER: E11ST 11Anc-\> 18 C� Bd1L0ER VI \\` CONmacnNG LLC C] N �C q I� ,� m� 6o PID: 25-31-22-23-0060 _ LEGEND 9 208 u - / l "" S89°2 •'11.E ,/zr 'I I OWNER: b -r \ `� x Iil I _[ ISAAC FONFS L A J d PID: 25-31-22-23-0059 �^ O - Denotes Anoka County SectionDenotes Hand Hole v V I \ y �7 L- �I ., I \ to III `[ Monument, as noted N Denotes Electric Meter West line of the East /208.71 G a I I . • � \ • -Denotes Found Iron Monument �^ feet of the East Half/of the _J- / --- OWNER: III ,�< ANDREA RENEE ZACHER O - Denotes 5/8 inch by 14 Inch o - Denotes Gas Meter Northeast Quarter oyy Section NU% f / s Tow 1 P.6n 22 NICHOLAS J KUSCHKE I PID-25-31-22-23-0058 60 `- rebar, marked with RLS 40361 / _ �P 3-.- 9eo 0 -Denotes Soil Boring/Test Hole 1 1�°S PID:26-31-22-14-000�I / 1 / B- 1 00.00 ------ -� - Denotes Light Pole - 1 - I ° N - °` °` - - Denotes Underground Telephone ____________ __ ______________ OWNER: _ -Denotes Miscellaneous Sign I h'o wr C SALCHoW - °< -Denotes Underground Electric West line of the East 1000.00 1 \ / n I` \ p_ I wp��A31-22-23-OD57 T -Denotes Existing Tree Line - 9 e - -Denotes Underground Gas feet of the East Half f the - / N /� ° of Sect\ ^� -�� IO~� 25- / \ 9 / / 1 Northeast Quarter of Section- ^ n n z6, Townshof o 71 �o zo87t 1 °i I Iw - / _ O -Denotes Sanitary Manhole -Denotes Underground Television North line t� south 2 O dan / J• 26, Township 31, Range 22 feet f the Eas`k Half f th� �� Northeast Quarts Ion Z a -_I _ /�, / O -Denotes Water Manhole ^• -Denotes Overhead Electric ~°6 E I v / T.-ship 31,ange 22 �?I I °,ti N / / 0 p Y / O -Denotes Miscellaneous Manhole --- 0 50 100 200 J\ d ry - -Denotes Watermain -I I \ I C i \ 'i .I its>>' -->--->- - Denotes Sanitary Sewer I a I Z. Rry6' / rb°s - Denotes Curb Stop ( SCALE IN FEET ) Northwest corner of /.G r 0' » - Denotes Storm Sewer / ZONING: R / /North line of EAST Outlot A, EASTeBIRO ( w j -Denotes Fire Hydrant , BIRCH ADDITION ER' NG 4 I / ADDITION NIN VU pug -Denotes Right of Access per Doc. No. 2122907.001 / 0OR SG4\ \,y IDenotes Gate Valve 61 9 West I' of utlot '/° I �I R"" t 79-- o - " - • - - Denotes Existing Fence r- A - 6� m - Denotes Cleanout S89°24'1 [` T IRCH ADDITION p\0'•Z 6 "� - - "e - Denotes Gravel Surface Y � �%"""� -Denotes Existing Well 1-.�`. la - - 120.02 y I - - Denotes Guy Wire RE"ER: LNG n� r•fo 'S89°24'11"E I ZONING: R -Denotes Concrete Surface ANDRE KURTZ O �`I I <o, -Denotes Utility Pole p OWNER: j _-East line of AO�tictDDITION A, 1 o y BENCHMARKS PID: 26-31-P2-14-0010 JOHN F & MARY J BRINKMAN ,,7a� ..G -Denotes Bituminous Surface 7+"b P' I�I EAST BIRCH ADDInoN - Denotes Mail Box ¢ID: 26-31-22-14-0009 ,�6' v �/z }n. I\ OWNER: OWNER: QX� n n n I -r l /1 n I .--1 G ROBER SCHLUNDi MARY F COFFEY STRAND TRUSTEE ❑ - Denotes Tele hone Box I - Denotes Wetlands that were 1. Minnesota Department of Transportation ZONING: R � PID:26-31-22-14-Olt" PID:25-31-22-23-0002 p GSID Station #92399 (Name: 0282 S) rIVVI I I�/I v I delineated by Kjolhoug Environmental - T Inl -_OWNER: 166 ❑ - Denotes Utility Box Services Company in 2019 ELEVATION: 931.46 ft. sz I� JEFFERY L WILSON 1 1 2. Minnesota Department of Transportation - - - - - 589241L' 0- _ _e a PIQm 2CL B21-22-14-OOQO� Southeast corner of the O - Denotes Electric Transformer e - ? a- _ Eat Half f the Northeast / -Denotes Existing 2 Ft. Contour GSID Station 1'923(Name: 0282 N) - v' r9 _ ue �'•- I_s _ saoe oreasELEVATION: 911.43 f ft. Qaarter of Section 26, O -Denotes Electric Box / _ � _ _ _ _ _ tE±• _lye _-F _ _ _ gCy no __ I - - mdl° ` I X 3t, Range zz - Exls 0 Ft. Contour �,_T.wr.hp ® - Denotes Television Box / � / Denotes Existing 1 T - - - - i-�'28-{an= - s_blr ---T �_- --- - OWNER: OWNER: South line of the East Half of•s DOWNER on< I FRANCES GEORGE BURQUE FARRELL PROPERTIES LLC-the Northeast Quarter of Section MAUREEN E dPID: 25-31-22-32-0001 26, Town hi 31, Ran 22 cm MOTHi P� _R E r�1 PID:26-31-22-41-0002 s P 9e _ _ _ rtluye vrlve Iva, I hereby ereb Certif that this Ian, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Revisions: 2 / I %)McCainjCarlson(suitet000r Y Y P P I BL HOLDINGS, LLC NADEAU ACRES •environmental Blaine,N449 report was prepared by me orundermy /y� 1.1/10/20PerCityComments EXISTING CONDITIONS • •engineeringPhone: (763)9-795direct supervision and that 1 am a duly Signature: :Y/r .�rY/ ISSUE DATE: 12/O6/19 7517 162nd Avenue NE Ot •surve' thensed lawsoend State Surveyor Lino Lakes, Minnesota / 12 YIn9 Fax: (763) 489-7969 the laws of the State of Minnesota Date: 12/06/19 License #: 40361 FILE NO: 2067 Columbus, MN 55025 www. ca risen mccain.com --------- - - --------------- --------- - North line of the East Half c-, of the OWNER: JAMES R & KATHLEEN M NELSON --a the the Narahea-t Quarter of Section 26, Township 31, Range 22 Eastheast ____ Half of the Northeast Quarter of Section 26, 31, Range 2 T11 NADEAU ACRES PID:26-31-22-11-0008 Township cast it monument) LLI line oW the East Half of the OWNER: Northeast Quarter of Section_- KRISTINE R TRUSTEE j w J 26, Township 31, Range 22 I ,WANSON N89°24'11"W ZONING: R PID:26-S-22-11-0004 I - 1055.68 ;; - (D - _ 262. 00 usZ LLI 35 sss.7 - 1 658.00 =_ A i 1 z ZOUTLOT B OUTLOT A I w FDtO I O PARCEL O'SYR/P77LW OyvN6� / I" LLI � �'� _ yl^- D O OEY%i'tt/ o �`�`- I GE26'3'' OWNER: I� That part of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, described as follows: Commencing at the Southeast corner of said East Half of the Northeast Quarter; thence North along the East line of said East Half of the Northeast Quarter, a distance of 941.14 feet to U W M (� c� 0SN pID• -f10 SUSAN G d' ETHAN A LANG PID:25-31-22-22-0011 the North linen of the South 941.00 feet thereof, also being the point of beginning; thence westerly, along saitl North line of the South 941.00 feet thereof, a distance of �g > 1 n p EP o 865.13 feet to the West line of the East 865.00 feet of said East Half of the Northeast Quarter; thence southerly, along said westerly line, a distance of 196.03 feet to �N �XG uH o 0 the North line of the South 745.00 feet of said East Half of the Northeast Quarter; thence westerly, along said North line, a distance of 135.02 feet to the West line of 2 6 >Ilu I 'd the East 1000.00 feet of saitl East Half of the Northeast Quarter; thence southerly, along said West line, a distance of 495.07 feet to the North line of EAST BIRCH I3 426� 5 'I �n Ana w„ ;i olio - ADDITION, according to the recorded plat thereof, Anoka County, Minnesota; thence easterly, along said North line of EAST BIRCH ADDITION, a distance of 611.39 feet to the Northwest corner of Outlet A, said EAST BIRCH ADDITION; thence southerly, along the West line of said Outlet A, a distance of 190.00 feet to the southerly line of 2 4 f MI ,,yy ghl saitl Outlet A; thence easterly, along said southerly line said Outlet A, a distance of 60.00 feet to the East line of said Outlet A; thence northerly, along said East line m� U L� j�8 rc ° 193 yv� of said Outlet A, a distance of 148.74 feet to the North line of the South 208.71 feet of said East Half of the Northeast Quarter; thence easterly, along saitl North line, d r_ n A I 4 (-7 r 3 I �_,L- �O�FPN',r�! a distance of 120.02 feet to the West line of the East 208.71 feet of said East Half of the Northeast Quarter; thence northerly, along said West line, a distance of 417.46 feet to the North line the South 626.11 feet East Half the Northeast Quarter, thence North line, distance 208.74 feet to SN ti� �I L_ L_ 1 ,,�� v{ I,A i t71 s. A _ 2 1 t? I� /� Ole, of of said of easterly, along said a of saitl East line of the East Half of the Northeast Quarter; thence northerly, along said East line, a distance of 314.94 to said point of beginning. isa r- p / �`� "I' I J L V. 5 r oP S69°2¢'71 �_ d (Abstract Property) SEE SHEET 41 ; 1- 193.0 I AND IIW 11 V` 1 00 - Vs mm la, I / '�I 60.00 NDD°23'D8"W q (Per Title Commitment File No. 119-10064.1, dated October 4, 2019 at 8: 00 A.M. prepared by Registered Abstracters, Inc., as issuing agent for First American Title - Q w O >48 / RED OAK LAND / " O. L. Ic r- , fir. nA 1 Rt_v vnK C_ A1C0 z n� maurana- Company) .`H- ,< ,- 658.00 / _- - z 6 z �' 610.00 / '� � `°" II � ,y,p� O at the That art of the East Half East the Northeast Quarter of Section en Township, Range 22 Anoka Count Minnesota described as follows: 100.00 feet Southeast corner of said East Half of the Northeast Quarter, thence Northe) aloe She East line of solo' Northeast Quarter, a distance of 1100.00 feet to the actual v. 9 12 ;� N89°24'11"W / / / �"t+' N t of be ginning; thence westerly along a line parallel with the South line feet; thence northerly, said East Half of the Northeast Quarter, a distance of 6ine _ 1 I / / 2 �� Line parallel with the East y I �yry along a along a line parallel with the East line of said East Half of the Northeast Quarter, a distance of 220.00 feet; thence westerly along a line parallel with the South line p N w 10 e parauel dim me saute -__line of the East Half of the / 1\ I Northeast Quarter of Section / --line f tryry�East Half of the 1� a O of said East Half of the IN Quarter, a distance of 48.00 feet; thence northerly, along a line parallel with the East line of said East Half of the Northeast Quarter, a orof 345.00 feet; thence wester) aloe a line with the South line of said East Half of the Northeast Quarter, a of to of Nor h feet, tVN P01 W w North 4t Ouarter f Section I 26, Township 31, Range 22 / �P° 6,/ 31, Range 22 2` y I y, g parallel more or less, to the West line of said East Half of the Northeast Quarter; thence southerly, along said westerly line, a distance of 919.95 feet, more or less, to the p1 ° MCn Z.7 13 O / ownship F ¢}',tti North line of the South 745.00 feet of said East Half of the Northeast Quarter; thence easterly, along saitl northerly line, a distance of 449.55 feet, to the West line the East 865.00 feet East Half the Northeast Quarter; thence West line distance 196.03 feet, to the North line the South °o Q O n OWNER: / / j `v 3 Qd - of of said of northerly, along said a of of 941.00 feet of said East Half of the Northeast Quarter; thence easterly along said North line, a distance of 865.13 feet, to the East line of said East Half of the doM p1 o m 9 0: ,`j 4 cV ° JULIE R MCNEELY, CV o PID.26-31-22-14,-0002 / Line parallel with the South () (7 Northeast Quarter; thence norther) aloe saitl East line, a distance of 158.86 feet to sa ltl y, 9 point of beginning. e, 1 ]NLAN� INE W x' N / __ of the East Half of the Northeast Quarter of Section I AND o 14 `// // S�`J °'2¢•11"E 26, Township 31, Range 22 V' 941�OOl \ 8 4 v mu I / 610.00 m� I� - CR 3 That t of the Northeast Quarter of Section 26, Township 31, Ran 22, Anoka Count Minnesota, described as follows: Par P go y. n i� /z `� I1 L> \ �P \ Beginning the East line 1320.00 feet North the Southeast Northeast Quarter; thence North East line, 345.00 feet; r., ✓,J / / i / i - at a point on of and of come of said along said thence West line the South line Northeast Quarter 658.00 feet; thence South, East line the Northeast Quarter, 345.00 1• � 15 F� / / North inn of the South 941.0 `� \ / >' on a parallel with of said parallel with said of feet; thence East, parallel with said South line of the Northeast Quarter, 658.00 feet to the point of beginning, EXCEPT that part described as follows: W � .. 1 `-' I / / feet of the East Half of the JJ / / ' 60 �o Eel 1 t '�' 7 _ �� 7", I North eas Quarter of Sectio 5 / / 26, Town ip 31, Range 22 ^^ / `t + F� OWNER: Commencing at the Southeast corner of said Northeast Quarter; thence North 00 degrees 23 minutes 08 seconds West, assumed bearing along the East line of said Northeast Quarter, 1380.00 feet to the of beginning; thence continuing North 00 degrees 23 minutes 08 seconds West, along said East line, 285.00 feet; thence >0 / 11 12 MEGAM SAUSBUR point North 89 degrees 24 11 West, the South line Northeast Quarter, 262.00 feet; thence South 00 degrees 23 08 i k y // Ir / 10 q C,I P10:25-31-22-2.-0 5 / / minutes seconds parallel with of saitl minutes seconds East, 170.00 feet; thence South 31 degrees 05 22 East, 135.12 feet to the North line the South 1380.00 feet East line wCN 2 t 16 / / / ,� minutes seconds of as mea ured along said of the Northeast Quarter, thence South 89 degrees 24 minutes 11 seconds East, along said North line 193.00 feet to said point of beginnings wa OI SM 6 / 865.1 / - - OWNER: NICHAEL P ONEI _ 60 <� �- 6 r jl PID:25-31-22=23- 4I SO Nort line of the So th .00 feet o he East If of the V I / 9 _ 13 / I L F Oa l 3 North- t of Section 1 / O Oro OWNER: 26, T nship 31, Range 22 3 '1 o / / / 7 OD O IM n I ISAAC IWPPERFUR T 4 5 II -- -- - - - - - - - - 865.00 --- - - - - - - - - - - - - ---- n PID: 25-31-22-23- 3 ` GENERAL N07E& o I•- 1) The Feld work for this survey was completed on November 26, 2019. 18 �f� o �14 t_Z RYANW HfES ��J 2) Bearings shown are based on the East line of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, which is assumed to bear U I (449. 55-desc.% 1 / 1 0 N00`23'08'W. __ 19 V) I - / F- d 449.50 /135.02 �a1 We line of the Ea 865.00 �1 ,/z mfsl.^n 314.48 lw>ns�r^","'/ ,II f t of the East H the ��[v � �Ql_ 15 m K �PAUL EMMERICH Z S89 2411"E / / ortheast Qaar[er of Sec n `n orth line of e South 626. 1 lf) CIXJSTRUCTIGN IN Ci SITE 7 /I 26. Township 3 , Range 22 'VG '--' z SITE DATA z OWNER: / / � feet of the aat Half of the _ _ .. PID:25-31-22-23- 61 C) TERESE R HAWKENSON / / 20 Nartnea Quarter of snort°° �� TOTAL SITE AREA t33.03 AC. EXISTING ZONING R 0UhOT D 26, To ship 31, Range 22 OWNER: LU PID:26-31-22-14-0003 - - N / // 3 16 < BOULDER N O > EXISTING WETLAND AREA t1.35 AC. PROPOSED ZONING R-1 21 331 CDNTRAC7ING LL () N �I ,.. 60 PID.25-31-22-23- O CC EXISTING UPLAND AREA t31.68 AC. UTILITIES AVAILABLE l SEE S H E ETJ 208.74 0 , - TOTAL ROW AREA t6.48 AC. S89-24'1'1 EE o ti OWNER: C.S.A.H. 54 t0.74 AC. MINIMUM RESIDENTIAL SETBACK DATA: 1 % 4 Try ISAAC FONES INTERNAL ROW t5.74 AC. FRONT 30 FT. L) 1 r- n T `( wD'25-31-22-23- 59 _ TOTAL OUTLOT AREA f4.51 AC. SIDE (GARAGE) 10 FT. / I V II I [ L -1 L7 / I OUTLOT A t1.14 AC. SIDE HOUSE) 10 FT. we-t h - of in .71 U OUTLOT B t1.71 AC. SIDE CORNER 30 FT. m0� 28 127 26 25 24 23 22 feet o the East Half of theOWNER: -J- / Nortne st Quart r of Section OWNER: I ANDREA RENEE ZA ER OUTLOT C t0.09 AC. REAR SETBACK 30 FT. NU% 26, To -hip 31, Range 22 `�� NICHOLAs J KUSCHKE 1 I P10:25-31-22-23- 60 `- OUTLOT D t1.06 AC. REAR SETBACK TO C.S.A.H. 54 40 FT. / • O) 18 PID:26-31-22-14-0i p� ,� u �1 OUTLOT E t0.35 AC. _ ____________ 10)0.00------- r - oa' \ TOTAL UTILITY TRANSMISSION EASEMENT /------ a m� OUTLOT F fD.,s AG. owNeR: AREA OUTSIDE OF RIGHT OF WAY-t1.69 AC. k / / Y to Q - a snLc W V TOTAL LOT AREA t22.04 AC. west line of the East 1000.00 WILLIAM LA�N'E n � 19 fin_ - i I MI°p5-3-22-2J 7/� SMALLEST LOT f,0,800 S.F. PROPOSED WETLANDS (remaining)-f0.64 AC. /I --- ° a F o zos 71 y ~ wD: / feetNorof ouart r of seethe -ion o I_ or 1 , ` LARGEST LOT f28,575 S.F. PUBLIC PARKS &OPEN SPACE N/A feet of the East Half of the _ v w °o, n 0 7 Narmeaet Di, ter f seaoa.71 �o I doM _ AVERAGE LOT t14,120 S.F. ARTERIAL ROW- t0.74 AC. of the I 26, Township 31, Range 22 feet f t Half o the o -- _ z __' ` % a / TOTAL NUMBER OF LOTS�B NET AREA f29.96 AC. ------- 4 n I v z6, Tawn-p 31. Range zz ct „ / 0� / GROSS DENSITY 2.06 LOTS AC. 7 1 6 8 %) v 1 a O�0 Total N Lots/Total Site / 3 2 1 1 -) -r r- E) 11i I ✓/ +�S' NET DENSITY f2.27 LOTS AC. I I �_ I 93y w�l10, 0ry6. / / Nora west corn of _ V Total // Lots/(Total Site less Arterial ROW, Proposed Wetlands, Utility Trans. Easement) North line of EAST e Qt - ZONING: R _ Dull a A, EAST IRCH - l1 / BIRCH ADDITI N gDDI ION 20 0 S&- A-00� I - n 611.39 west line of outlet A,e3+'�' PROPOSED r n \.T S89°24'71"E EAST BIRCH ADDITION _ ,/z m^n n", Z6' 0 wo `� P - N DRAINAGE AND UTILITY / - M W I EASEMENTS ARE SHOWN THUS: �. a io _-- I ,__120.02 y OWryER: L Inv l �140 e oo - 3,- , S89-24-11"E ZONING: R LEGEND ANDREp KURTZ OWNER: Oa �`' 0O7 C� `� �� __East line of Outlet A,' PID: 26-31-P2-14-0010 JOHN F & MARY J BRINKMAN yA' pm� O na EAST BIRCH ADDITION O• -Denotes Anoka Count Section 5 ID: 26-31-22-14-0009 6� an J DpN 11 Monument, as noted y OWNER: OWN l 1 1 ZONING: R n 1 - �o ROGER SCHLUNDT MARY F COFFEY S AND TRUSTEE 1 rIVVI 1 I�/I v O �o PID: 26-31-22-14-00" �Ii6 PI0: 25-31-2 23-0002 • -Denotes Found Iron Monument - S89°24'11"E°� C� PID:26-31-22-14-00<.�5 _t feSect Southeast corner of O -Denotes 5/8 inch by S inch o - IF-5 0 L T - �� JEFFERY L WILSON t Half of the rebar, marked with RLS 40361 - - • Scutt BIRe .1 Outlet--- --�--- rang-__�____J L_____1_- ' c A A1n - - -� 328, -Denotes Right of Access per Do ^toNo. 2122907.001 _ _ _ _ v.J.n. 1 Irv. .iY l e o Qu Range 1 w° I - - Y y 22 (Fusion f� �.r ner) (cos to _ _ _ _ _ -Denotes Wetlands that were I 5 II i ro _ Souther) lie f Outlet � � �_ of 1 1 1 k 0 0 100 200 ( " I n t iron -' delineated m any in Environmental being 5 feat in width, and adining side lot lines, _ C'�li�vf7 JCi RED 1 ent) OWN R: Services Company in 2019 and 10 feet in width and of boundary adjoining right es way SCALE IN FEET -T- OWNER: South line of the East Half of owNeR: I monum PRANCES GE GE BUROUE lines, rear slot linens and plat boundary lines unless ( ) FARRELL PROPERTIES LLCO2 --the Northeast Quarter of Section TINNOATUNRyEEN1{EpR& PID: 25-31-2-32-0001 otherwise shown this plat. PN:26-J1-22-41-0002 26, Township 31, Range 22 PN:26-31-22-41-0001 3890 Pheasant Ridge Drive NE, (�CarIS011 sulteloo Ihereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: KOM Rai BL HOLDINGS, LLC NADEAU ACRES • environmental Blaine, MN 55449 or report was prepared by me or under my 1. 1/10/20 Per City Comments .engineering Phone: (763)489-7900 direct supervision and that lamaduly signature: .� ��� ISSUE DATE: 12/06/19 2.2/21/20PerCityComments 7517 162nd Avenue NE PRELIMINARY PLAT INDEX of •surveying Faz: 763 489-7959 Licensed Land Surveyor u ader 3.3/20/20PerPanel1000utletRevision Lino Lakes, Minnesota McCain www.carlsonmccain.com the laws of the State of Minnesota Date: 12/06/19 License # 40361 FILE NO 2067 4 6/03/20 Per City Comments Columbus, MN 55025 12 see ate 06o4 of:vo \ 21-8440\8440-ede p-N.d eeVwvevlorelimmuMe<aoym mee..ewy Northeast corner of the East-- - I I LEGEND Half f the Northeast Quarter N Section 26, Township 31, I I 0• - Denotes Anoka County Section o - Denotes Right of Access Range 22 OWNER: Monument, as noted per Doc. No. 2122907.001 (cast iron monament) JAMES R & KATHLEEN M NELSON owNER: • - Denotes Found Iron Monument Line parallel with the South line of the PID: 26-31-22-11-0008 KRIS77NE R SWANSON TRUSTEE „I,.1 - Denotes Wetlands that were - --East Half of the Northeast Quarter of -' delineated by Kjolhoug Environmental - PID.26-31-22-11-0004 O - Denotes 5/8 inch by 14 inch Section 26, Township 31, Range 22 Services Company in 2019 I N89°24'11 "W rebar, marked with RLS 40361 ,/n Idpn t ---- 659.7 1055.68 R S 4264e 523.4 a -n9 FmI 658.00 - /2 Incn Iron I 30.0 30.0 ` 472.2 1 11 262.00 i I � 3s 74. rp 3W 30 I 1� I j 33 33 0 25 50 00 OUTLO:1 372 eq.ft. m Drainage and Utility Easeent N 1 14 I m (Over all of outlot B) 65.3 -- 82.7 z l 1 7004 OUTLOT A I o -UD an Drainage (Over aalld flityt Easement I I SCALE IN FEET ) fa9,351 --- --- 35.2 _ 560 '33r � 9e and � ( o Outlot A) lJ No j c^ I I v Eaeemen o 14 �o8 i� I i 5 2ti 1 1 C5 r 1 -I 8 76 8 \___ O i7 OWNER: 1° ( 11---- I----_ 4.9\9 �'' v I Oe1 GEOFFREYL WEBER wN `o _ I n o PID:26-31-22-11-0010 I j Z w pj m1 i°% I I 1 L- / Go l a, W I 4 33 33 I 1n. o. `� f14,385 eq.f � o � r o H ry o82I o I I n y� /f l n !- �'f t12,35o a .ft. I I x d' d"6.s I69�/ \ f7 1_ \\ uN \o r - _--_--I- 30___ 30 a , ' mo / �\ /'--------�I-=rcOwtt G 80.0 O� col N ° F q oa u�i 3 1 1 ,00.3 cw J_�3=�j 2n.1 0 eq.rt. �_---, r_s4.7 ,m - �o I I \ 0 6 - m1 q R s 1a26aa G�P�I mN I L / e3 \ \ i 1 I 2.6ry vj lh ,-� 313 352 s ft. / e I 10 10 „/z =° roe N I m 0Z i' \ q \ - L 39.1 51.6 �� M L--- q ` �-�-es, 4 r N 2 \ \� 5\ 5 704.5 ±11,937 ft. \S X 1 �'j0 _ _ �� '� I aq' os�, I o I 6� < \\ e3% \�� 8 R-12s.i`�� n `�\ �. I 1 9 \ Ia as I 8 4 \\\ i %sg 87.6 ,i _ es.o \ 3 I� Iv \ 1P S �� M0 1 ' ±11.532 s ft. \ / g' 120• 78.5 9.ti _ ^I - ±12,148 sq.ft. _ Z -al 5v I \ \ q• �\ \° 1 I� e= `Z pl \ �'$s. \ v / \ 'S / n j �s \ °,� ±11,526 a ft.l 1 \ tS M I 0 w R I aS \ \ a, \ q• ±11.978 eql �-B1-z__ / so.o laze \\I� r 33 I 60 S �y 5 \\\ / // d`� p9/ -_-_� 30 30 j _ 173.5�\\ \ �% 4gB J �`\- 1010---_-_-_ _-_-_-_---_\\ // \ - o l'e L J L---- 1z6.1 192.99/ , /zaae / 9. V t12,3418q.ft. / \ /ti ¢ '. , F_ \ 73, -- -- sazeae S89°2411"E i%2 Izm Ir.n / 1/2 ±13,715 eq.ft. \'\- / 20 290 '� \ 13g.3 n RED OAT{ LANE // °°n Iron) //o do RssDo`�-_� 4az9 // 1l1 MJ/ o l R K o ! o.Il c ----- -- > -- �- r- O� 313,401 eq.ft. �✓ vn i_n"C 0 I•_ 144.7 Z / M 30.0 ; Opp I----------- -J - 20 24,0438q.fL 54. 