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HomeMy WebLinkAbout04/14/2021 P&Z Packet CITY OF LINO LAKES How to Join the Meeting PLANNING & ZONING Phone: Dial 1-312-626-6799 BOARD MEETING Meeting ID: 8718325 0405 Wednesday, April 14, 2021 Weblink: 6:30 p.m. https://us02web.zoom.us/j/87183250405 Meeting to be held electronically Pursuant to MN Statute 13D.021 AGENDA 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: March 10, 2021 5. OPEN MIKE 6. ACTION ITEMS A. PUBLIC HEARING: Butler Addition Rezoning and Preliminary Plat, Katie Larsen B. Otter Crossing Final Plat, Katie Larsen C. 23 Century Trail Variance for Second Driveway, Katie Larsen 7. DISCUSSION ITEMS A. Project Updates 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: oo Please address the meeting chair. oo State your name and address for the record. oo Please observe a 4-minute limit. oo The topic must relate to city business. oo Open Mike is for items not on the agenda. oo A spokesperson must represent a group of five or more—groups will have 8 minutes. oo The Presiding Officer may limit duplicative presentations. oo 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: oo 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. oo Staff will present their report on the proposal. oo Board members will then ask City Staff questions about the proposal. oo 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. oo After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. oo The Board will then discuss the proposal. No further public comments are allowed. oo 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: March 10, 2021 TIME STARTED: 6:33 P.M. TIME ENDED: 8:50 P.M. MEMBERS PRESENT: Paul Tralle (Chair),Neil Evenson, Michael Root, Perry Laden,Jeff Reinert,Nathan Vojtech, Isaac Wipperfurth STAFF PRESENT: Michael Grochala,Katie Larsen,Diane Hankee, Janele Waterman,Jessica Eller,Jay Squires 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 March 10, 2021. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA The agenda was approved as presented. IV. APPROVAL OF MINUTES: Mr. Reinert made a MOTION to approve the February 10, 2021 meeting minutes. Motion was supported by Mr. Evenson. Motion carried 6—0. Chair Tralle abstained. V. OPEN MIKE Chair Tralle declared Open Mike at 6:35 p.m. There was no one present for Open Mike. Mr. Evenson made a MOTION to close Open Mike at 6:35 p.m. Motion was supported by Mr. Laden. Motion carried 6—0. Chair Tralle abstained. DRAFT MINUTES Planning&Zoning Board March 10,2021 Page 2 VI. ACTION ITEMS There were no action items for the board to address. VII. DISCUSSION ITEMS A. Planning & Zoning Presentation by City Attorney Jay Squires Jay Squires, City Attorney, presented an overview of planning and zoning ordinances and practices. The presentation addressed the legal basis for regulating land use, land use regulation limitations, land use permits and controls, ordinance administration and processing applications, the record and insuring the creation of a good record, and the judicial review of zoning actions. B. Project Updates Staff provided verbal updates to the Board on current City projects. VIII. ADJOURNMENT Mr. Vojtech made a MOTION to adjourn the meeting at 8:50 p.m. Motion was supported by Mr. Laden. Motion carried 6—0. Chair Tralle abstained. Respectfully submitted, Janele Waterman, Administrative Assistant DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: April 14, 2021 REQUEST: PUBLIC HEARING for Butler Addition Rezoning and Preliminary Plat CASE NUMBER: RZ2021-001 PP2021-001 APPLICANT: Scott Butler 7870 Meadow View Trail Lino Lakes, MN 55014 OWNER: Same REVIEW DEADLINE: Complete Application Date: March 9, 2021 60-Day Review Deadline: May 8, 2021 120-Day Review Deadline: July 7, 2021 Environmental Board Meeting: March 31, 2021 Park Board Meeting: N/A Planning &Zoning Board Meeting: April 14, 2021 City Council Work Session: May 3, 2021 City Council Meeting: May 10, 2021 BACKGROUND The applicant, Scott Butler, submitted a land use application for rezoning and preliminary plat for Butler Addition. The applicant proposes to subdivide the existing parcel located at 7870 Meadow View Trail into two (2) single family lots for the purpose of constructing one (1)new single family home off of Lois Lane. The lot is 1.02 gross acres (44,400 sf). The Land Use Application is: oo Rezoning o From R, Rural to R-1, Single Family Residential 1 oo Preliminary Plat o 2lots This staff report is based on the following information: oo Certificate of Survey and Resource Inventory Map prepared by EG Rud & Sons, Inc. dated February 8, 2021 oo Landscape Plan prepared by Plowe Engineering dated March 8, 2021 oo Preliminary Plat prepared by EG Rud& Sons, Inc. dated February 8, 2021 oo Tree Inventory/Removals prepared by EG Rud& Sons, Inc. dated March 8, 2021 oo Civil Plan Set prepared by Plowe Engineering dated March 8, 2021 oo Report of Geotechnical Exploration for 7870 Meadow View Trail prepared by ITCO Allied Engineering Company dated February 26, 2021 oo Drainage Calculations prepared by Plowe Engineering, Inc. dated March 8, 2021 ANALYSIS Existing Site Conditions The residential lot contains an existing house, deck and detached garage that was built in 1983. The Certificate of Survey indicates Zimmerman Fine Sand and Soderville Fine Sand. Groundwater was encountered at approximately 10 feet. Zoning The parcel is currently zoned R, Rural and will be rezoned to R-1, Single Family Residential consistent with neighborhood parcels. The 2040 Comprehensive Plan is in effect and applicable to the development. Current Zoning in R, Rural Current Land Use Rural Residential Future Land Use per CP Low Density Sewered Residential Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R-1 Single Family Low Density Sewered Residential Residential South R Rural Residential Urban Reserve East R-1 Single Family Low Density Sewered Residential Residential 2 West R Rural Residential Low Density Sewered Residential Density and Land Area Calculations The following chart implements Met Council's formula for calculating net density. 7 Gross Area (acres) Wetlands &Water Bodies 0.00 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other(Utility Transmission Easement) 0.00 Other(Wetland Buffer Area) 0.00 Net Area (acres) 1.02 # of Units 2 Gross Density(units/acre) 1.9 et Density(units/acre)1.9 The parcel is guided low density residential development and allows for 1.6 to 3.0 units per net acre. The proposed net density of 1.96 units per acre is consistent with the Comprehensive Plan. Zoning Requirements The parcel is currently zoned R, Rural and will be rezoned to R-1, Single Family Residential. It is a corner lot(Meadow View Trail and Lois Lane) and is 1.02 gross acres (44,400sf). Lot 1 will contain the existing single family house. Lot 2 is being created for the purpose of constructing one (1) single family home. 3 R-1 Lot 1 Lot 2 AL Requirement (Existing House) (Proposed House) Min. Lot Size 10,800 sf 24,975 sf 19,425' sf Min. Lot Width --Corner Lot 100 ft 135.02 ft NA --Interior Lot 80 ft NA 105.00 ft Min. Lot Depth 135 ft 185.0 ft 185.0 ft Building Setback(ft) -From Streets3 30ft 39.6 ft(Meadow View) 40 ft 40ft 73.0 ft(Lois Lane) -Rear Yard --Principal 30 ft 37.7 ft 94.3 ft -Accessory 5 ft 61.3 ft Future -Side Yard --Principal loft 71.1 ft 25.3 ft& 33.4 ft --Accessory 5 ft 55.2 ft 28.5 ft Impervious Surface 40% 11.2% 16.6% 'The gross lot area is 19,425 sf. The net lot area is 13,435 sf after subtracting the oversized rear yard 5,990 sf easement. Lois Lane is the front lot line. 3Lois Lane is minor collector roads. The proposed lots meet zoning requirements. Lot Frontage and Front Lot Line It should be noted the current front lot line for the existing parcel is along Lois Lane. A R, Rural zoned parcel requires 330 ft of lot width, but the current parcel only has 240 ft of lot width along Lois Lane so by definition, Lois Lane is the front lot line. Per Zoning Ordinance Section 1007.001 Rules and Definitions: LOT FRONTAGE. The narrowest lot boundary abutting a public street that meets minimum lot width requirements. If none of the boundaries abutting a public street meet minimum lot width requirements, then the lot frontage is the widest boundary abutting a street. 4 LOT LINE, FRONT. The lot line separating a lot from the street right-of-way along the lot frontage. The rezoning to R-1, Single Family Residential and the subdivision of the existing lot into two (2) lots now creates 2 compliant, standard parcels in regards to lot width and lot size. The front lot line for the existing house on proposed Lot 1 still remains along Lois Lane even though the front of the house and driveway face Meadow View Trail. This is important to note because the existing detached garage is currently non-conforming because it is closer to the front lot line than the principal building. It will remain non- conforming after platting and subject to regulations on non-conformities. Building Requirements At the time of building permit, the single family house proposed on Lot 2 will be reviewed for compliance regarding floor area, garage and design and construction standards. Subdivision Ordinance The legal description of the parcel is Lot 14, Block 3, Mar Don Acres and was platted in 1978. Similar residential subdivisions of Mar Don Acres lots have been approved in previous years (Cavegn Estates-2006, Hailey Manor-2007, Isabell Estates-2014 and Golden Acre-2017). 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-1, Single Family Residential as discussed above. Blocks and Lots The preliminary plat contains Lot 1 and Lot 2, Block 1, Butler Addition. As noted above, Lot 1 contains the existing house and Lot 2 proposes a new single family home. Streets and Alleys Lot 1 is served by Meadow View Trail which is a local road. The existing road right-of- way is 60 ft. No addition road right-of-way is required. Lot 2 is served by Lois Lane which is a minor collector road. The existing road right-of- way width is 60 ft which is consistent with previously approved plats in the area. No additional road right-of-way is needed. Easements 5 Drainage and utility easements at least ten (10) feet wide are required and shown along all lot lines. An oversized drainage and utility easement exists on Lot 2 in the rear yard over the stormwater management facility. Storm Water Management and Erosion and Sediment Control Per the March 25, 2021 RCWD CAPROC, a stormwater infiltration basin is not required per RCWD rules. However, a stormwater BMP is still needed to meet City stormwater requirements because the site is over one (1) acre. The applicant is proposing to meet City stormwater requirements by constructing an infiltration basin in the south corner of Lot 2. The bottom of the infiltration basin is 906.5 and the HWL of the basin is 907.51, which both meet freeboard requirements in Table 6 of the City ordinance. Utilities Sanitary Sewer An 8" sanitary sewer main exists along Lois Lane. The existing house is connected to municipal sanitary sewer. The new house will also be connected to municipal sanitary sewer. Watermain An 8"watermain exists along Lois Lane. The existing house is currently on a private well. A 1"water lateral is stubbed to Lois Lane but is not connected to the house. The existing house shall connect to municipal watermain. The new house will also be connected to municipal watermain. Public Land Dedication The City will require cash in lieu of land dedication for the new lot. Lot 1 with the existing house will not be charged a park dedication fee. Park Dedication Fees Total#of Lots = 1 x 2021 Park Dedication Fee $3,160 = Total Due $3,160 Tree Preservation The Environmental Coordinator and Board reviewed the Tree Preservation and Landscaping Plan. Per the March 31, 2021 Environmental Board staff report, a tree 6 inventory/removal list was submitted. Trees removed are in the basic use area and will not require mitigation trees to be planted. Any trees to be preserved that are near construction activities should be protected with tree protection fence installed at a radius of one foot per inch DBH (diameter at breast height). In this case, trees that could potentially use protection fencing include the spruce on the north perimeter(not included in the survey because they are all less than 12 feet tall), and the row of pines on the east perimeter. Landscaping Canopy cover, foundation landscaping, open area landscaping and buffer and screens are not required for the two (2) lot residential subdivision. Boulevard Trees Residential lots require one boulevard tree per frontage. In this case, parcel 1 has existing trees in the right-of-way that will satisfy this requirement. An American basswood(Tilia americana) is proposed for the boulevard tree that will be required for parcel 2. Sod and Ground Cover All disturbed areas shall have appropriate ground cover in accordance with Section 1007.043(17)(h). Environmental Assessment Worksheet (EAW) An Environmental Assessment Worksheet is not mandated. The two (2)unattached residential units are under the 250 unattached unit threshold required for a mandatory EAW. Wetlands There are no wetlands on site. Floodplain There is no floodplain on site. Shoreland Management Overlay The parcel is not located within a Shoreland Management Overly district. Impervious Surface Coverage 7 Per the preliminary plat, the overall total site impervious surface coverage is as follows: 17INTpervious Surface Coverage Total Parcel Size 44,400 sf Existing Impervious 2,797 sf(6.3%) Proposed Impervious Lot 1 +Lot 2 6,031 sf(14%) Comprehensive Plan Butler 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 Goals of the Resource Management System Plan include: oo Natural Resources and Amenities o Goal#1: Identify,protect and preserve the desirable natural areas and ecological and aquatic resources of the community. oo 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. Butler Addition protects the natural resource by implementing erosion control and storm water best management practices. 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. Butler Addition is compliant with the zoning and subdivision ordinances. It is also compatible with adjacent residential land uses. 8 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. Butler Addition meets the goals of the housing plan. The development is compatible with the existing and adjacent residential homes. Transportation Plan Goal 1: Plan for and achieve required street improvements and connectivity throughout the City of Lino Lakes. Lois Lane is a minor collector road 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. An 8" sanitary sewer main exists along Lois Lane. The existing house is connected to municipal sanitary sewer. The new house will also be connected to municipal sanitary sewer. The system has capacity for one (1) additional single family home. Water Supply Plan A goal of the water supply plan is to provide residents affordable potable water that is safe and of high quality for daily consumption and fire demand. An 8"watermain exists along Lois Lane. The existing house is on a private well and shall connect to municipal watermain. The new house will also be connected to municipal watermain. Planning Districts The site is located in Planning District 2 and is guided for low density residential development. There are no specific planning recommendations for this site. Environmental Board Comments The Environmental Board reviewed the proposed preliminary plat on March 31, 2021. They recommended approval of the project with conditions listed in the attached April 6, 2021 Memo from the Environmental Coordinator. 