1 - q o /^ 20 R/55 zQ1s Line el with m° South line Ifthe° // / z -V W L-T-- 135.0 T-J / - - I I t13,435 a ft. / 48.07 °d 610.00 / /2In°n 1- I East parallel the Northeast Quarter of N89 2411 W r�,' rti/ \ 00� 12 0 0 �y Section 26, Township 31, Range 22 _---61.7 /^ �` :�/ / \ 0 O1. // / 33 I 80 _ / \ 211.532 aq.ft. m j d 2 ` / g 10 \\ j �I I I � N mT I 57.2 l x V 1 oW Nr / f11,567 aq.ft. r---------- - L---- 135.0 ---J� OWNER: /' / I ° A Io / - 1 ,--------, w JUL R MCNEELY n _ N I - BD PID:26-31-22-14-0002 a rn _ of I __-- --JM oo I e O I t16,870 eq.ft O N - 3 13aq. �I �I - N p _ M tn,4a6 n. c3 N o / 30 30 �, _____1438___ _ `� _-_---__-_ a O. IL 150.0 e O 30 30 311,557 aq.ft. 4 m (/1 -- SRange /- - J a ±12.239 q.ft. __ f r I Ln. parallel with the East - - - - �^ I m L---------- J _ J zo eati- 26. Tawn nip 31, Ranger22 // o JOSEPHINE -j I �F e.z� ---- 9-6 -- t34s --- East Half of the Northeast / ap pm' I CNN a o I LANE 1sz2 O N M n / 20 F- f ----- / q o OSy `om O pl �`+j_Drainage and -� 1`\ 14 0l I °�' I� 1 II \ /// // Line parallel with the South line of the I j 4'PR, -� i n M Utility Easement 1- N 1 a / / --East Half of the Northeast Quarter of J` l� �.o--------- -, -----n I------- - °, e9 pll I 11223 S89°24'11"E ¢ro -8M I �I �, I� ?z 0 ±11,920 sq.fL oln / / Section 26, Township 31, Range 22 33 60 ?� So I y m 3 150.0 9.� III I w 8�1 Lo. 9.- I - Il li 1 l 0311, aq.ft. �2lnrn Iron i/ `-----126.3 ---- _ n a / 610.00 312,595 aq.ft. I II3 co cs 71.2 169.1 183.4 60.0 0 0 ---------------- _ 30------- BE 1 a i 315,24a eq.ft. "I o �r o wll of N r-.1 \ // o° / \ \ Bo 6o \ 15 \ / aA / \ \, Oo I I I 30 zl uI \ ,I III f11,132 eq.ft. 01 11 °' o ml 5 \ _ Ao° / / North line of the South E- - p n m t12,926 eq.ft. rh - ' \ 941 00 feet of the Ea 3.1 I �IIP9 \so 320,198 aq.ft. / /// \ \ �• -Half of the Northeast st \ \ ±16.660 sq.ft. / V� OWNER: t I `I sa.Q R=60.0� . im T z . \ p l 3? / \ o I _e� / \ Quarter of Section 26, \ \ /2 MEGAN M SALISBURY y _ 1 / \ V1403 - \ / ABF a c i \,i2 Township 31, Range 22 \ \ ¢� P/D:25-3f-22-23-0065 a M _ - _ - \\ s \ \ a2.o tz2ao78q.ft J J I I Y / as oc \ \ ±23,095 s .ft. 10 16 -a /N , C�;'0 \ t11,354 s ft. ` �\ / cF,x n 9 / \ / ��I W TC I EE t13.351 a ft.0 I6 `6` \ 1'0 1 _ q• 1' y� q- 9. �fo�=Y / \� � \ \ � \ \ ° � � F `J 9 I O5 is,-\ \ / of _ \ Q\ %� d ,5 s J\ / 865.13 \ \ 00/ / ?69 \ i' `50 hod I o / �I Im 6 ° _ zac° I J I �N 314,588 aq.ft. OWNER: > \ \ p ry MICHAEL P DNOLL - �\ 149 0 - - - - -1 \`f•-/---- ----- ---- 1 ---------- \�= s ----------------------- - I / �_ 1 i__� i PID:25-3f-22-23-OD84 ^ i \\43 �/ - v°Y°� //\ -r ----L--------- - ----\\ 09 \\.0o tza,9z aq.ft� \ o� `, 6p0, : \ o ----- u ' 3s )I /// \ \�9 \ \\� i - ---13-------iNCD C� 7 I \ T r � = o a 6 J 0 / / \ 1 I ±13.366 sq.ft. - �\ ��oc ryr�� / B \.gpt15,545 sq.ft. bh/ / \ \ °o I s i - m /0so \�J/� / te°e`jO o r S 1 I o I ±22,380 a ft. o o / / / O ro I q '16� /_152.4 _ _ - - _ J OJ o OWNER: m / 1 % �� z Q // // \ \ // / 0 , \ % of / \ , M SAAD WIPPERFURTN �j a+ / / l� - So \ / / / \ \ ro. N m .�6� - - - - - - - - - - - - 1� o PID:25-31-22-23-0063 / \ \ ±18,610 a ft. t19,878 s ft. / °'°/ 2 j\/ / ±13,040 s ft. \ 1I qy N \ / / O - \ / 4 0 �� F t14,754 aq.ft. p J/% \\ b°j \ \° //// \\ SP a \ /'? 3p / �¢14 ' - I 5 I T / / i / ✓/ \ �� B2\ \ //// /\ i y \\ / t17,176 eq.ft. OWNER: �i / /I s �� \ ``r \\ / / \ �/\ III RYAN JHODGES 18 PID: 25-31-22-23-0062 I I 3890 Pheasant Ridge Drive NE, (�Camin Suite100 1hereby certify that this plan, specification Print Name: Thomas R.ealluff,L.S. DRAWN BY: KCM Revisions: BL HOLDINGS LLC • environmental Blaine, MN 55449 or report was prepared by me or under my /y�"Al1. 1/10/20 Per City Comments ' NADEAU ACRES •engineering Phone: (763)489-7900 direct supervision and that) amaduly Signature: •1�i�"^�r•%Q/ 155UE DATE: 12/O6/19 2,2/21/2D Per City Comments 7517 162nd Avenue NE PRELIMINARY PLAT7- -d-f •surveying Faz: 763 489-7959 LicensedLand Surveyor under 3.3/20/20PerPanel1000utletRe,vision Lino Lakes, Minnesota MCwww,carlsonmccain.com the laws of the State of Minnesota Date: 12/06/19 License # 40361 FILE NO 2067 4 6/03/20 Per City Comments Columbus, MN 55025 12 see ate g6 os o 1NoDs\eav - eaaoleaag - p-N.d rid\ a \p,e --rAea4 .d.g .4 o m \�3_2/,q -\----- - - - - � \A /^/ /�_.>_ ,/ gob\° t°�eYc/ / / //,5/ / / iII // /�/\. 1^(pp\J/9 °_\/ , /\ \// \/\ /\ i@�/ \ /\b \ �i\jtj'TR / J\/8 �•/; \/ \\��A \/<• / /J2\\/ •\// // \ /b/\ /// � \ / / s��/�\ \ory,'P/P%/' tl{' \, �/ •��/�\��m to M O 1524 oz0 PID:2� OWNER: /°e ' / C 6PPERF 2U 3R-n0 f _ -- //25-31-22-23-0008 63 PID. t18,610 sq.ft. f13,04aq.n. 14 ±14.754 aq, tn.ns aq.ft.�OWNER: k �RYAN J HODGES8 ±14.649 s/ ±14.67591 ! Easement /449.55-desc.) 50 0\\4/ 171.3 O 95.4 7./2 2 .D RL63960 314.48 1/2-I—- I o-P a at / o \ / / / S89°24'11"E .1 s\\ //// 19 \\ />^ 3�4� �y0¢ // \ y„moo �\\� Z OWNER: North line of the South 745.00 feet of I // / / \ / / ±11,187 eq.ft. f / \\ b // �\X \ G�' 15 RA EMMERICH the East Half of the Northeast Quarter- / / ,Rs \jam/ / / \g2 ^4 / ^,'i."/ \ �% P t28,575 sq.ft. x CONSTRUCTION INC I of Section 26, Township 31, Range 22 P/D:25-31-22-23-0061 7� a\ ,/ / e,9 \> // I IERESE OWNER: NSON// OUTLOT D 0 q0 \•y// 2\d /G� s\\ 4 U - I I PID: 26-37-22-14-003 /// 2s li Drainage 6,250tiligy Easement y\ t10,859 sq.n. / �\ \\ y 16 \\ \ o I / / Over all of Outlot E) x2\v/ a ±14,562 sq.ft. \ / / / \ 4P \ ,$ 60 60 OWNER: / / < Z , i / \ \ BOULDER I I / / / \ 3 / / \ \ f� \ \ � , \ CMTRAC71NG uC / 21 \ \ \ \9 -P \ 'ft \ \ AND-- C o '°\ - - - - - J wD:25 31-22-2s ooso 49\\ / / ±13,565 aq.ft. •\ \ P+�? 1 \ -148.7 60.0 11 .. . I 2, \ --\ "\\ 08.74 I"384s // 8E/z ,/ r- -- I- 216.1S-------_-.7 - ---, Northsouth "n 62611 1 28 I I I I I I I t12,489 eq.ft. ;1127 ,400 aq.ft W J�.,1ri I III I I 82.0 ISi 0.0 - i - 80.0 r - - - - - 1 85.0 r - - - - - - 1 '- 85.0 -' r - - - - - - 7 80.0 F- - - - - - - - 83.7 - - - - - - - 1 I I II I I 110 101 I I I I � \ n I Ip I V v �) \ IT r- A I L_ /1 T I o„I \ of of 26 Pwlo 25 of 24 M of 23 22 t10,800 sq.ft. oil d;11,475 sq.ft. o" f ±11,475 eall ±10,800 eq.ft. ±13,374 sq.ft. + - - - - - - -i10 as.0 io------- -0 -+--- - - - - 103 9 ---------J --J -------------;- ---- - ----- -----r 11000.00---- ----- --- - J L - - - - - - J 80.0 L - _ _ - - - J 85.0 L - - - - - - J 85.0 L - - - - - - J 80.0 L.- - - - 88,1 \ \ \ 17 a 1 n , of ---feet of the East Half of the j I o <� OWNER: \ m� n Northeast Quarter f a 33 `V 60 ISAAC PONES ±13.131 eq.ft. �' 26, Township 31, Range 22 1 h PID: 25-31-22-23-0059 25 _________________ 208.71 -------- y___ _r-- -IT 9 ll C ) 137.4 ------ L-L West line of the East 208.71 0 - - - _ ,--feet of the Et Half of the li o I Cs, -------I N� e Northeast Qasuarter of Section 26, Township 31, Range 22 - OWNER: 1 OWNER: ANDREA RENEE ZACHER _- N I� ±12.676 a e NICHOLAB P/D.25-37-22-2J-oa58 M v p PID:26007 I I 30 30 I- ---- 0alKUSE "----�------------------- -31-22J-14=CHK -------L-------� ------ `J_ 17. 1 25 Ih/ 10.2 1 130.5 West line the East 1000.00 feet WILLIAM n '\_--__ LANE �� 0 r -L 3 - OWNER:L� 0 8A of of the East Half the Northeast Quarter--__ _ _ _ _ 57g,6 ---------____ �� q- Drainage antl 25 I MIfRfAEL 7 of of Section 26, Township 31, Range 22 o/ I Utility Easement �O PID: 25-31-22-2� y/ I n O �a' HNL 82.0 6°� � 19 I a a, ` a 0 o �O I dom I/ I 820 82.0 � _ 8fi.2 � �1010r-__-__ 86.2 80.6 45.4 i , t16,871 eq.ft. Z I `m I 1 L-__-6 82.a -a_-_-_ 96.2 --_� 80 N / v 5 4a9 2 N 311,893 aq.f. 887 at.ft 311,887 s 2,494 ft n I i11,6sq.ft. t11,187 sq25 /Z P�PNP'4 d3' ,494 20f 0.1Y 22,087 sq.ft. / �Hyp'� -F. 1 5 l \ \' C_ I I \\ \\ 16 I IL no Utility Easementy �10 \,/ v /� \' \ \ 33 60 L -_J LJ L_-__-I_J � 10 L -I L\\ \ 1 ry j and Utility Easement L------j 82.0 820 y-Drainage 82.0 86.2 86.2 80.6 73.4 38.9 0 \ ov t, rop0 v2 I" n I,o 611.39 1/2 I� h I,a" - \ a06ER32 26, li 33 I 33 I I S89°24'11"E \`� North line of EAST BIRCH ADDITION \ P\0 1 r- A : •T Northwest corner of outl at--,, A, EAST BIRCH ADDITION r , \ 'n W---------J 25 III nl /2 ro - - - - - - - I I II w o dr 120.02 S89"24'11 "E North line of the South ��11 \1ti�1 O H) p '�41 1� N Ir '---HalBf a1f the Northeast East East line of Outlot A. Quarter Section 22 j SN o 0 O o 1�J i, < of --EAST BIRCH ADDITION Township 31, Range 22 l OWNER: OWNER: OWNER: O m 0 ANDREA KURTZ PID: 26-31-22-74-0010 JOHN F & MARY J BRINKMAN JOHN G BELL PID:26-31-22-14-009 PID: 26-31-22-74-0008 n. OWNER: West line of Outlot A,_ _ OWNER: 06 MAR PIED 225-FEY31- STRANDTRUSTEE EAST BIRCH ADDITION O CHLUND 31 S N c Z OWNER: oN PID:2B 2 -74-0004 A nnl-rl/ln I JEFFERY L 81LSON I I rI LJV l I I tJ l v PID:26-31-22-14-0005 I - -I - II min I,a� I � -1/z 60.00 - - - - - - - - - - - - 0 Southerly line of Outlot $89°24'11"E A, EAST BIRCH ADDITION 33 I 33 e 25 50 100 I I0 ` JI ( SCALE IN FEET) n n ! C A �v.aA.f1. IYV. 1 South line o theof Southeast corner of the Northea t Q rter f the East Half - - - 3YI sf oalf a Section n M I n of the Northeast Quarter 26, Township 31, Range 22 C�IRvf� S, REET 'O 26, Township 31, Range of Section- 22 (East LEGEND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Quarter carnal it - - - T - - - - _ t) OWNER: PRANCES GEORGE BURQUE O• -Denotes Anoka County Section Monument, as noted OWNER: OWNER:PROPERTIES I PID: 25-31-2-32-0001 • - Denotes Found Iron Monument FARRELL LLC PID: 26-31-22-41-0 02 PID 26 JR-2H4 D R00 1 O - Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 (�CarIS011 • environmental • •engineering 3890 Pheasant Ridge Drive NE, SUite100 Blaine, MN 55449 IherebyCertifythatthisplan,specification Print Name: T60masR.eallaff,L.6 or report was prepared by me or under my /y� ,per orSignature: AKiK" _A ..1 / 155UEDATE: DRAWN BY: KCM Revieiona 1. 1110/20 Per City Comments 2.2,21/20PerCityComments BL HOLDINGS, LLC 7517 162nd Avenue NE NADEAU ACRES PRELIMINARY PLAT Of 12/06/19 •surveying C in Phone: (763)489-7900 Fax: 763 3)489-79 Licensed Land Surveyor under the laws the State Minnesota 3.3/20/20PerPond1000utletRevision Columbus, MN 55025 Lino Lakes, Minnesota 12 www.Carlsonmccain.com of of Date: 12/O6/19 License #: 40361 FILE NO: 2067 4. 6/03/20 Per City Comments sae sae 060s of:\o \e421 8440\8440-ode P.<el\wa eev�,vev\o�ellmm,rv\es.o�,m.e.o J- I I I I -- -- ------------------- _ ----- --- --- -- I P III N89°24'11" — OUTLOT B 1055.68 I OUTLOT A w I I a o00 JI �xGEtn1GN I I 'v 2 6 T I 3 5 24 s� 3 LANE n 2 a, I 5 A� s8s°24'1 I — , 11---,60.00 — — — — — — — — — _ _ 6 _ 1 RED OAK LANE ,' ,' Nao^23'oe^w ^ YL OL. F i OL. , , RED 610.00 12 > N89°24'11"w 2 I I 10 �rn 7 oo ' e of 13 F- 3 --�--- 9 - 34 :1 .IpSEPnINE Q.ANE 14 S89°24'11"E 4- i / 610.00 8 \ 1 �i 15, J 4 G 2 _ ' 16 3 i r 9 13 - — F- 17 7 mo q 3 4 514 I � I , 18 "lq 8 L I F 314.4 , i 19 '9I�, S89°24'1 "E , , .�,IT 15 , OUTLOT D 20 1 F 16 I �� 208.74 S89°24'11"E- nvl 17 F; I;s--� , s uo T2827 26 25 24 23 22 �18 4 I$ ILL] AM COURT 19 5 4 A 3v P5 20 (582.09-desc.) _ S89°24'11"'E wo `� _ 120.02 I Llr\�v�jl12Q02-dcsc.) 08, d 989°24'11'E iAu�i�i i ivnvl O z — — — — _ 2a 11E 60 _ _ -- S8s 00 _ f T- ---_ -- -- Iv.....n.fl. --'i -- - -- -___ Cih,v STREET / - - - - - - - _ - _ _ I I-r � I III 0 60 120 240 ( SCALE IN FEET ) (j Carlson McCain 1—, • environmental enginee ng • s—.yln9 3890 Pheasant Ridge Drive NE, Suite 100 Blaine, MN 55449 Phone: (763) 489-7900 Fax: (763) 489-7959 www.mrisonmccain.com I hereby Certify hat this plan, specification Print Name or report was prepared by me or under my direct supervision and that lamaduly Signature: Licensed Land Surveyor under the laws of the State of Minnesota Date: License #: DRAWN BY: O# ISSUE DATE: 12/06/19 FILE NO: XXX Revisions: 1 Revised layout. 01/10/2020 2. Revised layout. 02/11/2020 3. Revised la your. 02/21/2020 BL HOLDINGS, LLC 7517 162nd Avenue NE Columbus, MN 55025 NADEAU ACRES Lino Lakes, Minnesota GHOST PLAT 6 o12 as o4 20 f: o—\ea21- e440v-0 - -- pa—n<aa plal—g - II ,Uj / ' � SITE PLAN LEGEND i"=rrv�s,z.a / r' � i \ i / EXISTING PROPOSED IS sa,.n / / 11 v i �---� LIGHT POLE stre cvRE ­.ws Q�.=�tu-ffi;3atx�s __--__ .- ,- _--.-- I/ ------------------- ___7____' / �.�' SANITARY MANHOLE O R '-,i a OU TLOT B IE 886.07 Ex snrvc R _ r 1 i. i n - 11 MISCELLANEOUS SIGN s. IS 885.97 WETLAND lS48' O T_E CONTROL EXISTING SPOT ELEVATION BooBo OUTLOT A I� Rorvo a O 1 w� el arvG •1g� `uo_ \ II EXISTING TREE t 2 RE 913.83 P "_ ' IS 897.56-E �n� 6 o li� i 3 /' + TELEVISION BOX •= 3 IE 9D7.54 s �` % '/ ' IE 885.27-N �yo ¢ 6 .17-W-1- �� LR_ 5 I ,/' L. L -= ��-%-_---�-_ FIRE HYDRANT ,•l IE 884.56 T. i I �� 4 4 1 /--�- � --- GATE VALVE Da N RE 913.32 IE 884.4$ ��av = 1'+ /+ r-- CLEANOUT o • IE 900.54 oevEwnr To s-VNE O:Jm, 2 RE A OAK NE I I /1 //-- ELECTRIC BOX ❑ 5 20 R - \ � � _-_--.-"-"----------_ P ..[ 'REN.TY' \ } iCOrvry III GAS METER O 44��?� CONNED wEco L°J y�ts_WATERMA, j Tn1, /� a.. c.Y."£To 11 CATCH BASIN ®or® ®or IE 898.39 -- RAIN GUARDIAN Q / IS 900.20-8` NW �- .. 6 0 �j _I____I_{___I____i ____I- RG r IE 898.29 I kTi > a--It-I-._I _ __ ____-1__ T al• 6 i �y;, #� .. IS 884.06-8' NE § I 1 N�' -��---2pe�^m-,.--+�-_'_ _ _ - vc->__H _->__b_�>-_y___>__>__y-- ELECTRIC METER O IE 883.99-10' SW f _` IE 883.89-10' SE - "`� -- --- ---- _� - _ / TELEPHONE BOX ❑ / / 1 IE 901.30 �O ALVE uaNN =I < 8 RE 913.70 + '- 0 R ,` / T CONNECT J UTILITY POLE LIFT sTnnory LE -b Iw IE 899.61 / / +,�' TYP.) `„ fR FORCEun16 To Ex. 0 / / 1 j IE 899.51 /+./+ ,tilREcnorvnL oRlu + III I-e (r1u _ FLARED END SECTION 7 IE 884.43 `I ER,,y l RT o L - / 12 �. a SEPTIC 1-11 TO BE - FORCENAIN ���-_ `-- �s /IE 884.33 WI m 2 REuoeEO PRIOR Ta IS 905.30" ' /� / s I I 1 L_�J�-_-�`-_-_-5-_ xN If RE 91 I /GRADING(BY OTMERS)/ +x/w /Il N-- ---_-----^- STORM MANHOLE IE 901.98Au0 10 rc WELL TO BE SE + PRIOR HE GRADING i • / l i a TH H' 13 iLL 3 (By oT"ERs> ,, +/ / \ y SERVICE SOIL BORING/TEST HOLE 0 O-iS I8 9 ,O .EDE To `aai _30 =,aBE RELOCATED To �-- - - RETAINING WALL RE 919LOT 5 BLOCK a WATERMAN STB F4 / 14IEIE 885.44 IE 88SANITARY SEWER---�------»------�- E 884.93-N �4 1 20'R REMOW EwsnNG STORM SEWER N 'BLK�PROPERTY LINE _------- -_ _ILE 1 / i I I, aAv 1, ` I / \. / / SETBACK LINE - - -- ---- / / 1 1 a 1 15 `J. \ 11 II I \ \ I 94y \ 7 1 - - - ----- - -- ----------- i ----- ------------ _ _ -_- / j1 j1/ 1 % \ WETLAND - - - - - - - / 1 5 ar -- - _ -_ - - - - / �r/Nw �10 �12 II %ILL-Jl - II1111 DITCH - - - - - - - - /// / / a • 2 I �a 1 16_ 1\ \�Y� / 9 I� -_(r1- I/ UNDERGROUND TELEPHONEJIh -•-•-•-•-•- alw 6 1---- - - - - - III UNDERGROUND ELECTRIC-•-•-•-•-•- /�- r RE 915.70 9 . UNDERGROUND GAS E 92020 903.70 T ' 6 _(�L J IE 905.20 .� I UNDERGROUND FIBEROPTIC 1 III y 1,5 ICI I IIII I 11 �_ � 1�- FENCE ----•-•--- - 3-__ - e° V I �I - OVERHEAD ELECTRIC 7 � rJ �' / IE 912.44 oRi icwnTr To III III 1i ) II l BGR 0- CONTROL /` ,'�_ E 906.20 IE 912. / / NORNn wnT 'I I r 1} ��1. 4 uCTuRE \. % 14 IIII 20�R / pOV"� / RENOW CASTING I I IIII CONCRETE SURFACE \ --- 0 ate, 18 DRl ewnv Jill e , / --___-________ 1 II i1j ( IIII / I IIII BITUMINOUS SURFACE f•e_ ' ' {' I j°�' \\ ~• � T^ E ' `- � II I� a111 II � II I � I �,lrt'� e�`caj� PONO A �1ei' - a _, B II / E'�'P`9 i "I'T \, SF'. 16 "1 Ex. ll1 ENT % i ",-66TLOT D 20vhF VE 907.02-SE ® �•, III I ICI I I--1�1--_ F, / �j IS 911.14-NE vT / A �� A IE 906.92-Nw �I 21 as \ LIII�_ss( IIII I / �/� •' \ R i 1J11 sEPnc SyppsTEln TO BE IIII i- -� - / J �i i! `o'- a' IE 907.39 a nA EM G o aouscs) I IIII I 11I €s 17 To BE co�r�Ecn 0 To 1 III % 28 27 26 25 22 > 1 CAN-, s CE ,..1 x �' 24 I; / 23 ml I III-- / /- l 1. 7 18 111II / \ 30' FRONT SETBACK VtlL -_ - ._.JE 907.99 IE 907.89 - ti •n�VAI LIAM i ANE E-_�-„� / �) I •� I 1 / sale �. ��� s,= / 19 ----- I I 'I Il lii l IIn111 I VAAA IE 911.11 II \a\III \\\ I SINGLE FAMILY /-\ - 1 T�--- / RE 922.99 _ __-- --- IE 9D6.a5 s A\ \1 1 A / / 1 <-- -IE 909.57_._._. ._._.- kk II\\ / \\ -_ �A� T j IS 910.97 so rnoN GEfRR0K LINE" a IE 9 47 _ IEJ%/ I i� 8 MIN. WIDE LD N IE 910.87 7 6J 4 3 2 1 20 F0' REAR SETBACK (��"� / \11 /� SIDE YARD SETBACKS / / e GARAGE 10 FT. HOUSE 10 FT. ----g -- � i r-�\\ � /�i _- / � BLDG PAD CORNER: 30 FT. 0 50 100 200 ( �w IN FEET) F-- 30' FRONT SETBACK ) \ / IT / R/w ITYPICAL SRSHALL - ---- GasINGPOR,a rTE&MaIN BENCHMA RKS TPVC WATERTYPEK COP PER `�-- CURB STOP O BE PACED 6BEYOND R/W 1. Minnesota Department of Transpor tatio n�SID Station �92399 (Na : 0282 5 -_\_-y-_-_r ELEVATION931.46 ft. 2Minnesota Department of Transportation - - - - - - TO%Ies�M GSIDStation#92394 (Name: 0282 G/aOw IB ELEVATION: 911.43 ft. !p u_ 3890 Pheasant Ridge Drive NE, Suite 100 Revisions: BL HOLDINGS LLC C� Carlson e 1 hereby c as y that this plan specification P Print Name: Bda a Drawn: AO 2/21/20 Per City Comments l`I. fl'ro_nental Blaine, MN ss4a9 or report wasprepared bymeorunder my z.z/21/20RPer vpernewPondComments ' NADEAU ACRES PRELIMINARY SITE & • I •engineering Phone: (763, 4119-7900 direct supervision and that 1 am a duly signature: a // Designed: 81K 3. 3/20/20 Rev per new Pond 100 outlet. 7517 162nd Avenue NE of McCain 'Suveying Fax: (763)489-7959 Licensed Professional Engineer under 4.5/3/20Per City Comments Lino Lakes, Minnesota UTILITY PLAN www.Wrlsonmccaln.com the laws of the State of Minnesota Date: 1z/6/19 License #: 25063 Date: 1z/6/19 Columbus, MN 55025 12 save Date. 05/oa/io r\loas�eazi - e4ao�e4ao - naeeau Parcel�raE r3E\enalaeerl,q�Prellm-plans\Ba40 sRe.awo L LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE CURBLINE ----------- BITUMINOUS CONCRETE F,:____ SANITARY SEWER -->-->-->-->- STORM SEWER WATER MAIN -----IDUN— — INHET OVERHEAD UTILITY ----- STORM CATCH BASIN 610 STORM MANHOLE 0 OUTLET CONTROL STRUCTURE 0 MANHOLE Q HYDRANT ux GATE VALVE D4 TELEVISION BOX ❑ TELEPHONE BOX ❑ UTILITY POLE ` RETAINING WALL FENCE --•---- 10• CONTOUR 2 CONTOUR FEMA FLOOD PLAIN WETLAND LINE SPOT ELEVATION 00.0 E.O.F. EMERGENCY OVERFLOW SILT FENCE 000.0 (STANDARD DTL #2001) ••••••••••••• TREEFENCE ................. TREELINE (vwvwv� SOIL BORING TH NOTES 1. ALTERNATE STREET SECTION TO BE USED ON ALL STREETS (SEE DETAIL ON SHEET 12) 2. ENTIRE SITE TO BE GRADED WITH PHASE I. WETLAND SUMMARY WETLAND FILL — 30,990 SF (0.71 AC.) NOTE: WETLAND REPLACEMENT CREDITS TO BE PURCHASED IN LIEU OF ONSITE REPLACEMENT FLOODPLAIN NO FLOODPLAIN IS LOCATED ON SITE (FEMA OR RCWD) 0 50 100 200 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation GSID Station #92399 (Name: 0282 S) ELEVATION: 931.46 ft. 2.Minnesoto Department of Transportation GSID Station #92394 (Name: 0282 N) ELEVATION: 911.43 ft. 3890 Pheasant Ridge Drive NE, Suite 100 Revisions: BL HOLDINGS LLC g (� Carlson e 1 hereby certify y that this plan, specification Print Name: Brian a Drawn: JJO 1 1/30/20 Per City Comments I nvironmental I Bl0ine,MN s5449 Idrreportwdisionaretlbyma0r duly y I I2.6/3/20Per CRyComments I I NADEAU ACRES I I I • •engineering Phone: (763)489-7900 direct supervision andthat[amatluly signature: a // Designed: a1x 7517 162nd Avenue NE GRADING INDEX of McCain I surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota www.Wrlsonmccaln.com the laws of the State of Minnesota Date: 12/6/19 License #: 25063 Date: 12/6/19 Columbus, MN 55025 / 12 - / INV-972.9 / III DITC�I{ SLOPE ARMORING I (Ili IIII `@, NOT ITO INHIBITDITC A— ��__---_ \�� f4 EMI III If / J FLON1. T9-BE LACED AT (NV�911/ -E%IS ING DITCH GRADES 1/ I I I I I IIGR DE TO MAT CH SLO OF IppITCH AND L`XISTMG 4: —_— -- WATER EL VNVE T OUT t899.2 TOP OF BERM \• ATION\ \ \ / 11 \ / / )I 1 \ \\ \\ '� i -- - - - — \ J / I I , I d ��� 9zo= 98. 0-nr ---.- ---- - A7 _- — T10' TU F MAINTENANCE ACCESS=� r o � 0 -�� - �J6 I 1 � • 1.8 r -- ------------ II i 'I I I L-T AY\ TOP -OF B I o -- - — —�. �' �• / o 14 1I �0 - f e •. 0' RF MTENANCF� ESS NW WETLAND FILL — — --------------- / 7 I�--------- s ;� --- --- f AN IGN I v-1 9 �- �- i 19,816 S.F. ) OUTLOT- ,A PROPOSED (EASEMENT € D, I g 9 1 I V • • IN L INSTALL SILT FENCE 107 f • • • • `� IOMPLETE 09.0 f T • • • • • • • • •T r _904- _• � ---.- _ _ 100 YR I F I NWL sip 'a `. v 108 �, �� \ 1 909.5 /fib9 ��� -I}}I ° �' O`2 G I� II1 lm r I II I � �� / �� v<A\ / v \ 05 \y . \ 9�5O•�r�)> G 1 I _ � `�PVI e+sa m��°N' TpI o�e q — s1WO(2)c I I W/O ,2� '1•9,0•74.0�•\•I .I •\. �\ INSTAL (I SILT FENCE NFEN�CE 0 AFTER GRADING IS COMPLETE /LG�F �-/I r' e? —_ L--_--1- \� 914.E Ci WO O w / 102 84' h �L I I / I /' vv� g��� A � � �1 1�- � Ald-[}� b+o n,; --�'-�<1>,• f 1PooNs e� ���7��> 9T2D% 2 e 23311 s I 5• \ oti= zo 1 1 V 9 � f t � J �— `� 917.5 G 91 $.S� (,' / \ E%ISTING'6RIVEWAY TO BE RELOCATED h \I I INSTALL SILT FENCE 7 AFTER GRADING IS I I OOp- \ / v�0507 o 1 ` )_ / •� \ PVI ((�� / TO RED OAK LANE yyy I COMPLETE AO �V O �' ' / /�' ��N� ~---Jf L--- - 1 ------ £ I A 6. \ � � � f � �L I AX ('1124 ��J S� _ �0\ f /R a' — � t - I.. �ED Q K�,�-}4NE -I---� m �20/.92 OUTLO 2II .6 / �/(om PV1 3+00 t00 F � 50' V.C.) 1251 F,E2 / W 9 �O mm ':1 �� I �'' % � TRANCE---_ N I I 0 — — /� z / / I I �- 1 — ° voati �^ / m EX. HOUSE TO/BE— 111 3 . / 123 — — — MOVED TO LOT 135II f III W \ --- I 1 aDO 1 _ i L J 1 \ /' �oa /� ' II1 E%23.6 + Z� --- n_{�/ 0101 i - --- I NM p�j NM 4 / r\ �L /\ I W= 1 € 00 I- eoa� I O y L �j - SEP�SYSTEM OBE REM lIED \ �/ / (BY THERS) P�IOR TO G/ItADING / «) a Q o AV g�� I 1 rnrn �i j N rn (1 ' / �II — 1 / / o/ vc. o PVl so _- O oN �I mqN f� o J rnrn FENCE ON TREE PROTECTIVE / ' ) `� `• — mm 122 _ o N INSTALL TR PERIMETER OF L w — —_ — — THE',15' NO GRADING AREA / FA sss. ' I // FE I I 0 TURF MAINTNCE ACCESS W c4 - - AROUND POWER POLE �111_ 1 . TO BE SEALED PRIOR/ I.00% 0�3%1 CI GRADING (BY OTHERS / I - 127' wA OI II 11e34�- } JOSEPH E LA o �� 121 - /' o -- o to I c � �o I ___ IL_l_ - _ - ' 1 \ o � � �.� �o/ i�''��� � .� �...-------� �--------,ram.. i`r•� / ,• • I II I I E%ISTIN i I - - _ - 1 r- ,c A _� ---�V • i �� �� • �� A\ \ 2 / m p II POWERLII oA I D I- _ 1 N \ S \ \ 141 EASEME7f I u10 / o 8 - ' •'� \ V 1114 0 mm \ \\ \ \ 142 /. rnrn J 1 ��11 � N.� 1 40 REM I EX. RIVEWA s i I r I � o� / O o�' 120 1 � o<J' III o II �.NLn` \ � � a'° � I / \ / n 1 az-23. `5 9z cp�S ao 1 8� q T�3 � o�n 11 �� O �� a \\ ' / �P ��0- r 9 24 r I � ��I ulo rn ro 1— onxd � T 1 / o �� �� 129v �, o rna, 0 p� o � � I o 1 1 \ I i Q� O oa 119 11 .N11 , o / .����� -� 1 - �� , �e� ,136 vv � \ � 'O 6B 9005 % \ o (IN EET o � � � � / o o `'� \ � ? � � • ��o? �Q 'd'so �9tio- G \ J opm II o II � I I �`L 3 I M 4. I e ttIDe,-th,ent'ofTr porn ��, > GG .� '// / S� ��of vn g92399 (N— : 0018 ) 1 7viW1 — a1 , \ s2 / \ RETAINING WALL 931 ae rt ion I 1� (j `9 ^ti. /E�P� / 2� p� S / \ \ (BY BUILDER) o a. in t I Deportment °f Tronsporioon d% II I at n pg2s94 (Nome- o2az oA° �' N v l0 91 .d3 ft. i9 erus p h w 3890 Pheasant Ridge Drive NE, Suite 100 Revisions: BL HOLDINGS, LLC g Carlson e g I hereby Certify that this plan, specification Print Name: Brian J. Krystafak, P.E. Drawn: O 1. 1/30/20 Per City Com ents C� vro0mentdl Blaine, MN ss449 drreportwasprepdred that duly y 2.6/3/20PerCityComments NADEAU ACRES PRELIMINARY GRADING • I •engineering Phone: (763) 489-7900 direct supervision and that [ am a duly signature: a /f cesigned: 8JK 7517 162nd Avenue NE of McCain •surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota & EROSION CONTROL PLAN Www, carlsonmccaln.com the laws of the State of Minnesota Date: 12/6/19 License*: 25063 Date: 12/6/19 Columbus, MN 55025 12 sage wte. oe,oarzo ewssan-aaaoteaaa-a.a..a on�nrna �3a�..m•«anmorenm-wn��sa.ao a..awa TC 15. 8 �J \ 0.60 • � � � � o `'� \ � / � JSS � rL`LO. to I o I I I JAI II I � 137 O �, > 130 /`P°co, i s i vv RETAINING WALL 917.5 G \ \ �.�a' 9 / / / °cE iv i ' s J� o i \ hey. J /ram%P �'� ��'J v v (BY BUILDER) LO / /�� v` ° �J 1�v'q� / d° I ICI I I �> G 118 - s ��s •�1 1- �� 2{70 �° �� • szz� � • � ~ �\\ _�/' II I � � I �I- ` ` �/ I I ° I , 2 /� �° • �. , '�� �o / � � / ,v � B , ��� . titi�°s �� �P � � � ��' �� � T I I II ICI � � � I I I I I I � ' � ��� � v / � - s�J> �� oar / v � �,a � �p^I> �' -�/ `"' v �•• �-, I I i POWERUNE I �' / �� vv i �'� v Nv Ex. �0 -5 R MOVE 0 RIYRIVE I / \ \ �, d I CULVER 0 RIVEWA�( / I EASEMENT I / /� >` / 146 ` \ :4, \ IS RELO 914JWAY.� .3 \ \ i i J>> J i s � Ay 9 \ .o \ ; \ OON INSTALL TREE PROfECTI� /i ` \ . ' :1i �G20. FENCE ON PER41ETER A 15' NO,�RADING'AREA*•/ ••• � ' 9>>eo % \ \ -sue I �, I I _ RO I / I AUND/POWER POLE �. �i/ • .. , , \ • < S \\ �'is �\ sEPTIc sysTEM iTo eE REMOVED (BY OTHERS) A D EXISTING I 11 � / ,tf r _ _ _• • • • • • • • • • • • • • • • • • • 1 S T - - - - - - - - - - �tO m N HOUSE TO BE -11.1 CTED TO i I / / •••••••. U/ • ------ ---- - o \` � %• t _ _ _ _ _ _ 15.8 18.5 ` L SANITARY SERVI E ONCE 2ND •, •r ADDITION UTILITI S HAVE BEEN 159AFTER1 GDNS RDGTED --I-// ��I✓/ /// /// / / 158 LGRADINGNSECOMPLETE \ �\ N N N I / 9r7.s sv.o 160 I I 161 ,1 162 163 164 917.0 91s.5 920.0 917.0 WO 91s.s \ 917.5 917.0 z 917.0 917.5 I I I, oi"'S W-D oI1 2-1--J_ }--LOWWO R 481 G 9245 925.0 c 924.s v,�E) 2L I I III�II I�III _ // I //92118 soon 2 PVI 12+50 10' TURF MAINTENANCE ACCESS (sowc) ; so' _ - _ -so --� �1i0Q L I I I \ 21.9 osx 21.3 o.eo� 21.8 oso� 1.30% 1 I I I I --=.22.6 --- --- � _ I Al\V�1I - z -� -�-- -I' J r -----1 TEMPORARY i < CUL-DE-SAC 925.0 Grt"- 925.0 G N G 925.0 T G 924.0 �, ,�- 924.0 G 925.0 G G 925.5 ..II1I II � I 925.5 R R R(2)- 17s 917.5 (917599185) 49 v\� \17(95) 9zso .(99219.05) 15s � 1 � I ' 2I1 55 �� • �150 21.0 2 8 22.5 1 -- z .0 21s 2��22.6 33.5 �, \ •.22.7 9 I E/ O I I I I , - . A 0 25 50 100� -WET ADJACEN I N FEET) I 1 I I / I GRADE 926.0 T m L--_J L__� I- 61=N ARKS of 1{Minnesota Department of Transp rtatior, 1 Ni -+ / GSID Station #92399 (Name: 02P2 S) I I ELEVATION: 93"" LOWEST ADJACENT/ �. Minnesota Department of Transporrtatio I II / -2fi - I� - / / GRADE=26.7 GSID Station ELEVATION: 9111..439 ft.(Name: 0282\N) I I / gym- - Is- 921- �s \ -_ - - - = - - - - -� 9- i PO-9ze ND 30 �_, s I e100 YR HWL = 923.Cz� -�� -- / - - _ -- --i -1---r --- 1 -- `Oi- one a oxe me -one ai _ -- ----- --- - - - - -F �-- - -- ---- --- --- ----- - -I 3890 Pheasant Ride Drive NE, Suite 100 1 1/10/2 pL HOLDINGS, LLC 1 AEC= arlson 9 I hereby certify that this plan, or under my Print Name: Brian J. Krystafak, P.E. Drawn: O 1. 1/10/20 Per City Comments s NAD EAU ACRES PRELIMINARY GRADING environmental Blaine, MN BSaa9 or report was prepared by me or under my �� z. 6/3/zo Per city commen[s• I •engineering Phone: (763) 489-7900 direct supervision and that t am a duly Signature: �� cesigned: BJK 7517 162nd Avenue N E of 'surveying Fax: (763)489-7959 Licensed ProfessionalEngineer under Lino Lakes, Minnesota & EROSION CONTROL PLAN www,carlsonmccain.com the lawsoftheStsteofMinnesota Date: 12/6/19 License*: 25063 Date: 12/6/19 Columbus, MN 55025 12 sage w,e. o•,oarzo ew•ssan-aaaa�a.aa-°•de.„c,Ranraa anal.amn.�naalorenm.an�lsa.ao_a..awa I LEGEND EXISTING PROPOSED i PROPERTY LINE— r EASEMENT LINE ----------- ----------- CURB LINE — — _ \`\d _ _ — — — _ _ _ _ --— / / w teed, s, BITUMINOUS [ r ---] 0 - tl ----- --- -- l >' / SITE IF c•Ja, si CONCRETE ____ _ — — SANITARY SEWER ----->----->—ago STORM SEWER—___-'Y___-»— —.�.� .,� % Y - `°zo---�/• WATER MAIN --------- DfNOTES INLET OVERHEAD UTILITY —^--- '; STORM CATCH BASIN ® ® q!; STORM MANHOLE ® OUTLET CONTROL STRUCTURE Q ✓-'� \ /� MANHOLE tI O ' — - N HYDRANT YJ' GATE VALVE Did ° /T �i == TELEVISION Box 0 ' �_`<�" I \ iiX'3 TELEPHONE BOX ❑ i I �� \a '°'i� �l�II tak^ UTILITY POLE S'>,-:" L-'/ \ ' m RETAINING WALL / _ \�_ FENCE x i 1 , _ ^• n bi __ __ _ P —I_ Odd �I 10, CONTOUR � .. " " ...•. I%/ 0 0:0 z' coNrouR — — — — — — «eef FEMA FLOOD PLAIN WETLAND LINE o. VICINITY MAP SPOT ELEVATION -e-- ° —® / % E.G.F. / / / /" / II I 1 \--_�-- NOT TO SCALE EMERGENCY OVERFLOW ��000.0 g / I/"/ Sr1_V_jET_-,'-,/"SILT FENCE TREE FENC•................ / ' 1 .s `IGRADING LIMITS ^�����������- � li t �v ( TREELJNE IWWYYI'l / I SOIL BORING / / / ' '� \ 11 •\ /" /"/ /" jl I I / r/r X /// "kv" ,' � ml �I IIII III ll l z-- -=- ___ _ __- --_ _-_ II I/ KEY Irri—vr�� Y DENOTES TREE / li j T---- — �� ------ 9 /IIII Illfl TO BE SAVED O (L_ DENOTES TREE TO / _ BE REMOVED /� t I I lil I I /° Ilnljtl II(r { I IIII IIII NOTE: REFER TO TREE INVENTORY REPORT FOR TREE —— — IDENTIFICATION AND REMOVAL/REPALCEMENTFIF INFORMATION. IIII III III II I i I I III SHEET INDEX � Lulrl_ T1. INDEX T2—T3. TREE PRESERVATION PLAN T4. TREE MITIGATION I�� l — �(j / > N WARNING! UNDERGROUND UTILITIES CALL BEFORE DIGGING y/ I —.—SH' L------- ------ / 0 50 100 200 I ET T-3­,,_ N FEET) v v r ��--------�-- --� // BENCHMARKS t—------- ,awsz.. L---I—��----�'�-- 1. Minnesota Department of Transportation i I GSID Station //92399 (Name: 0282 S) ___i__ ELEVATION. 9 .46 t. 31 f —'— — —' �--- _—_--—_—-- � 2. Minnesota Department of Transportation / - W II GSID Station #92394 (Name: 0282 N) i �v- j l f ELEVATION: 911.43 ft. p u i /- — 3890 Pheasant Ridge Drive NI, Suite 100 Revisions: BL HOLDINGS LLC T1 C� Carlson e I hereby c as y that this plans or under My Print Name: Brian a Drawn: JJO lV nvironmental Blaine, MN ss4a9 or report waspreparetlbymeorundermy NADEAU ACRES TREE PRESERVATION PLAN • I •engineering Phone: (763, 4119-7900 direct supervision and that t am a duly signature: a // Designed: iux 7517 162nd Avenue NE of McCain 'surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota INDEX www.earlsonmccaln.com the laws of the State of Minnesota Date: 5/3/2020 License #: 25063 Date: 6/3/2020 Columbus, MN 55025 4 se•e oars. obioa,zo r:vo��saz, - eaao�eaao - �°eeau o•.«nrna rse�enai�ee,imu.ee:leaao«ee.ewo I� -------------- —� / l I I I I I I I I l i c i s I - ..... TRD 6 D $DP_ � I I T t • , �° s ,.ie..n. .R 777 0 J R0 cs°� ,in1 sn pD 660 `� a t D ■TI 0 6 woe / �I ' fio 01 o� °, fe�x rvD 6rID 60 •••• s� 4� �p YRpI� s � 1 0.0 907.5 90CDC ��;�� I I a � � � i � II LE('END _ 8.0 iva . " S ---II EXISTING PROPOSED KPROPERTY LINE — fi / 'Iy J 907.6\�� fio,ti 'T �o� // CDC // i Ip f'� II I EASEMENT LINE —_ —_ --_--- o f z �° r>•�A / CURB LINE _ z BITUMINOUS E CDC 907.5 �• R� ♦♦ • • • 1 CONCRETE — / � ,� / � � I � SANITARY SEWER — ''—>— O� h t � / —sofi O 0 0 O / � O 0 oTm o n �N a, ono oN 0 1 N r / JO Tp oN ot„ / o rn \ S � / z STORM SEWER----->r >� WATER MIN — — — — — DEN—S INLET A— OVERHEAD UTILITY oncnory STORM CATCH BASIN ®Ea ®' STORM MANHOLE ° i1�T CONTROL STRUCTURE Q to ssa G 5 \QNea1 \\ n \, II / MANHOLE t J tilled'' / s tt_ G J 918.\tsjj G . \/ \ / / V�`(I HYDRANT iP GATE VALVE A TELEVISION BOX O /� Ia TELEPHONE BOX ❑ s I c sIo � UTILITY POLE RETAINING WALL Okv FENCE 10' CONTOUR — — �m m Ilkxt o> / sR0s > / \ / o /0 /0 ^I / 2' CONTOUR FEMA FLOOD PLAIN i ;?< 5°V A s� Us• C WETLAND LINE •• •• SPOT ELEVATIONd- i EMERGENCY OVERFLOWtD ° N �c os I I I ❑ / ae a° �j SILT FENCE . • • - n s 9f // I TREE FENCE ao o o o o 00. rnrn 9�` k cby =�// a° � --�\ �I I � GRAVING LIMITS 000000 - / TREELINE %1 t -RC B0 - 6D0 y // .lacaa I SOIL BORING 'z\ / I EX 23.5 + I I c 594 55711C _ \ I �/ / / // F__ J / 86 / 3 via, n KEY �� 'a T ° seo \ 1 / ac na DEN l / � OTES TREE -.c nv/ // s �,� f ,\m I TO BE SAVED rse 1 / / L J 1 lied 5i9r z.� tec s�� / �� Z CBETIES TREE TO REMOVED 52 ,tih =/ m• r, ; ^4 n°',m N ry, ,p n, a I 0 1 z 0 c I NT REFFERER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/REPALCEMENT \ s a < cq \s • • N INFORMATION. \ L d� • — e —� a ur _ _ a G) • / � >i�t L ^ m ,R ��.*--� u' S2 \ �. ee I `m 1 $�� I �• // / / / � �a>,� 4, �'��`�Y � v z`�" ate, ` � � � � �� �I� 9/ C 25 50 100 No I (IN FEET) m i I BENCHMARKS M II 1. Minnesoto Department of Transportation GSID Station #92399 (Nome: 0282 S) ? S C i9`pc�j O III ELEVATION: 931.46 It, 2. Mlnnesota Department of Transportation GSID Station #92394 (Name: 0282 N) Y9. q _ _ %?e �4:r�$ C.p. c. .. °a �.'�,. 5..w4t'� .. ELEVATION: 911.43 ft. 3890 Pheasant Ridge Drive NE, Suite 100 Revisions: BL HOLDINGS LLC TZ / (� Carlson e T hereby certify y that this plan, specification Print Name: Brian a Drawn: DO nvironmental Blaine, MN s5449 orreportwaspreparetlby hameorundermy ' NADEAU ACRES •engineering Phone: (763,489-7900 direct supervision andthat[amatluly Signature: a // Designed: B]K 7517 162nd Avenue NE TREE PRESERVATION PLAN of McCain 'surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota www.Wrlsonmccaln.com the laws of the State of Mlnnesota Date: 6/3/2020 License #: 25063 Date: 6/3/2020 Columbus, MN 55025 4 se•e I -- —1— rsd.nm•ee-TTree:leaao ,— — IQ 41111 912. i �• j ����' / ,-�; F I LEGEND PROPERTY LINE EXISTING PROPOSED — / / •• / 9,5� /c \ J/ / / /\/ �/ � /i \/\ \J I a'[f/ \ e,.• // . // a#�". • 111 \ \i i _-_-`\--` _\-_��-\-\ `/ �/ / / \• • • O ��9j, p S RO C I 979iZ, y s`90 A s \ ✓ /I /L1 ��J- ,#P cN .• \ \>�� ApZ•'@n tC�\eC\ ro�\ oq oo,'o ^'�SPiApI bp o 1+•�$ 1/ ."tirgeeMff. r>RRRR c � S xP78R�'0��o/ e•� P/�bf ee asocI omlI I I'III I I I1 OEASEMENT LINE E --® CURB LINE 5 -Y- TrvP --> --]BITUMINOUS [ CONCRETE C1: 7 SANITARY SEWER Aj�j' C STORM SEWER >r -O0-->DcSn- Dirv( EATER MAIN — OVERHEAD UTILITY STORM CATCHBASIN C M MANHOLE UTLNOL UCU is yNoMANHOLE 2 HYDRANT GATE VALVE • • �� TELEVISION BOX ❑ ry TELEPHONE BOX ❑ UTILITY POLE / RETAINING WALL 917.5 _ FENCE J( 917 5{�� / 12 CONTOUR 9 0 916.0 91 8 91Z0 (917.0) 1 \ P 7 \ I� 1 I FEMA FLOOD PLAIN 925.0 G 17.5 917 0 � V I WETLAND LINE N _ _ 925.0 G 1 ' SPOT ELEVATION IT, ✓ // 925.0 .zai _ I ` / II IIIII 1 EMERGENCY OVERFLOWG 924. 924.5 924.5 SILT FENCE �� e0000000 TREE FENCE GRADING LIMITS c4zaTREELINE SOIL BORING 1 a, — ---- h I I / D a3z III KEY 925.0 G 925.0 G G 925.0 924.0 924.0 G 92 .0 G \ v ( G 925.5 V 6 Y -° z1 � � DENOTES TREE 0 I 70 BE SAVED (917.5) (917.51/ (918.5) �' I c 43' , `� DENOTES TREE TO 0 / I 917.5 917.5 9 7.5 925.0 925-6 926.0 (919.0) 5 I BE REMOVED 926.5 II Lee- o i Q � _ /� I � III NOM, REFER TO TREE INVENTORY REPORT FOR TREE / —� o / \ m ^ o <•�, n • ' ' o °<a 11 IDENT1nCATION AND REMOVAL/REPALCEMENT INFORMATION. % __--- s � I I / I I V 0 25 5o 100 L_ts— ( I \ I (IN FEET) — — — — — ---- -L -- I I I ea—r � - - - = - ----- - o- - -- ----- -r-i� ------->1/ ���� - �za- BENCHMARKS -�E R - - �� 1 ` <-- . T- -I 1�1� 26 1. MinneGSIDsota Department #92( of Transportation as on - — _ _ 4 -- ---- ----------___--- - ELEVATION: 931.46 ft. s -_—__ ___ v _ �b-_— / __—_t__ _— , _ - - — -- — — vzs- — —' - 2. Minnesota Department of Transportation me 0282 -I� -- --- —--- ---- -- r — - -_-- ----- ----- --- -- — o—�.—...—�. —a——�L--� _� ---_� - -- -Oe------__ ---- ---I T I ELEVATION: ft.(N — — — — . —a.—.. —�.— 3890 Pheasant Ridge Drive NE, Suite 100 Revislons: BL HOLDINGS LLC T3 (� Carlson e 1 hereby certify y that this plans or under my Print Name: Brian a Drawn: JJO nvironmental Blaine, MN ss4a9 or report was prepared by me or under my ' NADEAU ACRES •engineering Phone: (763,4119-7900 direct supervision and thatIamaduly signature: a /� Designed: fJ]K 7517 162nd Avenue NE TREE PRESERVATION PLAN of McCain 'surveying Fax: (763)489-7959 Licensed Professional Engineer under Lino Lakes, Minnesota www.carlsonmccaln.COm the laws of the State of Minnesota Date: 5/3/2020 License #: 25063 Date: 6/3/2020 Columbus, MN 55025 4 se.e oars. o67oa7zo r:vo��eaz, - eaao7eaao - �aeeau oa.«nrna �se�•na,�ee,imu.a•:�eaao«ee.ewo LEGEND EXISTING PROPOSED PROPERTY LINE ------ EASEMENT LINE ----------- ----------- CURBLINE ___________ BITUMINOUS [_________� 0 CONCRETE SANITARY SEWER — --------- — STORM SEWER-----u-----u— —».� WATER MAIN----------i— OVERHEAD UTILITY ------- DENo INLET PROTEC110N STORM CATCH BASIN STORM MANHOLE 11 OUTLET CONTROL STRUCTURE MANHOLE HYDRANT GATE VALVE D4 TELEVISION BOX ❑ TELEPHONE BOX ❑ UTILITY POLE RETAINING WALL FENCE x 10, CONTOUR — -- 2• CONTOUR------- FEMA FLOOD PLAIN WETLAND LINE - - �0.- SPOT ELEVATION -"-- --e- E.O.F. EMERGENCY OVERFLOW e. e. x Ieg 000.0 SILT FENCE •'.. ............. TREE FENCE GRADING LIMITS TREELINE rvvWwY-� SOIL BORING NOTE: REFER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/REPALCEMENT INFORMATION Tree Pins ervation and Midi ad4on Standards LEGEND PROPOSED NATURAL RESOURCE PROTECTED AREA NON -BASIC USE AREA 0 NATURAL RESOURCE CONSERVATION AREA (Non -ESA; COUNTY RIGHT-OF-WAY REMOVAL BASIC -USE AREA BOUNDARY — — — (NRCA' (NRPA; dedduous deciduous deciduous trees 6" dbh trees 642" trees over z and over or dbh or 12- dbh or qq evergreen F trees evergreen evergreen trees trees over $ between between 17-20'tall 20'tall 12'-20'tall Non -ESA provide provide no mitigation one tree two trees required per tree per tree removed removed Natural Resource conservation provide provide provide Area or Natural one tree per two trees three trees Resource corridor four trees per tree per tree Enhancement removed removed removed Area Natural Resource provide one provide provide Protected Area tree per two two trees three trees trees per tree per tree removed removed removed (1) (2) (3) REPLACEMENT RATIO Environmentaly Non -Basic Use Area Non -Basic Use Area Basic Use (over 12" dbh Sensitive Area (ESA) (6-12" dbh deciduous Area deciduous or over 20' Category or 12 - 20' evergreen) evergreen) Non -ESA 387:0 3:3 9:18 Natural Resource 5: 1.25 0: 0 1: 3 Conservation Area Natural Resource Protected Area 0: 0 0: 0 1: 3 -tvorrsignmcanc trees Kemoveo: tso Total Replacement Trees Required: 29 trees ` Non significant trees are defined as: Ash trees. Siberian Elm trees. Also trees less than 6" dbh. / I / I / I / I / I / I / I I I / I I y T � � r LL v. L LL LL LL MIN —� T---T �\ (D L—J ----------- L LLIL L }qq� LLIL LL LIL LL LLL LLLL II L LL LLLL LL LLL I / I n _J I � l L— ---- \ \-- r � : —' I I L----L—�—== II�IIIiI llllll l l / � ITI� IfT I/ III I I'yl I I�III�^)I IIIIL � I d iI i l l Ii II i l i li I h I Illl IIII II IIII nll�l— ��r lV lii I I I Ili r,lllir Illlil _ l li III Ill TFl Ir { � II Ijj I III II Il jI IIII � illl II �4 �1 I II IIII II � I I illlll l I I'�I Iiiili II ill I III I I J — 1 Itl I \\ \ \�vvv `vim 7' N I V 3890 Pheasant Ridge Drive NE, Suite 100 Revisions: BL HOLDINGS LLC T4 (� Carlson e r hereby certify y that this plan, specification Print Name: Brian a Drawn: JJO nvironmental Blaine, MN ss449 drreportwaisionaretlby me hatIam duly y r NADEAU ACRES TREE PRESERVATION PLAN of • I •engineering Phone: (763,489-1900 direct supervision andthat[amatluly signature: a // Designed: elx 7517 162nd Avenue NE Lino Lakes, Minnesota McCain 'surveying Fax: (763) 489-7959 Licensed Professional engineer under www.cerlsonmccaln.com the laws of the State of Minnesota Date: 5/3/2020 License #: 25063 Date: 6/3/2020 Columbus, MN 55025 4 PLAN 8" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 41NCHES HARDWOOD MULCH 4 INCH DEEP SAUCER 6 STEEL TEE POST- 3 REQUIRED AT 120 BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP f ROPE FROM TOP 113 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL Li xoT ro L I. SCARIFY BOTTOM AND SIDES OF HOLE NOTES GUY ASSEMBLY OPTIONAL BUT PRIOR TO PLANTING CONTRACTOR ASSUMES FULL 2. TRIM OUT DEAD WOOD AND WEAK AND/OR RESPGN6IBILITY FOR MANTANNG TREE DEFORMED TWIGS. DO NOT CUT A LEADER DO IN A PLUMB POSITION FOR THE NOT PAINT CUTS. DURATION OF THE GUARANTEE PERIOD 3. SET PLANT ON UNDISTURBED NATIVE SOL GUY ASSEMBLY- Is' OR THOROJGFILY COMPACTED BACKFILL SOL POLYPROPYLENE OR POLYETHYLENE INSTAL PLANT 60 THE ROOT FLARE 19 AT OR (4B MIL) 1-I/2" WIDE STRAP (TYP) UP TO 2" ABOVE THE FINISHED GRADE. DOJBLE STRAND IB GA. WIRE, (3) 6 4, PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, GF USED), INTACT. POSTS (MI 3 ) 0 12B° (SEE STAKING DIAGRAM) (SEE BACKFILL WITHIN APPROXIMATELY 12" OF THE COORDINATE TOP OF ROOTBALL, WATER PLANT. REMOVE 9TAKING TO INSURE TOP I/3 2 12 uw,_M OF THE BASKET OR THE TOP TWO4��'-�_SUMSCIL ORIENTATION OF GUY HORIZONTAL RINGS, WHICHEVER I6 GREAT12 Has AND STAKES REMOVE ALL BURLAP AND NAILS FROM TOP I/3 OF THE BALL REMOVE ALL TWINE.STAKING DIAGRAM 5. PLUMB AND BACKFILL WITH BACKFILL SOL GUY WIRE WITH WEBBING 6. WATER TO SETTLE PLANTS AND FILLFLAGGING- ONE PER WIRE vODS. 4'- ' SHREDDED BARK 1. WATER WITHIN TWO HOURS OFMULCH INSTA.LATION. WATERING MUST BEEXISTING GRADE SUFFICIENT TO THOROUGHLY SATURATEMINIMUM III WIDTH OF ROOT BALL ROOT BA1 AND PLANTING HOLE. SOIL MIXTURE (SEE SPEC.) S. PLACE MULCH WITHIN 46 HOURS OFPLANTING THE SECOND WATERING UNLESS SOLUNDISTURBED OR STABILIZED MOISTURE IS EXCESSIVE. COMFEROUS TREE PLANTING DETAIL n D xoT ro scAM I II I II I I I I I I li I I I I I I II II I I I II I I I LANDSCAPE PLAN NOTES 1. EXISTING CONDITIONS, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION START. ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OR APPROVING ANY ADDITIONAL WORK REQUIRED. 2. UTIUTY LOCATES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL PUBUC AND PRIVATE UTIUTIES, INCLUDING IRRIGATION UNES, AT LEAST 48 HOURS BEFORE EXCAVATING OR IN ACCORDANCE WITH STATE LAW. IN MINNESOTA, CALL GOPHER STATE ONE -CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC UNDERGROUND UTILITY LINES. ALL LOCATES AND ITEMS NOTED AS 'FIELD VERIFY ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR AT THEIR EXPENSE. 3. PERMITS, CONTRACTOR SHALL VERIFY WITH THE OWNERAANDSCAPE ARCHITECT THAT THE REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPUCABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. EXISTING ITEMS TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING PAVEMENT, STRUCNRES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE (AT CONTRACTOR'S EXPENSE) TO EXISTING ITEMS TO REMAIN. 