9 Public Safety Department The Police Division and Fire Division reviewed the plans and have no additional comments or concerns. Final Plat A land use application for final plat and Development Agreement shall be required. FINDINGS OF FACT Rezoning The property is currently zoned R, Rural and shall be rezoned to R-1, Single Family Residential. Per Section 1007.015 (5), the Planning and Zoning Board shall consider possible adverse effects of the proposed rezoning and its judgement shall be based upon, but not limited to, the following factors: (a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. The proposed Butler Addition residential subdivision is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. The development is consistent with residential land use and density requirements. Safe transportation corridors and public utilities also serve the development. (b) The proposed use is or will be compatible with present and future land uses of the area. The proposed Butler Addition development is compatible with the present and future land uses of the area. Existing and future land use to the north, south, east and west is residential. (c) The proposed use conforms with all performance standards contained herein. The proposed Butler Addition development conforms with zoning ordinance performance standards for R-1, Single Family Residential districts. (d) The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. The proposed Butler Addition development can be accommodated with existing public services and will not overburden the City s service capacity. The site is served by 8" 10 municipal watermain and 8"sanitary sewer. The public water and sanitary system have capacity for two (2) single family lots. Preliminary Plat Per Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision maybe deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility(sewer and water)plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. Butler Addition is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities as detailed in this staff report. The development is also consistent with the local water management plan, capital improvement plans and growth management policies. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area(MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Butler Addition is consistent with infill policies. The development is within the current Utility Staging Area IA=2018-2025. The cost, operation and maintenance of the utility 11 system is consistent with the normal costs projected by the water and sanitary system plans. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 2. If the existing LOS outside of the proposed subdivision is C,traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 4. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better; 5. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies; 6. The traffic generated from a proposed subdivision shall not require city street improvements that are inconsistent with the Lino Lakes capital improvement plan. However, the city may, at its discretion, consider developer-financed improvements to correct any street deficiencies; 7. The LOS requirements in divisions (2)(c)l. to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange; and 8. The city does not relinquish any rights of local determination. Butler Addition meets the requirements for level of service (LOS). Lois Lane is a minor collector road and has capacity to accommodate one (1) new single family home. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 12 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Butler Addition will have an adequate water supply. An 8"municipal watermain exists along Lois Lane. The existing house is on a private well and shall connect to municipal watermain. The new house shall also connect to municipal watermain. The water supply system has capacity to handle two (2)single family homes. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Butler Addition will be served with an adequate waste disposal system. An 8"sanitary sewer main exists along Lois Lane. The existing house is connected to municipal sanitary sewer. The new house shall also connect to municipal sanitary sewer. The system has capacity for one (1) additional single family home. RECOMMENDATION Staff recommends approval of the rezoning and preliminary plat for Butler Addition with the following conditions: 1. The existing house on proposed Lot 1, Block 1, Butler Addition shall connect to municipal watermain. 2. The new house on proposed Lot 2, Block 1, Butler Addition shall connect to municipal watermain and municipal sanitary sewer main. The following items shall be addressed in conjunction with the final plat submittal: 1. City Planner Comments dated March 19, 2021 shall be addressed. 2. City Engineer Letter dated April 7, 2021 shall be addressed. 3. Environmental Coordinator Letter dated April 6, 2021 shall be addressed. 4. All Plan Sheets a. Meadow View Trail shall be spelled correctly. 13 5. Preliminary Plat: a. The building setback line on Lot 1 shall be revised to: i. Front Lot Line (Lois Lane) =40 ft ii. Rear Lot Line (south lot line) =30 ft iii. Side Lot Line (west lot line) =30 ft iv. Side Lot Line (east lot line) = 10 ft ATTACHMENTS 1. Site Location &Aerial Map 2. Zoning Map 3. City Planner Comments dated March 19, 2021 4. City Engineer Letter dated April 7, 2021 5. Environmental Coordinator Letter dated April 6, 2021 6. Certificate of Survey, Preliminary Plat and Civil Plan Set, Sheets 1-5 prepared by EG Rud& Sons, Inc. dated February 8, 2021 14 - 55 R ` 529 53. - LOIN 7870 '� - � ' S64 7869 7869 J - W_ Q � W 548: 554 7860 78_5c 7859 I`l - N Site Location & Aerial Map W E o 50 100 Zoo . _ Feet LN[�L�f<� S 7870 Meadow View Trail s z m' w R- R-1 D DR, - y% FTT R Z 'Scgyoc/R VICKY LN R w �Jc, "'�"`� n a _ �o N`Gy�PNDCM L -1 R V HIGHLAND TRL O� 2 MYRTLE LN Lu Q Apin, LN o Legend = Zoning Districts R1 R-1 Zoning Description LOIS R LN I Rural R Rural Executive Single Family Residential Z Single Family Executive J J 2 �Y Two Family Residential _ _j Medium Density Residential LU Z j R - High Density Residential ~ R O JZ - Manufactured Home Park O CARL ST SHERWOOD LN Z Q Ga Limited Business g W - General Business t77 GREENWOOD LN Z BARB ARA - Neighborhood Business J - General Industrial R-1 - Light Industrial 3AIRIE VIEW PC - Rural/Business Reserve R Public Semi-Public LI R L LA - PUD Zoning Map N '_ 0 300 600 1,200 C I.T 1 ti'• 0 f W E Feet �Ivl<F 7870 Meadow View Trail S• A C I T Y It__ 10 F II NCil ICE City Planner Comments-Butler Addition Preliminary Plat 3-19-2021 Planner Callout(9) Subject: Planner Callout add measurement Page Label: 2 a ' Author: Katie Larsen �398'2>'24"S Date: 3/12/2021 3:21:40 PM -� - -- File Name: L14, B3, MAR DON ACRES-(PLAN SET II� °m g 03-08-21)-(3 SHEETS).pdf /I a - ----------------------------------------------------------------------------------------------- Subject: Planner Callout Pa a Label: 2 why are trees removed t ,-� g . : j ° Author: Katie Larsen - Date: 3/12/2021 3:24:37 PM j r ! File Name: L14, B3, MAR DON ACRES-(PLAN SET a �I1 03-08-21)-(3 SHEETS).pdf a.� ----------------------------------------------------------------------------------------------- Subject: Planner Callout Who was this prepared by? Page Label: 1 Author: Katie Larsen Date: 3/18/2021 1:35:46 PM File Name: Butler Addition-Landscape Plan (3-8-21).pdf ----------------------------------------------------------------------------------------------- R Subject: Planner Callout k }_ Page Label: 2 add (minor collector-Lois Author: Katie Larsen Lane) Date: 3/19/2021 1:47:35 PM =. u File Name: L14, B3, MAR DON ACRES-(PLAN SET 03-08-21)-(3 SHEETS).pdf ^wry., =YG 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 A CITIr` •,. _ 10F IIING��j,jl _ SES ------------ ----------------------------------------------------------------------------------- i r Subject: Planner Callout Page Label: 2 add (local street-Meadow Author: Katie Larsen View Trail) Date: 3/19/2021 1:47:42 PM = File Name: L14, B3, MAR DON ACRES-(PLAN SET s 03-08-21)-(3 SHEETS).pdf IMMIX IH�AHI _ ..A...ry .__ ................................................................................................ -v mm Subject: Planner Callout Page Label: 2 delete"double frontage"line --= = Author: Katie Larsen Date: 3/19/2021 1:47:48 PM File Name: L14, B3, MAR DON ACRES-(PLAN SET 03-08-21)-(3 SHEETS).pdf Subject: Planner Callout CERTIFICATE OF SURVEY WITN Page Label: 1 Make 2 words Meadow RESOURCE INVENTORY MAP Author: Katie Larsen View on all plann sheets - ior-SCOTTBUTLER Date: 3/19/2021 1:52:15 PM -oi-7870 MEAD VIEW TRAIL LINO LAKES, File Name: L14, B3, MAR DON ACRES-(PLAN SET 03-08-21)-(3 SHEETS).pdf PROPERTY DESCRIPTION NOTES -----------------------------------------------------------------------------------------------• Subject: Planner Callout - , Page Label: 2 Building Setback lines shall = == —`--- _` Author: Katie Larsen be corrected-Lois Ln is front - — Date: 3/19/2021 1:53:31 PM lot line File Name: L14, B3, MAR DON ACRES-(PLAN SET -� - 03-08-21)-(3 SHEETS).pdf 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 A C I T r` •,. - C7 F IIING��j,jl - !�E ----------------------------------------------------------------------------------------------- Subject: Planner Callout - _--- -= Page Label: 2 add measurements _E� r Author: Katie Larsen r = Date: 3/19/2021 8:21:11 AM - v File Name: 1-14, B3, MAR DON ACRES-(PLAN SET 03-08-21)-(3 SHEETS).pdf "a.Y Planner Cloud (2) 7- , Subject: Planner Cloud Page Label: 1 Change House to Garage Author: Katie Larsen on all plan sheets Date: 3/12/2021 2:49:37 PM File Name: L14, B3, MAR DON ACRES-(PLAN SET 03-08-21)-(3 SHEETS).pdf 7" i f ----------------------------------------------------------------------------------------------- Subject: Planner Cloud Page Label: 3 why are these trees being "'----- -----1--_--`---- `---- !" Author: Katie Larsen removed? _ Date: 3/19/2021 1:58:23 PM m -. File Name: 1-14, B3, MAR DON ACRES-(PLAN SET - = 03-08-21)-(3 SHEETS).pdf 9 = j i i 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 ws Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, EIT, WSB Diane Hankee, City Engineer, City of Lino Lakes Date: April 7, 2021 Re: Butler Addition Preliminary and Final Plat Review WSB has reviewed the Preliminary Plat and Utility Plans for the Butler Addition development in Lino Lakes, MN, prepared by E.G. Rud & Sons, Inc. and Plowe Engineering, Inc. received on March 8, 2021. These comments are based on review of the following plan sets and documents: o 00 Butler Addition Preliminary Plat prepared by E.G. Rud &Sons, Inc., dated March 8, 2021, received March 8, 2021 z 00 Butler Addition Civil Plans prepared by Plowe Engineering, Inc. dated December 23, m 2020, received March 8, 2021 Engineering 0 ,It 0 General 00 The Butler Addition Preliminary Plat proposes to subdivide the existing parcel at 7870 Meadow View Trail into 2 single family lots for the purpose of construction of a new single 0 family home. The parcel is located at the intersection Lois Lane and Meadow View Trail. The existing lot is 1.01 acres and contains a single family home with access from Meadow View Trail. z Lot 1 is proposed to be 24,975 square feet and include the existing home. Lot 2 is proposed be 19,425 square feet and include the building pad for a future home. The future house will a have access from Lois Lane and connect into existing municipal sanitary sewer and water z main through service stubs that were installed a past construction project. a Comments: 1. The Final Construction plans shall include a note that references the current version of W the City Standard Specifications for Construction. Grading & Stormwater Management W The Butler Addition includes site grading for the proposed house pad on Lot 2, an infiltration basin on Lot 2, and minimal site grading. The proposed Lot 2 house pad is set = at a low floor elevation of 907.65 and is approximately 2,095 square feet in area. The proposed garage floor elevation is 912.95 and the driveway has a 7.38% grade and drains W towards Lois Lane. CO Ms.Katie Larsen 4/72021 Page 2 The applicant is proposing approximately 3,234 square feet of new impervious surface for a proposed driveway and house pad on Lot 2. This is below the 40% maximum impervious surface cover as stated in the City of Lino Lakes Zoning code for R-1, Single Family Residential. The Rice Creek Watershed District stated in the CAPROC for the site that a stormwater BMP is not needed. However, a stormwater BMP is still needed to meet City stormwater requirements because the site is over one (1)acre. The applicant is proposing to meet City stormwater requirements by constructing an infiltration basin in the south corner of Lot 2. The bottom of the infiltration basin is 906.5 and the HWL of the basin is 907.51, which both meet freeboard requirements in Table 6 of the City ordinance. Comments 1. An erosion control plan will be required with the building permit 2. Applicant to show contours extending 100 feet beyond the property lines, per City ordinance. 3. Confirm the Low Entry Elevation and Low Floor Elevation of the existing house. The HWL of the proposed basin must be 2-ft lower than the low entry elevation of all surrounding properties, and the Low Floor Elevation must be equal to or higher than the bottom elevation of the infiltration basin. Low Floor Elevation shall include any basements or crawl spaces. According to city records, the low floor elevation 548 Lois Lane is 908. Please note these elevations in the drainage report. • Water Supply There is existing 8-inch diameter ductile iron pipe (DIP)water main along Lois Lane north of the site. There are three water service stubs extended to the property from Lois Lane— one to the existing house and two to eastern portion of the existing parcel. Both the existing home and proposed home will be required to connect to the City's water system. The applicant is proposing to connect the existing home to the westernmost water service stub and the proposed house to the easternmost water service stub. It is recommended that the additional water service stub is removed in the future when Lois Lane is reconstructed. • Sanitary Sewer There is existing 8-inch diameter poly-vinyl chloride (PVC) sanitary sewer along Lois Lane north of the site. The existing house is connected to the sanitary sewer on Lois Lane. There are two additional sanitary service stubs extended to the property from Lois Lane. The proposed home will be required to connect to the City's sanitary sewer system. The applicant is proposing to connect to the easternmost sanitary service stub along Lois Lane. It is recommended that the additional sanitary service stub is removed in the future when Lois Lane is reconstructed. • Transportation The site is located at the intersection of Meadow View Trail and Lois Lane. Both Meadow View Trail and Lois Lane have 60-ft wide right-of-ways. Meadow View Trail and Lois Lane are local city streets and have capacity to handle the additional traffic from the new lot. Butler Addition Engineering Review Ms.Katie Larsen 4/72021 Page 3 The applicant is proposing to access Lot 2 from Lois Lane. The proposed driveway is approximately 230 feet from the center of the Meadow View Trail and Lois Lane intersection. • Wetlands and Mitigation Plan There are no existing wetlands on Butler Addition. • Landscaping Staff does not have any comments on this time. • Floodplain There are no existing floodplains on Butler Addition. • Drainage and Utility Easements The existing parcel currently has 10-ft wide easements along Meadow View Trail on the west side of the property and along Lois Lane on the north side of the property. The existing parcel has 5-ft wide easements along adjacent properties to the south and to the east. As shown on the preliminary plat, the applicant is proposing to maintain the 10-ft wide easements along Meadow View Trail on the west side of the property for Lot 1 and along Lois Lane on the north side of the property for both Lots 1 and 2. The easements along the shared property line between Lots 1 and 2 are 10-ft wide. The easement along the southern property line of Lot 1 is 10-ft wide and the easement along the east property line of Lot 2 is 5-ft wide. The southern portion of Lot 2 has a large drainage and utility easement proposed that encompasses the proposed infiltration basin. Per City Code, the City requires 10-ft wide drainage and utility easements along lot lines and allows these easements to be centered on common rear and side lot lines. The proposed preliminary plat meets these requirements. 