5. CONSTRUCTION STAGING AND ACCESS, CONTRACTOR SHALL VERIFY THE LOCATION FOR CONSTRUCTION STAGING AND SITE ACCESS WITH THE OWNER/LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PEDESTRIAN AND VEHICLE ACCESS WITHIN AND ADJACENT TO THE SITE THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE PERMITTED. ALL WASTE AND/OR UNUSED MATERIAL SHALL BE PROMPTLY REMOVED FROM THE SITE. 6. SITE REMOVALS. REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS. ALL ITEMS NOTED TO BE REMOVED SHALL BE COMPLETED BY THE CONTRACTOR AND IMMEDIATELY DISPOSED OF OFF -SITE, IN ACCORDANCE WITH LOCAL REGULATIONS, UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER/LANDSCAPE ARCHITECT FOR ANY ITEMS NOTED AS 'REMOVED BY OTHERS' OR 'REMOVE AND SALVAGE.' 7. UTIUTY COORDINATION. REFER TO CIVIL PLAN SHEETS FOR INFORMATION RELATED TO PROPOSED UTILITIES. COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND SITE LIGHTING. 8. CONSTRUCTION STAKING. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABUSHING CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE COURSE OF THE PROJECT. 9. DIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT ALKWAY WI OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 10. PLAN QUANTITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MATERIAL QUANTITIES PER PLAN. MATERIAL SCHEDULES ARE PROVIDED SOLELY FOR CONTRACTOR'S CONVENIENCE. it. REFERENCE SPECIFICATIONS. THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS PROJECT ACCORDING TO THE FOLLOWING ORDER: 1. ADDENDA, WITH THOSE OF A LATER DATE HAVING PRECEDENCE OVER THOSE OF AN EARUER DATE. 2. LANDSCAPE SPECIFICATIONS. 3. PLAN DRAWINGS. 4. PLANT / MATERIAL SCHEDULES. 5. CITY STANDARD SPECIFICATIONS AND DETAILS. 6. MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. 1 OVERALL LANDSCAPE PLAN 0 50 100 200 L 1 J (IN FEET) PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER RM 21 Acer rubrum 'Northwood' Northwood Red Maple 2.5" Cal. B&B FM 11 Acer x freeman!! 'Sienna' Sienna Glen Maple 2.5" Cal. B&B RB 10 Betula nigra Clump Form, 2.5" Cal Equivalent River Birch Multi -Trunk 10' Ht. B&B (,C�,•�i�; HL 16 Gleditsia triacanthos inermis'Harve' Northern Acclaim Thornless Honey Locust 2.5" Cal. B&B 0 WO 13 Quercus bicolor Swamp White Oak 2.5" Cal. B&B PO 6 Quercus ellipsoidalis Northern Pin Oak 2.5" Cal. B&B ,•I� RO 8 Quercus rubra Red Oak 2.5" Cal. B&B ® BL 14 THIS americana'Boulevard' Boulevard Linden 2.5" Cal. B&B AE 17 Ulmus americans 'Princeton' American Elm 2.5" Cal. B&B CONIFEROUS TREES CODE OTY BOTANICAL NAME COMMON NAME SIZE CONTAINER BH 12 Picea glauca densata Black Hills Spruce 6' Ht. B&B CH 6 Tsuga canadensis Canadian Hemlock 6' Ht. B&B SHRUBS CODE OTY BOTANICAL NAME COMMON NAME SIZE CONTAINER ry rL^.!) BCB 84 Aroma melanocarpa'Viking' Viking Black Chokeberry #5 Cont. RTD 85 Cornus sericea'Cardinal' Cardinal Dogwood #5 Cont. 0 CWH 75 Hamamelis Virginians Common Witch Hazel #5 Cont. GROUND COVERS CODE OTY BOTANICAL NAME COMMON NAME SIZE CONTAINER -------I-I-I SOD 61,729 sf Turf Sod Bluegrass Kentucky Bluegrass sod + TI 907,546 of Type I - Low Maint. Turf Seed Refer to notes for acceptable seeding methods. Seeding Rate 330lb/ac MnDOT Seed Mix 25-131 seed w w . . . . . . Tit 34,231 sf Type II - Stormwater Seed Mix Refer to notes for acceptable seeding methods. Seeding Rate 52.0 Ib/ac MnDOT Seed Mix 33-261 seed TIV 65,894 sf Type IV -Native Seed Mix Refer to not es for acceptable seeding methods. Seeding Re[e 18.0 Ib/ac MnDOT Seed Mix 35-641 seed CITY OF LINO L41ffS LANDSCAPE REQUIREMENTS 1. BOULEVARD TREES (CH. 302.03(2)(F)) - ONE (1) TREE PER LOT, LOCATED AT PROPERTY UNE OR FRONT YARD OF ADJOINING LOT. REQUIRED TREES = 77 TREES (68 LOTS - 1 TREE PER LOT / 2 TREE PER CORNER LOT) PROVIDED TREES = 79 TREES NOTE- BOULEVARD TREES TO BE INSTALLED BY CITY. 2. OPEN AREAS LANDSCAPE STANDARDS (CH. 1007.043(17)(E)) - ONE (1) LARGE TREE AND (3) LARGE SHRUBS PER 2,000 SF OPEN SPACE. OUTLOT A - 1.1'3 ACRES (49,351 SF) -WETLANDS (25,660 SF) -BELOW NWL (4,780 SF)= 18,911 SF REQUIRED TREES = 10 TREES 30 SHRUBS PROVIDED TREES = 77 TREES (INCLUDES ±77 EXISTING TREES) PROVIDED SHRUBS = 30 SHRUBS OUTLOT B - 1.71 ACRES (74,372 SF) -BELOW NWL (22,198 SF)= 52,174 SF REQUIRED TREES = 27 TREES REQUIRED SHRUBS = 79 SHRUBS PROVIDED TREES = 27 TREES PROVIDED SHRUBS = 79 SHRUBS OUTLOT C - 0.09 ACRES (4,043 SF) FUTURE ROW - NO TREES AND SHRUBS REQUIRED OUTLOT D - 1.06 ACRES (46,250 SF) -BELOW NWL (17,429 SF)= 28,821 SF REQUIRED TREES = 15 TREES REQUIRED SHRUBS = 44 SHRUBS PROVIDED TREES = 15 TREES PROVIDED SHRUBS = 44 SHRUBS OUTLOT E - 0.35 ACRES (15,372 SF) REQUIRED TREES = 8 TREES REQUIRED SHRUBS = 24 SHRUBS PROVIDED TREES = 20 TREES (INCLUDES ±19 EXISTING TREES) PROVIDED SHRUBS = 24 SHRUBS OUTLOT F - 0.16 ACRES (6,858 SF) REQUIRED TREES = 4 TREES REQUIRED SHRUBS = 11 SHRUBS PROVIDED TREES = 4 TREES PROVIDED SHRUBS = 11 SHRUBS 3. BUFFER AND SCREEN STANDARDS (CH. 1007.043(17)(F)) - BETWEEN RESIDENTIAL USES AND ARTERIAL OR COLLECTOR ROADS. APPLIES TO BLOCK 5, LOTS 7-10 WITH 475 LF REAR FRONTAGE ON 20TH AVE S. REQUIRED SCREEN WIDTH (R-1) = 15 FEET REQUIRED SCREEN HEIGHT = 6 FEET REQUIRED SCREEN MATERIALS = YEAR-ROUND CONTINUOUS PLANTING SCREEN BENCHMARKS REQUIRED TREES (50 FT O.C.) = 10 TREES PROVIDED TREES = ±63 TREES (INCLUDES ±54 EXISTING TREES) 1. Minnesota Department of Transportation PROVIDED SHRUBS = 58 LARGE SHRUBS GSID Station #92399 (Name: 0282 S) 4. TREE PRESERVATION AND MITIGATIONA (CH. 1007.043(17)(J)) - REFER TO TREE ELEVATION: 931.46 ft. PRESERVATION PLAN. 2. Minnesota Department of Transportation REQUIRED REPLACEMENT TREES = 29 TREES GSID Station #92394 (Name: 0282 N) PROVIDED REPLACEMENT TREES = ±404 TREES (INCLUDES ±270 EXISTING) ELEVATION: 911.43 ft. 3890 Pheasant Ridge Drive NE, Suite 100 I hereb rti that this Ian, specification Print Name: Ran J. Rutt RLA Drawn: RIR Revisions: BL HOLDINGS, LLC / (Carlson en Blaine, MN 55449 y" p run y �-t'/ t. 0J/J4/2oPerCiyComm. NADEAU ACRES PRELIMINARY b vlronmental or report was prepared by me or under my /�� 2. 02/28/20 Per City Comments. • .engineering Phone: (763) 489-7900 direct Supervision and that I am a duly Signature: ll4r- Designed: RlR 3. 03/23/20 Revised Layout per Owner. 7517 162nd Avenue NE of McCain I surveying Fax: (763)489-7959 Licensed Landscape Architect under 4. 06103/20Per CityComments. Lino Lakes, Minnesota LANDSCAPE PLAN www.carlsonmccam.com the laws of the State of Minnesota. Date: 98/00/29 License #: 56346 Date: 9E/08/29 Columbus, MN 55025 2 I\ I I I I I I I I I I I I I I I I I I I II I III I I II i I I I I I I / I I I I i l I I I I / I / �NSTALL TREE P,0fECTIVj,_/z, F NCE ON PERfMETER R9' NO�GRADIN AREA// LANDSCAPE SPECIFICATIONS 1. TREE PROTECTION, ALL TREES NOT SPECIFICALLY NOTED OR MARKED ON SITE FOR REMOVAL SHALL REMAIN PROTECTED AND UNDISTURBED DURING CONSTRUCTION. TREE PROTECTION AREA SHALL INCLUDE ONE(1) FOOT RADIUS FROM TRUNK FOR EACH ONE(1) INCH DBH, "THIN WHICH NO CONSTRUCTION ACTIVITY, MATERIAL STORAGE, OR VEHICLE PARKING SHALL BE PERMITTED. TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO CONSTRUCTION START PER PLANS OR AS DIRECTED BY OWNER/LANDSCAPE ARCHITECT AND SHALL CONSIST OF 4' TALL HEAVY DUTY ORANGE CONSTRUCTION FENCING WITH 6' STEEL FENCE POSTS SPACED 6' O.C. MAX. 2. EROSION CONTROL. REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND TEMPORARY AND PERMANENT STORMWATER BMPS, INCLUDING SILT FENCE, BIO—ROLLS, INLET PROTECTION, EROSION CONTROL BLANKETING, DUST CONTROL, SWEEPING AND ROCK CONSTRUCTION ENTRANCE. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT STABILIZATION IN ACCORDANCE WITH THE LANDSCAPE PLAN WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED. IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS, TEMPORARY STABILIZATION BMPS MUST BE IMPLEMENTED WITHIN 7 DAYS USING EITHER MnDOT RAPID STABILIZATION METHOD 3 (UNDER 4:1 SLOPES) OR METHOD 4 (OVER 4:1 SLOPES). 3. CLEARING AND GRUBBING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING ALL AREAS INDICATED AS BEING DISTURBED OR OTHERWISE SHOWN ON PLANS. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL TREES, STUMPS, BRUSH, GRASS, ROOTS AND OTHER ORGANIC MATERIAL AT AN APPROVED OFF —SITE DISPOSAL LOCATION. 4. SOIL PREPARATION, REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS, AMENDMENTS OR ADDITIONAL INFORMATION (IF APPLICABLE). EXISTING TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN AN APPROVED LOCATION FOR RE —SPREAD. ALL AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED TO BE SODDED, SEEDED OR PLANTING BED SHALL BE DE —COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BY SOIL RIPPING, TILLING OR OTHER APPROVED SOIL LOOSENING METHOD. 5. TOPSOIL MATERIAL. ALL EXISTING, AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF MnDOT 3877-2 LOAM TOPSOIL BORROW. A MINIMUM 6 INCH DEPTH OF TOPSOIL SHALL BE PLACED ON ALL AREAS TO BE SODDED OR SEEDED. A MINIMUM 12 INCH DEPTH OF TOPSOIL SHALL BE PLACED WITHIN ALL PLANTING BED AREAS. ALL TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE. TOPSOIL GRADES SHALL BE WITHIN .1 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. REFER TO CIVIL PLAN SHEETS FOR FILTRATION BASIN SOIL REQUIREMENTS. 6. SEEDING AND TURF ESTABLSHMENT. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SEEDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LEIS PER ACRE PRIOR TO SEEDING.. SEEDS SHALL BE SOWED IN 2 PERPENDICULAR PASSES, EACH PASS AT ONE—HALF THE INDICATED RATE, NA BROADCAST SPREADER, DROP SEEDER OR DRILL SEEDER. FOLLOWING SEED APPLICATION, INSTALL TYPE 3N EROSION CONTROL BLANKET ON ALL SLOPES GREATER THAN 4:1. IN ALL OTHER AREAS, APPLY HYDROMULCH COVER (MUST BE A SEPARATE OPERATION FROM SEEDING) AT A TARGETED DRY WEIGHT RATE OF 3500 LEIS PER ACRE. SOIL SHALL BE KEPT MOIST DURING ESTABLISHMENT WITH ADDITIONAL RE —SEEDING AS NECESSARY TO ACHIEVE A HEALTHY, UNIFORM STAND OF GRASS, FREE OF WEEDS AND WITH COVERAGE EXCEEDING 75% IN ANY 10'v1O' AREA PRIOR TO FINAL ACCEPTANCE. 7, SODDING. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SODDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LEIS PER ACRE PRIOR TO SODDING AND ROLL TOPSOIL TO CREATE A UNIFORM SURFACE FOR LAYING SOD. SOD SHALL NOT BE CUT MORE THAN 24—HOURS IN ADVANCE OF INSTALLATION, CONTRACTOR SHALL KEEP SOD MOIST FOR A MINIMUM OF 30 DAYS AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. 8. PLANT MATERIAL. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI—Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. OWNERAANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. NO SUBSTITUTION OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE OWNERAANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. PLANT INSTALLATION AND ESTABLISHMENT. REFER TO STANDARD PLANTING DETAILS. CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL BY OWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE. 10. MULCH MATERIAL, DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PLANS. ALL MULCH SHALL BE CLEAN AND FREE OF NOXIOUS WEEDS, SOIL, OR OTHER DELETERIOUS MATERIAL, AND SHALL BE INSTALLED OVER A NON —WOVEN GEOTEXTILE FABRIC (INCIDENTAL) OR OTHER APPROVED WEED BARRIER TO A MINIMUM SETTLED DEPTH OF 4". MULCH SHALL BE HELD BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3". WOOD MULCH SHALL BE PLACED AROUND INDIVIDUAL TREES TO A 4' MINIMUM DIAMETER. MULCH SHALL BE INSTALLED WITHIN 48—HOURS OF PLANT INSTALLATION. 11. MODULAR BLOCK RETAINING WALLS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF A MODULAR BLOCK RETAINING WALL SYSTEM INCLUDING EXCAVATION, BEDDING, BACKFILL, DRAINTILE AND GEOTEX TILE AS NECESSARY. ANY WALL EXCEEDING 30 INCHES IN HEIGHT MAY REWIRE 42" TALL PROTECTIVE FENCING. ANY WALL EXCEEDING 48 INCHES IN HEIGHT MUST BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF MINNESOTA. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH RETAINING WALL FOR APPROVAL BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO STARTING CONSTRUCTION. 12. LANDSCAPE EDGING, INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF. EDGING SHALL BE COMMERCIAL GRADE BLACK POLYETHYLENE OR VINYL EDGING, 0.1 INCH THICK BY 5 INCHES DEEP, V—LIPPED BOTTOM, HORIZONTALLY GROOVED, 1—INCH ROUND TOP, EXTRUDED IN STANDARD LENGTHS, WITH 9—INCH STEEL ANGLE STAKES. 13. IRRIGATION, DESIGN, FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM APPROVED POINT(S)—OF—CONNECTION WITHIN THE SITE COVERING ALL TURF AND PLANTING AREAS AS SHOWN ON THE LANDSCAPE PLAN. INCLUDES FLOW/PRESSURE TESTING, PLANS WITH DESIGN CALCULATIONS, AS —BUILT DRAWINGS, LABOR, MATERIALS, EQUIPMENT, AND SERVICES FOR THE TESTING, ADJUSTING, RETESTING AND READJUSTING AS REQUIRED TO PLACE THE SYSTEM IN AN APPROVED OPERATING CONDITION. THE IRRIGATION SYSTEM SHALL INCLUDE THE DESIGN AND INSTALLATION OF THE FOLLOWING: PIPING, METER AND BACKFLOW ASSEMBLIES, SPRINKLER HEADS, CABINETS, VALVES AND VALVE BOXES, CONTROLLERS, CONTROL HIRING, FITTINGS, ELECTRICAL CONNECTIONS, QUICK —COUPLERS, ALL OTHER NECESSARY ACCESSORIES, SYSTEM MANUALS, 1—YEAR MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION AND 1 SPRING START—UP. IRRIGATION PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO OWNER/LANDSCAPE ARCHITECT FOR APPROVAL 14. MAINTENANCE. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE MOWING, TRIMMING, WATERING, FERTILIZING, WEED AND PESTICIDE CONTROL, MULCHING, REMOVAL OF DEAD MATERIALS, RE —SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBIUTIES, HOWEVER, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR ALL PLANT MATERIAL THROUGH THE COMPLETION OF THE WARRANTY PERIOD. 15. WATERING. UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS, CONTRACTOR SHALL MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS AND TURF AREAS A MINIMUM OF ONCE A WEEK. MORE FREQUENT WATERING MAY BE REQUIRED DURING PERIODS OF HOT, DRY WEATHER. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. IN THE ABSENCE OF PERMANENT IRRIGATION, TEMPORARY IRRIGATION, TREE WATERING BAGS, OR HAND —WATERING ARE ACCEPTABLE. 16. FINAL ACCEPTANCE. UPON SUBSTANTIAL COMPLETION OF THE WORK, CONTRACTOR SHALL REQUEST FINAL ACCEPTANCE OF THE WORK IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT. IF ANY WORK IS FOUND TO BE INCOMPLETE OR UNSATISFACTORY IN THE OPINION OF THE OWNER/LANDSCAPE ARCHITECT, A WRITTEN PUNCH LIST WILL BE PREPARED USTING ALL ITEMS THAT REQUIRE COMPLETING OR CORRECTING BEFORE FINAL ACCEPTANCE. 17, WARRANTY, ALL PLANTS, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND MATERIAL. 0 30 60 120 (IN FEET) 3890 Pheasant Ridge Drive NE, Suite 100 I hereb rti that this Ian, specification Print Name: Ran I Rutt RLA Drawn: RlR Revisions: BL HOLDINGS, LLC (Carlson en Blaine, MN 55449 Yce fy p peci y ^'/ 1. 01/14/2°Per Ciy Comm. NADEAU ACRES PRELIMINARY L2 w ronmental or report was prepared by me or under my /�� 2. 02/28/20 Per City Comments. • .engineering Phone: (763) 489-7900 direct Supervision and that I am a 1Uly Signature: ll4r- Designed: RlR 3. 03/23/20 Revised Layout per Owner. 7517 162nd Avenue N E of McCain I surveying Fax: (763)489-7959 Licensed Landscape Architect under 4. 06103/20Per CityComments. Lino Lakes, Minnesota LANDSCAPE PLAN 2 www.carlsonmccain.com the laws of the State of Minnesota. Date: 98/00/29 License #: 56346 Date: 9E/08/29 Columbus, MN 55025 ` NADEAU ACRES LIINO LAKES, MINNESOTA rl —---------- - _-_---_ — — ----- / h- OUTLOT A -------- I T ,� rL_J I — I ouTLOT e i II i 1 W a I ry ���1 2 Ir w J L �— — -, II I 2 3 x 1 5 y' ,' s, O4 LANE 4 l -/� I/' SITE E Opp 3 2 1 „I / r 5 R�� %' RED OAK IILANE a" s' � I a RED OAK L EI-- m - _-1____ITI OT C IN / /' 12 o �/' Q 2 // /' I i `— gym 10Of / 1 Lak 713 U. .�OSEPHINE LANE 14 8 4 •\ 111 VICINITY MAP A /♦ r NOT TO SCALE O x 7 15 �11 12 ® a 5 / —•-- -- — III / Z / I 2 m 6-- ' ; '/' 10 1---�---/ 6 — — — =�— — — — — — -- -- — — ---- 6 1 SUMMARY / 6 s L--- A PHASE 1 35 LOTS S 17 ® 13 II i PHASE II 33 LOTS 3 5 ;' / r 7 II 68 LOTS 4 -- 3 "f'' /• 14 18 8 y IN 19 �Gltq Cv� 15 NOTE: 1.) PHASING SUBJECT TO CHANGE DUE TO I I, I OUTLOT D 20 16 w ----}— � L— —`11 MARKET CONDITIONS. 2.) TEMPORARY CUL—DE—SACS SHALL BE 21 e II INSTALLED AS REQUIRED AT PHASE o L — — — — --�a LIMITS. 3------(11 28 27 26 25 24 23 22 ® 1 11�1 / /O 18 1 >\ AM LANE iII ls— — — — — — — — i II %j Kam. N 7 6 5 4 3 2 1 20 / I _ IIII� CALL BEFORE YOU DIG....... e-------, III 1 )I 0 50 too 200 w IN FEET O I „ 1 III II II I ( ) L__LLJ / I -- I it 7"?[ r--------—— — — — Know what's b@IOW. CaIlbBforByoudlg �— 1--------------Js---------I----�°ri I I -- ,9r-- I I -- i ajI II ---- ----tip-- - The subsurface utility informction shown pan y--_i--- '------- _ ___ - r � I s on this is utilit—_____—__——_____—_,________—_____—_____r f e P J � "• Quality Level D. This quality level was determined according to _______—_________— ______------------- ___—I$_-1— 1____I______—________---__y_____I_____I_____I__—_I— I i I the guidelines of CI�A9CE 38-02, entitled "Standard Guideline -------------------------- — �,• 1 ----------- ------------- -- ---�-- =_�=�_--------- o� me ccuecelon °nd Depiction cf E isnng subs�rfcce unlity I BIRCH STREET C.S.A.H. 34 J 3890 Pheasant Ridge Drive NE, Sui11100 Revisions: h BL HOLDINGS, LLC P1 (� Carlson e 9 I hereby c as y that this plan, specification Print Name: Brian a Drawn: JJO 1 3/20/20 Per city Comments nvironmental Blaine, MN s5449 or report was prepared and by me or under my 2. 3/20/20 Per PLOD Outlet Revision NADEAU ACRES • I •engineering Phone: (763)489-7900 direct supervision and that[amatluly signature: a // Designed: a1x 7517 162nd Avenue NE Lino Lakes, Minnesota PHASING PLAN Of McCain 'surveying Fax: (763) 489-7959 Licensed Professional Engineer under www.wrlsonmccaln.com the laws of the State of Minnesota Date: 12/6/19 License #: 25063 Date: 12/6/19 Columbus, MN 55025 1 se•e oars. obioz,zo r:vo��saz, - eaao�eaao - �<eeau oa.«nrne rse�enal••r,l��oreum-ol••:teaeo_IMaslna_olan.awu CITY OF LINO LAKES � Northeast corner of the--7 I AAUNDCOUNTY OF ANOKA i East Half of the Northeast , SEC. 26 TWP. 31 RGE. 22 �\ ACR Quarter of Section 26, 1 > > -North line of the East Half of Township 31, Range 22 the Northeast Quarter of Section (Cast Iron Monument) 26, Township 31, Range 22 I Line parallel with the South line of the--- � \ I a)-00East Half of the Northeast Quarter of a) o Section 26, Township 31, Range 22 N89°24'11 "W � RLS 42648 N o 1055.68 1/2 Inch Iron _ 262.00 , 659.7 z 658.00 \I n i '4L W i WETLAND 0 UTLOT B w E I o �� co ° T Q l O00 a� 3 Z I That F- n South line of the Northeast - Quarter of the Northeast\\ Quarter of Section 26, Township 31, Range 22 c 0 C) w U O a) �cncv W N =�rnrNLO 0 o �0i LLJ O 1 00 (A 0a 0 a� 0 (D 0 3 �, z l° m a�C6 �.�N I I 0 N Cn M of 7 JOSEPHINE LANE N 2 0 vov V (ZCD � 0 - E I H a Cou the `rri 0 U) C E o t o di �0�y 2 6 - LU a RLS 42648 a� O ° O U o � of b T I I A I — 1/2 Inch Iron c (n N - X CI �' N I _ LI 865. I r1 / L_ I 4 � � ,�' � o � I_I_I d- F _ then �� °p z°0w (D a I C� 745. dist 4 LANE Ste' 0000 0_ ,- % Nort V)�M '� 53 60 line I ' I u then 0 S89024'11 RLS 42648 � "E i > Nort W 1/2 Inch Iron 193.00 �C� I ' _ said 1 _—_ '- - -_/ 60.00 �\ �N00°23'08"W alon then -- �� RED OAK LANE �,�,- o� �I t - - - - ,\ - O. L. `D ,.' 658.00 '' �U I1 �' C,C-r, , I ��tJ n lIc' �/nl� co0_I v. of Nort - - - - - .' .'