00 Development Agreement A Development Agreement will be required with the final plat. 00 Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The infiltration basin will be privately maintained and a Stormwater Maintenance Declaration will be required at the time of the final plat. • Permits Required Butler Addition Engineering Review Ms.Katie Larsen 4/72021 Page 4 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Grading If you or the applicant has any questions regarding these comments, please contact Diane Hankee at(651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Butler Addition Engineering Review C I Environmental Memo I!� S To: Katie Larsen From: Andy Nelson Date: April 6t", 2021 Re: Environmental Board Comments/ March 31st 2021/ Butler Addition Environmental provided the following comments about the Butler Addition at 7870 Meadow View Trail at the March 31st, 2021 Environmental Board Meeting: 1. Install tree protection fence at 1 foot radius per inch DBH (diameter at breast height) around any trees near the construction zone that are to be preserved. This will pertain to the tree line on the east perimeter of parcel 2. See City Tree Protection Fence Detail. 2. In addition to the tree protection fence, use staked biologs instead of silt fence for erosion control on the east perimeter of lot 2 near the pine tree line. This will result in less damage to the tree roots than silt fence. Adhere to the same distance requirements mentioned in the Tree Protection Fence Detail. • Page 1 TREE PROTECTION FENCE 20'-0" FOR 20"DIA.TREE m STAKE >< > > 00 10' MAX. STAKE Notes: 1. Tree protection fence shall be installed prior to any other construction activity taking place on site and shall not be removed until construction is complete. 2. Fence shall be placed a minimum of 1 foot per caliper inch DBH (diameter at breast height, measured at 4.5'above grade)away from trunk of tree to be saved. 3. Groups of trees may share a tree protection fence, provided the distances in note#1 can be maintained,and as approved by the City Forester. 4. Fence shall be 48"orange safety fence,anchored with 6' metal t-posts or 2" by 2"wooden stakes placed a maximum of 10'apart. Substitutions in materials must be approved by City Forester. 5. No grading,storage, parking,or any other vehicular traffic or construction activity shall occur within protection fence, including during fence installation and removal. 6. If there are incursions into the tree protection zone,the trees may be deemed damaged by the City Forester. These trees may have to be mitigated for through the planting of additional trees. DECEMBER 2020 C I T Y O F TREE PROTECTION FENCE DETAIL GEN-29 LN.OLAKES EXISTING HOUSE EXISTING X EXISTING HOUSE HOUSE CERTIFICATE OF SURVEY WITH E NVENTORY MAP RESOURC I PIN No.08-31-22-24-0002 PIN No.08-31-22-24-0048 PIN No.08-31-22-24-0050 PIN No.08-31-22-24-0049 PIN No.08-31-22-24-0005 Owner: FORTUNA RICHARD&LOUISE Owner: LANGE,RYAN Owner:ANDERSON,TIMOTHY Owner:ANDERSON,TIMOTHY Owner:WALDOCH JR DANIEL V --for-- SCOTT BUTLER Address: 523 LOIS LN Address: 535 LOIS LN Address: 541 LOIS LN Address: 547 LOIS LN Address: 559 LOIS LN --of-- 7870 M EADOWVI EW TRAIL 1 908.56 LINO LAKES, MN NEIGHBORHOOD CONTEXT V V oy 100' q q LOIS LANE _ _ -SINGLE FAMILY SINGLE FAMILY_ MHSAS �p PROPERTY DESCRIPTION RURAL RURAL RESIDENTIAL RESIDENTIAL RURAL > > > > > > > > > > > > > > 903.79 � INV Lot 14, Block 3, MAR DON ACRES, Anoka County, Minnesota. `c P cc; 1 O O pb Ob g°j 910.5 n q q° _ --� 6 9081 S89*2724"E n b rn 240.00 °b,q rn` ❑E ©908.5 x 909.0 LOIS LAN ; 9ETIP° 907.8 SETIP41578 0 ; >908.2 908.29 908.7 .-H ; xg08.4 � FNDIP17765 1 907.5 90 - 907.9 ; 907.8 _ ,--I (� °j� r-- - - - - - - - - �PINll - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - - - - - - - - - - FI I I + _ 07.8 - NOTES 9AP3 1 907.7 AP3- 6"-8" MAP36 �i 908.1 .9077 4 gp2 9 10 SPR14 i PIN13 _ I I _ Field survey was completed by E.G. Rud and Sons Inc. on 01/6/2021. J I �ry�ti 1 0MAP3 5 ' SITE �' PQ I MAP3-2-� Q I *907.8 Q � I x910.3 - Bearings shown are on Anoka County datum. RURAL I 9078 I Q Parcel ID Number: 08-31-22-24-0021. �PIN6 907.5 _ MP4 x9069 �MAP2-10-12 9 P12 x907.1 PIN67 _ _ 60 .`MA 12 w 906. $. x 9073 ___ ___ �o Curb shots are taken at the top and back of curb. W I }- I � I 907.3 907.5 M 907.7 s" ,906.9 j 90�A n MAP16 `x POP9 I - This survey was prepared with the benefit of title work. x907.4 9°>. Issued By: Stewart Title Guaranty Company O 1 9077 "s POP9Z Issuin Agent: Land Title, Inc. I ! MAP2-11-15 *907.6 � I EXISTING g g I I 908.1 x907.6 9069 HOUSE Title Commitment Number: 623615 I _ �POP12 Commitment Date: 10/07/2020 at 7:00 a.m. Q I 1 W I - �08.6 0 I SQ-1 907.0 MAPza 9078 b 910 909. 3 MAP44 q RURAL RURAL SINGLE FAMILY SINGLE FAMILY Q BOX24 907.6 907� I RESIDENTIAL RESIDENTIAL I I1 909.0 Nq 2$3 908.8 �POP2-9 / I � I �Oq'1 x 908.2 / 909.3 907.3 w� EXISTING M FFE-GAR M n POP8 w DRIVEWAY N/ GARAGE I '� a OO FLOOR=909.3 N / O w w �� �O9 / 907.3 I pppppp pp ' x908.0 907.1 F90 .2 2$.3 - 90 V 1 6 910.6 LEGEND o ______a_____ 41 �_______ ______ 9091 POP2_8_9 /�.� M \ 909.3 909.3 I w w-J 0 • DENOTES IRON MONUMENT FOUND AS LABELED 9o9.z' Q 909.6 909.5 909.4 ---_909,2 909.1 I �+ x910.3 O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 W9084 zs.8FM FG -ELM4-2-6`7"-101. gp9.2 rn� / / 9� �O°j o N 909.1 ® DENOTES AIR CONDITIONING UNIT ELM2-7- ° I DECK / 1 907.6 I I909.4 .p 909.2 rT rr T1 n ❑E DENOTES ELECTRICAL METER -------1------ 39.6 -------- - µui io x9078 9078 x9°'.$ 908.7 907.1 © DENOTES GAS METER - MAP3-10-11-12 / x ❑T DENOTES TELEPHONE PEDESTAL 909.5 o N' N b _ o, 'T ' ZmB ,908.4 V/ /� I .. © DENOTES CABLE PEDESTAL O1 N 908.8 DENOTES HYDRANT Os I I I MAP3-9" 9081 EXISTING A7C9o9.4 DENOTES SANITARY SEWER MANHOLE SOIL TYPE LEGEND 906.9 9°7.1 8IR15 Zm6 HOUSE L_ /� I 908.0 909.2 DENOTES SIGN o o ASH1 SoA: SODERVILLE FINE SAND (0 /o - 3 /o SLOPES) - (0.8 ACRES) �9os.s M 23'8 9097 ASH10 DRAINAGE AND 907.6 I q. m � 908.1 10-12 tN x 907.0 X 952.36 DENOTES EXISTING SPOT ELEVATION I ELM7 q° q gp �" UTILITY EASEMENT DENOTES SOIL TYPE BOUNDARY ZmB: ZIMMERMAN FINE SAND (1% - 6% SLOPES) - (0.2 ACRES) BIT 907.7 ' 906.9 907.1 s/--- y PIN No.08-31-22-24- 0043 CURB - EL12-8 0 I Ix 9071 Owner: DENKMANN,RYAN T DENOTES EXISTING SANITARY SEWER 90Ms-s-9-lz" x908.7 \ I x9084 goPQb Address: 548 LOIS LN DENOTES EXISTING WATER MAIN I I ,� � ...... .. DENOTES EXISTING CONTOURS AREA 10 rl i TOTAL GROSS AREA = 44,400 S.F. (1.02 ACRES) 100% 907.6 DENOTES TREE LINE I MAP10 I \\ ;r i _ _ I I DENOTES BITUMINOUS SURFACE � - - �o - - � ❑T,0 907.23 � x 907.6 i 907.3 x 907.3 - - - - - - - - - - - - - SETI ��- 907.23 P41578 DENOTES CONCRETE SURFACE g067 906.9 � _ gASH10 L" SETIP41578 PIN No. 17-119-22-14-0008 ZONING q0�3 240.00 x 907.4 Owner:City ofX DENOTES ADJACENT PARCEL OWNER INFORMATION I N89*272411W x 907.4 x 907.0 Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) THIS PROPERTY IS CURRENTLY ZONED R(RURAL). I x 907.8 x 907.7 60 x 901.s x 907.1 PIN No.08-31-22-24-0020 TREE DETAIL. MUSA x9°7.7 Addressg7860 MEADOW VIEW&TRLENE M PROPERTY IS IN THE MUSA DISTRICT. DENOTES ELEVATION x907.7 I x 907.3 907.2 x 9ho��o_ti__-______ DENOTES TREE QUANTITY 906.8 I oP --- 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 NORTH duly Registered Land Surveyor under the laws of the State of Minnesota. iunGo BUD I DNS 190111111 GRAPHIC SCALE Mq 20 0 10 20 40 EST.1977 Professional Land Surveyors ASON E. D DRAWN BY: BCD JOB NO: 210013PP DATE: 02/08/2021 6776 Lake Drive N E Suite 110 02/Os/2021 CHECK BY: JER FIELD CREW: BH/CB Date: License No. 41578 1 INCH = 20 FEET www.egrud.com 1 Lino Lakes, MN 55014 2 Tel. (651) 361-8200 Fax (651) 361-8701 3 NO. DATE DESCRIPTION BY S:\RUD\CAD\21PROJ\210013PP\210013PP.DWG S1 I EXISTING PRELIMINARY PLAT O F■ ;77 I EXISTING EXISTING r/// //rLJHOUSE / HOUSE � I .............. ................................ I I a PROPERTY OWNER/DEVELOPER SITE ADDRESS C I SCOTT BUTLER 7870 MEADOW VIEW TRAIL 7870 MEADOW VIEW TRAIL LINO LAKES MN 55014 908.56909.44 -� FNDIP p9. �FNDIP FNDIP17765 909.02 SETIP19241 LINO LAKES, MN 55014 V V 01 q alp 11, q rn 4 � rn U v L OIS LANE O BUTLER ADDITION MHSA ID ...... > > > > > 903.79 > > > ........> > > > > > INV I I I I I I � � � � � � I � I � � I � � I � I �� I � I • � I � � � � �PROPERTY DESCRIPTION 1 M ^ b Lot 14, Block 3, MAR DON ACRES, Anoka County, Minnesota. 90, 9io.5 q� - ��^ qo� - o _ '•, y 6 908.1 n n rn .....90�........... R1, S89*2724"E - 240.00 ^ e moo' q_ ©©908.5 •"cd 909.0 908.P0 435.00........................ 908.z 908.4 05.00 6 907.8'� / SETI P41578 O i .. O 908 29 ........ O 908.7 907.5 g -�907.9 i..• 69 .-I O 77 O� [ xF DIP1 5 I , - 2065 - - - - - - - ---'-4 -2 - - - -4 - - - - - - -^ t o ...............10 . - - - - - - - - - - - - - - - - - - _ _ 10 ; 7 W �.... Q } x 90 g0�s x yo I .8......... w a 15'. Q u,.. ........' DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I 908 I 20 z v� I I o I x91o.3 7o Q = tw uo I cr � r............. .... I a 0 NOTES Q I �66 - Field survey was completed by E.G. Rud and Sons, Inc. on 01/6/2021. 5 5 ; 20� X_ yl� I I x906.9 907.1 �71 ? w 60 850�8- -850�8-- --850�8--- Ir W 44 w I x907]3I o - Bearings shown are on Anoka County datum. I o z , - r SSM0- -ssa�8- -esa e---- _ _ 907,3 907.5 O titi ----1--- Q x I , 77 �W Q 140 - - - - - - - - 9° IA n m - Parcel ID Number: 08-31-22-24-0021. 907.4 c z I a9 72 n I m o I P.ROPOSED `• - Curb shots are taken at the top and back of curb. ............... x9o7.6........L.... 2078 i I I GARAGE I o EXISTING ................. .. . , � I I I - Proposed ponding and utilities provided by Plowe Engineering, Inc. BEING 10 FEET IN WIDTH, AND ADJOINING ALL LOT I I .•.."". LINES UNLESS OTHERWISE SHOWN ON THIS PLAT. J 209 6oj I .. ... m 94� . --------=--- Q 1 B L C K 1 ............x 907.0 9103 44,400 S.F. I �38 I 136 x9o7{3 I h (n co 909.0. N o zs 3 908.8 (.1.02 ACRES) W v ° I T PROPOSED ww EXISTING °� 909.3 _ m �135 HOUSE I I DRIVEWAY f+) FFE-GAR M nx o I 10 m I LLJ O GARAGE M �t : L N i FLOOR=909.3 N 1 I O�tJ o � :909 24,975 S.F. I o $2134 I O ° 0'9 : 'r / �0.57 ACRES) 1 - 133 x908.o 910.6 907.1 907.2 °. w OO -- ?--1------- 41.5 ----- -`_<-909:3 909.3 28.3 909.1 n I m �I O 1 I °,-.I°;;� b LEGENDZONING: II m I"'"0 19 425 S.F. m r0 a 909.E ,909.5� 909.2 V) O Q Q I Ia <909.2� 909.6 909.5 909.4 a 909.2 909.1• m O (0.45 ACRES) m ;x 910.3 Q57 .j 23.8 9O9----- �� - S 909.1 9 I • DENOTES IRON MONUMENT FOUND AS LABELED Existing zoning is R. This property is to be rezoned to R-1 (Single W ,2 1 / i p . m o O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 Family Residental) per Lino Lakes Planning Department. Lot standards toss I :� a M 1909.4 909.2- I I DECK : I I I ® DENOTES AIR CONDITIONING UNIT are as follows: I 1 11111 P n L1 0 ------- - 39.6 µ u 1-10 x 90T I 131 x 907.1 x 907.3 x 908.7 ❑E DENOTES ELECTRICAL METER _ t 0 1 i I o I m 909 ............ °g rn -------- a; rn :m I I Minimum lot size - 10,800 sq. ft. I ' (interior) 9o�.s a aol o EXISTING o - po - © DENOTES GAS METER Minimum lot width Interior = 80 ft. N o s, o j ❑T DENOTES TELEPHONE PEDESTAL Minimum lot width (corner) = 100 ft. o i x908'4 0 ,�i �' HOUSE :I \Soo p,F I © DENOTES CABLE PEDESTAL Minimum lot depth = 135 ft. ; ui Cl) i I W \ N90 00'00"E Minimum lot depth (double frontage) = 145 ft. 00 55 I i 211� I o J�- - - _ _ 55_62 _ - L 1 DENOTES HYDRANT 907.1 909.4 > > Ui CO m i .. .. ............................ g06.9 I ;:m , •'..x 9080..................... .. 908 SO DENOTES SANITARY SEWER MANHOLE Principal Structure Setbacks: Front (local street) = 30 ft. Q 908.5'. z3.s ••' 0� INFILTRATI SIN / DENOTES SIGN 2054 ° q �m 9097 x9m.o / �:. 2i $`` 907.53 / Front (collector/arterial street) = 40 ft. I �, q m �. 90 X952.36 DENOTES EXISTING SPOT ELEVATION _ `, zoss : I 6S x907.1 / Side - 10 ft. ...." •�•• I > I BIT DENOTES EXISTING SANITARY SEWER Rear = 30 ft. CURB ___ 906 - �/ 909.....1........................ m --BLDSB --BLDSB-----BLDS$- SB o ss x908.7 - --- ------- PROPOSED DRAINAGE ��� x9°7.1 9084 h m 10 AND UTILITY EASEMENT - i DENOTES EXISTING WATER MAIN 4 Maximum impervious surface coverage = 40% DENOTES EXISTING CONTOURS 10 o M \ N "..'."."•.PROPOSED DRAINAGE _ DENOTES PROPOSED CONTOURS Comprehensive Plan = Low Density Residential. I 049 W ....908;"•• AND UTILITY EASEMENT -� - - - - 1..................... �L�SB-T-�L�SB- �L�SB- �L9SB o� T DENOTES TREE LINE 9g O ; •a �, � DENOTES BITUMINOUS SURFACE I 3��• SETTP4157s i x9°7.s 9°7.6 907,3135.00 u1 0 9o7.zs DENOTES CONCRETE SURFACE 9p6J 9069 90�37-2 0 l05.0o SETIP41578k. _ - � c 240.00 x907.4 _ �o� x 907.4 ..... .......................................................... .'. N89*2724"W ... 907.0 LOT AREAS: x907.8 90� x 907.7 Total existing parcel area = 44,400 sq. ft. 60 x9°�.5 907.1 TREE DETAIL Proposed Lot 1 _ 9077 Total area = 24,975 sq. ft. Impervious surface area = 2,797 sq. ft. (11.2%) DENOTES ELEVATION x90„ .' ti --------- DENOTES TREE QUANTITY Proposed Lot 2 x 907.3 907.2 .: 6 9hP��o----------- DENOTES TREE SIZE IN INCHES 906.8 Total area = 19,425 sq. ft. DENOTES TREE TYPE Oversized easement area = 5,990 sq. ft. Net lot area = 13,435 sq. ft. I Impervious surface area = 3,234 sq. ft. (16.6%) .................908 .. ................NORTH GRAPHIC S':CALE '9 I 20 0 10 20• 40 p I 9 '91 I hereby certify that this survey, planor report was prepared by me or under n 111110% Nun my direct supervision and that I am aLE 0 11 S 1 INCH = 20 FEET duly Registered Land Surveyor underI n EST.17 Professional Land Surveyors the laws of the State of Minnesota. DRAWN BY: BCD JOB NO: 210013PP DATE: 02/08/2021 6776 Lake Drive N E Suite 110 CHECK BY: JER FIELD CREW: BH/SO WWW.egrud.COIYI 'J 1 03/08/21 CITY COMMENTS BCD Lino Lakes, MN 55014 ASON E. D 3 Tel. (651) 361-8200 Fax (651) 361-8701 Date: 03/08/2021 License No. 41578 NO. DATE DESCRIPTION BY S:\RUD\CAD\21PROJ\210013PP\210013PP.DWG S2 EXISTING � TREE INVENTORY/REMOVALS FOR : HOUSE EXISTING EXISTING HOUSE / HOUSEBUTLER ADDITION � I PROPERTY OWNER/DEVELOPER SITE ADDRESS SCOTT BUTLER 7870 MEADOW VIEW TRAIL 908.56 V —� FNDIP � 909.02 7870 MEADOW VIEW TRAIL LINO LAKES, MN 55014 FNDIP FNDIP17765 SETIP19241 LINO LAKES, MN 55014 V V L OIS LANE v v CD _ > > I I I I I I I I I I I ^ I I ^ I ^I I I I I I 910.5 S89*2724"E ^ 240.00 � 9oa.00 135.00 SETIP41578 O i p 05.00 908.29 i / —4 o O F DIP17765 ' 4069 — 1- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i 2065 ' 10 68 I �74 10 10 o >_ 5 ryo I I RI I N TREEINVENTORY aPROPERTY DESC PT 070 20 � ^� I ° C = a0 z I Lot 14, Block 3, MAR DON ACRES, Anoka County, Minnesota. I i �66 W x /';"� 21 I 2049 MAPLE 10 I I �71 u w 2051 ELM 12 I 60 o I �esa�e-----esao�e-- --esa�a - z , - w ry'01 SSM0- esa a _ a I 2053 ELM 10 I ^ n �w O Go U _ I m 2054 ELM 7 I I72 z °' *40 7, M ^ I PROPOSED 2055 BIRCH 15 I 1 co ; I I GARAGE I EXISTING 2057 ELM 10 I co 2078 37 i HOUSE 2058 ELM 8 I J IL — --- I 2059 MAPLE 28 2019 601 B L ^ C K 1 J 2060 MAPLE 44 144,400 S.F. I �38 I 136 2065 MAPLE 36 I co 28 3 (1.02 ACRES) W NOTES: 2066 PINE 6 / PROPOSED 2067 MAPLE 11 w I EXISTING 1 ° M F909.3 FE-GAR M - ^ 10 13s HOUSE I DRIVEWAY o I Cn o I Any required replacement plantings to be determined by city. 2068 SPRUCE 14 j 00 N GARAGE N 1 o O FLOOR=909.3 Replacement to be incorperated with construction of new home on 2069 PINE 11 I �� I 24,975 S.F. I o� $2134 I o Lot 2. 2070 PINE 11 o .y 41.5 `° zs.3 (0.57 ACRES) _ ^ I c 00 N 133 ------- ------- ---- CO - 2071 PINE 6 0 O 1 Y ----- I I ai 0 2 1 I o� All trees to be preserved must be protected with fencing extended Z I 1 m 1 no 19,425 S.F. Cn m O 2072 MAPLE 15 57 _-----_ Igo o (0.45 ACRES) out to the driplines of the trees. � a m m U1 2074 PINE 13 Q 1 23.8 , rn 2075 MAPLE 7 I lLl 2076 MAPLE 1258 I 1 DECK �RI 2077 MAPLE 16 ------- ------ 39.6 ------t-- - µu U Q I 1 I +131 2078 ASH 11 I ---- O EXISTING - \ S> 00 2111 ASH 10 o I ° Q i HOUSE ^ I 3S 0,00,. 2115 MAPLE 36 I o ICf) o 00 F 1 Ln `° I I m N90000'00"E 2116 ASH 10 00 I 211 � 55.62 I 55 I m I o J L — — — — — — — — — 1- 2117 MAPLE 9 i > > L , o i 2118 BOX 12 I I 1 16 9 I Q eos.sLA 23.8 1 0-_ 0) INFILTRATI SIN 2131 MAPLE 12 sa o 211 9 907.53 2133 POP 9 I s3 CD I j 06 S —I— DENOTES TREE TO BE REMOVED 2134 POP 10 BIT I I m — -- --- --- Bose --Bose-----egos$— se CURB - 51 o -- PROPOSED DRAINAGE 2135 POP 8 I y m 10 AND UTILITY EASEMENT - - ti 2136 POP 9 I ^ 0 �� 2137 POP 12 0490 m M PROPOSED DRAINAGE — 1 — AND UTILITY EASEMENT - - I' '� 2138 BOX 24 L — — — �-sB—T—���se —BL4 s%— ��ese� 2139 POP 9 ' 90,' 907.23 o i 2111 � \ II 2140 POP 9 F1= SETIP41578 135.Oft 907.23 2141 POP 9 105.00 90TIP41516. _ 240•00 I 2144 MAPLE 12 I N89*27'24"W 2145 MAPLE 12 2146 MAPLE 8 60 I I hereby certify that this survey, plan or report was prepared by me or under my supervision ervision and that I am a I p duly Registered Land Surveyor under the laws of the State of Minnesota. I I NORTH Aso I GRAPHIC ,SCALE IDate: 03/08/2021 License No. 41578 iun 20 0 10 20 40 -�ao� I 1 INCH = 20 FEET Go BUD lum 4EST.1977 P rofess i o n a I Land Surveyors DRAWN BY: BCD JOB CHECK BY: JER FIELD CREW: REW: H/S 2: BH/S O P DATE: 03/08/2021 6776 Lake Drive N E Suite 110 www.egrud.com 1 Lino Lakes, MN 55014 2 Tel. (651) 361-8200 Fax (651) 361-8701 3 NO. DATE DESCRIPTION BY S:\RUD\CAD\21PROJ\210013PP\210013PP.DWG S3 DRAWN BY: DESIGN BY: M.Q.A. C.W.P. VICINITY MAP CHCKD BY: PROJ. NO. M.Q.A. 20-1952 ORIGINAL DATE: DECEMBER 23, 2020 Myrtle Ln Highl.:r TITLE SHEET, LEGEND, EXISTING CONDITIONS & REMOVAL PLAN 4v 4 P w Arlo Ln _ Highland MEADOWS PARK LINO LAKES, MINNESOTA Lr � SITE ASF Yard h 0 LEGEND Z 3 � Vito, O U 5 U) oHw EXISTING OVERHEAD ELECTRIC PROPOSED WATER PIPE Jj 908.56 V 0 TEL Z EXISTING UNDERGROUND TELEPHONE > PROPOSED SANITARY SEWER PIPE T FNDIP GreenwoodLn BarbaraLn O CBL EXISTING UNDERGROUND CABLE �� PROPOSED STORM SEWER PIPE Pat-A-Cake U) r-,�•,�:rm, rl > ❑T EXISTING TELEPHONE PEDESTAL «� PROPOSED DRAINTILE AND CLEAN-OUT V v v LU 0 1 q ti ❑E EXISTING ELECTRICAL PEDESTAL ELEC PROPOSED ELECTRIC SERVICE * qo NOT TO SCALE © EXISTING CABLE PEDESTAL GAS PROPOSED GAS SERVICE * q W I- EXISTING UTILITY POLE TEL PROPOSED TELEPHONE SERVICE * Q V V EXISTING LIGHT POLE p o 908.35 L OIS LANE O PROPOSED STORM MANHOLE �° MHSA >� EXISTING STORM SEWER ❑ PROPOSED CATCH BASIN 9035 > > > > > > > > > > EXISTING WATER MAIN Q INv ti PROPOSED FLARED-END SECTION LOIS LAW °'UTLER ADDITION I I I I I I I I I > EXISTING SANITARY SEWER >g PROPOSED GATE VALVE I I I I I A I I E N FM EXISTING FORCEMAIN PROPOSED HYDRANTm co a o o� q ti iv �D EXISTING STORM MANHOLE 90j6 "910.5 q - rn - 9 qp ❑-:5 U z SO PROPOSED SANITARY SEWER MANHOLE 908.1 n n n Og' ❑ I" EXISTING CATCH BASIN 928 PROPOSED CONTOUR o - J EXISTING FLARED-END SECTION 930 908 oa qo°j � Q©908.5 x 909.0 � � �•� 907.8'. 908.001578 ..,.........13&00..................... .. x •� W IL OJ x 908.2 105.00 908.29 co > 920.60 PROPOSED SPOT ELEVATION I 908.4 908.7 O FNDIP17765 Q ID O ?� g EXISTING GATE VALVE 907.5 =•soz9 ;,.•�907.8 - Q•- (GUTTERLINE,BITUMINOUS 90� to . .'i• PIN 11 - _ SURFACE,OR GROUND SURFACE 'T - - - - - - - - - 078 - ...�.. - W EXISTING HYDRANT UNLESS OTHERWISE INDICATED) 908 g r AP3 6"-8" ,,7 MAP36 908.1 1907.7 x 907..s U N O EXISTING WELL PROPOSED SILT FENCE i8x °,iti *.SPR14 I PIN 13 "' .9 a� _ g0 10 I 6 ti' Og.................... CO I 907.4 - I 5 U OS EXISTING SANITARY SEWER MANHOLE 0% PROPOSED DIRECTION OF DRAINAGE a�PeS ...""90$ I MAPS 2 ^� ` : x910.3 �O ................... f.; 907.8 ••• ....... I PIN11 928 EXISTING CONTOUR PROPOSED BITUMINOUS �907.8 I 3 Q J W ti °�a 906.9........ o L I- 930 ............ I _ 12. PIN6 MAP2-10-12 X CI•MPP x907.1 ;I U x 920 99 EXISTING SPOT ELEVATION �PIN6 1LJ GE w w w w PROPOSED FILTRATION MEDIA 60 I RS07G asa a- -9077 asapa-----asa e 9076 ^W 906.9 esa�e-----esa 8 `�--esa e-----asa e 07.I MA 12 9 3 x9o7.42 EXISTING SPOT ELEVATION O POPS +---- --- BIT 907.3 907.5 O : PROPOSED INLET PROTECTION 9 Ax lA n MAP16 Po °' �o06 (MATCH INTO ELEVATION) o� _ �? x 907.4 r m F��• m U 907.7 ^ Z EXISTING BITUMINOUS PROPOSED HEAVY-DUTY PAVEMENT . . �MAP2-11-15 Q O x907.6,.......,i m � EXISTING Z H 9�8..... I•..................... 908.1 9oz6 0 _ Qo HOUSE O O PROPOSED ENKAMAT ASHu 'N 906.9 0 EXISTING TREES I °�P°P12 y Z Z f.........P12 I I W PROPOSED RETAINING WALL I I ° m ~ Z Q n 907 ........... OU 901.0 Q 0 I 910 3 Z J �08.6 MA 44 C K ......x 907.0 EXISTING TREE TO BE REMOVED BUILDING REMOVAL �( MAP28 I 44,400 S.F. 907.8 x907{3 I aoq Z J `l I BOX24 907.6 CONCRETE SIDEWALK&BITUMINOUS o^y I o ro 9090' 2g.3 908.8 (1.02 ACRES) m P°P2-9 I Qi y U) j SURFACE DRAINAGE DIRECTION DRIVEWAY REMOVAL q o m I W 2i NMI LLJ x EXISTING FENCE a EXISTING 9o9•s _ 9073 � I H PROPOSED CONCRETE SIDEWALK DRIVEWAY r^ FFE-GAR r, n o P°P8 I W 14 GARAGE = co EXISTING RETAINING WALL "/ FLOOR=909.3 /r" ' I r m Z = WET EXISTING WETLAND m , m 24 975 S.F. o I I w "' o _907.1 (0.57 ACRES) _ : � 82 9os.o 910.6 * NOT ALL SYMBOLS ARE APPLICABLE. 9072 ---- ------- 41.5 -----07- ---- 909.1 ^ O *q ° POP2-8-9 y ' 909.3 909.3 0 19,425 S.F. I o ~ O m Q I 909.z° _^ 909. 909.5 e - �, 909,z Q (0.45 ACRES) PREPARED FOR: GENERAL NOTES 1 m 909E 909.5 gOg4 -----2 909.1', m I :x910.3 909. W E°M42-6"-7"-10" / 90g� 909.1 9Q I SCOTT BUTLER l a r 907.6 : i� x' 1909.4 A 909.2 cO THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT ELMza= I I DECK nr co o GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION -I ----- 39.6 --- --t-- - µu11�m x907 ,�„ 907.8 x907.1 co °° 908.7 AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. I a o 'II�FMAP3-10-11-12 o CALL"811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. I 900.5 EMI EXISTING O x908.4 co ��� HOUSE i q m I ; THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER,AND O I " N �`` o cn WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. I o I I t 908.8 m °i m I f MAP3-9" I INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. In go6.9 907.1 B�ais i AC gog.a > > n m I I m 908.0 m / / ALL UTILITIES THAT WILL BE OWNED AND MAINTAINED BY THE CITY AFTER CONSTRUCTION SHALL BE BUILT TO CITY 1 909•1 I STANDARDS. 1908.5' ASH10 gob. W DRAINAGE AND I ' O`D J0J 7 1 r x 907.0 SITE PLANNING 907.6 I ��: q q 10 12 913 UTILITY EASEMEN i THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ELM7 I ''..� a gOXZ 907.1 �I y &ENGINEERING ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. gIT 9077 go6.9 ELM2-8 0. """'909""'�""" m BLDSB-----BLDSB-----BLDSB- -BLDSB CURB - �•' x9o7.1 THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY PRIOR TO ANY WORK. I 908.6 x908.7 a I ELM3->�-9-12" x 908.4 �'�� m PLOWE STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. ENGINEERING, INC. N W o 10 I.. ro M NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 907.6 m '."'."" 1 5 < 6776 LAKE DRIVE ALL ELECTRIC,TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE I ----BLDSB-�---BLDSB-----BLDSB- ---BLDSB) 9 x x x SUITE 110 Ll L_ UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY s0� - I B_1 ISHEET INDEX LINO LAKES, MN 55014 r o COMPANY. 907.23 - 9073 - - - x902.6 - - - - - -Y- - - - - - - - - - =- _ _ _ _ _ _ _ _ _ ❑T SETIP41578 Ln 9073135.0 gSH10 (n 907.� PHONE: (651)361-8210 pWj 9p6,7 9069 105.00 SETIP41578 CO TITLE SHEET, EXISTING CONDITIONS, & REMOVALS PLAN FAX: (651)361-8701 N x907.4 C1 GRADING, DRAINAGE & EROSION CONTROL PLAN N 907.4 907.o C2 UTILITY PLAN x907.8 C3.1-3.2 DETAILS NORTH N x 907.7 6 60 x 90 .5 N J x 907.1 I r x 907.7 � •> O w , 907.7 r s x907.3 x907.2 1 INCH = 20 FEET r' I 6 N ipk a below. N Call before you dig. TITLE SHEET, EXISTING CONDITIONS , & REMOVALS PLAN 7870 M EADOWVI EW TRAIL DRAWN BY: DESIGN BY: SITE SEQUENCING M.Q.A. C.W.P. CHCKD BY: PROJ. NO. • PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE M.Q.A. 20-1952 DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL ORIGINAL DATE: CONDITIONS REQUIRE. DECEMBER 23, 2020 908.56 v • THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT FNOIP SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES v v v ti SOD 3878 qo q0 qp0' q oq. o. q SEED ** 3876 * FOR TURF ESTABLISHMENT v v v COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) O 908.35 LOIS LANE o RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) � MHSA %0 TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) -> > >�->_>_> > > SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) 903.79 > >�> > > > > > INv C SOIL-BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) I I I I I I ^ I LOISI LA L I n �� 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) Z 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) 0 _ ~ MULCH 3882 (TYPE 1 - DISC ANCHORED) � v 9i0.s °o - q°^ o� pm� �.g_ r _ S� 5 FERTILIZER 3881 U 0j6 m rn q S��ps 9oa.1 ^ o . 9 n �Op) s WOOD FIBER BLANKET 3885 (CATEGORY 2) LU S89 27 2 E e * MOW A MINIMUM OF ONCE PER 2 WEEKS Z 240. 0 _ qoo o�� ❑E©908.5 �x 909.0 90s•00 * MULCHED OR COVERED BY FIBROUS BLANKETS 907.8'. SETIP41578 •.'' 135.00.. "" ,0 TO PROTECT SEEDS AND LIMIT EROSION I o x9oa.2 9084 p5 p L g08 2 * SEEDED AREAS SHALL BE EITHER MULC � i 7 O O FNDIP 7765 ' 907.5 ��,907.9 907.8 "-.......... .y 0 U 96.,. 90), �'' ... PINll .. O W ' 9083 i `"" 07a y" - - - - - • ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN 14 DAYS. 907.7 AP3- 6 8' 10 10 90Z. ( ) 1 O `MAP36 +I 908.1 I _- •yl', :::I....SPR14 I PIN13 I $ 0 0 ' 1p' ; , I 5 W TO a�PeS ti g0$' MAP3-2-� �� 0 �' • THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION Q $6 'I 907.4 O(b 0 0 I 5 I 9o7a Q � I I C ,�� - I 9 10.3 CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. .+....PIN11 Z N � O 0 O 0 O 01 I • T 9o7.a Q ION OF PIN6 907.s '~_ °'I42 .`�: I xg 9 0 0 I BUILDING CONSTRUCTION. STILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND PONT 'MAP2-10-1z X d.MPel �� /L 9 1 I ESTABLISHMENT OF VEGETATION. y.. 907.7 1LI n IT C� �9SQ�8 - 8SaB8 -PIN6 f35aD9- 8SaB8 J'-MA7 2LL, 906.9�0 aB - -8SaD8 - BSQ 8 m � ~ 907: o N 60 0 • THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3°1 OR GREATER E, N L POP9 � �00 _ 912.95 _ 907.3 907.5 C �rj `',,907.7 906. � ^ f'MAP16 I -�. PO � x 907.4 14 907.7 m P06 m • PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID (B I MAP2-11-15 ^ FACILITIES ONCE SITE HAS BEEN STABILIZED. O z I rn 07 x 907.6........,1., N .. I 9r 908.1 �8................... 907.6 HOUSE EXISTING a� ASHII o6. B-2 I • IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION in to :� c J m I OP -T-- CONTROL BLANKET AS NEEDED. _ m cn 907 .. �1-0- •• � � W i901.o i - b 9103 • THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. j _ 08.6 :to MA 44 i � '... C K s 1 I a N 0 ��••x907.0 AP28 0 44 400 S. 907.8 x 90 3 �pq U) Q-. Q I `r LOW FL = 907.65 soxza POPi 9 I • THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES &OVERFLOWS. J N n, 909.0 9oas �(.1.02 ACR ) LIC o\ o 0 28.3 U O ~ q Ico Ip DROP GAR 3 COURSES I PROP. SILT • UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED WITH A _ 00 ww EXISTING _ 90 .3 I FENCE TYP. STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. U O m DRIVEWAY "' GARAGE n ^ o " I 1 Po co v o ( ) O W_ I"O I FLOOR=909.3 1 3 0 I • EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE - c}+O C oC - 910.15 I 00 SILT FENCE PLACED ON DOWNSTREAM SIDES. J W O L F- M M t _o i / - (y - �Pln ^• x90a.0 910.6 • IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED,THE CONTRACTOR SHALL CAUSE SUCH p Q `��J rV , 74 907.1 907.2 p ---- --- 28.3 n o I O r O O�y 41.5 - --.' 909.3 909.3 909'1 p o POP2-s-9 /� I o SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR - 1 m I 0 L m �i� LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. 909.2 909.$, 909.5.. _ 909.2 U) O � ':O Ol Q O o {•' 909. 909.5 909.4 - - - �909.1'. m II o 909 m I '� cx910.3 909.2 Q 908.4 -� - O W ELM4-2-6"-7"-10" s 23.$ '9Q----- q 1 o 909.1 9 z q° m I O -' 907.6 t C 1909.4 .0 909.2 - I OTHER POLLUTION CONTROL MEASURES Q 0 ";.. ELM2a. DECK rrr-r rf n o O IIIII Ih `: 907. 9oz� I x9os.7 Z 0 ------- ------ 39.6 ---`--t-- -- - IJ.Ll 1.J� m "Y-,9o7.a x907.1 m O W P3 10 11 12 IALS - AND o ------- o MA m i REOMOVED ACCORDNSTRUCTION ING TOSTE A ALL RLOCAL AND/ORSSTATE WASTE MANAGEMENT REGULATIONSFBY AE LICENSED SOLID WASTE BE W z Z � I 90�5 m o EXISTING o - 0 v COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. Q = Q Q i O x908.4 HOUSE i ^ I \S 00 ,F 908 I U' JO W ui 0 m o € 08.8 N90000'00"E Do m I I ( MAP3-9' �� 55.62 HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN w Z a y - 908.1 I AG 909.4 m \L - - - - - - - - - Ln o 1- W BIR1s °' NECESSARY, HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE W �. Q Z 906.9 ' 907.1 > > :n .a �� - I 1 O m '..x 908.0 MANUFACTURER. � p U 23.8 90) 0 U z.'ASH 10 908.5 M e� SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL LICENSED WATER MANAGEMENT Z 909.7 / 907.6 cbq. o a m gp81 10 12',•. ' x907.0 DRAINAGE AN ' ELM7 ',rn �, ; g0 N ..9 906• U Y EA E i COMPANY, AS REQUIRED BY LOCAL REGULATION. NMI p BIT 9077 906. 907.1 �7 OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF 0 ELM2-8 0. .......909.....L........................• 07 -BLD ". •.S y CURB --, 9os.6 9os.7 - -- -- ----- se PROPOSEDBDRF INFILTRATION,�i x907.1 SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED,THE CONTRACTOR SHALL O ELM3-9-9-12" x9084 otiQ� ..•' m 1 "" AND UTILITY EA: BASIN _ CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH HWL 907.51 �� SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND,TOPSOIL, ETC.) 7��P N i9 o; PREPARED FOR: 10 ^ '- TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN. r, O I O 907.6 m " "PROPOSED DRAINAGE ,�� �` SCOTT BUTLER -_ MAP10 - - """"' ' .......,.,,,•,,......908I AND UTILITY EASEMENT - ____ `i i I' 15 ' VEHICLE CLEANING NO ENGINE DEGREASING IS ALLOWED ON SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A DEFINED -ease 9 AREA ("BONE YARD") ON-SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT 901 O °� _ I AREA IS TO BE A MINIMUM OF 50' FROM DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED 907.23 - �7� - - - x907.6 -i- - - - - - - - - - - - - - - - - -\� I BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER COMPACTED ' ❑T 1• SETIP41578 u1 i 907.3x 90z3 S- - - - - - - - - - - � - - -9�q-7,�5 (E.G.