- �I L,J the Nort \V RLS 5332 1/2 Inch Iron 610.00 ' - O 12 � � � /i -,- N89024'11 "W, �' <'_ alon 1 E-+ o \� i N Line parallel with the South-___-' ,' o I C� Qua ~ Od 0 N CN line of the East Half of the �'� w a0i 0 6 Northeast Quarter of Section ,'- Q° ,'- ;� AND _ INSET I I A O p0 0 -C ° � 26, Township 31, Range 22,E Q�e� - O o- a a o a ,. °° Oret�etX ,o I �> That (SEE SHEET 2 OF 2 FOR DETAILS) N ° ° o "' -' °�� �' -- COu N O a� a - e� I of t N 0-= o m ° F dist a 0 3 33 1 60 with 14 06�0 J`1'= I- 1/2 Inch ��' - '� S89°24'11"E I I `J Wort dlSt Iron Open '�,' / , 610.00 1/2 Inch Iron Open —� �� Of t /1 F_- 7- 1 1 F 1 F- L_ 2 - - - 549.99 / 60.01 ,I Lil East w�° , 1--Line parallel with the South i I I �� alon 659. O 15 ;��o �,��L�o line of the East Half of the 601 sout Northeast Quarter of Section the 26, Township 31, Range 22 � �'- Wort C� Half I, -North line of the South 941.00 W (�� the �tkL,- feet of the East Half of the i _ _ <� east v 1 g I Northeast Quarter of Section I Nort T n � I ,-�' �1' 865.13 i-26, Township 31, Range 22 _ �� of b West line of the East 865.00--- ,'- ���64� p,6q'� � j O I I \\ J AND feet of the East Half of the T � C Northeast Quarter of Section 26, Township 31, Range 22 \--------'------=�--y r7 1 �' '- -E------------------- I 4\\ 865.00-------------------------r------------ o - - - - ^ O 00 000 ] < That Minn �O �6Qo N °' I ! '10 �`LO 4 1 I 8j 0���., i 0 Begi ,p N`1, ,._�c3 O z Nort (b -L with wth °h� '' °`L`l line (449.55-desc.) ' 449.50 �� °' ,' I I _-- ,735.02 ��� T T ��q; - �` '-�R(TO �\\ `\s 9 O�v'�O �' O�h�O aOo�� I x d o L - Nort Com 314.48 I S89024'11 "E 1 �' min �---North o �� Y ,' �� I J feet line of the South 745.00 0 ,' / North line of the South 626.11 -__ i L1j �1_ clan feet of the East Half of the 1- s feet of the East Half of the \ I L _ with Northeast Quarter of Section 1 ,' I Northeast Quarter of Section `�I o O < _ 08 26, Township 31, Range 22 ; OUTLOT E' jQ°33 26, Township 31, Range 22 �\ 60 0 �� to t \,' >46.48 .5001y I \ �� 1\ �� Qoua %- 1/2 Inch 148.73 60.01 Io 84.54 i 81 Iron Open 208.74 I S89°24'11 "E 33 I b 60 I -L �- S89 24'11 "Ei S78°47 000„E o _ I - Has the S8916.06 » E o -� CS `� C plat. o - F- 1 i t o I - ��) -> In w O O p o N ao I I I V U I I r 1 L_ v I h( lJ / -) L- \ I I , �� <_ Ares �2 o � O N O UTLOT F 0 1 `- 20 In w°= °a O� I - ----------- -------------------------------- --- ----------------7-- 1-+I"nnco NN o 0 N" o O T—\ I I I I L�LI a) c 0) O C C3 •- 0� L0 (01 00 1 I Z a) I (� � ,� O ° 0 0 00 UN I o o r7 0 4 °�0 o 0 4- �I° oN O� I I 1 0 Q o W ALL PERSONS BY THESE PRESENTS: That BL Holdings, LLC, a Minnesota limited liability pony, owner of the following described property: part of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka nt Minnesota described as follows: Commencing at the Southeast corner of said East Half of Y� 9 Northeast Quarter; thence North along the East line of said East Half of the Northeast Quarter, stance of 941.14 feet to the North line of the South 941.00 feet thereof, also being the point eginning; thence westerly, along said North line of the South 941.00 feet thereof, a distance of 13 feet to the West line of the East 865.00 feet of said East Half of the Northeast Quarter; ce southerly, along said westerly line, a distance of 196.03 feet to the North line of the South 00 feet of said East Half of the Northeast Quarter; thence westerly, along said North line, a once of 135.02 feet to the West line of the East 1000.00 feet of said East Half of the heast Quarter; thence southerly, along said West line, a distance of 495.07 feet to the North of EAST BIRCH ADDITION, according to the recorded plat thereof, Anoka County, Minnesota; ce easterly, along said North line of EAST BIRCH ADDITION, a distance of 611.39 feet to the hwest corner of Outlot A, said EAST BIRCH ADDITION; thence southerly, along the West line of Outlot A, a distance of 190.00 feet to the southerly line of said Outlot A; thence easterly, g said southerly line said Outlot A, a distance of 60.00 feet to the East line of said Outlot A; ce northerly, along said East line of said Outlot A, a distance of 148.74 feet to the North line he South 208.71 feet of said East Half of the Northeast Quarter; thence easterly, along said h line, a distance of 120.02 feet to the West line of the East 208.71 feet of said East Half of Northeast Quarter; thence northerly, along said West line, a distance of 417.46 feet to the h line of the South 626.11 feet of said East Half of the Northeast Quarter; thence easterly, g said North line, a distance of 208.74 feet to said East line of the East Half of the Northeast rter; thence northerly, along said East line, a distance of 314.94 to said point of beginning. part of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka nty, Minnesota, described as follows: Commencing at the Southeast corner of said East Half he Northeast Quarter; thence Northerly, along the East line of said Northeast Quarter, a once of 1100.00 feet to the actual point of beginning; thence westerly along a line parallel the South line of said East Half of the Northeast Quarter, a distance of 610.00 feet; thence herly, along a line parallel with the East line of said East Half of the Northeast Quarter, a once of 220.00 feet; thence westerly along a line parallel with the South line of said East Half he Northeast Quarter, a distance of 48.00 feet; thence northerly, along a line parallel with the line of said East Half of the Northeast Quarter, a distance of 345.00 feet; thence westerly, g a line parallel with the South line of said East Half of the Northeast Quarter, a distance of 7 feet, more or less, to the West line of said East Half of the Northeast Quarter; thence herly, along said westerly line, a distance of 919.95 feet, more or less, to the North line of South 745.00 feet of said East Half of the Northeast Quarter; thence easterly, along said herly line, a distance of 449.55 feet, to the West line of the East 865.00 feet of said East of the Northeast Quarter; thence northerly, along said West line a distance of 196.03 feet, to North line of the South 941.00 feet of said East Half of the Northeast Quarter; thence erly along said North line, a distance of 865.13 feet, to the East line of said East Half of the heast Quarter; thence northerly, along said East line, a distance of 158.86 feet to said point eginning. part of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, esota, described as follows: nning at a point on the East line of and 1320.00 feet North of the Southeast corner of said heast Quarter; thence North along said East line, 345.00 feet; thence West on a line parallel the South line of said Northeast Quarter 658.00 feet; thence South, parallel with said East of the Northeast Quarter, 345.00 feet; thence East, parallel with said South line of the heast Quarter, 658.00 feet to the point of beginning, EXCEPT that part described as follows: mencing at the Southeast corner of said Northeast Quarter; thence North 00 degrees 23 utes 08 seconds West, assumed bearing along the East line of said Northeast Quarter, 1380.00 to the point of beginning; thence continuing North 00 degrees 23 minutes 08 seconds West, g said East line, 285.00 feet; thence North 89 degrees 24 minutes 11 seconds West, parallel the South line of said Northeast Quarter, 262.00 feet; thence South 00 degrees 23 minutes seconds East, 170.00 feet; thence South 31 degrees 05 minutes 22 seconds East, 135.12 feet he North line of the South 1380.00 feet as measured along said East line of the Northeast rter, thence South 89 degrees 24 minutes 11 seconds East, along said North line 193.00 feet aid point of beginning. caused the same to be surveyed and platted as NADEAU ACRES and does hereby dedicate to public for public use the public ways and the drainage and utility easements as shown on this itness whereof said BL Holdings, LLC, a Minnesota limited liability company, has caused these ents to be signed by its proper officer this day of BL Holdings, LLC Baleen K. Roberts, President a�'iI`o6o dL 'W10 000o I Im o3 STATE OF Z 04 North line of the South 208.71 j Z w = L rh 1 I w° = o COUNTY OF feet of the East Half of the----_ 0 :� I Northeast Quarter of Section ` \\ L r7 I w I I �' This instrument was acknowledged before me on by Baleen K. 26, Township 31, Range 22 o a o a)CYt Roberts, President of BL Holdings, LLC, a Minnesota limited liability company, on behalf of the Northwest corner of Outlot-- i (D c company. A, EAST BIRCH ADDITION 1 o 0 a I 33 I 60 I Inch / i N 1 I on Open 1 a) 0 60 1/2 Inch 1 an Open p F- A -; T 611.39 , ----— I �i ZN 1 L= /-1 v I S89024 11 E I I .. < i I L __---_ 1 208.71- —1- North line of EAST BIRCH ADDITION--' , j zo LU p o w o �o _ r1/21,n \;,- 120.02 OQQ 1O _� o 00 ��1o� I---T-S89°24'11 "Er1 OO —J w�OmQ< CD 00 I 1 n n F� I -F N I \ C � o 0 0 (n I 1 33 133 I /-1 LJL11I I I �/I V 1/2 Inch J Z W O In I Iron Open / 60.00`----' ' "E /2 Inph I on 0 en I I c(o i S89024'11 1 Southerly line of 0utlot-- I r7 \ \ I , ��� -- - _L A, EAST BIRCH ADDITION v.::.n.�1. i vlv. .:mot 1 M _ ,^I� � .-. —� --Southeast corner of the East ��-South Half of the Northeast Quarter of line of the East Half of I 31, Ran Section 26, Townshipe g the Northeast Quarter of Section 1 22 (East Quarter corner, Cast 26, Township 31, Range 22 Iron Monument) (East-West Quarter Line) Notary Public, My commission expires N GRAPHIC SCALE 0 50 100 200 (SCALE IN FEET) INCH = 100 FEET I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 1 20 Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 STATE OF COUNTY OF This instrument was acknowledged before me on Balluff. Notary Public, My commission expires CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA by Thomas R. This plat of NADEAU ACRES was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA By: , Mayor By: , Clerk COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of . 20 B v: Charles F. Gitzen Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Property Tax Administrator By COUNTY RECORDER/REGISTRAR OF TITLES County of Anoka, State of Minnesota Deputy I hereby certify that this plat of NADEAU ACRES was filed in the office of the County Recorder/Registrar of Titles for public record on this day of 20 at o'clock M. and was duly recorded as Document Number County Recorder/Registrar of Titles By Deputy For the purposes of this plat, the East line of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, is assumed to bear N00°23'08"W O Denotes 5/8 inch by 14 inch Rebar, set or to be set within one year of recording of this plat and marked with license number 40361 • Denotes Found Iron Monument unless otherwise noted O Denotes Found Anoka County Cast Iron Monument Denotes Wetlands that were delineated by J Kjolhaug Environmental Services Company in 2019 Carlson McCa*in ENVIRONMENTAL - ENGINEERING, SURVEYING SHEET 1 OF 2 SHEETS CITY OF LINO LAKES COUNTY OF ANOKA SEC. 26, TWP. 31, RGE. 22 Line parallel with the South --- line of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22 // N89024'11 "W 1055.68 523. 43 30.00 I 30.00 ' 659.7 ' - "' 30 30 � I 472.25 658.00 IrL RLS 42648 1/2 Inch Iron 35 I I I r 0°50'48W - N89 2.69 "W ° u I�, r� D r W S8 68.33 3- 82.69 1 S84009'00"E WETLAND DrainageOUTLUtUtility Easement / ' r n 1 OUTLOT A 510°260$ 33'1� r 52_ _ _ _ _ _ _ _ w w �\ 100.42 (Over all of Outlet B) / ✓ 5 rn ,-- Drainage and --- r Drainage and Utility Easement o�I L5 I I rl �� Utility Easement S6g° 9 � /�� ' W ' (Over all of Outlet A) S65k5�� 9� I I �" `n 0 W _ _ �_ 23.6�84.g� �3E i� ��1 OQ�O L9 5 c° w . 57 \6c` 2 ` I CVq 411 E 1�698ON S814'39"E G-\ Lo I w V) \ 1 1 1 1 W w� 4.9� s° 1 ��� ��o� \ G a �I l0 p 1 1 1 1� 1 1 a2955'E` `I I °O°'O V I °'� 0 0 � ` S88045'14"E o ° I O o 00 �"� 134.69 - z < \ s o �o I I au'-`w° 28.75 30 30 / 0� 0, 0 z ° \ �. oo \ so a o� ° - - - D rn I 80.01 54.68 a 0 \ \ moo. \ 3 I �� =13 43'39"�. t------------ ---r------- I 5 -r - - - i 6°'j \ \ \ I I /^\ 2.63 d- O!� i / ,na �' I\ 1 od / / \ !J \ / o \ M / 0 w "�\ V N RLS 42648 \ �J \/-\ 0 Ol 09'38"�\\\ MI,�Od - Q_12o I / ` co 1/2 Inch Iron Q I / / \ \ \o� \°33'23� J �/ 51.57 \ II `� �' - - 5226„ z 4 r °° ' �0 ��� / �v'v,\ \\ o ���\ 5 1�\�D��IL 104.48 - J 10 10 ' E i °Otero 0 S o v' \ o f �=14°42'36„ \ N ; N 0 ' S���� < \ \ v,r\ 'o N89°24'11"W __'R=100.00 0 a�0° 0 ro o m �' w a �o / \ /Y 3 - - LO %'I 25.67 8S 8538 0 ° �w I � 1 �1 1 - s 4 R 3 � w I 00 \ \ \\ \ 1\ LANE 78.487.55 D ` ° w° \ \ � �O FZ 3�°29 ai 0 �24Q �• \� w D 0 1 0 / 'A \ O °�O \> �4 R3 j DSO �� fir` z n ' 6^ RO \ \ \ >0 `1-0 00236 - 48.98=24032'4 j >, ��18° �2°384 57---- 48 �4" �10 10 'S9 30 30 ^�0� I < 5 \\\� �°O� i 3S0 O 7312 34_ Jao ---J L -- - - - - - °o �• ^ \ , O OQ' `� ao O \A i 80.00 126.14 / �, g�� o South line of the Northeast �/ ��\� ' \ �9g °� O Ni I Quarter of the Northeast 1 c \ / R� -_- ------------------- - -35-i+ ^� NS9 \ p/ o I /'- Quarter of Section 26, /' �° J / O ��� 4. 4�325000 - LANE / 23A0 \ 0/ _ ° N i Township 31, Range 22 w % o�a�� / ^' 0 29� 4°OIQ� 41'1g,. - - - �\1 / 112.22 07'10" In i 144.72 - i i / 6 �� U D, 78., 15486 -- -- - - _-- -- - -� -- - _ 2 �� 0- TLOT 54.86 ---- � - - - - - - /\ s, 201.62 658.00 ARs, 0 UTLOT w - --S89°36'52"W o - 135.02 - �� �'�RLS 5332 610.00 r \ 20 1/2 Inch Iron 6 6 / "� O / \ sg,, C i �- 06 M \ N89°36'52"E h I N89024'11 "W ' n o lb O,ti F T I L- \ 0 I l o °N NN pig i00'O �O (IV \ N N O v I ��0' j/rye ^)'/1 0 o I 1 10 10 \�\ \\ �- Line parallel with the South line of the IS ` 761`11 /1�^ �p ��/� ,�9 o a0o 12 \\ Section 26, Townshi 31, Ran e 22 East Half of the Northeast Quarter of N - - - - - - �/ 0 / i� n r \ \ 9� o 00 �� - Line parallel with the East p g ii , N7g°53;1j - - J 0 \ 2 _ __ ____- line of the East Half of the Uo > W - - 10 \ it Northeast Quarter of Section Cc N - 143_57 _ - - - W 26, Township 31, Range 22 WI / T/1I/I/ly 1�I 111-) 11 � \ � L 135.00 - - - - - - - - - J ° E I o a' L _I L/ V V 1 V �. 1-7/ 1 �� 1 y i S89°36'52"W ---- - - o(D CDLd I �w Iit -Iv- - - 157.22 --wfi0) 1x--1 - - N89°36'52"E OO oN 0 n w Oo S79°3p'0 0 30 30 6 1 ------ 32.73 0N 0 ------ 0 a4 N°O0�=11°01'49" UC10 to o F- 3 -� cn 42.27 ao v) oao -3''N05°37'06"W 0 (o 'CO, ��38.72-� 150.00 to o a L - - - - 143.57 - - _ - J -_ p=01°10'26" r-zw CO 0I In - - - - - - - - - 30 30 1'/ �'�'9.63 N89°23'45"E 20 0 0 0 ; ca'o M _ _ J i N S89°36'52"W 9.16-��_----------------------- ��t - - - 134.90 - - - -- o 0 o JOSEPHINE - - - - - _ ' o 157.23 N _ o° p-------- Cn N ; 180.00 _ 0 N89°25'28"E o \� III r ° 11.39 o 0 0 - ' - S89°25'28"-W �' - - - - - - - - - I U, 14 _ �� I soo 23'o8"E 10 w 0) o --Drainage and 1� Tr_ I_ �I( D D Nr- a) °�' 0 00 ; M rM 1 '6 1 Utility Easement I ) Jlo i 1 A \ 1 L-1 NIA II 0 �I Ilo LANE p CP ��,-\I°oi� �I� 4 aNl ,\ Inch o U' M , / r) 1 8 T 14. WI p _I �O N 6. 9 Iron Open Q , 150.00 -- 3 ----------30---- -- p T I I r_' A� J I 1 I rn Wol I 0_�1 ------ ---� to N I� I rlL-/ 1 _ 135.94 rn !T1 an z ; 1d U' IIU, 168 70 _ = = _ _ _ ; I r - - - S82°22'24"\N 03 36 55„�,r 3p _ 3 E 1 0 I ` 30---- �'- _ _ 29"E �'° \�--- 00 ; coo°I I _ _ _ - N79°26 4 I 1 u; I / _ _ N7g°45 Hoge and`" P� r'� °' ' 1 N I N 0 30 �`_,4_02°I 1 0 'l o� 1 Dility Easement ��\ o I 30 Y ,' 18 g.27 9'15" I o •WI cr 15 rw ' 00 3.12 yl III �� 1 �I0 P 0 I R=60.00-_ A cr Q o s J w - ' L=02058'32" _`�� co'� 9; ° . S I \ I _ _ r- -- - - - - - - U!�1� S\0 0'. J \ 135.0g m _ �21.2� °15'02" 5 _ _ 1-15.33 _ _ 5 I ------ --- / _-� 0 0.3 _ rn z > ' 30 S89525028"W 35.90 �+ \ / _ _ - - _ - - - I / _ _ - 578°45'29 r, 30---- - o ;-34016'42" �D \\ \ .� _ _ - N7g°26'34' E I North line of the South � 941.00 feet of the East Half-,1\1 �� e N %0��`� p I of the Northeast Quarter of I � Q �\ o° \Co oa ml iCdory U N Section 26, Township 31, i oolo �°\0rY� O�o��O o � , 2 onid- lV6`077 \ ^��` oI o _11� U0 Range 22 865.13 16 ��4 \'D w a ' - J w I V N,1 c3 'N61" w / p a p��tih� _ 7. Gb O 04_ _ ` �I 1 I 7�38 0 �� D od'- w °6g' 45" W �� \`so ° Z �ti /� \ \ \ 1 I\ _ / / 0L00\ r'v S�8 , 2 _West line of the East o, `b �� ��54. ) 865.00 feet of the �\ `S�\ R=64�5 0�V/1 �2S I i East Half of the �'ytiR1-° �� S6j2� /N I / Northeast Quarter of ^�� = 'p, / 50.43 �436 /o / Section 26, Township,' �� 6 rr o i / / 4�48°09'39" F \ �5' 31, Range 22 0 het \ 6 ,iy 00 1 l ' ' (� e�ol g� , o / �� 5 Co � �� �a �'��;°�� o ; ' a� DRAINAGE AND UTILITY �� 0 °A) AJ ° ,,�___ a ��� �,� EASEMENTS ARE SHOWN THUS: 0 �40 / / / S77 3030„ o�de�� r'R O ; Q�j O �P,, i i \ N75o / / 4 N�� \ 6�J°�2cjl L - o(e�o e �Ca� 0z� F ) 5- 1 - \ ° �\ � S85°54'39"W �'�` �h O�oO\,9 53 9)57„W S85°54'39"W 66.58 0 BOO i'� Oran 9e ; 9 -82.60 --� ----- 56788) 35 i o� Eosement �� tk`L 20F 3 9,9 O O�oj�° and Utility �k�� O�o Q O ti0� `o0 - -1 L - - - ' 95.35 171.32 47.81 ��, RLS 3960 314.48 1/2 Inch Iron S89024'11 "E / g adjoining / being 5 feet in width, and ad oinin side lot lines, North line of the South 745.00 feet of ---'� and 10 feet in width and adjoining right of way the East Half of the Northeast Quarter lines and rear lot lines unless otherwise shown on of Section 26, Township 31, Range 22 this plat. The North line of the South ,--1380.00 feet as measured along / said East line of the Northeast IQuarter of Section 26, Township 31, Range 22 \ RLS 42648 S89°24'11 "E \ 1/2 Inch Iron �, 193.00 0 to 407.87 N89024'11 "W 0 to 408.38 For the purposes of this plat, the East line of the East Half of the Northeast Quarter of Section 26, Township 31, Range 22, Anoka County, Minnesota, is assumed to bear N00°23'08"W O Denotes 5/8 inch by 14 inch Rebar, set or to be set within one year of recording of this plat and marked with license number 40361 • Denotes Found Iron Monument unless otherwise noted Denotes Wetlands that were delineated by 1 ll �� Kjolhaug Environmental Services Company in 2019 INSET"A" GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET Carlson McCa*in ENVIRONMENTAL - ENGINEERING , SURVEYING SHEET 2 OF 2 SHEETS PLANNING & ZONING BOARD AGENDA ITEM 6C STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: Katie Larsen, City Planner July 8, 2020 Poehling Addition Final Plat FP2020-003 APPLICANT: Jerome and Mona Poehling 6790 West Shadow Lake Drive Lino Lakes, MN 55014 OWNER: Same REVIEW DEADLINE: Complete Application Date: June 10, 2020 60-Day Review Deadline: August 8, 2020 60-Day Extension Deadline: October 8, 2020 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: July 8, 2020 City Council Work Session: August 3, 2020 City Council Meeting: August 10, 2020 BACKGROUND The applicants, Jerome and Mona Poehling, submitted a land use application for the final plat of Poehling Addition. The applicant proposes to subdivide the existing parcel into 2 single family lots for the purpose of constructing one (1) new single family home. The lot is located at 6790 West Shadow Lake Drive and is 0.78 gross acres (34,023 sf) as measured above the OHWL. The Land Use Application is: • Final Plat o 2lots 1 This staff report is based on the following information: • Certificate of Survey and Resource Inventory Map prepared by EG Rud & Sons, Inc. revision date May 29, 2020 • Preliminary Plat prepared by EG Rud & Sons, Inc. revision date May 29, 2020 • Preliminary Grading, Drainage & Erosion Control Plan prepared by EG Rud & Sons, Inc. and Plowe Engineering revision date May 29, 2020 • Tree Inventory/Removals prepared by EG Rud & Sons, Inc. revision date May 29, 2020 • Utility As -Built Plan prepared by EG Rud & Sons, Inc. and Plowe Engineering revision date May 29, 2020 • CLOMR-F Exhibit prepared by EG Rud & Sons, Inc. revision date May 29, 2020 • Compensatory Volume Exhibit prepared by EG Rud & Sons, Inc. revision date May 29, 2020 • Site Drainage Narrative prepared by Plowe Engineering, Inc. revision date May 29, 2020 • Final Plat prepared by EG Rud & Sons, Inc. dated May 29, 2020 Previous Council Actions: • November 12, 2019: o Resolution No. 19-144 approving lot area variance o Resolution No. 19-145 approving street setback variance o Resolution No. 19-146 approving preliminary plat ANALYSIS This staff report provides a comparison of the approved preliminary plat and the proposed final plat. Changes in the plans are either narratively described or shown as s4ikethr-eugh. Overall, the final plat is consistent with the preliminary plat. History The subject site was originally platted in 1982 as Lot 1, Block 1 Reshanau Shores. The residential subdivision was not served by municipal water or sanitary sewer. In June of 2017 the City Council approved the 2017-2021 Street Reconstruction plan which included authorization to reconstruct West Shadow Lake Drive, Sandpiper, and Shadow Court. With approval of the street project City staff began working with property owners to consider extension of municipal sanitary sewer and water services as part of the project. The extension of sanitary sewer service was pursued to eliminate use of 61 existing individual sewage treatment systems, most of which are non -conforming systems. To aid in this project the City was successful in receiving a water quality grant from the Rice Creek Watershed District. In 2018, the City commenced the West Shadow Lake Drive Street and Utility Improvement Project to reconstruct the street and install municipal water main and sanitary sewer. With the extension of public utilities, larger lots may be able to subdivide. In anticipation of such subdivision requests, in 2018, the City also rezoned several parcels, including the subject parcel, from R, Rural to R-IX, Single Family Executive Residential. Existing Site Conditions The residential lot contains the existing house and garage that were built in 1984, trees, grass, a shed, septic system, well, fire pit and wetland. The fire pit will be removed. The Certificate of Survey indicates Zimmerman Fine Sand and Lake Beaches soil. Groundwater was encountered at approximately 5 feet (EL 884.0). The parcel abuts Reshanau Lake and is subject to the requirements of the Shoreland Overlay Management District as detailed later in this staff report. Zoning The subject site was rezoned from R, Rural to R-IX, Single Family Executive in 2018 with Ordinance No. 19-18 in conjunction with the West Shadow Lake Drive Street and Utility Improvement Project. Current Zoning R-1X, Single Family Executive Current Land Use Single Family Residential Future Land Use per CP Low Density Sewered Residential Utility Staging Area 1A=2008-2015 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R-IX Single Family Low Density Sewered Residential Residential South R-IX Single Family Low Density Sewered Residential Residential East Reshanau Lake Lake Lake Single Family Low Density Sewered West