( 7 9069 135.00''_;ASHI° �S S 5 1 5.00 "' TgPB RM CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY. 906. 903 © ]907Ai 3 240.00 907.75 o s ss SPILL PREVENTION AND CONTROL- ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT N89 27 24 W TOP OF BERM x907.4 907.75 10' WIDE EOF BE ALLOWED ON-SITE. SPILL KITS WILL BE STORED ON-SITE AND ALL SPILLS WILL BE CLEANED UP IMMEDIATELY DISCOVERY. SPENT x9078 TOP OF BERM @ 907.25 ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF-SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP AND PROPERTY DISPOSED OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE CONSTRUCTION BEGINS. x 907.7 60 x9o1.s x 907.1 SOIL STOCKPILES - INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL STOCKPILES. LOCATE SOIL OR DIRT STOCKPILES SUCH THAT DOWNSLOPE DRAINAGE LENGTH IS NO LESS THAN 8 M (25 FEET) FROM THE TOE OF THE PILE TO A SITE PLANNING SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS &ENGINEERING DRAINAGE & UTILITY EASEMENT \� - THERE IS A BYPASS IN PLACE FOR THE STORMWATER. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED (REFER TO PRELIM. PLAT) CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS OR STAKED SILT FENCE. PLOWE LOT NO. I PROPERTY LINE ENGINEERING, INC. PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF SURFACE DRAINAGE DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN-PLACE UNTIL AT LEAST 70% OF SITE VEGETATION HAS BEEN ESTABLISHED. 6776 LAKE DRIVE INDICATES PROPOSED LINIO LAKES, MN 55014 TE 110 FINISHED GRADE LOWEST FLOOR ELEV. AT REAR OF HOUSE CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS AS FAR PHONE: (651)361-8210 a I 952.$ AS PRACTICAL FROM STORM DRAINS, DITCHES AND PONDS. DO NOT ALLOW RUN-OFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY FAX: (651)361-8701 m PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF RECOMMENDED HOUSE TYPE: I L.0 I PROPERLY. L.O. - LOOK-OUT I INDICATES DROPPED NORTH LOW FL = 950.30 I GARAGE COURSES THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED DISCHARGES, W.O. -WALK-OUT u TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. N S.E.W.O. - SPLIT-ENTRY WALK OUT DROP GAR I THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN 1 COURSE I WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE 6 ^'Al6s, CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A ( jl PROPOSED ELEVATION AT 957.0 I SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THEce \ GARAGE DOOR (FRONT) I DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. _- GARAGE I o L - -DOOR _ _ - J SUGGESTED GARAGE o 10 20 o , LOCATION LU 1 INCH = 20 FEET 00 O O N 0 O. Know what's below. TYPICAL LOT LAYOUT GRADING , DRAINAGE, AND EROSION CONTROL PLAN a C1II before you dig. 7870 MEADOWVIEW TRAIL WATER MAIN NOTES DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. EXISTING WATER SERVICE LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD M.Q.A. 20-1952 PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. ORIGINAL DATE: s PROVIDE PIPE INSULATION FOR ALL 4" SANITARY SERVICES. DECEMBER 23, 2020 PROPOSED WATER MAIN SHALL BE 1" HDPE CONFORMING TO ASTM D2737 FOR ENDOPURE WATER SERVICE TUBING WITH TRACER WIRE. MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER SERVICE PIPE. SANITARY SEWER NOTES 908.56 V FNDIP EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. v v v PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. Z O v v v (� L IS LANE w O 908.35 O O MHSA EX. 8" SAN. SWR. (PVC) - 1O 903.79 > > > Q > > > > > Z X. 8" WATER (DIP) irvv � SAN. STUB INVERT ELEVATION C U) LOTS LA L PER CITY AS-BUILTS. > I I I I I ^ I I ^ O H I ^ p — VERIFY IN FIEL❑EDo .©9oas I I— QLUW CONNECTTO 10 A A 1" WAT. &EXISTINGLU 589027'24"E 4" sAN. SERVICES240.00 908.00 00 9P8.29 0 0 0 1 p p IP17765 I` 907. O O — — — — — — — — — — — — O O O- - - - / 000 —� 5- --- N10 101 10 00 O O O 10 00 5 M 00 00 O O :00w . O-00 00 0 3LDw 0 co .Eco -- 8S48----8S4L8 — BS8 gS4L8---- BSa 8 8---- i �ISG / i /m�m II rn � U O60 a a (D 912.95 � LU-jQ N0ONow0 EXISTING U HOUSE co � B_2 m B L C 1K 910 lo a Q 0 -0 1 44,400 S.F. LOW FL = 907.65 28 3 908.8 (1.02 ACRES) DROP GAR 3 COURSES I 9 O 3 10 T1 EXISTING n 10 oDRIVEWAY GARAGE W_ �0 1 FLOOR=909.3 W 24,975 S.F. — I O �, CD CD �J -° - --a-- ,zs.3� 909�0.57 ACRES) _ ^ 1 �� �� III 2 ko 91o.e W .y ------- ------- 41.5 ---- O p 1 909.3 to 19,425 S.F. I a0 C+� O = Q � z, o o (0.45 ACRES) co p d 909. m 1 I I O / Qo 9------ Idlo ---------------- I y W o mi /23 8 osa Boa I 1 I I m J MEN ------ LU �- - I DECK ',,T r A W 1 I Illlllf'I� 1CD I 1 °MI o EXISTING o HOUSE A i o \�\ \SOO F------------ W i ;; r I \ N90°00'00"E a, { � 55.62 909.4 m o, I - - - - - - -� — _—L1 PREPARED FOR: J SCOTT BUTLER O 908.5 23.8 O,\909.7 DRAINAGE\AN� I 906 UT-1LdY EA�EMEN .S,— — T ) I 1 1 --- 1 T�---BLDSB— — BLDSB — BLDS�/ BIT -- 7S8 1 CURB — —y i o —1-- ---L------- PROPOSED DRAINAGE 10 \ AND UTILITY EASEMENT D c� 0 10 PROPOSED DRAINAGE i — — — — 1 AND UTILITY EASEMENT c`/ 5 < — BL�SB—T--BLAB— �L�SB— —BL�SB — — LI � --_ __11_— II_ _ _ 1 T solo❑T 1 907.23 — — — — — — — — — — — — — — — — — — — — — — — — —CD— — — —\ — — — ———— —y I -------------- — — — — — — — — — SETIP41578 I 907.3 SITE PLANNING _ SETIP415781. 90�3© 240.00 — &ENGINEERING N89027'24"W PLOWE N 0 ENGINEERING, INC. N 60 I 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 I PHONE: (651)361-8210 0 FAX: (651)361-8701 m 0 NORTH N I N 6 N Q 1\ • 0 10 20 o , 0 a w 0 1 INCH = 20 FEET oo N I(1 6 N o Know what's below. UTILITY PLAN Call before you dig. o 7870 MEADOWVIEW TRAIL DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1952 ORIGINAL DATE: DECEMBER 23, 2020 PLANTING SUGGESTIONS BOTTOM OF BASIN SIDE SLOPES NATIVE PLANTINGS NATIVE PLANTINGS GIANT BUR-REED BIG BLUESTEM PLANT MATERIAL TOLERANT OF INUNDATION AND WOOL GRASS SEDGE BLUE JOINT GRASS DROUGHT (NATIVE PLANTS RECOMMENDED - SEE TABLE CORD GRASS SWITCH GRASS AT LEFT) OR USE MnDOT SEED MIX 33-261 (APPLICATION BLUE FLAG IRIS BLUE VERVAIN RATE=35 LBS/ACRE) SWAMP MILKWEED PRAIRIE BLAZINGSTAR POST-CONSTRUCTION INFILTRATION TESTING IS REQUIRED;PERFORM TEST BY FILLING BASIN TAMARACK TAMARACK 907.25 (OUTLET) �4;1* WITH SIX(6)INCHES OF WATER AND ZO JOE-PYE WEED NEW ENGLAND ASTER MONITORING DRAW-DOWN TIMES NEW ENGLAND ASTER RED-OSIER DOGWOOD 907.0 d PRAIRIE BLAZINGSTAR SANDBAR WILLOW CONTACT RICE CREEK WATERSHED DISTRICT ir_ BONESET BLACK CHOKECHERRY 906.5 AT LEAST 24 HOUR PRIOR TO WITNESS TEST 0 BLACK WILLOW BLACK WILLOW BOTTOM OF BASIN W p Z O U) NOTES 1. CONTRACTOR TO MARK-OFF INFILTRATION BASIN AREA WITH SILT DO NOT EXCAVATE BASIN TO FINAL GRADE,OR �j FENCE OR OTHER VISIBLE MARKER. WITHIN THREE(3)FEET OF FINAL GRADE,UNTIL 2 2. USE LOW-IMPACT, EARTH MOVING EQUIPMENT SUCH AS WIDE THE CONTRIBUTING DRAINAGE AREA HAS BEEN TRACK OR MARSH TRACK EQUIPMENT,OR OTHER NOTE: MIX IN SALVAGED ON-SITE TOPSOIL INTO TOP 6" CONSTRUCTED AND FULLY STABILIZED UNLESS LIGHT-EQUIPMENT WITH TURF-TYPE TIRES, IN INFILTRATION BASIN (MAX.) OF INFILTRATION BASIN (MIN. 70% SAND) THEY PROVIDE RIGOROUS EROSION w AREA. PREVENTION AND SEDIMENT CONTROLS(E.G., Q 3. NO MINING OR OVER-EXCAVATION IN INFILTRATION BASIN. DIVERSION BERMS)TO KEEP SEDIMENT AND p 4. NO BURYING OF MATERIALS IN INFILTRATION BASIN. IN-SITU SOILS NOTES: RUNOFF COMPLETELY AWAY FROM THE 5. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. 1) NO MINING OF SANDY SOILS IN BASIN AREA INFILTRATION AREA. 6. BASIN BOTTOM TO BE GRADED FLAT. 2) NO BURYING OF SILTY MATERIALS IN BASIN AREA 7. ALLEVIATE ANY COMPACTED SOILS PRIOR TO SEEDING. 3) DO NO OVER-EXCAVATE BASIN AREA 8. INFILTRATION BASIN TO REMAIN UNLINED. N 0` 9. PROTECT INFILTRATION BASIN FROM RUN-OFF DURING co* BASIN SLOPES VARY AND ARE FLATTER THAN STANDARD 4:1. >+ E N CONSTRUCTION ACTIVITIES. EXCAVATE TO FINAL GRADE ONLY ESCAVATE BASIN PER STAKED CONTOURS IN THE FIELD .UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS. -0 L (a co co as L O INFILTRATION BASIN "' ° C z � (6 0) c J NOT TO SCALE w O � .� co a cn m c/) !Ecn � w � J N f6 V O 00 � Q N Uo M O J LLI L O Q p 0 CD W W Q Z a 06 y J Lu r � w CD p m Z PREPARED FOR: SCOTT BUTLER SITE PLANNING &ENGINEERING PLOWEENGINEERING, INC. M 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 3 a PHONE: (651)361-8210 a FAX: (651)361-8701 m N N O N Q U N N O N J Q [C W 1 0 O Q W O n W n N 1l1 O N 0 DETAILS & NOTES V U) 7870 MEADOWVIEW TRAIL ■ DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. LANDSCAPING NOTES M.Q.A. 20-1952 ORIGINAL DATE: EXISTING DECEMBER 23, 2020 I I HOUSE EXISTING HOUSE EXISTING i 1. STAKE AND/OR MARK ALL PLAN PLANTING LOCATIONS PRIOR TO INSTALLATION. HOUSE / OWNER TO APPROVE ALL LOCATIONS PRIOR TO INSTALLATION. 2. ALL MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK", AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 3. EXISTING TREES TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC WITH APPROVED TREE PROTECTION FENCING. 4. WHEN STAKING OR GUYING OF TREES IS REQUIRED, IT SHALL OCCUR SO AS NOT TO CREATE ANY HAZARDS OR UNSIGHTLY OBSTACLES. ALL WIRES SHALL BE ENCASED IN HOSE TO PREVENT TREE DAMAGE. 908.56 V 5. ALL PLANTS INSTALLED SHALL BE NURSERY GROWN AND IDENTIFIED AS HARDY z FNDIP O ---�- _ PLANTS WHICH ARE APPROPRIATE FOR ALL SEASONAL CONDITIONS. 6. ALL PLANTS MUST BE SOUND, HEALTHY, VIGOROUS, AND FREE OF DISEASE, ° V V INSECTS EGGS, AND LARVAE. U) 7. WHERE IRRIGATION SYSTEMS ARE INSTALLED, SAID SYSTEMS SHALL HAVE WATER o SENSOR DEVICES TO AVOID OVERWATERING AND TIMING DEVICES TO ENSURE o V IRRIGATION IS CONDUCTED DURING THE HOURS PERMITTED BY THE CITY WATER U) �0 MHSA5 LOIS LANE 0 RESTRICTION REQUIREMENTS. Uj EX. 8', SAN. SWR. (PVC) 8. ALL LANDSCAPE AREAS SHALL BE MAINTAINED BY THE PROPERTY OWNER AND KEPT INV NEAT CLEAN AND UNCLUTTERED AND WHERE LANDSCAPING IS REQUIRED AS w EX. 8" WATER (DIP) LOIS LA E � ^I I I I PART�OF CITY APPROVALS, ANY PLANT MATERIAL WHICH IS DISEASED OR DIES o SHALL BE REPLACED WITH LIKE KIND OF THE ORIGINAL SIZE BY THE PROPERTY M a OWNER. NO LANDSCAPE AREAS SHALL BE USED FOR THE PARKING OF VEHICLES OR r�107 > o9os " � FOR THE STORAGE OR DISPLAY OF MATERIALS SUPPLIES OR MERCHANDISE �S8902724"E o O O oO UNLESS SPECIFICALLY APPROVED BY THE CITY. 240.00 qo� _ ❑E ©908.5 "909.08 00 .......335.00........................ 8.1. _ x REPLACEMENT OF LANDSCAPE MATERIALS, PLANTINGS AND SCREENING 9oa.2 60 o L 908.29 ETIP41578 I SHALL BE CONSISTENT WITH THE ORIGINAL DESIGN OR AS APPROVED BY i •• 907.8 PROPOSED x908.4 0 0 0997 0 0 FNDIP17765907.5 S� ) '. ----------• '' �PIN11 ^ ..... BOULEVARD .. _ - _ _ CI -------- - 07.8 - - O O 8 2 HALL BE DONE WITHIN 45 DAYS OF WRITTEN �.908.3 � .••' ; 907.7 - AP3- 6"-8" � AMERICAN ��o o;� 90� ' ALL REPAIR OR REPLACEMENT S 10 MAP36 ll �SPR 4 '^�PIN13 10 LINDEN !-\ 90 a 10 ti° I s . 15 8 3 NOTIFICATION FROM THE CITY. a�PSti� ...••90$ I MAP32� ^� I I �O� '� oOo ��, I 5 910.3 THE RESPONSIBILITY FOR TREE AND PLANT GROWTH AND MAINTENANCE . .- I o o �PIIN181 Q O O o a `� SHALL REST UPON THE PROPERTY OWNER �PIN6B j I O 9. APPLY CHEMICAL WEED CONTROL TO ALL LANDSCAPE AREAS PRIOR TO ANY ` N I INSTALLATION. 0 1' 907.5 0-12 C1'MPp12� x9 .9 O 907.1 v O x I ...'' �'v I 00 907.7 LLl /� I °� I 10. ALL WORK TO BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT TIME OF o _ x 907.3 o r8SQ�8-----854�8--- PIN 8SQ�8-----9SQi8 --9076 Q� �S�Ic]-- --BSa f-. °' fi0 MA 12 -- O g I ACCEPTANCE BY OWNER CONTRACTOR TO MAKE ALL REPLACEMENTS IN A TIMELY � M 907,3 907.5 ri 907.7 .'•/ .. .9 5 -�-- -.}---- 90 Ax ui r, �MAP16 _ J I MANNER.00 w Tq x 907.4 I 907.7 nm I m Icp E- I I MAP2-11-15 0 >` Q ......................... ........ rn 0) I EXISTING x 907.6 I 9�.............. .... 908.1 HOUSE ,� �0 I ASHll '• ., ...... .... 907..... J08.6 MA 44 i V K x 907.0 m 910 3 Q Q AP28 9 o 44,400 S.F. IBOX24 LOW FL = 907.65 \ 907{3 Ou 09.0 908.s �(x,02 ACRES)I boy o o c /28.3 ^, `,� I O CD DROP GAR 3 COURSES W Q w EXISTING 9o9s I o- w DRIVEWAY M FFE-GAR M /\ 0 1 CO Q GARAGE J I PLAN O W LLJ / FLOOR=909.3 / j I c 910.15 I Q Q I Q ko W_ . 1 C - I Q � 8"2-PLY NYLON STRAPS co U _ q \.907.1 907.2 0 -W_ .•''•. - 28.3 ^ .t I 0 0�0 W1 N I M ,Q x 90 910.6 DOUBLE STRAND 12 GAUGE WIRE `V 8.0 ---."- ------- 41.5 ---- t - -- 909.1 v : PAINTED FLUORESCENT ORANGE z O Q __909:3 909.3 : {/1 I I �I:O� 5 Q - a Ull I Q 'Q WHITE FLAGGING(TYP.) O J d 909.a - .a 09:Sa 909'2 I O o I r�/l TREE WRAP m 909.2 o 908.4 :'�•• 909G6 909.5 909.4 ----- ..�0909.1'.• m I o 909 m I :x910.3 909 2 Q ELM4-2-6"-7"-10" m 23.8 '90g o; m 909.1 90 '\\\\\�N 70 j 4 INCHES MULCH ®. I'. I I to 4 INCH DEEP SAUCER I 'O �+ 1 m - I I Z 8'STEEL TEE POST-3 REQUIRED AT 120° 907.6 cn 1909.4 'a 909.2 ' �ELMz x DECK rr rT - ____ ______ I I I I I Ph I 90 I x907.� I x•908.7 N BACKFILL MIX 39.6 - --f-- -- - 11 Ll 1-k�, x 7. x 907.1 W N :o J I UNDISTURBED SUBSOIL rn m / -_----- o o I I 07 ��,, PREPARED FOR: 90p.5 e of o EXISTING o _ I: s o I _ SCOTT BUTLER REMOVE BURLAP&ROPE Cx908.4 .1 7/ HOUSE / n /I WO \ \ .3S 00 .� flop I .. FROM TOP 1/3 OF THE BALL I \ \ 7 O N90°00'OO"E I NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. W \ - : W I € 908.8 _ DECIDUOUS TREE PLANTING DETAIL f MAP3-9" \� 55.62 I 908.1 I m : O 1L - - - - - - - L �,F BIR15 A 909.4 ' > en T 0] I 906.9 907.1 ? :.� L 1' I 01 x9080 NOT TO SCALE 0 W 908.5'. I 23.8 909.7 noses o 90) e� 908A I DRAINAGE N ELM7 ��',� q o BOxz-10.12'' 9 x9o7.o 906 U Y EA E NT- I907.7 T S -- BIT S ELLM2-8 0. 909..........................................................•• 906. -BLDSB - -BLDSB 907-1--BLDS�� - SB� cn I ---- CURB - - -- --- --- PROPOSED DRAINAGE .� x907.1 • 908.6 x 908.7 I ,.•� i - ELM3-9-9-12" x9os4 o�Q� 10 AND UTILITY EASEMENT SITE-SPECIFIC NOTES I n 10 SITE PLANNING I � I 907.6 m ...............................PROPOSED'DRAINAGE �I II I &ENGINEERING MAP10 """•'•••• ........... CjOQ, AND UTILITY EASEMENT - ____ '� 1. NO ADDITIONAL TREES ARE PROPOSED FOR LOT 1 AS THERE ARE A SUFFICIENT ....... F< ., I, 5 < - - - - �L$SB- � - _ NUMBER OF TRESS AND NO CONSTRUCTION ACTIVITIES WILL TAKE PLACE ON HE 90,E 907.23 x9DT.r x907.6 -I- 907. 907.3 -� -�- \� I LOT. ,y ❑T 1• SPLOWE ETIP41578 3 13$.00.'-ASH10 / T_ r� 407.23 / N 906.7 906.9 3© •� 105.00 SETIP415781. 