R-IX Residential Residential There are approximately 100 platted riparian lots adjacent to Reshanau Lake. A general overview of the riparian development indicates low density single family lots platted between 1969 and 1991. Lot sizes vary from approximately 12,000 sf to 43,560 sf. Smaller lots on the east side of Reshanau Lake are served by municipal water and sanitary sewer. Of the 100 platted riparian lots, approximately 10 existing lots on the west side of Reshanau Lake along West Shadow Lake Drive may have the potential to subdivide based on lot size. One of these lots is the proposed Poehling Addition. The remaining 90 lots do not appear to be further sub -dividable based on lot size or extensive on -site wetlands. Density and Land Area Calculations The following chart implements Met Council's formula for calculating net density. Gross Area (acres) 7 0.78 Wetlands & Water Bodies (0.07) Public Parks & Open Space 0.00 Arterial ROW 0.00 Other (Utility Transmission Easement) 0.00 Other (Wetland Buffer Area) 0.00 Net Area (acres) 0.71 # of Units 2 Gross Density (units/acre) 2.56 Net Density (units/acre) 2.80 The subject site is guided low density residential development and allows for 1.6 to 3.9 units per net acre. The proposed net density of 2.80 units per acre is consistent with the Comprehensive Plan. There is no density change from the preliminary plat to the final plat. Zoning Requirements The subject site is 0.78 gross acres (34,023 sf) as measured above the OHWL. Lot 1 will contain the existing single family house. Lot 2 is being created for the purpose of constructing one (1) single family home. The subdivision is also subject to requirements of the Shoreland Management Overlay District. Reshanau Lake is classified as a Recreational Development Lake in the Overlay District. al Shoreland or R-IX Lot 1 Lot 2 Requirements (Existing House) (Proposed House) Min. Lot Size' 20,000 sf 17,585 sf5 16,438 sf Min. Lot Width' 90 ft I I I ft (street) 113 ft (street) 140 ft (OHWL) 130 ft (OHWL) Min. Lot Depth 135 ft 147 ft 143 ft Building Setback (feet) -From Local Streets 30 ft 22.2 ft 25 ft' -From OHWL --Principal 75 ft 54.8 ft 6 60-80 ft -Accessory, 75 ft 56 ft Future -Side Yard --Principal 10 ft 24.4 ft & 36 ft 31 ft & 10 ft --Accessory 5 ft 29.1 ft Future Impervious Surface4 30% 20.9% 14.6% 'Only land above the OHWL can be used to meet the lot size standards 2Lot width standards must be met at both the street setback line and the OHWL setback line 'One water -oriented accessory structure may be setback 10 feet from the OHWL 4Per Shoreland Management Overlay District 5Variances approved by City Council with Resolution No. 19-144 and Resolution No. 19-145 6OHWL setback variation allowed per Section 11 02.07(2)(a) of the Shoreland Management Overlay District Its is noted *at on the preliminary plat that the lots will have limited ability to construct accessory structures, decks or additions due to the required OHWL setback and floodplain requirements. This shall also be noted on the certificate of survey submitted with the building permit. OHWL Setback The required setback from the OHWL is 75 feet; however, Section 1102.07(2)(a) of the Overlay District provisions states "Where structures exist on the adjoining lots on both sides of a proposed building site, structure setbacks may be altered without a variance to conform to the adjoining setbacks from the ordinary high water level, provided the proposed building site is not located in a shore impact zone." 5 The OHWL setback from the existing house on the proposed Lot 1 is 54.8 feet and the OHWL setback on the adjoining parcel to the south, 6770 West Shadow Lake Drive, is approximately 67 feet. The average OHWL setback for Lot 2 is then 60.9 feet. The preliminary plat shows a OHWL building setback line on Lot 2 extending from the house structures on Lot 1 and 6770 West Shadow Lake Drive that is a minimum of 65 feet from the OHWL. The proposed house on Lot 2 is setback 78 feet from the OHWL. This is compliant with both the required and average setback. Building Requirements At the time of building permit, the single family dwelling unit will be reviewed for compliance regarding floor area, garage and design and construction standards. Subdivision Ordinance The legal description of the subject site is Lot 1, Block 1, Reshanau Shores. It was platted in 1982. Per Section 1001.076(2) of the Subdivision Regulation, any subdivision that results in the creation of one or more sewered residential lots shall be platted in full compliance with preliminary plat and final plat requirements and therefore, it is not a minor subdivision. Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for low density residential development and zoning code requirements for R-1X, Single Family Executive as discussed above. The final plat is also consistent with the preliminary plat. Blocks and Lots The final plat contains Lot 1 and Lot 2, Block 1, Poehling Addition. As noted above, Lot I contains the existing house and Lot 2 proposes a single family home. Variances are have been approved for lot size and street setback. Streets and Alleys Both lots are served by West Shadow Lake Road which is eing has been reconstructed and municipal water and sanitary sewer is being has been installed. The existing road has 60 feet of right-of-way and the paved road surface is 26 feet wide with ribbon curb. Easements Standard drainage and utility easements at least 5 and 10 feet wide are provided along all lot lines. The wetland and stormwater basin shall be has been covered by a drainage and utility easement that includes a 10 foot buffer. C� Storm Water Management and Erosion and Sediment Control Per the Site Drainage Narrative prepared by Plow Engineering, Inc. dated july 1, 2019 May 29, 2020, there are 3 areas of discharge from the site (one to the north and 2 to the east). The existing fire pit will be removed and a small basin will be constructed in the area adjacent to the fire pit. Per WSB Engineering letter dated September 24, 2019, new impervious area from the site is all routed to the east towards Reshanau Lake. The new impervious surface is less than 10,000 square feet, and all runoff from new impervious will run over a pervious surface prior to leaving the site, therefore no water quality treatment will be required as a result of the additional impervious surface from the single- family residential development. Side yard drainage ways are required. Utilities Sanitary Sewer A 3" sanitary sewer force main is has been installed along West Shadow Lake Drive. The existing house shall hook up upon availability. The new house shall hook-up upon construction. The existing septic drain field shall be removed. Watermain An 8" DIP watermain is has been installed along West Shadow Lake Drive. The existing house shall hook up upon availability. The new house shall hook-up upon construction. The existing well may be used for irrigation only or shall be properly capped and abandoned. Public Land Dedication The City will require cash in lieu of land dedication for the new lot. The lot with the existing house will not be charged a park dedication fee. Park Dedication Fees Total # of Lots = 1 x 2020 Park Dedication Fee $3,150 = Total Due $3,150 Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. Sheet 4, Tree Inventory/Removals identifies 96 significant trees on the entire site and 13 of these trees will be removed. Of those 13 trees, 8 of the trees are within the basic use area of the house pad and driveway and mitigation is not required. The other 5 trees are 7 being removed in order to construct the basin. The remaining 83 trees provide open space mitigation requirements, prevent erosion control and provide shoreland aesthetics. Further tree mitigation is not required. Landscaping Canopy cover, foundation landscaping, and buffer and screens are not required for the 2 lot residential subdivision. Open Area Landscaping The proposed stormwater basin is approximately 2,000 sf. This would require 1 large tree and 3 large shrubs. The remaining 83 trees and existing shrubs on site satisfy the open area landscape requirements. No further landscaping is required. Boulevard Trees Boulevard trees are required at the rate of 1 tree per lot frontage for singly family lots. This would require 2 boulevard trees. The 6 existing trees on Lot 1 and 1 existing tree on Lot 2 along West Shadow Lake Drive provide boulevard tree coverage. No additional boulevard trees are required. Shoreline Buffer Zone Reshanau Lake is an impaired, recreational development lake and efforts to protect and improve the natural resource should be implemented with any development. A native vegetated shoreline buffer will be required as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. The buffer will also help stabilize the shoreline, reduce erosion and support aquatic plants and wildlife. An average 20 foot wide but no less than 10 foot minimum wide native vegetated buffer zone extending from the shoreline shall be installed and maintained on both Lot 1 and Lot 2. As recommended by the Planning & Zoning Board, a 20 foot wide access opening to the lake is allowed. Sheet 7, Landscape Plan details the access openings, the buffer location and seed mix materials. A Shoreline Buffer Declaration detailing maintenance shall be recorded against the property. Environmental Assessment Worksheet (EAW) An Environmental Assessment Worksheet is not mandated. The two (2) unattached residential units are under the 250 unattached unit thresholds required for a mandatory EAW. Wetlands A Wetland Delineation Report was completed by Jacobson Environmental, PLLC on November 27, 2018. A WCA Notice of Decision approving the wetland delineation was N. issued by RCWD on January 1, 2019. Two basins were delineated. Basin 1 is approximately 0.046 acres (2,003 sf) and is located within the rear yard of Lot 2. Basin 2 is Reshanau Lake and portions of its shoreline. No wetland impacts are proposed. Per RCWD, Rule F is not triggered; therefore, no WMC wetland buffers are required. A drainage and utility easement 10 feet above the delineated wetland is r-equir-e has been provided on the final plat. Floodplain The 2015 DFIRM indicates Zone AE floodplain on both Lot 1 and Lot 2. The FEMA base flood elevation (BFE) is 887. The applicant is proposing 110 cy of floodplain fill and 110 cy of compensatory storage. The applicant has drafted a CLOMR-F application to revise the floodplain map. It should be noted that any future proposed structures such as accessory structures shall meet the floodplain ordinance requirements. The City Engineer also notes the low floor elevation shall be 2 feet above the BFE and the plans shall be have been revised. A future deck shall be shown on the plans and be included in the floodplain mitigation. Shoreland Management Overlay The general purpose and intent of the Shoreland Management Overlay ordinance is to protect public waters. Per the ordinance Policy statement, the uncontrolled use of shorelands of the city affects the public health, safety and general welfare not only by contributing to pollution of public waters, but also by impairing the local tax base. Therefore, it is in the best interests of the public health, safety and welfare to provide for the wise subdivision, use and development of shorelands of public waters. As discussed, lot size and street setback variances have been approved. The OHWL setback is met. Sheet 2, Preliminary Plat notes impervious surface coverage for Lot 1 = 20.9% and Lot 2 = 14.6%. Both meet the allowed 30% impervious surface coverage of the shoreland ordinance. A native vegetated shoreline buffer has been provided as a stormwater management best management practice (BMP) to minimize runoff pollutants from entering the lake. A Shoreline Buffer Declaration shall be recorded against both properties. Comprehensive Plan Poehling Addition is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. Resource Management System Plan I Goals of the Resource Management System Plan include: • Natural Resources and Amenities o Goal #1: Identify, protect and preserve the desirable natural areas and ecological and aquatic resources of the community. • Land Use Policies o Goal # 1: Ensure that well -planned, quality residential, commercial, industrial and institutional development to accommodate the city's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. Municipal sanitary sewer is has been installed along West Shadow Lake Drive. The extension of this utility to serve lots eliminates on -site septic systems and promotes the goal of protecting the natural resource, Reshanau Lake, by preventing sewage pollution of public waters. The Poehling Addition also protects the natural resource by providing storm water and floodplain management and installing vegetative shoreline buffers. Land Use Plan Goal 2: Ensure that zoning and subdivision ordinances and official maps are consistent with the intent and specific direction provided within the Comprehensive Plan. Policies: 1. Ensure developers meet the standards specified within the land -use plan and official controls, including zoning and subdivision ordinances and official maps. 2. Ensure compatibility of adjacent land uses. Poehling Addition is compliant with the zoning, subdivision and shoreland management ordinances with approved variances. The two (2) lot subdivision is consistent with low density residential development as guided by the Comprehensive Plan. The development is also compatible with adjacent smaller lot single family residential land uses. Housing Plan Goal 1: Ensure housing development is compatible with existing and adjacent land uses and provides accessibility to key community features and natural resources. Poehling Addition meets the goals of the housing plan. The development is compatible with the existing and adjacent residential homes and provides access to the natural resource. Transportation Plan 10 Goal 1: Plan for and achieve required street improvements and connectivity throughout the City of Lino Lakes. West Shadow Lake Drive is a reconstructed local street and has capacity to accommodate one (1) new single family home. Sanitary Sewer Plan Goals of the sanitary sewer plan are to ensure well -planned, quality residential development that conserves and enhances the city's natural resources and to provide an affordable and safe sanitary sewer system. Municipal sanitary sewer is bein has been installed along West Shadow Lake Drive. The extension of this utility to serve lots eliminates on -site septic systems and promotes the goal of preventing pollution of public waters. The sanitary system has capacity to handle two (2) single family homes. Funding of the sanitary sewer extension contemplated a higher allowable density of homes as is reflected in the rezoning of the properties to R-1X Water Supply Plan A goal of the water supply plan is to provide residents affordable potable water that is safe and of high quality for daily consumption and fire demand. Municipal watermain is being has been installed along West Shadow Lake Drive. The water supply system has capacity to handle two (2) single family homes. Planning Districts The site is located in Planning District 1 and is guided for low density residential development. There are no specific planning recommendations for this site. The site is located within Reshanau Resource Management Unit (RMU). MNDNR Comments The DNR reviewed the Poehling Addition preliminary plat and variance request in October 2019. They recommend denial of the lot size variance request. Supported by the Findings of Fact, the City Council approved the preliminary plat and variance request. As required by the Shoreland Management Overlay ordinance, copies of the approved resolutions were sent to the DNR on November 14, 2019. No further comments from the DNR have been received. Development Agreement A Development Agreement will be drafted by the City and shall be executed. 11 Title Commitment The City Attorney shall review and comment on the title commitment and final plat. Stormwater Maintenance Agreement The stormwater maintenance of this subdivision will be covered under the City's Programmatic Maintenance Agreement. FINDINGS OF FACT -FINAL PLAT The Planning and Zoning Board shall consider the final plat and the Community Development Department shall forward the Planning and Zoning Board recommendations to the City Council. The following requirements shall be met before consideration of the final plat by the Planning and Zoning Board: 1. The final plat shall substantially conform to the approved preliminary plat and phasing plan. The final plat substantially conforms with the preliminary plat. 2. For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots; and This is a two (2) lot single family residential subdivision and will be platted in one (1) phase. 3. Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. The conditions of the preliminary plat have been substantially fulfilled. Securities will be required with a Development Agreement. RECOMMENDATION Staff recommends approval of the final plat for Poehling Addition subject to the following conditions: 1. A basin and side yard drainage way are required to minimize stormwater and pollutants from entering the public water. 2. A vegetated buffer zone extending upland from the shoreline averaging at least 20 feet in width but no less than 10 feet in width shall be installed and maintained on both Lot 1 and Lot 2, Poehling Addition. 12 a. One access opening to the shoreline no greater than twenty (20) feet wide is allowed on both Lot 1 and Lot 2. b. The vegetated buffer zone shall be maintained in accordance with the recorded Shoreline Buffer Declaration and Maintenance Plan. c. A Shoreline Buffer Declaration shall be recorded against Lot 1 and Lot 2, Block 1, Poehling Addition. 3. The existing house on Lot 1 and the new house on Lot 2 are required to connect to municipal water and sanitary service upon availability. 4. The existing septic system and private well on Lot 1 shall be properly removed, sealed and approved by the City prior to the issuance of a single family home building permit on Lot 2. 5. Lot 1 and Lot 2 will have limited ability to construct accessory structures, decks or additions due to the required OHWL setback and floodplain requirements. 6. The applicant shall obtain a FEMA LOMR-F to revise the floodplain map. 7. Resolution No. 19-144 approving the lot area variance and Resolution No. 19-145 approving the street setback variance shall be recorded against both parcels. The following items shall be addressed: 1. Any comments from the City Engineer letter dated July 1, 2020 shall be addressed. 2. Any comments from the Environmental Coordinator letter dated June 23, 2020 shall be addressed. 3. The Development Agreement shall be approved by the City Council, executed and recorded against the property. a. Securities and fees shall be paid. 4. A copy of the recorded Shoreline Buffer Declaration shall be provided to the City. 5. Copies of the recorded variance resolutions shall be provided to the City. 6. A future deck shall be shown on the plans and be included in the floodplain mitigation. 7. Sheet 2, Preliminary Plat: a. The OHWL shall be labeled. b. The OHWL and Water Elevation data shall be included. Similar to Sheet 1, Certificate of Survey. 8. Sheet 6, Landscape Plan: a. The lots and block shall be labeled. b. The drainage and utility easements shall be labeled. ATTACHMENTS 1. City Engineer Memo dated July 1, 2020 2. Environmental Coordinator Memo dated June 23, 2020 3. Revised Preliminary Plat & Plan Set 4. Final Plat-Poehling Addition 13 wsb Memorandum To: Katie Larsen, City Planner From: Diane Hankee, City Engineer Date: July 1, 2020 Re: Poehling Addition Final Plat Submittal WSB and Associates, Inc. has reviewed the Preliminary Plat for Poehling Addition in Lino Lakes, MN prepared by E.G. Rud and Sons, Inc., received on July 3, 2019. The following documents were reviewed: • Poehling Addition Certificate of Survey, Preliminary Plat, Preliminary Grading and Drainage, Utility plan, CLOMR-F Exhibit dated May 29, 2020 • Site Drainage Narrative dated May 29, 2020 • Revised Grading and Drainage Plan dated June 25, 2020 Geotechnical Exploration Report prepared by ITCO Allied Engineering Company dated June 19, 0 0 2019 c� w Engineering m 0 General The Poehling Subdivision is located at 6790 West Shadow Lake Drive. The applicant is proposing to CO subdivide the property and keep the existing home on one of the lots. This subdivision is subsequent to 00 the West Shadow Lake Drive reconstruction project and re -zoning to R1-X where municipal sewer and N water were extended to serve the site. The property is located along Reshanau Lake and within the Shoreland Management District. The property has existing wetlands and floodplain on site. Reshanau Lake has an ordinary high water elevation of 883.7 and a base flood elevation of 887.0. Comments z 2. L) J Q a z Site Grading CO To build on the proposed subdivided lot, the applicant is proposing to bring in fill. The fill is required to meet the low floor elevation above the floodplain 0 0 N Comments: w H • Stormwater Management W New impervious area from the site is all routed to the east towards Reshanau Lake. The new impervious surface is less than 10,000 square feet, and all runoff from new impervious will run over a U) pervious surface prior to leaving the site, therefore no water quality treatment will be required as a result F of the additional impervious surface from the single-family residential development. w 00 Comments: 1. Th8Q appliGaRt Shall GFeate a side yaFd dFaiRage way between the existing and pFepesed hemem S:\Community Development\Projects\Planning Cases\Poehling Addition (6790 W Shadow Lake)\Staff Reports\20200708 PZ (FP)\a1 20200701 Engineering Review -Poehling Addition Final Plat.docx Ms. Katie Larsen 8/1/19 Page 2 2. The applicant shall provide the amount of new impervious surface being created. Please confirm amount in the narrative. 3. Resh 48d, F8GF8atiGRal development lake, and on an effeFt to impreve and native and vegetated h-i-iffer ;-zE)Re ex4eRding frn-M thL-Q shereline shall he installed And shall be si bmutte 4. P1 Ponding area is shown in existing drainage area figure. Please revise figure to match HydroCAD model. 5. P1 Ponding area is shown in proposed drainage area figure. Please revise figure to match HydroCAD model. hasinimitigation area. City Environmental Coordinator to review proposed seed mix. • Water Supply The existing home is served by a private well. The existing home shall be served by an existing 8" HDPE municipal water system located within the West Shadow Lake Drive right of way. The well may remain for irrigation purposes only, provided it meets setbacks. The existing home was provided a 1- inch copper water service stub for connection. The proposed home will be served by a 1-inch copper water service. • Sanitary Sewer The existing home is served by an Individual Septic Treatment System (ISTS). The ISTS shall be properly abandon. The existing home and proposed home shall be served by an existing low pressure 3" HDPE municipal sanitary sewer system located within the West Shadow Lake Drive right of way. The existing and proposed home are to be connected to the sanitary sewer system with 1.25-inch PE sewer services. Each home will require individual grinder pumps be installed. • Transportation West Shadow Lake Drive is local residential street that can support the additional traffic of this subdivision. • Wetlands and Mitigation Plan The wetland review is being completed by the City's Environmental Coordinator. RCWD has determined that it is not in a WMC. There are no proposed impacts to the wetlands as a part of this project. Adequate protection of the wetland is shown on the erosion control plan sheet and should be implemented prior to construction to ensure the wetland is not impacted. • Floodplain The applicant is proposing 110 cubic yards of floodplain fill and on site mitigation. This mitigation amount is being revised to meet the 15 foot elevation requirement. They are proposing the creation of a basin in the rear yard near the lake. The applicant has drafted a CLOMR - F application, for community acknowledgement and to be submitted to FEMA. Comments: 1. The applicant shall obtain an approved CLOMR-F from FEMA, prior to grading or final plat approval, whichever comes first. 2. Prior to the issuance of Building Permits, a record plan of the site grading shall be submitted for a CLOMR-F compliance review. 3. With the Building Permit submittal the applicant shall submit the LOMR-F application/submittal to FEMA. S:\Community Development\Projects\Planning Cases\Poehling Addition (6790 W Shadow Lake)\Staff Reports\20200708 PZ (FP)\a1 20200701 Engineering Review -Poehling Addition Final Plat.docx Ms. Katie Larsen 8/1/19 Page 3 4. Prior to the issuance of the Certificate of Occupancy, a FEMA approved LOMR-F is required. Note FEMA review time lines should be considered when considering closing dates. nl.no...lo!lnoMfQAt form 6. The floodplain exhibit shall be edited or a new version showing the BFE, fill area, and mitigation area. 7. The applicant shall provide earthwork calculations to clearly demonstrate that 110 cubic yards of compensatory floodplain storage is being created. 8. The LAG shall be updated to include a future deck and the floodplain mitigation area updated. 9. Accessory structures will need to meet floodplain regulations and are currently not included as part of this mitigation plan. 10. The applicant shall verify FEMA floodplain setback requirements from structures. 11. CLOMR-F Application was reviewed and the following comments are provided for the applicant's consideration prior to submitting to FEMA: a Clods+inn Como Q eStinn'1 shall -he ansi.yered. h Clods+inn Como (L 1e6tieR(B droll he answered c. Lowest Lot Elevation should be "lowest elevation of a legally recorded property as defined by a metes and bounds description" Provide elevation to the nearest tenth of a foot. d Lowest est AdjaG8nf (-`Fade M -st be the oleyatinn form 12. The mitigation volume shall be revised prior to signing the Community Acknowledgement form. The mitigation volume will also need to be approved by RCWD. • Drainage and Utility Easements Standard drainage and utility easements apply and are not all currently shown. Comments: 1. The applicant shall show standard side yard drainage and utility easements. 2. The applicant shall include drainage and utility easement over the wetlands, buffer area, and floodplain mitigation area. • Development Agreement A development agreement will be required with the final plat. • Stormwater Maintenance Agreement This stormwater maintenance of this subdivision will be covered under the City's Programmatic Maintenance Agreement. • Permits Required 1. City of Lino Lakes Zoning Permit for construction 2. Rice Creek Watershed Permit If you or the applicant have any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. S:\Community Development\Projects\Planning Cases\Poehling Addition (6790 W Shadow Lake)\Staff Reports\20200708 PZ (FP)\a1 20200701 Engineering Review -Poehling Addition Final Plat.docx Memo F To: Katie Larsen From: Andy Nelson Environmental Date: June 23, 2020 Re: Environmental Staff Recommendations for Poehling Addition The following recommendations were made by the Lino Lakes Environmental Board on Wednesday, July 31st, 2019 concerning Poehling Addition: 1. No soils are to be imported without approval from the City Engineer 2. It is suggested that the green space disconnect be planted with a low nitrogen, alternative lawn grass such as the alternative lawn fescues. 5. All trees to be preserved must be protected with fencing extended out to the driplines of the trees. Ensure that tree protection zones are established prior to any construction activities take place on the site. New Staff Comments: 0 Page 1 1. Recommend removing all ash trees on the site. An alternative would be treating these trees every two years for the duration of their lives. CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP --for-- JEROME AND MONA POEHLING --of-- 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. NOTES: - Field survey was completed by E.G. Rud and Sons, Inc. on 11 /7/2018 - Bearings shown are on Anoka County datum. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Parcel ID No: 29-31-22-11-0002. Parcel area = 35,074 sq. ft. to shoreline (34,023 above OHWL). - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.) and Flood Zone AE (base flood elevation 887) according to Flood Insurance Rate Map Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. • X 952.36 OHW --------� O WET POI LEGEND DENOTES IRON MONUMENT FOUND AS LABELED DENOTES ANOKA COUNTY CAST IRON MONUMENT DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES GUY WIRE DENOTES POWER POLE AND OVERHEAD WIRES DENOTES WELL DENOTES RETAINING WALL DENOTES EXISTING CONTOURS DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES DELINEATED WETLAND BY JACOBSON ENVIRONMENTAL, PLLC IN NOVEMBER 2018. DENOTES SOIL BORING COMPLETED BY ALLIED TESTING TREE DETAIL = ; DENOTES ELEVATION �r '--------- DENOTES TREE QUANTITY -----DENOTES TREE SIZE IN INCHES -------DENOTES TREE TYPE I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA3Q.�. ­UD Date: 5/29/2020 License No. 41578 www.egrud.com v 1 9 v `w 91%%ff v 0 1 v%ff 0 Is `, v u I« 0 0 v Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 NEIGHBORHOOD CONTEKT AREAS TOTAL GROSS AREA = 35,074 S.F. (0.81 ACRES) 100% EXISTING WETLAND = 2,932 S.F. (0.07 ACRES) 8.4% ZONING THIS PROPERTY IS CURRENTLY ZONED R-1X (SINGLE FAMILY EXECUTIVE) AND IS IN A SHORELAND MANAGEMENT OVERLAY DISTRICT PER CITY OF LINO LAKES PLANNING DEPARTMENT. GUIDING EXISTING GUIDANCE: LOW DENSITY RESIDENTIAL. MUSA PROPERTY IS IN THE MUSA DISTRICT. TABLE OF CONTENTS SHEET 1 - CERT. OF SURVEY SHEET 2 - PRELIMINARY PLAT SHEET 3 - PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN SHEET 4 - TREE INVENTORY/REMOVAL PLAN SHEET 5 - UTILITY AS -BUILT SHEET 6 - FEMA EXHIBIT SHEET 7 - LANDSCAPE PLAN 0 NORTH GRAPHIC SCALE 10 20 40 1 INCH = 20 FEET o� Os / .... i......... 1 .1 A I/ r' /� n r\ r\ I -I-1 I /� n I n I 1" "1 r- m / •• x886.7 C! •..... •x 885.8 ... -- / NORTH LINE OF THE NE 1 4 �...............• /I OF SEC 29, T 31, R 23 8�24 x889.0 �' (OUNDs$ .4 CO. CI I F M) I -- 60 S 10 x885.8 I x 885.1 I 8A, EDGE OF FLOOD ZONE "AE" I $ 892.75 F/ - �-BASE -FLOOD ELEVATION = 887 8s3..N890 47r05" W NDIP-1 /2" FND-CM 89047�05»w 134.95 .884.3 x884.4 31 :••'J•�gk' 882.87 EWATER �\ 4 884.3 x885.5 88 .77/ I \ 886.08 �y884.97 ASH2O T.03 •. I \\ MAPLFI6 ''( MAPLEI4-2 ASH14 ,EWA.TER I 893;29 1 885.09 ' x&86:° \\ 'HAC4yB22 ;N x889.4 x887.4\\ ASH16 884.10 I / 888:8•,..F••" \ of COTTON20 / x893. 1 FLOOD"ZONE."X" 888• --� x N 885.09 890.... ass.s I FLOOD ZONE "AE" B /mil 883.81 8 ro O ............. \\\ '{.• / / N26 D OXELD6 \\\ - /•• 8925x + 892.8 '..892 .... \ / 884.35 I I i x891.9 891c.2 \ �8$6.2 ' , MAPLES 883.7 �••: 890.z ; e9 /-1 Z' C�1N7 \ w ©Hw { /: a82.94 8g 2 \ 886. 7 EWATER O / /8 \ 886.2 885.10 ' O j// BOXELDI2 ' i j 884.79 /�./ /•7 U i. '�6,') 2 885.38 Z ] COTTONI4 I 2 I O I'890.12••••'•x8899'.• . FFE GE �6 ¢WoC � 886.7 BOXELD9 ' 884.58 WL2-8 .� r[' C84.08 GARA/ 6 xaas.a OT ON14 x892 OAK10-3 893• / 10 891.96 890.36 !•7 / ? TREE14 f w N b° _ Q Q 885.09 / w Z : ♦ BASS22 - 22.2 Yn x886.4 a ASH8 �~/1), / a J LLJ S�W� //882. 88 �y 891.44 :' 893.6 - O t, ? ' W x : EWATER O 8 x 9 (o c� ELM10:: a a, iO // 9 J W a 885.48 / x a a, - O O 886.90 / COTTON18 885. 892 35 ''•• """'89'2�04 88933 a -U a893.8O� 2 Q p / - 886.28 COTTON48 / `C �• BASS15 ELMs 932 893.5 8 - O � WELL ) �/ j•./ / O 885.14 J 0 893.7 3� �C O j o COTTON20 892.5 893.5 893.6 W 33 885.8 x� Q 1 o AREA = x88d2 I o 892.3 893.5 -.1°j 17,571 SF \\ � / Q N x 885.4882.90 EWATER 892.1 U I \ O � 89 .2 8917 { � _ / O ......... ..........., 893.3 892.6x d 886.2 892.5, 9 .. \ +' 1,8 890.99 RF" 4EC 8g89 886.6 O �% N 11 K CO O v l Q �^7 BASS17.:' ...1................... �'I .••'888 r 2 ro 1 9\' \. • 889.8 889..46 3 Q x888. •••••••.•8g0 L COTTON34 x IX 4 RETW / \\ 1 Q ,........... ' ea9 885.80 885.2 \� 0 3-`\...88 �� / TO �y 884.6 x WL1j...� / O� 8 ... k \ i / 885.3 x 888.5 / x 886�.,� \ \ 883'.•8 / / /882.93 30 888.21 / 885.36\\\�� v EWATER / / 61 �,$86.9 x885.2 FNDIP-1 2" �� 887. 3 / � WATER-0883.21 \.„x�`BA`S20\ Cp"' x--------i ••••' ' 885.60 / 884.07 / O / �� 885.84 COTTO�N36 r COTTONIO / .•"�`. 3 SPRUCES / x$86.CO ON10 TBey 887.64 / r ... TT ° Wry wry. / 1 .2 PVC4 885.5 885.17 O Rio �' 888.4 / 0886 �2 885.5 885.5 COTTON12 884.59 884.39 x 884.8 884.43 4� 889:18 886.98 1•L.O WL1-1 8 COTTON18 �M \ 4 WET / x 84.3 885. 4J HACKB20 BASS20-4 : oxg83.5"""�88 5 FIRE PIT 885.5 ';' 4� Q)M. ° /sa7.1 4 / / 885.40 COTTON22 v O 884.78 / 8 � .w- 885.68 WL1-1 x883.4 884.24 885.5 885.586.42 COTTON12 O� 4WL1-Q v 12 885.31 885.699.2 BASS14 '831 M LE18 MAPLES L84.54 COTTONI4-3 WLI-11 885.23 2 884.73 883.71 WL1-2 SP-1 884.44 COTTON12 88Li-10 MAPLE8-2 88407 ,8499 HACKBI8COTTON18. 883.82 4 �O x884.1 ELSM1042 / COTTON12 .. , `� �_ �' •.. 883.77 ►�/x<o �882.95 p v / 890.48 cc� .; �} x887.4 / \\ I ' WETLAND'•.p,REA �84.2�6 0 0k (LJ / EWATER OQ' HACKB260V ti / I eas.oa = 1760 SO:•.FT. �11c / /\ BOXELD8 / 883.44 ti JO j� J• 47� / 885.92 .WL2 884.22 BASS10-2 v WL1-3 884.09 885.74 �O884.780 / COT ON10 / O� .•' ' 887.0 O=� / �ASH22 �• BOXE DBB / Q;: O : 886.11 VD � 883.98 888.38 ,: �: 2 884.88 BASSI 0'�/ COTTON12 HACKB•20 / O v.• C�Q' BOXELD12 883.45 884.10 886.04 / WLi-8 � . Lu� C88392 OTTO w00 •; =Gci� / '/ ASH14 �tw' COTTON 40 33 COTTONIS FLOOD ZONE "X" / o �` 2w FLOOD ZONE "AE" ` - 883 72 883.76 x 883.9 x OCO °Hy� / 883.55 / Q 2 O 1 WET .�_ 885.87 ASH6 OO / \ C94 O / \ O v vo�W 1-UP :' / mM / EWATER �•. 4i 888.08 / Q / 884.01 q� / p BOXELDII / 886.71 \ •�^ / :883.80 F- WL1-7 �/ 884.37 884.11 *887.63 /BASS6 \\884.47 WL1-4 x883.5 'COTTON20 50 COTTON24 BOX N� / v ASH18 ' ,•'• 88.68/ x �y 888.10 / 887.27 / [�O •.•�� 885.96 .••WL2-4 ET / BASS20-4 \ / / ASH9 x88.3:98 / �\ 8$8.23 '(BOXELDIO / \ �� :• 2-UP FNDIP-5332 / 00 y`/ „ 884.51 / 00 / Q �884.85 SP-2 / / 883.55 :("'\ m� BOXELD12 x 884.58 883.78 ASH13 / i,,,,�d 884.60 OHW \ 60 OS : 885.70 �� WL1-5 COTTON16.. . 86.7 i BASS8-2/ Q 884.67 883.40 /882.89 883.31 WL1-6 884.67 WL2-3 EWATER WILLOWI8 / r\ r' - / I A n I n I COTTON18 :• 883.39 1 N / \ \ / 884.66 / COTTON12 x884.7 BOXELD6 'J383.80y / QHW • �� �\ ill g 885. 885.39 / ��y�0' COTTON16 MAPLE20 884.5882.90 7883.58 :• • / x888.7 \ III / 885:9 / A1} 14qP x COTTON14 d• / l h% x886.8 : "S EWATER 885.45 NO COTTON18 £Sa-r.06 ASH8 883.73 01 EL82.90 M14 .� '•.� 887.2\------ 885.29 ASHB O / ?9 .........../':'•.... J. ............ ........... ..-.t�86.0 COTTON24 A83.8 SH16 / '8,..... ., {I 0 883.8Ct• 3.40 885.65 ASH8 L2-1 x885.4 COTTON 885.3�24 9 884.91 ~ BENCHMARK FNDIP-5332 ,\ I 883.84 BOXELD8 COTTON8 I 884.18 •. ��� / x8853 / g 88 4BOXELI MNDOT STATION: OTTER MNDT RESET / `� ' 8867 / 4� II ELEVATION: 888.77 (NAND 88) OI �� X 1/882.93 / C O / \ / \ L - / I �• / EWATER / x 885.9 DRAWN BY: BAB JOB NO: 18804PP DATE: 11/28/18 CHECK BY: JER SCANNED ❑ OJv 804.2:1, / Zo 796 / �:. 1 7/2/19 CITY COMMENTS BAB =00 / 883.80 /82.93 2 5/29/20 CITY COMMENTS BAB OHW EWATER NO. DATE I DESCRIPTION I BY SHEET 1 PRELIMINARY PLAT OF: POENLING ADDITION PROPERTY OWNER JEROME AND MONA POEHLING 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. NOTES: - Field survey was completed by E.G. Rud and Sons, Inc. on 11 /7/2018 - Bearings shown are on Anoka County datum. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Parcel ID No: 29-31-22-11-0002. Parcel area = 35,074 sq. ft. to shoreline (34,023 above OHWL) - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.) and Flood Zone AE (base flood elevation 887) according to Flood Insurance Rate Map Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. - FLOODPLAIN FILL = 110± cu. yd. (below 887.0) - COMPENSATORY STORAGE = 110± cu. yd. (between 883.8-887.0) LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED DENOTES ANOKA COUNTY CAST IRON MONUMENT © DENOTES CABLE PEDESTAL X 952.36 DENOTES EXISTING SPOT ELEVATION (-- DENOTES GUY WIRE oHw-­`E)-, DENOTES POWER POLE AND OVERHEAD WIRES 0 DENOTES WELL DENOTES RETAINING WALL ................................. . ••....' ..... .. DENOTES EXISTING CONTOURS DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE WET DENOTES DELINEATED WETLAND BY JACOBSON ENVIRONMENTAL, PLLC IN NOVEMBER 2018. BLDSB DENOTES MINIMUM BUILDING SETBACK O DENOTES SOIL BORING COMPLETED BY ALLIED TESTING TREE DETAIL ------------DENOTES ELEVATION V ---------- DENOTES TREE QUANTITY �--,-„----DENOTES TREE SIZE IN INCHES ----DENOTES TREE TYPE - --DENOTES TREE TO BE REMOVED I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA�EUD Date: 5/29/2020 License No. 41578 EST.1911 Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I �5 5� 0 0 I BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES I AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AND I REAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. I I I / / This property is currently zoned R-1X (Single Family Executive) and is in / a Shoreland Management Overlay District per City of Lino Lakes Planning / Department. Lot standards are as follows: ZONED R-1x Minimum lot size = 20,000 sq. ft. Minimum lot width (interior) = 90 ft. Minimum lot depth = 135 ft. Principal Structure Setbacks: Front = 30 ft. Side = 10 ft. OHWL = 75 ft. Maximum impervious surface coverage = 30% AREAS: 30 G 4Z �. z �JC��O / 43-7 Q o� Total existing parcel area = 35,074 sq. ft. Existing parcel area above OHWL = 34,023 sq. ft. A J Existing upland area = 32,012 sq. ft. o: 8?a0.48 Proposed Lot 1 / 1 ;-RACKB2E Total area = 17,822 sq. ft. ^I Area above OHWL = 17,585 sq. ft. Impervious surface area = 3,672 sq. ft. (20.9% of area above OHWL) / Proposed Lot 2 / /c Total area = 17,252 sq. ft. Area above OHWL = 16,438 sq. ft. Impervious surface area = 2,395 sq. ft. (14.6% of area above OHWL) 886.23 \ / \ 6 �3 / FND P-5332 III /� �1 _ a PIN No. 20-31-22-44-0008 N Owner: James and Sheryl Stern m : Address: Shadow Lake r Add 6820 W Sh d L k D o 889.0 .......... : ........... i A I i r- "i A r r 1 -1-1 i i N N i r- �I L_ i- I L_ . i -\ L i L I I I I i I N I N i . J WITNESS CORNER N ___-NORTH LINE OF THE NE 1/, OF SEC. 29, T.31, R.23 x I�o 8924 x8890 ZONED "I I .OUND ANOKA CO. CI M ) I0 ------- '� ---------- -- 6xaas.a 1 EDGE OF FLOOD ZONE "AE s92.75 _ - BASE FLOOD ELEVATION = 887 sss.7r i' "iV33Q�d7'llri"W i 883.55 ASH13 '/ 882.89 883.31 EWATER WILLOW18 883.39 COTTON12 883.04 COTTON16 883.58 COTTON14 wo �/ 2a ASH8 885.48 EWATER % / / COTTONI8 885.114 / COTTON20 i ) / J 882.90 2� / EWATER ^� zAP 2 / 882.93 / EWATER 884.07 'COTTON10 885.30 COTTON10 V 885.17 COTTON12 COTTO ` orroN,s J ) )N22 3 N,2 4-3 12 / 883.81 COTTON � a' I � , '. x885.3 BOXELDB �' Vvffv"V sa4.7 �:� BENCHMARK Qj� ' � ��' gs� II 886.7 M �V-� g` , I- I I H < - �j �� x 11293 TER MNDOT STATION: OTTER MNDT RESET /EWA ELEVATION: 888.77 (NAVD 88) 885.9 / / NORTH �2' PIN No. 29-31-22-11-0003 Owner: Ken and Diann Holvig Address: 6770 W Shadow Lake Dr / DRAWN BY: BAB JOB IN : 18804PP DATE: 11 /28/18 �<v�� Q J 804.2 �.1 CHECK BY: JER SCANNED ❑ GRAPHIC SCALE 796.2 � �: ' a83.ao1 /�82.93 1 7/2/19 CITY COMMENTS BAB 20 0 10 20 40 80 / =�'o ��� / oHw EWATER 2 8/1 /19 ADD BUILDABLE AND IMPERVIOUS AREAS BAB 3 8/6/19 REVISE IMPERVIOUS CALCS BAB ^N / 4 5/29/20 CITY COMMENTS BAB 1 INCH = 20 FEET / NO. DATE DESCRIPTION BY SHEET 2 PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN OF: POENLING ADDITION PROPERTY OWNER JEROME AND MONA POEHLING 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. NOTES: - Field survey was completed by E.G. Rud and Sons, Inc. on 11/7/2018 - Bearings shown are on Anoka County datum. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Parcel ID No: 29-31-22-11-0002. Parcel area = 35,074 sq. ft. to shoreline (34,023 above OHWL). - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.) and Flood Zone AE (base flood elevation 887) according to Flood Insurance Rate Map Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. - FLOODPLAIN FILL = 150± cu. yd. (below 887.0) - COMPENSATORY STORAGE = 172± cu. yd. (between 883.8-887.0) LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED _Q� DENOTES ANOKA COUNTY CAST IRON MONUMENT © DENOTES CABLE PEDESTAL X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES GUY WIRE oHw----c:D, DENOTES POWER POLE AND OVERHEAD WIRES 0 DENOTES WELL DENOTES RETAINING WALL ....... ••.:::.:::.::.••. DENOTES EXISTING CONTOURS -' DENOTES BITUMINOUS SURFACE I DENOTES CONCRETE SURFACE wET DENOTES DELINEATED WETLAND BY JACOBSON ENVIRONMENTAL, PLLC IN NOVEMBER 2018. -----BLDSB DENOTES MINIMUM BUILDING SETBACK DENOTES PROPOSED CONTOURS DENOTES SILT FENCE DENOTES BIO ROLL TO BE INSTALLED INSIDE SILT FENCE ADJACENT TO WETLAND TREE DETAIL DENOTES ELEVATION �..