2, ONE BOULEVARD TREE IS PROPOSED FOR LOT 2. ENGINEERING, INC. 240.00 907.4 M N89*27'24"W SUITE 116776 0 DRIVE 907.4 907.0 3 I x9078 LINO LAKES, MN 55014 W 9077 PHONE: (651)361-8210 a x 90 s FAX: (651)361-8701 co 60 N x 907.1 .rna 0' x 907.7 N _ Q N DECIDUOUS TREES x 907.7 6 COMMON & 906.8 I x907.3 x907.2 QTY. SYMB. SIZE ROOT BOTANICAL NAMES 0 LINDEN/BASSWOOD 2.511 BB LU Tilia americana 'Boulevard' 0 I N I(1 O N 0 LANDSCAPE PLAN V 7870 MEADOWVIEW TRAIL PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: April 14, 2021 REQUEST: Otter Crossing Final Plat CASE NUMBER: FP2021-002 APPLICANT: Tyme Properties, LLC Attn: Paul Schreier 3435 Labore Road Suite 150 Vadnais Heights, MN 55110 OWNER: Same REVIEW DEADLINE: Complete Application Date: March 11, 2021 60-Day Review Deadline: May 10, 2021 120-Day Review Deadline: July 9, 2021 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: April 14, 2021 City Council Work Session: May 3, 2021 City Council Meeting: May 10, 2021 BACKGROUND The applicant, Tyme Properties, LLC, submitted a land use application for the final plat of Otter Crossing. The plat creates a 1.46 acre parcel for the purpose of constructing a 7,800 sf commercial retail building. This staff report is based on the following information: oo Preliminary Plat prepared by Pioneer Engineering revision date March 12, 2021 oo Final Plat prepared by Pioneer Engineering received on March 5, 2021 oo Storm Water Management Plan prepared by Pioneer Engineering revision date March 5, 2021 1 oo Otter Crossing Final Utility& Construction Plans prepared by Pioneer Engineering dated March 1, 2021 oo Geotechnical Exploration Report prepared by Haugo GeoTechnical Services addendum dated March 9, 2021 oo Cost Estimated prepared by Pioneer Engineering oc Title Commitment issued by First American Title Insurance Company dated February 5, 2021 Previous Council approvals: oo September 14, 2020: Resolution No. 20-98 Approving Preliminary Plat ANALYSIS Existing Site Conditions The 29 acre site is located in the northwest quadrant of Otter Lake Road and CSAH 14 (Main Street). The site is currently vacant commercial land that is being used for agricultural row crops. The soils range from lean clay to poorly graded sand clay. Hydrologic soil groups consist of a combination of B/D, B, C and B/D. Groundwater was encountered at 3 to 12.5 ft below ground surface. Topography is general flat. Wetlands exist on the site. Zoning and Land Use The parcel is zoned GB, General Business and allows for retail business as a permitted use. Current Zoning GB, General Business Current Land Use Vacant Commercial Future Land Use per CP Commercial Utility Staging Area IA2008-2015 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use R-BR North Rural Business Agricultural Commercial Reserve South GeneralJBusiness Vacant Commercial Commercial East GeneralJBusiness Commercial Commercial 2 West GeneralJBusiness Vacant Commercial Commercial Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat and final plat are consistent with the comprehensive plan for commercial development and zoning code requirements for GB, General Business as detailed below. Blocks and Lots The final plat contains Lot 1, Block 1 and Outlot A, Otter Crossing. The outlot is for future development. Parcel Acres Purpos Lot 1, Block 1 1.46 Retail building Outlot A 25.83 Future development, wetlands & stormwater pond Otter Lake Road Right-of-Way 0.84 Road right-of-way CSAH 14 Road Right-of-Way 1.48 Road right-of-way TOTAL jlk 29.61 JJIL The previously proposed Outlots A, B, C, E and F were combined and platted as Outlot A until time of future development. The outlot will then be preliminary and final platted. This is similar to the development of Main Street Shoppes to the east of Otter Lake Road for commercial development. The preliminary plat includes the delineated wetland and acreage at 4.36 acres. Streets and Alleys A private road and sidewalk from Otter Lake Road extends west across the north boundary of Lot 1, Block 1, Otter Crossing. The private road is proposed within Outlot A. A Declaration of Driveway Easement has been drafted and will be recorded over the private road. It details the ownership and maintenance responsibility of the private road and sidewalk are the developers. The Declaration shall be revised to also include the sidewalk and a proper exhibit and legal description. The sidewalk shall also extend to the west lot line. No public street improvements are required except for a southbound right turn lane from Otter Lake Road onto CSAH 14 (Main Street) and traffic signal improvements. 3 The private road has been revised from 28ft wide back to back to 32 ft wide back to back. An additional 60 ft of road right-of-way is being dedicated along Otter Lake Road and over a 35 ft wide strip that was acquired by the City in 2013 for the purpose of constructing Otter Lake Road. Similar to Main Street Shoppes, a Declaration of Access Control has been drafted. The Declaration states the private access road to the development will have full access to Otter Lake Road upon completion, but such full access must be reduced to right-in, right- out access upon further extension of the Otter Lake Road to the north. Staff notes the private road will eventually extend north to serve future development and connect to the future full access at Otter Lake Road. Previous wetland impact concerns related to the future road extension have been eliminated because the wetland is being mitigated in accordance to WCA Notice of Decision issued January 27, 2021. Easements Standard drainage and utility easements at least 10 feet wide have been provided along the lot lines of Lot 1, Block 1. A drainage and utility easement is also provided over the private road, stormwater pond facilities and wetland. An easement will not be required over the northern wetland since it is anticipated this wetland will be impacted and mitigated in the future. An easement may be required at that time. Previously recorded highway easements and utility easements along CSAH 14 (Main Street) exist on site. Public Land Dedication An 8.5 ft wide bituminous trail approximately 3001f will be constructed along the west side of Otter Lake Road. The public trail will be installed by the developer and maintained by the City. The City will credit a cash fee of$2,520 per acre minus trail construction costs in lieu of land dedication for commercial development for Lot 1, Block 1, Otter Crossing. Otter Crossing 1.46 acres x $2,520 per acre= $3,679.20 - Trail Construction Costs = $9,113.50 TOTAL = ($5,434.30) The negative cash balance will be carried over and balanced with future phases of development. 4 Site and Building Plan Review A preliminary site and building plan review was completed with the preliminary plat review. Overall, the proposed commercial building meets ordinance and performance standard requirements. Final site plan, landscaping, architectural and signage plans will be reviewed with the building permit application. The following is narrative from the preliminary plat review. Site Plan The applicant is proposing to construct a 7,800 sf commercial retail building with 6 units on Lot 1, Block 1, Otter Crossing. The site plan indicates a drive-through service on the east side of the building which is allowed as an accessory use in the GB, General Business district. The site plan provides an area on the southwest and southeast corner of the building for accessory outdoor dining or seating facility. This will require an Administrative Permit to be submitted by the future tenant. A 5 ft wide private concrete sidewalk is shown along the north lot line. A public trail will be constructed on the west side of Otter Lake Road with connection to the development and pedestrian crossing at the CSAH 14 intersection. Lot Size and Setbacks The front lot line is along CSAH 14 (Main Street)because it is the public road right-of- way. The rear lot line is along the private road. GB Lot 1, Block 1 Requirements Otter Crossing Min. Lot Size 20,000 sf 62,181 sf 63,469 sf Min Lot Width 100 ft ft 245 ft Setbacks-Street Required Proposed Principal Building-CSAH 14 (arterial) 40 ft 440 ft 132 ft Principal Building-Otter Lake Road 40 ft 45 ft (collector) Parking Lot 15 ft 15 and 20 ft Setbacks-Side Yard (west) Required Proposed 5 Principal Building loft 75 ft Accessory Building loft NA Parking Lot/Driveway loft loft Setbacks-Rear Yard (Private Road) Required Proposed Principal Building 30 ft 50 ft Accessory Building (trash enclosure) 5 ft 14 ft Parking Lot/Driveway 10 ft 10 ft Architectural Plans and Exterior Building Materials Per the preliminary plat plan review, the retail building is single story with exterior materials consisting of brick, glass and EIFS. The color palette consists of earth tone dark gray, brown, light tan brick and light gray, medium gray, dark bronze and teal EIFS. Metal canopy and fabric awnings also accent the building. The ordinance allows for stucco or EIFS on no more than 30% of the primary front building elevation and no more than 60% of any side or rear building elevation. The primary front elevation has 14% EIFS and rear elevation has 47% EIFS and the sides have 26% and 19%. The materials and percentages are compliant with performance standards. The building height is 23' 8"which is less than that maximum 45 ft allowed. A trash enclosure is proposed on the north side of building. Construction details provided on Sheet A3 indicate light tan and brown utility brick over concrete block. The gate is painted metal deck swing gate that has 100% opacity. The enclosure is 7' 6" in height. The trash enclosure meets performance standards. Per Sheet A3, the mechanical equipment is located on the rooftop and screened by parapets. The building will be sprinkled for fire suppression. Drive-through The east end cap suite is proposed to have a drive-through for a coffee shop or fast food restaurant. Drive-through service facilities are allowed accessory uses in the GB, General Business District. The drive-through meets the performance standards except for the following comments that shall be addressed at the time of building permit application: 6 1. Details of order board intercom shall be provided. 2. Photometric plan shall include service lane lighting. 3. Additional 30 inch high coniferous landscape screening shall be provided along the Otter Lake Road right-of-way to screen the drive-through. Outdoor Lighting Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Sheet S1-1, Site Photometric Plan indicates light sources exceeding these limits and shall be revised. Light fixtures on the both the building and 28ft high poles are down lit and cutoff as required by city code. Architectural entry access lights are allowed on the front and side elevations. Off-Street Parking Requirements Sheet Al indicates 6 potential tenant spaces (5 retail and 1 restaurant/drive-through). Per Section 1007.044(6), retail stores require 1 space per 200 sf of floor area and fast food requires 15 spaces per 1,000 sf gross floor area. This would require 26 retail parking stalls and 27 restaurant parking stalls for a total of 53 stalls required. The site plan provides 71 parking stalls so this requirement is met. It should be noted that any retail space proposed for any use other than retail (i.e. restaurant) shall meet the parking requirement ordinance. Grading Plan and Stormwater Management Per the Storm Water Management Plan prepared by Pioneer Engineering revised March 5, 2021, the existing topography can be divided into 3 portions. The northern section of the property is generally flat agricultural land used for row crops. This area drains to the northeast to an existing wetland area which then flows to the north. The southern portion of the property is made up of primarily flat agricultural land that is used for row crops. This area drains to a large wetland toward the center which outlets at the southwest corner through a culvert under CSAH 14. The last portion of the property is a small portion on the east side of the property that drains to the existing storm sewer on Otter Lake Road. The parking lot runoff for this commercial development will be collected in a storm sewer system which will connect to the proposed private road to the north. This storm sewer will be routed to the west where a basin with connected filtration cell will be constructed to abut the existing wetland. This basin will outlet to the existing Wetland A. This wetland will outlet through the culvert located at the southwest, which drains under CSAH 14. 7 The original stormwater basin was designed to treat only runoff from Lot 1 and the private road. The stormwater management facility has been redesigned and enlarged as a NURP pond with filtration area to accommodate more runoff for future development. The City Engineer and RCWD have reviewed the facility and determined it is compliant for rate control, water quality and volume control. The stormwater management facilities (stormwater pond and storm sewer pipes)will be owned and maintained by the developer and covered by a Declaration for Maintenance of Stormwater Facilities. Public Utilities The new retail building will be municipally served by an 8"PVC sanitary sewer and an 8"DIP watermain located along the private road that extends from Otter Lake Road. The utilities will be owned and maintained by the City. Tree Preservation and Mitigation Standards The following Tree Preservation and Landscaping comments are from the July 29, 2020 Environmental Board staff report and April 7, 2021 Environmental Coordinator letter. A tree survey will not be required for this site,because there are no trees over 6 inch DBH to survey. Preservation and mitigation standards do not apply to this site. Open Areas Landscape Standards Open space plantings associated with the stormwater pond and infiltration basin will be addressed by future developments' planting requirements. Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. This project calls for a 30 inch high planting screen. Continuous screen has been added on the north perimeter. Planning staff also notes the 30 inch screen is required to provide year round screening and therefore, should be coniferous shrubs. This coniferous screening has been provided. Buffer and screen standards have been met. 8 Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values are calculated per tree based on the anticipated size 15 years after planting, and the distance to hardscape edge from the planting location. Vehicular hardscape planned: 3 4,276 34,310 sq ft Canopy cover requirement: 13,710 13,724 sq ft Canopy cover provided: 8-,67-5 13,300 sq ft Canopy cover requirements have not been met. The landscape plan requirements section mentions 26 trees planted, but only 23 appear on the plans or in the planting schedule. Foundation Landscaping The purpose of these standards is to soften and enhance building architecture, define access points, add color and seasonal interest, and to blend buildings in with the natural environment. These standards apply to building fronts and sides facing public or private streets. 2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The following substitutions are allowable: 1 large tree= 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs The plans indicate foundation plantings of 2 large trees and 33 large shrubs (or large shrub equivalents in medium and small shrubs). oo 2 large trees oo 5 large shrubs oo 35 medium shrubs oo 15 small shrubs These plants are all located on the west, east, and south building faces. The foundation landscaping standards do allow flexible planting locations where service areas or other constraints make the standards difficult to meet. In this case, the intensive use planned for the north and east perimeters would make foundation plantings prohibitive. The trees and shrubs on the west building face, along with the continuous buffer and screen plantings on the north and east perimeters will suffice in softening the building appearance and meeting the intent of the foundation planting standards for these building faces. The south and west building faces will have enough shrubs, however, two large trees will be required on the south building face for foundation plantings. 9 The foundation landscape requirements have not been met in terms of numbers or with respect to placement. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. Area around the storm water pond from normal water level to high water level will be seeded with MnDOT 33-261, Stormwater South and West, which is a native mix of grasses, forbs, sedges, and rushes for stormwater pond edges. Above high water level in the storm water pond area calls for 35-621 Dry Prairie Southeast. The area north of Lot 1 will also have MnDot 35-621 to create a buffer strip for Wetland A near the impacted portion of the wetland. The remainder of the site will be seeded with MnDot 25-141 Mesic Roadside General or sodded. The Seeding Plan indicates this mix covering areas of the site that call for sod on the Landscape Plan. These two plan sheets should match. Sheet L1, Landscape Plan notes irrigation designed by others. An irrigation plan shall be submitted with the building permit. Boulevard Trees Boulevard trees are not required for commercial developments. Signage A comprehensive sign plan for the entire building is required for multi-occupancy business buildings. The comprehensive sign plan shall be submitted with the sign permit application for all wall and monument signs. Preliminary review of the ground monument signs indicates they meet size and height requirements. Ground signs are only allowed along public road frontage i.e. CSAH 14 (Main Street) and Otter Lake Road. Impervious Surface Coverage The allowed impervious surface coverage in the GB, General Business District is 75%. The lot area of Lot 1 is 1.46 acres with 1.07 acres impervious which equals 73%. The proposed post-development impervious surface coverage is compliant. 10 Traffic Study A formal traffic study is not required. The updated 2020 I-35E Corridor AUAR analyzed traffic impacts for commercial development along this entire corridor. The proposed retail building is consistent with AUAR Land Use Scenarios #1 and#2 for commercial development. Otter Lake Road and CSAH 14 (Main Street) are A Minor Reliever and A Minor Collector roads, respectively and have structural capacity to handle the commercial traffic. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identifies this site as commercial in the land use scenarios. The Otter Crossing project is consistent with commercial development. No further environmental assessment is required. Wetlands A wetland delineation report was completed by Midwest Natural Resources on September 4, 2019. A WCA Notice of Decision was issued by RCWD on December 9, 2019. Two wetlands were delineated. Wetland A is 2.59 acres and Wetland B is 1.19 acres. Per RCWD CAPROC dated January 27, 2021, a complete replacement plan application was submitted to the District for proposed wetland impacts on 08-27-20 and was subsequently noticed to the TEP on 09-04-2020. The application initially included 5,270 ft2 of wetland impact associated with the installation of a private drive off Otter Lake Road. The TEP expressed concern with the proposed subdivision of the site and what that might mean for future development and additional wetland impacts. In addition, the proposed drainage map showed that the drainage to the eastern portion of Wetland A would be reduced by 46%. The applicant updated the application to show the anticipated future development of the parcel including the extension of the private drive to the northern part of the property. The applicant demonstrated that even if direct impacts to the eastern portion of Wetland A were avoided, the development of the parcel will not be able to provide sufficient hydrology to the wetland. The wetland impact amount was therefore increased to 68,685 ft2 to represent the secondary impact from effectively draining portions of Wetland A. The applicant's MnRAM analysis determined that Wetland A is moderately or severely degraded. The replacement ratio is 1:1. The application also includes the excavation of 1,670 ft2 in the western part of Wetland A. The excavation is to allow the storm sewer to work across the site. A channel will be excavated to the elevation of the outlet pipe that is located off-site in the southwest corner of Wetland A. This impact does not require replacement as WCA does not regulate excavation in type 1 or 2 wetlands if the work does not convert to non-wetland. The excavation is proposed to be less than 2 feet and will not result in converting the wetland to deep water habitat. 11 The applicant has provided an alternatives analysis, including discussion of impact avoidance, minimization and mitigation. The applicant has reasonably avoided and minimized wetland impacts to the extent possible. The applicant has addressed all comments and the TEP concurs that WCA impact sequencing is met. Wetland replacement will occur via wetland bank account#1522, in the amount of 1.5767 acres. The wetland bank is within the same major watershed and BSA of the project site. Impact/Mitigation Table Wetland Name Impact Amount Replacement Ratio Required MEN Wetland A 68,685 sf of fill 1:1 68,685 sf (1.5767 acres) (1.5767 acres) Wetland B 1,670 sf NA NA TOTAL 68,685sf 68,685 sf (1.5767 acres) (1.5767 acres) The wetlands are not within the Wetland Management Corridor(WMC) so a WMC wetland buffer is not required. A drainage &utility easement is being dedicated over the stormwater pond and a portion of the wetland. Additional easements will be dedicated in conjunction with future development of the outlots. Shoreland District The development is not located in the Shoreland District. Floodplain There is no FEMA floodplain on site. Public Safety Comments Deputy Director L'Allier notes a hydrant shall be located closer to the Fire Department Connector(FDC) on the north side of the building near the transformer. The hydrant has been relocated and approved by the Deputy Director. The Police Division reviewed the plans and had no issues that needed to be addressed. 12 Environmental Board The Environmental Board reviewed the development proposal at their July 29, 2020 meeting. The Board recommended approval with minor revisions required. Comprehensive Plan The preliminary and final plat are consistent with the Comprehensive Plan is regards to resource management system, land use plan, housing plan, transportation plan and sanitary sewer and water supply plan. Anoka County Highway Department The final plat and plan set were distributed to Anoka County Highway Department on March 12, 2021. The applicant shall receive approval from the County prior to issuance of a City grading permit. Title Commitment The City Attorney has reviewed the title commitment and final plat and notes the title commitment needs to be updated. Agreements Stormwater Maintenance Agreement Per the City Engineer letter dated April 7, 2021, the applicant will be required to have their own declaration for stormwater maintenance for the private storm sewer. Development Agreement A Development Agreement as it relates to the final plat will be drafted by the City and shall be executed by the Developer. Site Improvement Performance Agreement A Site Improvement Performance Agreement is required in conjunction with construction of the retail building. This agreement will be drafted by the City and shall be executed by the Developer. Declaration of Driveway Easement The Declaration of Driveway Easement shall be revised as noted below and submitted to the City for final review and approval prior to recording. 13 Declaration of Access Control The Declaration of Access Control shall be revised as noted below and submitted to the City for final review and approval prior to recording. 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 revised preliminary plat. 2. For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots; and Not applicable. The final plat is for a commercial development. 3. Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. The conditions of the preliminary plat have been substantially fulfilled. Outstanding conditions listed below need to be addressed prior to release of the final plat mylars. Securities will be required with a Development Agreement. RECOMMENDATION Staff recommends approval of the Otter Crossing final plat with the following conditions: 1. The private road and sidewalk will be privately owned and maintained as detailed in the Declaration of Driveway Easement. 2. The stormwater facilities (e.g. stormwater pond and pipe)will be privately owned and maintained as detailed in the Declaration for Maintenance of Stormwater and Declaration of Driveway Easement. 3. The municipal watermain, sanitary sewer and trail will be publicly owned and maintained. 4. A comprehensive sign plan for the entire building is required for multi-occupancy business buildings. 5. Any retail space proposed for any use other than retail (i.e. restaurant) shall meet the City's parking ordinance requirements. 14 6. The Declaration of Access Control regulates access along Otter Lake Road. 7. A Site Improvement Performance Agreement is required in conjunction with the construction of the retail building. The following items being addressed prior to release of final plat mylars: 1. A Development Agreement shall be approved by the City Council, executed and recorded against the property. 2. A draft copy of the Declaration of Driveway Easement shall be submitted to the City for review and approval prior to recording. a. The private sidewalk shall be added to the declaration. b. An exhibit and legal description detailing the location of the easement shall be drafted and included with the Declaration. c. The document shall be reformatted for consistency in font and size. 3. A draft copy of the Declaration of Access Control shall be submitted to the City for review and approval prior to recording. a. The document shall be reformatted for consistency in font and size. 4. Any staff comments requiring revisions to the final plat shall be addressed. 5. The title commitment shall be updated. The following items being addressed prior to issuance of a grading permit: 1. City Planner Comments dated April 6, 2021 2. City Engineer Letter dated April 7, 2021 3. Environmental Coordinator Memo dated April 7, 2021 4. Anoka County Highway Department comments 5. A copy of the RCWD permit shall be submitted to the City. 6. A recorded copy of the Development Agreement, Declaration of Driveway Easement and Declaration of Access Control shall be submitted to the City. The following items being addressed prior to issuance of building permit: 1. Final site plan, landscaping, architectural, lighting and signage plans shall be reviewed and approved by the City. The following items being addressed prior to issuance of Certificate of Occupancy: 1. A comprehensive sign plan for the entire building is required for multi-occupancy business buildings. ATTACHMENTS 1. Site Location and Aerial Map 2. City Planner Comments dated April 6, 2021 3. City Engineer Letter dated April 7, 2021 4. Environmental Coordinator Memo dated April 7, 2021 15 5. Revised Civil Plan Set 6. Original Preliminary Plat 7. Revised Preliminary Plat 8. Final Plat 16 Otter Crossing I �N i s 14 �" hC i �. . 84 n ` � .. ...._.<s:n-�ers'—� •.air.5:_ 1 in =400 ft N T� July 22,2020 CITY O F Map Powered By Data Link IN KE wsb CITY` �.sr�` •,. - Cy F I I N 0 IA K E City Planner Comments-Otter Crossing Final Plat 4-6-2021 118283- OTTER CROSSING Final Plat.pdf(3) File Name: 118283-OTTER CROSSING Final Plat.pdf Subject: Planner Cloud Correct to City of Lino Lakes Page Label: [1] Model SSING -------------------------------------------------------------------------------------------------- File Name: 118283-OTTER CROSSING Final Plat.pdf change to Lino Lakes Subject: Planner Callout Page Label: [1] Model -------------------------------------------------------------------------------------------------- File Name: 118283-OTTER CROSSING Final Plat.pdf Subject: Planner Callout is access control along CSAH i Page Label: [1] Model 14 required? v 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 CITY` �.sr�` •,. - Cy F 11NO[AKES 202133 Plan Set-Otter Crossing.pdf(10) File Name: 202133 Plan Set-Otter Crossing.pdf Subject: Planner Callout Is Sheet 2.1 Site Plan or Page Label: 1 Dimension Plan? aid �e�ao��ry ON l SP 19", ii.ux°surexnry ucnory -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf Subject: Planner Cloud Include"From Side Yard = 10 Page Label:4 ft" ii J� -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf Setback should be 30 ft Subject: Planner Cloud i Page Label:4 � I -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf Subject: Planner Cloud include side yard setback at 10 Page Label:4 ft rT 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 CIT OF IINCJI KE -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf ---- i Subject: Planner Cloud include#of required and l { Page Label:4 proposed parking stalls MA -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf �@ Subject: Planner Cloud change to 15 ft parking setback --- -i Page Label:4 I -------------------------------------------------------------------------------------------------- a�.. - File Name: 202133 Plan Set-Otter Crossing.pdf change to 15ft parking setback I Subject: Planner Cloud ` Page Label:4 -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf Subject: Planner Cloud revise using 1.46 acres w► 0 Page Label:4 It I I I 0 Y1 t - 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 CITY` �.sr�` •,. - Cy F IINCJI'AKE.1; -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf Subject: Planner Cloud extend sidewalk to west lot line Page Label:4 Te -------------------------------------------------------------------------------------------------- File Name: 202133 Plan Set-Otter Crossing.pdf Subject: Planner Callout move sidewalk off of Lot 1 - ------------ — Page Label:4 STREET A PRIVAT M d 'An d xw aoanrs 600 Town Center Parkway,Lino Lakes,MN 55014 Phone:651-982-2400•Fax:651-982-2499 ws Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Diane Hankee, City Engineer, City of Lino Lakes Date: April 7, 2021 Re: Otter Crossing Final Plat Review 16587-000 WSB has reviewed the Preliminary Plat and Utility Plans for the Otter Crossing development in Lino Lakes, MN, prepared by Pioneer Engineering received on July 20, 2020. Pioneer Engineering responded and sent updated plans March 11,2021. The following comments are based on review of the following plan sets and documents: 0 0 DO Otter Crossing Final Plat& Site Plans prepared by Pioneer Engineering dated December z 16, 2020, revised March 1, 2021. m 00 Storm Water Management Plan prepared by Pioneer Engineering dated July 6, 2020, 0 revised March 5, 2021 00 Stormwater Pollution Prevention Plan prepared by Pioneer Engineering dated March 5, Ln 2021 co DO Preliminary Geotechnical Exploration Report prepared by Haugo Geotechnical Services ao dated February 7, 2020, amended March 9, 2021 N cD The following review comments should be responded to in writing by the applicant. Pioneer Engineering responses to August 6, 2020, comments in Red. WSB responses in Blue. Engineering z • Grading a a The Otter Crossing development includes site grading for the private street, the proposed z building and parking lot, and the stormwater basin. a Comments: 0 1. N W A-1 62 sen+eur en +he east si.Je A,f+he h ilr+in.. H The plans have been revised. The 918 contour ties in at the curb lino N 2 AnnliGan+shall chew the lera+ien of the NU/1 of Rosin 1 P. H W Stormwater Management 0 The stormwater on the site flows to three different locations from the site. The northern W section of the property drains to the northeast to an existing wetland area which then flows co to the north. The southern portion of the property drains to a large wetland toward the Ms.Katie Larsen 4/7/2021 Page 2 center of the property which outlets at the southwest corner through a culvert under CSAH 14. A small portion of the east side of the property drains to an existing storm sewer on Otter Lake Road. The surface water will flow to a new stormwater basin. Storm sewer is proposed to collect water from the parking lot and private road and then direct it via overland flow to the proposed Basin 1 P. Basin 1 P is designed to discharge southwest to the existing wetland, Wetland A. Basin 1 P is designed to meet City requirements for water quality, volume control and rate control. After the project is completed, the site will include approximately 1.3 acres of new impervious surfaces including the streets, paths, parking lots, and rooftops. The full build out for the Otter Crossing site, as shown in the WCA Notice of Decision Wetland Plan is anticipated to have approximately 7.35 acres of new impervious surfaces. Basin 1 P is designed to accommodate the 7.35 acres of new impervious for the future build out for the site. The current RCWD CAPROC is for the 1.3 acres of the proposed site disturbance with this first phase. Groundwater was encountered at depths ranging from 3 to 9 feet below the ground surface. Approximately 1" to 1.5" of topsoil was encountered. Below the topsoil, soils consist of native glacial till with lean clay, sandy lean clay, clayey sand, silty sand, and poorly graded sand with silt. The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design the storm sewer conveyance system and basin. 