-'---------DENOTES TREE QUANTITY -°----------- DENOTES TREE SIZE IN INCHES ------DENOTES TREE TYPE ------- DENOTES TREE TO BE REMOVED I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA�EUD Date: 5/29/2020 License No. 41578 G� SURF P p0 /Qv 1-1/2" - S' J CLEAN WASHED ROCK ROCK CONSTRUCTION ENTRANCE N.T.S DIRECTION OFF EXTEND WIRE MESH INTO TRENCH SUPPORT POST ANCHORAGE IN -SITU SOIL SILT FENCE N.T.S. ZONINR- This property is currently zoned R-1 X (Single Family Executive) and is in a Shoreland Management Overlay District per City of Lino Lakes Planning Department. Lot standards are as follows: Minimum lot size = 20,000 sq. ft. Minimum lot width (interior) = 90 ft. Minimum lot depth = 135 ft. Principal Structure Setbacks: Front = 30 ft. Side = 10 ft. OHWL = 75 ft. Maximum impervious surface coverage = 30% AREAS_ Total existing parcel area = 35,074 sq. ft. Existing parcel area above OHWL = 34,023 sq. ft. Existing upland area = 32,012 sq. ft. Proposed Lot 1 Total area = 17,823 sq. ft. Area above OHWL = 17,586 sq. ft. Upland area = 17,300 sq. ft. Proposed Lot 2 Total area = 17,251 sq. ft. Area above OHWL = 16,437 sq. ft. Upland area = 14,712 sq. ft. 2" X 2" WOOD OR STEEL POST 7'-7" O.C. WIRE MESH REINFORCEMENT, STD. FIELD FENCE. MIN. 30" HIGH, MAX. MESH SPACING OF 6" AND MIN. 14-1/2" GAUGE WIRE IS OPTIONAL. GEOTEXTILE FILTER FABRIC - OVERLAP 6" AND FASTEN AT 2' INTERVALS. LAY FABRIC IN TRENCH. FABRIC ANCHORAGE TRENCH. I BACKFILL TRENCH WITH TAMPED NATURAL SOIL. I UJ z I �o �w m N Z � W IN 0 a_ 6.. SIN. NOTES: I 1) WIRE MESH IS NOT REQUIRED. / 2) CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF / ESTABLISHMENT. ZONED R-1X / 30 O / 4 V4" /4Z= o / r 9. ACK a90.48 / I .-RACK132E ^^I wry. i GCS 0 888;'.23 FNDIP-5332 .b F_ fl- Run SO Ulm NORTH � o � NS, GRAPHIC SCALE EST.,9n Professional Land Surveyors o 0 20 40 80 r WWW.egrud.c, , 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 1 INCH = 20 FEET / Tel. (651) 361-8200 Fax (651) 361-8701 I //'•. -885.3 I / • 886.7 / / PIN ^No. 29-31-22^11-OOC / 885.9 / / PIN No. 20-31-22-44-0008 Owner: James and Sheryl Stern Address: 6820 W Shadow Lake Dr ........... I ,\ L / L J 1 I 1 \ / 1 v 1 v \ / . / WITNESS CORNER N _-__NORTH LINE OF THE NE 1/4 OF SEC. 29, T.31, R.23 ZONED R-1x ............... I "" ...(FOUND ANOKA CO. CIM) I..... x 885.8 I 1 I 1 • x 885.1 I 1 EDGE OF FLOOD ZONE "AE' 1 BASE FLOOD ELEVATION = 887 i ass.T ' 1,•. 7VR U!?d 7In r, "W i 884.7 ' l7 � II g1 01 �, / 882.93 I �. //EWATER 883.80 1 ,( /882.93 OHW EWATER � Z/ /1 883.81 COTTON 26 o/ wo M � C 885.09 Z Iza ASH8 / a, ro.. 88288 �W 885.48 0x EWATER - qJ� � COTTONI8 �j 885.14 ° COTTON20 Y / J ^' Q .885.4 + / 882.90 2 / EWATERat n� z 886.04 •_COTTON22 S p co 884.00 WL2-'7.. •fro, 883'8 /88L93 EWATER 884.07 COTTON10 885.30 COTTONIO v 885.17 / COTTON12 COTTO ` OTTONI8885.40 J COTTO COTTON22 88568 COTTON12 COTTO COTTONI4-3 \ 884.07 COTTONI2 883.82 'J COTTON12 PONDING CALCULATIONS DESIGN BY PLOWE ENGINEERING, INC. PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 SITE PLANNING PHONE: (651) 361-8210 & ENGINEERING FAX: (651) 361-8701 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 /OAF\T\HE STATE OF MINNESOTA. • Vim' ��4 - ALI Q. ABUGH LEH DATE: 05.29.2020 LIC. NO. 56223 COTTON,S 2 / 883.55 ASH6 EROSION CONTROL / 882.91 EWATER �vM 884.11 REVEGETATION SPECS. .50 COTTON24 x ET / 1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCE / IN LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCE �883.55 ASH13 WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE. 88289 883.31 INSTALL TREE PROTECTION AS DEEMED NECESSARY EWATER WILLOWI8 BY THE CITY FORESTER PRIOR TO ANY GRADING. 883.39 COTTON12 2. ANY GRADING SHALL PROCEED ON AN AREA BY AREA -883.04 BASIS TO MINIMIZE UNCOMPLETED AREAS. COTTON16 �883.58 3. AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE COTTON14 NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN SEVEN DAYS AFTER ROUGH GRADING. 4. MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. BENCHMARK MNDOT STATION: OTTER MNDT RESET ELEVATION: 888.77 (NAVD 88) DRAWN BY: BAB JOB NO: 18804PP DATE: 11/28/18 CHECK BY: JER SCANNED ❑ 1 7/2/19 CITY COMMENTS BAB 2 5/29/20 CITY COMMENTS VIVID 3 NO. DATE DESCRIPTION BY SHEET 3 TREE INVENTORY/REMOVALS FOR: POENLING ADDITION PROPERTY OWNER JEROME AND MONA POEHLING 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. NOTE: Any required replacement plantings to be determined by city. Replacement to be incorperated with construction of new home on Lot 2. ----DENOTES TREE TO BE REMOVED NORTH GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA3QL E UD Date: 5/29/2020 License No. 41578 www.egrud.com v 9 9 v `a n%ff v 0 1 v%up 0 Is `, v u I« 0 0 v Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 �0 TREE NO. SPECIES CALIPER (IN.) TRUNKS REMOVE 1055 HACKBERRY 22 1058 OAK 10 3 1059 TREE 14 1060 ELM 10 1061 ELM 8 1062 BASSWOOD 22 1063 BASSWOOD 15 1077 BOXELDER 10 1078 BOXELDER 11 YES 1079 BOXELDER 13 YES 1080 BASSWOOD 20 4 YES 1081 BASSWOOD 6 YES 1082 BASSWOOD 8 2 1084 BOXELDER 12 1085 ASH 18 1086 BOXELDER 12 1087 BOXELDER 8 1088 MAPLE 18 1089 BASSWOOD 14 YES 1090 BASSWOOD 20 4 YES 1091 HACKBERRY 20 YES 1092 HACKBERRY 20 YES 1093 HACKBERRY 18 1094 HACKBERRY 26 1102 BASSWOOD 20 1103 BASSWOOD 17 1147 SPRUCE 5 1159 MAPLE 20 1166 ASH 14 1167 ASH 22 1168 BASSWOOD 10 1169 COTTONWOOD 40 1170 ASH 6 1174 COTTONWOOD 24 1175 COTTONWOOD 20 1176 ASH 9 1177 COTTONWOOD 16 1178 COTTONWOOD 18 1179 BOXELDER 6 1180 COTTONWOOD 18 1181 COTTONWOOD 24 1182 COTTONWOOD 24 1183 BOXELDER 8 1184 BOXELDER 6 1185 COTTONWOOD 8 1186 ASH 16 1187 ASH 8 1188 ASH 8 1189 ASH 8 1190 ASH 14 1191 COTTONWOOD 14 1192 COTTONWOOD 16 1193 COTTONWOOD 12 1194 WI LLO W 18 1195 ASH 13 1201 ELM 14 1248 COTTONWOOD 48 1253 COTTONWOOD 34 1254 COTTONWOOD 36 YES 1255 ELM 10 2 YES 1256 BASSWOOD 10 2 YES 1257 BOXELDER 8 1258 COTTONWOOD 15 1259 COTTONWOOD 12 1260 COTTONWOOD 10 1264 COTTONWOOD 12 1265 COTTONWOOD 18 1266 MAPLE 8 2 YES 1267 MAPLE 8 YES 1268 COTTONWOOD 12 1269 COTTONWOOD 14 3 1270 COTTONWOOD 12 1271 COTTONWOOD 22 1272 COTTONWOOD 18 1273 COTTONWOOD 12 1274 COTTONWOOD 10 1275 COTTONWOOD 10 1284 COTTONWOOD 22 1287 COTTONWOOD 20 1288 ASH 8 1289 COTTONWOOD 18 1301 MAPLE 16 1302 MAPLE 14 2 1304 ASH 16 1305 BOXELDER 6 1306 BOXELDER 12 1307 BOXELDER 9 1308 COTTONWOOD 14 1309 COTTONWOOD 14 1310 MAPLE 8 1311 COTTONWOOD 26 1312 COTTONWOOD 20 1313 ASH 14 1314 ASH 20 i i i i OI I I I I A / r- �� A r\ r\ I -I- I �� f\ I /_\ I I I I I\ I L_ / \ I \ L-/ / \ L/ L J I I 1 \/ 1 V N89047'05 "W 011 IN DRAWN BY: BAB JOB NO: 18804PP DATE: 7/2/19 CHECK BY: JER SCANNED ❑ 1 5/29/20 CITY COMMENTS BAB 2 3 NO. DATE DESCRIPTION BY SHEET 4 UTILITY AS -BUILT PLAN FOR: POENLING ADDITION PROPERTY OWNER JEROME AND MONA POEHLING 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. NOTES: - Field survey was completed by E.G. Rud and Sons, Inc. on 11/7/2018 - Bearings shown are on Anoka County datum. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Parcel ID No: 29-31-22-11-0002. Parcel area = 35,074 sq. ft. to shoreline (34,023 above OHWL). - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.) and Flood Zone AE (base flood elevation 887) according to Flood Insurance Rate Map Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. - FLOODPLAIN FILL = 150± cu. yd. (below 887.0) - COMPENSATORY STORAGE = 172± cu. yd. (between 883.8-887.0) LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED _Q� DENOTES ANOKA COUNTY CAST IRON MONUMENT © DENOTES CABLE PEDESTAL X 952.36 DENOTES EXISTING SPOT ELEVATION (�-- DENOTES GUY WIRE OHw----c:D, DENOTES POWER POLE AND OVERHEAD WIRES 0 DENOTES WELL DENOTES RETAINING WALL ................................. " ......: ••.:::.::::::.••. DENOTES EXISTING CONTOURS DENOTES BITUMINOUS SURFACE J DENOTES CONCRETE SURFACE WET DENOTES DELINEATED WETLAND BY JACOBSON ENVIRONMENTAL, PLLC IN NOVEMBER 2018. ----BLDSB DENOTES MINIMUM BUILDING SETBACK DENOTES PROPOSED CONTOURS S DENOTES SILT FENCE DENOTES BIO ROLL TO BE INSTALLED INSIDE SILT FENCE ADJACENT TO WETLAND DENOTES PROPOSED WATERMAIN FM DENOTES PROPOSED SANITARY FORCEMAIN TREE DETAIL. = = - DENOTES ELEVATION e';�---------DENOTES TREE QUANTITY ---DENOTES TREE SIZE IN INCHES DENOTES TREE TYPE ---------------- DENOTES TREE TO BE REMOVED I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA N E. UD Date: 5/29/2020 License No. 41578 EST.1911 Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 G� SURF P p0 /Qv 1-1/2" - S' J CLEAN WASHED ROCK ROCK CONSTRUCTION ENTRANCE N.T.S DIRECTION OFF EXTEND WIRE MESH INTO TRENCH SUPPORT POST ANCHORAGE IN -SITU SOIL SILT FENCE N.T.S. ZONING- This property is currently zoned R-1 X (Single Family Executive) and is in a Shoreland Management Overlay District per City of Lino Lakes Planning Department. Lot standards are as follows: Minimum lot size = 20,000 sq. ft. Minimum lot width (interior) = 90 ft. Minimum lot depth = 135 ft. Principal Structure Setbacks: Front = 30 ft. Side = 10 ft. OHWL = 75 ft. Maximum impervious surface coverage = 30% AREAS_ Total existing parcel area = 35,074 sq. ft. Existing parcel area above OHWL = 34,023 sq. ft. Existing upland area = 32,012 sq. ft. Proposed Lot 1 Total area = 17,823 sq. ft. Area above OHWL = 17,586 sq. ft. Upland area = 17,300 sq. ft. Proposed Lot 2 Total area = 17,251 sq. ft. Area above OHWL = 16,437 sq. ft. Upland area = 14,712 sq. ft. NORTH GRAPHIC SCALE 20 40 1 INCH = 20 FEET 2" X 2" WOOD OR STEEL POST 7'-7" O.C. WIRE MESH REINFORCEMENT, STD. FIELD FENCE. MIN. 30" HIGH, MAX. MESH SPACING OF 6" AND MIN. 14-1/2" GAUGE WIRE IS OPTIONAL. GEOTEXTILE FILTER FABRIC - OVERLAP 6" AND FASTEN AT 2' INTERVALS. LAY FABRIC IN TRENCH. FABRIC ANCHORAGE TRENCH. I BACKFILL TRENCH WITH TAMPED NATURAL SOIL. I UJ z I Z)o Z)w m N Z � W IN 0 a_ 6.. SIN. NOTES: I 1) WIRE MESH IS NOT REQUIRED. / 2) CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF / ESTABLISHMENT. / ZONED R-1X / 3 O ono / 4� V; Q) o �O� O �b / / 9. ICJ ACK Oe�� I a90.48 / .-RACK132E M / A bCS 4 rn� OV�4R �\ k FNDIP-5332 .b I / / / / //'•. x885.3 I / • 886.7 / / PIN ^No. 29-31-22^11-00C / / 885.9 / PIN No. 20-31-22-44-0008 Owner: James and Sheryl Stern Address: 6820 W Shadow Lake Dr ........... I ,\ L / L J 1 I 1 / 1 v 1 v / . / WITNESS CORNER N _-__NORTH LINE OF THE NE 1/4 OF SEC. 29, T.31, R.23 ZONED R-1x ............... I "" ... (FOUND ANOKA CO. CIM) I..... x 885.8 I 1 I 1 xa8s.1 I 1 EDGE OF FLOOD ZONE "AE" 1 BASE FLOOD ELEVATION = 887 i ass.T ' 1,•. 7VR U!?d 7In r, "W i 884.7 ' l7 � II g1 01 / 882.93 I �. //EWATER x. 883.80 /( /882.93 / OHW EWATER 883.81 COTTON26 r Ly af o/ wo M � C 885.09 za ASH8 / EWATER J Su, �Q 885.48 .%� qjCOTTON18 �j 885.14 ° COTTON20 Y / J ^' Q x 885.4 + / 882.90 2 / EWATERat n� z 886.04 •-COTTON22884.00 S p Q WL2_-7."mro, 883'8 /882.93 EWATER 884.07 COTTON10 885.30 COTTONIO v 885.17 / COTTON12 COTTO ` OTTONI8885.40 J o CTTO OTTON22 COTTON12 COTTO COTTONI4-3 \ 884.07 COTTONI2 883.82 'J COTTON12 PONDING CALCULATIONS DESIGN BY PLOWE ENGINEERING, INC. PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 SITE PLANNING PHONE: (651) 361-8210 & ENGINEERING FAX: (651) 361-8701 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 /OAF\THE STATE OF MINNESOTA. • Vim' ��4 - ALI Q. ABUGH LEH DATE: 05.29.2020 LIC. NO. 56223 COTTONIS 2 / 883.55 ASH6 EROSION CONTROL / -2. 91 EWATER �mM 884.11 REVEGETATION SPECS. .50 COTTON24 x ET / 1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCE / IN LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCE �883.55 ASH13 WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE. \883.31 INSTALL TREE PROTECTION AS DEEMED NECESSARY EEwAT R WILLOW18 BY THE CITY FORESTER PRIOR TO ANY GRADING. 883.39 COTTON12 2. ANY GRADING SHALL PROCEED ON AN AREA BY AREA -883.04 BASIS TO MINIMIZE UNCOMPLETED AREAS. COTTON16 �883.58 3. AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE COTTON14 NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN SEVEN DAYS AFTER ROUGH GRADING. 4. MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. BENCHMARK MNDOT STATION: OTTER MNDT RESET ELEVATION: 888.77 (NAVD 88) DRAWN BY: BAB JOB NO: 18804PP DATE: 11/28/18 CHECK BY: JER SCANNED ❑ 1 7/2/19 CITY COMMENTS BAB 2 5/29/20 CITY COMMENTS MMD 3 NO. DATE DESCRIPTION BY SHEET 5 CLOMR=F EXHIBIT -for- JEROME AND MONA POEHLING -of- 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. DESCRIPTION OF TRACT TO BE REMOVED FROM FLOOD ZONE AE: That part of Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota described as follows: Beginning at the southwest corner of said Lot 1; thence North 27 degrees 46 minutes 51 seconds East, along the westerly line of said Lot 1, a distance of 79.18 feet; thence continuing along said westerly line of Lot 1 a distance of 130.85 feet along a tangential curve, concave to the west, having a radius of 271.99 feet, a central angle of 27 degrees 33 minutes 54 seconds and a chord bearing of North 13 degrees 59 minutes 54 seconds East to the northwest corner of said Lot 1; thence South 89 degrees 47 minutes 05 seconds East, along the north line of said Lot 1, a distance of 47.64 feet; thence South 42 degrees 39 minutes 55 seconds East a distance of 19.66 feet; thence South 65 degrees 29 minutes 25 seconds East a distance of 11.16 feet; thence South 28 degrees 42 minutes 17 seconds East a distance of 19.14 feet; thence South 11 degrees 34 minutes 14 seconds West a distance of 36.09 feet; thence South 06 degrees 29 minutes 33 seconds West a distance of 27.91 feet; thence South 65 degrees 17 minutes 10 seconds West a distance of 12.25 feet; thence South 79 degrees 44 minutes 04 seconds West a distance of 21.80 feet; thence North 72 degrees 46 minutes 22 seconds West a distance of 30.18 feet; thence South 26 degrees 03 minutes 58 seconds West a distance of 24.16 feet; thence South 00 degrees 28 minutes 31 seconds East a distance of 8.65 feet; thence South 22 degrees 06 minutes 21 seconds East a distance of 5.58 feet; thence South 33 degrees 31 minutes 01 second East a distance of 6.51 feet; thence South 63 degrees 32 minutes 09 seconds East a distance of 12.51 feet; thence South 16 degrees 25 minutes 38 seconds East a distance of 7.14 feet; thence South 25 degrees 18 minutes 33 seconds West a distance of 32.78 feet; thence South 19 degrees 48 minutes 02 seconds East a distance of 8.35 feet; thence South 25 degrees 13 minutes 07 seconds West a distance of 26.60 feet; thence South 69 degrees 45 minutes 15 seconds West a distance of 7.33 feet; thence North 64 degrees 29 minutes 51 seconds West a distance of 32.65 feet; thence North 56 degrees 25 minutes 10 seconds West a distance of 9.02 feet; thence South 58 degrees 22 minutes 51 seconds West a distance of 7.60 feet to the southerly line of said Lot 1; thence North 64 degrees 41 minutes 01 seconds West, along said southerly line a distance of 13.50 feet to the point of beginning. DENOTES TRACT TO BE REMOVED FROM FLOOD ZONE AE (AREA = 13,442 SQ. FT.) NOTES: - Field survey was completed by E.G. Rud and Sons, Inc. on 11/7/2018 - Bearings shown are on Anoka County datum. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Parcel ID No: 29-31-22-11-0002. Parcel area = 35,074 sq. ft. to shoreline (34,023 above OHWL) - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.) and Flood Zone AE (base flood elevation 887) according to Flood Insurance Rate Map Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. - FLOODPLAIN FILL = 110± cu. yd. (below 887.0) - COMPENSATORY STORAGE = 110± cu. yd. (between 883.8-887.0) I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JASQL� _EUD Date: 5/29/2020 License No. 41578 www.egrud.com v 1 9 v `w 91%%ff v 0 1 v%ff 0 Is `, v u I« 0 0 v Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 20 0 I I I I / ZONED R-1X / 3 U JG�v�O / ono / / CE I C, J / F- / O �2 PIN No. 29-31-22-11-0003 / NORTH Owner: Ken and Diann / �<v�W Address: 6770 W Shadoww Lake Or Ov GRAPHIC SCALE _ l 10 20 40 80 } 1 INCH = 20 FEET PIN No. 20-31-22-44-0008 Owner: James and Sheryl Stern Address: 6820 W Shadow Lake Or n r � 7 � I I � � t\ I t\ \ 1 -I- I\ I\ I I \ - L / L / I I 1 \ / 1 N 1 N \ / . / WITNESS CORNER NORTH LINE OF THE P ......... ZONED R-1x •.........................•. ..........(•FOUND ANOKA CO. C I EDGE OF FLOOD ZONE "AE" BASE FLOOD ELEVATION = 887 ......83s.Tr"'II Mg9 47'05 "W / FND-CI'M 1 _ OHW HW / 882.89 EWATER '• 883.80 / •OHW / 882.90 EWATER 01 I I it I I it .•I i sego gs� �� g1 01 I �. /IEWATER 883.80.1 .///882.93 OHW EWATER 5 o- GO //882.90 2� I / EWATER t ^� 2 8� r I / I /885�2.93.36 ... EWATER 1 FNDIP-1/ 882.95 EWATER / 882.91 EWATER BENCHMARK MNDOT STATION: OTTER MNDT RESET ELEVATION: 888.77 (NAVD 88) DRAWN BY: BAB JOB NO: 18804PP DATE: 7/2/19 CHECK BY: JER SCANNED ❑ 1 5/29/20 REVISED DESCRIPTION BAB 2 3 NO. DATE DESCRIPTION BY SHEET 6 LANDSCAPE PLAN FOR: POENLING PROPERTY OWNER JEROME AND MONA POEHLING 6790 W. SHADOW LAKE DRIVE LINO LAKES, MN 55014 LEGEND DENOTES PROPOSED BUFFER AREA — (MIN. 20 FT. AVERAGE WIDTH FROM SHORELINE) WETLAND BUFFER NOTES 1. FOR AREAS TO BE GRADED/DISTURBED I WITHIN THE BUFFER AREA, SALVAGE MIN. I 6" OF TOPSOIL AND STOCKPILE AS SHOWN — PROVIDE SILT FENCE AROUND STOCKPILE I AREA. 2. GRADE AREA TO 6" BELOW FINAL GRADE. I 3. ONCE SITE GRADING IS COMPLETE, I REPLACE SALVAGED TOPSOIL WITHIN BUFFER TO MATCH FINAL GRADES AS / SHOWN ON APPROVED GRADING PLAN. 4. PROVIDE MNDOT SEED MIX 34-271 AT 12 LBS/ACRE. / 1 NORTH YI�I111A 20 0 10 20 40 1 INCH = 20 FEET I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. :. JA N E. UD Date: 5/29/2020 License No. 41578 / rktu E�T.,9n Professional Land Surveyors r www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 i DRAWN BY: BAB JOB NO: 18804PP DATE: 5/29/20 CHECK BY: JER SCANNED ❑ 1 2 3 4 NO. DATE DESCRIPTION BY SHEET 7 0 CV 0 CV aw N 2% cc O y cc CD ca W Z KNOW ALL PERSONS BY THESE PRESENTS: That Jerome J. Poehling and Mona J. Poehling, husband and wife, owners of the following described property. Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota. Have caused the same to be surveyed and platted as POEHLING ADDITION and do hereby dedicate to the public for public use the drainage and utility easements as shown by this plat. In witness whereof said Jerome J. Poehling and Mona J. Poehling, husband and wife, have hereunto set their hands this ______ day of --------------- 20---• Jerome J. Poehling STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this Poehling, husband and wife. Notary Public, My Commission Expires Mona J. Poehling day of __-------- 20 (Signature) (Print) County, Minnesota by Jerome J. Poehling and Mona J. I Jason E. Rud do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _____ day of Jason L. Kua, ucensea Lana surveyor Minnesota License No. 41578 STATE OF MINNESOTA COUNTY OF , 20—__ . This instrument was acknowledged before me this ______ day of ____________1 20___ by Jason E. Rud. Notary Public, My Commission Expires (Signature) (Print) County, Minnesota City Council, City of Lino Lakes, Minnesota This plat of POEHLING ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this _______ day of ____________1 20___, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By By Mayor Clerk County Surveyor I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of _____________- 20___ . Charles F. Gitzen Anoka County Surveyor County Auditor/Treasurer Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of . 20 Property Tax Administrator By Deputy County Recorder/Registrar of Titles County of Anoka, State of Minnesota I hereby certify that this plat of POEHLING ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record on this day of 20. at o'clock M. and was duly recorded as Document No. --------------- County Recorder/Registrar of Titles POEHLING ADDITION \ —I— F— F\ K A F\ F\ —1— IN 1 \ 1 V / \ L/ L/ I I 1 / 1 V WITNESS CORNER ON THE NORTH QUARTER CORNER NORTH LINE OF THE NE 1/4 _ OF SEC. 29, T.31, R.22 N89'47'05"W OF SEC. 29, T.31, R.22 --_ 2004.75 N89047'05 "W 134.95 r NORTH LINE OF THE NE 1 /4 - - -\� - - - - - - - OF SEC. 29, T.31, R.22 I \ \ NORTH LINE OF LOT 1, BLOCK 1, / --RESHANAU SHORES 60 I BENCHMARK: TOP OF CAST IRON MONUMENT ---- ELEVATION = 883.06 FEET (NAVD 88) y ' -7 1 J I I ' ' I I 1 N Co I O o / M / to� i 1 W 10 / CID/ �~ 4? / ,�' eoD CV P14� LP6- S6S . I o 34 S86 °42'32"E / o i � 27^74 46 / 08 ov � /00 0V°j.. �. Al,A ��� / i I 0 ( 60 � J / / / L CD � \ r�// °� Np � f . `r •-P � 1 3 � � LO / 'S gp , tk �. Ap DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5332 j I I Al 01 City of lino lakes Countv of Anoka Sec. 29, T31F B22 N89047'05 "W 31t - i Cb� 0,N 0. co // co V co ^\ X 10 cz Z = � O DENOTES ANOKA COUNTY CAST IRON MONUMENT 0 DENOTES 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 41578. • DENOTES FOUND 1 /2 INCH IRON PIPE AS LALELED DENOTES EDGE OF WETLAND PER JACOBSON ENVIRONMENTAL DELINEATION IN NOVEMBER 2018. FOR THE PURPOSES OF THIS PLAT THE NORTH LINE OF LOT 1, BLOCK 1, RESHANAU SHORES IS ASSUMED TO HAVE A BEARING OF NORTH 89 DEGREES 47 MINUTES 05 SECONDS WEST. NORTH By Deputy � I � I GRAPHIC SCALE 1 1 20 0 10 20 40 80 E1917 Professional Land Surveyors BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. ( SCALE IN FEET ) 1 inch = 20 feet