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) 2-Year 10-Year 100-Year Condition North South North South North South Development ment 0-32 0.46 2-.72 29.25 0.70 0.6b 6-.62 57.14 4�5 1.87 1212.18 .75 Development 0.27 2-.36 4.75 0.40 6�9 8.30 0.69 16 2.93 Note: This table considers the entire Otter Crossing site and future development. Post-development stormwater discharge rates are less than the pre-development rates. Comments: The City does Ret ol!Gw 12 inGh diameter storm sewer as part of the p bliG system mn 'I F_innh rliomete-pipe. The 12 inch none has been revised to 15 inch 2. Basip I P assumed to be temporary based on the proposed location and concept plans fer this area. What is the appliGant's ultimate stermwater maRagement plaR fnr WS cite)The + d ' shown the rl Ion rrn�rrr vrc�-rrT�pcni-roaircnr-pvrtv�svnvwrr-vrrcrr��cv�vea�nrur� Basin 1 P is shown as permanent and being graded to future build out conditions with this project. Otter Crossing Engineering Review Ms.Katie Larsen 4/7/2021 Page 3 3. Note that all future developments require review for compliance with the Otter Crossing Stormwater Management Plan and will have to meet the impervious surface requirements for the site, or will have to re-evaluate the stormwater BMPs as needed. 4. The City recommends removal of filtration draintile noted on plans and in stormwater management report. Filtration area cannot drain per RCWD and MPCA recommendations because the draintile basin surface area is shown at 910, and the NWL of the basin is 910.75 5. Notes for 100yr HWL and NWL are covered by contour lines. Fix label so they are visible. NWL is noted as 910, but HydroCAD model and OCS-100 show NWL at 910.75. 6. In Section 2 of the Stormwater Management Report, the "Basin Treatment Volume" table uses a proposed volume based on NWL of 910.0. Confirm NWL of the basin. 7. Show elevation of grate overflow on OCS-100 Detail to confirm HWL of 912.2 does not flow into grate. If elevation of grate overflow is less than 912.2, add grate overflow to HydroCAD model and update HWL. 8. Grading Plan Sheet 3.1 shows a note for Basin 1 P EOF at 910.1. Update so that EOF note is at 913.5 elevation spot noted. • Water Supply There is existing 16-inch diameter ductile iron pipe (DIP)watermain along Otter Lake Road east of the site. There is an existing 8-inch diameter DIP watermain stub at the intersection of Otter Lake Road and the existing private road. The City of Lino Lakes Comprehensive Plan does not designate any trunk watermain going through this site. The applicant is proposing an 8-inch diameter PVC watermain to serve the development. The watermain will extend from the east(Otter Lake Road) along Street A(the private road) and dead end at the end of the proposed private road. A 6-inch diameter PVC watermain service is proposed to service the building. Comments:1. The Deputy Director of Public Safety_ Fire ire division has reviewed the hydrant layoutlayout and has suggested moving the proposed hydrant on the oast side of the building to the north side of the building n the seeded area between narking stalls The hydrant was m red to the north side of the building • Sanitary Sewer There is an existing 8-inch diameter poly-vinyl chloride (PVC) sanitary sewer stub at the intersection of Otter Lake Road and existing private road. The invert of the stub is approximately 898.04 and is to be field verified. The applicant is proposing to serve the development with 8-inch diameter PVC sanitary sewer. A 6-inch diameter schedule 40 service pipe is proposed for the proposed building. Comments: 1. Applicant shall consider a cleanout for the sanitary service. The plumbing contractor will determine a location for cleanouts per the plumbing code. 2. Grease Traps should be internal to the building and will be reviewed with the building permits. Otter Crossing Engineering Review Ms.Katie Larsen 4/7/2021 Page 4 • Transportation A specific Traffic Study was not completed for the proposed Otter Creek (Lot 1) site. However, the 1-35E Corridor AUAR completed an analysis for the impacts of the anticipated development of the entire corridor including the Otter Lake Road commercial area. Based on ITE 10th Addition Trip Generation rates the proposed Otter Crossing (Lot 1)would generate approximately 1,114 daily trips, 79 AM peak hour trips and 81 PM peak hour trips. Otter Lake Road is currently classified as an A-Minor Collector roadway and is proposed as a future A- Minor Arterial Expander roadway in the 2040 City Comprehensive Plan. Main Street (CSAH 14) is classified as an A-Minor Arterial Connector roadway now and in the 2040 City Comprehensive Plan. Based on the AUAR and the City's 2040 Transportation Plan, Otter Lake Road is proposed to be extended north to 80th Street as development occurs in the area. In addition, a southbound right turn lane approaching Main Street (CSAH 14)was identified as a mitigation measure in the AUAR. The addition of the right turn lane will add necessary intersection capacity for the proposed Otter Crossing development. With the proposed improvement all intersections and roadways are anticipated to meet the City's Ordinance requirements for Level of Service and would have the structural capacity to accommodate the proposed Otter Crossing (Lot 1) development. Additional analysis will be required as development continues and Otter Lake Road is extended. Street A is proposed to be 28-ft wide from the back of curb to the back of curb. The entrance to the parking lot is proposed at 24-ft wide from the face of the curb to the face of the curb. The Street A used to access the site will be accessed from Otter Lake Road. As discussed above, the applicant is proposing widening Otter Lake Road to allow for a right turn lane (to westbound Main Street(CSAH 14)), a through lane, and a left turn lane (to eastbound Main Street (CSAH 14)). Comments: 1. The private drive to the new Otter Crossing will be a right in/right out in the future when Otter Lake Road is extended. The full access will be 660' north of Main Street (CSAH 14). With future development, Street A will need to have access to this full access intersection. A north south roadway connection will be developed as the site development progresses 2. Applicant shall update the width of Street A to match the width of the existing private road to the east of Otter Lake Road (30' F-F). Revised Please update the road width to be 30' F-F to match the east side. 3. AppliGaRt shall provide geeterUhnirUal for private read E;eGt*GR current City of ke t-and-ard- C deatail r'_EN 1 updated or use Leo-�acr•.�.�cvrn-rvra$-.-a�P.e�rcm�rv�rri-'cr'paus err2020. Public reads shall Uoo+ho City 9f I i E) Lakes st-an lards /il 5" hit imiRo s, 9" aggregated 24" seleGt granular). GGGtonhninol n onto a yi.dorJ 4. Applicant to review how right turn lane radius ties into the existing Main Street (CSAH 14) intersection. The pedestrian ramp and traffic signal system will also require revisions. Coordinate intersection improvements impacting Main Street (CSAH 14)with Anoka County. We will need to utilize WSB or another consultant for the signal work. WSB cannot assist with the signal plans. Applicant to address. Otter Crossing Engineering Review Ms.Katie Larsen 4/7/2021 Page 5 5. Applicant shall show proposed southbound Otter Lake Road layout (right turn arrow, thru arrow, left turn arrow) on the site plan and include length and width of lanes. Turn lane plans have been prepared a. The right turn lane width should be 13.5' to the face of curb. b. Applicant to add note about pavement marking material type. c. Applicant to call out that B618 curb is being used on Otter Lake Road. d. Applicant to show where the road section changes from 4.5" of bituminous pavement to 3.5" of bituminous pavement. e. Applicant to describe or show the slope of the proposed turn lane (2% is the City standard and should be the existing slope). 6. Applicant to install an 8.5-ft wide trail between the private road and Main Street (CSAH 14). A striped pedestrian crossing shall be installed across Otter Lake Rd at Main Street (CSAH 14). Applicant shall work with Anoka County to address associated signal updates. Turn lane plans have been prepared Work with Anoka County on signal updates. 7. Applicant shall provide an ADA compliant pedestrian curb ramp at the intersection of Street A and Otter Lake Road. Turn lane plans have been prepared 8. AppliGaRt shall provide widths of the drive thru and three gh IaRec ran the plan Staff recommend12 t wide lanes. Shown on the_r Ids 9. Onnlirant to review garbage try Gk arreoo to enrlosiire vaith r-irrent layout. The trash enrlosUre has hoer, revised. 10. Applicant to adjust sidewalk on the north side of the site so that it is all located within Outlot A. In addition to adjusting the sidewalk location, applicant shall extend the sidewalk to the west lot line and include an ADA pedestrian ramp on the west side of the driveway. • Wetlands and Mitigation Plan Midwest Natural Resources prepared a Wetland Delineation Report dated September 4, 2019. A Notice of Decision was issued by RCWD on December 12, 2019. Per the report, two wetlands were delineated on site totaling 4.29 acres. Wetland A is a Type 1/2/3 seasonally flooded basin/fresh wet meadow/shallow marsh wetland complex and is approximately 2.59 acres. Wetland B is a Type 1/2/3 seasonally flooded basin/fresh wet meadow/shallow marsh wetland complex and is approximately 1.70 acres. Wetland A is located in the center of the site and Wetland B is located in the northeastern part of the property. Both wetlands extend off of the property. The project area is not located within the Lino Lakes Comprehensive Wetland Protection and Management Plan (CWPMP). The applicant is proposing 0.12 acres of disturbance to Wetland A and will be purchasing wetland banking credits. Comments: 1 Annlirant to r.,.,firm if 10- ft buffer easement r red from ..fetlan.t boundaries A 10 feet drainage and utility easement has beer, provided. • Landscaping Otter Crossing Engineering Review Ms.Katie Larsen 4/7/2021 Page 6 The applicant is proposing to plant overstory trees, ornamental trees, shrubs, and perennials to meet planning and zoning requirements and to provide screening of the parking lot and drive-through. Seeding is proposed to restore all disturbed areas. Comments: 1. stanee Ta Af Otter Lake Rd -and nain �Street ir�cou 144 shall l be provided or labelled OR the plaR to determine if it is aEceptablo The f ity'o erd'RanGe requiresa 30 f+moor Z e from the honk of the n irh at intersen+iens The appliGan+shall p wide a Glear(ne v ge+a+ien a ether)triangular sight lino of 100 fee+ a+ GO Rty roadways See the revised lanrlsnape plan • Floodplain There are no existing floodplains on Otter Crossing. • Drainage and Utility Easements Drainage and utility easements are proposed within the site where there is proposed storm sewer and stormwater management facilities, proposed watermain, and proposed sanitary sewer. The applicant is proposing to include Drainage and Utility easements over all of Outlot D and a portion of Outlot A. The comments below are based on the knowledge that the plat will be revised so that Outlots A, B, C, E and F, shall be platted as one outlot until time of future development. The applicant is dedicating a 60-ft right-of-way along Otter Lake Road. The southern 56 ft of the right-of-way being dedicated is 66-ft wide. Comments: 1. Appileant shall inelude a tFail, drainage, and utility easement ever the A 5 ft wide trail alGRg Otter Lake Dead The+roil is .Vithin the Fight of way See Gemmen+'2 under the GFa. 'Rg %GtOGR. The easement meets this requirement 00 Development Agreement A Development Agreement will be required with the final plat. 00 Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The applicant will be required to have their own declaration for stormwater maintenance for the private storm sewer. A Stormwater Maintenance Declaration will be required at the time of the final plat. • Permits Required Otter Crossing Engineering Review Ms.Katie Larsen 4/7/2021 Page 7 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction 3. Minnesota Pollution Control Agency Sanitary Sewer Extension Permit 4. Minnesota Department of Health 5. Rice Creek Watershed Permit 6. Anoka County Right-of-Way Permit If you or the applicant has any questions regarding these comments, please contact Diane Hankee at(651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Otter Crossing Engineering Review Environmental C I T Y' "`\\� O F JIN I KES Memo To: Katie Larsen From: Andy Nelson Date: 4/07/21 Re: Otter Crossing Environmental Comments RECOMMENDATIONS The following recommendations were made by Lino Lakes Environmental Board and Environmental Coordinator on Wednesday, July 291h, 2020 for the Otter Crossing Preliminary Plat. Environmental Coordinator comments from 4/07/21 in blue. 1. Canopy cover standards have not been met. More trees will be required. More trees added. Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values are calculated per tree based on the anticipated size 15 years after planting, and the distance to hardscape edge from the planting location. Vehicular hardscape planned: 34,''� 34,310 sq ft Canopy cover requirement: 13,724 sq ft Canopy cover provided: 8-0-675-,q-ft 13,300 sq ft Canopy cover requirements have not been met. The landscape plan requirements section mentions 26 trees planted, but only 23 appear on the plans or in the planting schedule. •Page 1 2. Foundation landscape standards have not been met in terms of numbers or with respect to placement. More plants will be required. More landscaping added Foundation Landscaping The purpose of these standards is to soften and enhance building architecture, define access points, add color and seasonal interest, and to blend buildings in with the natural environment. These standards apply to building fronts and sides facing public or private streets. 2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The following substitutions are allowable: 1 large tree= 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs For-320 lineaf feet of appheable foundation, 7 large tfees and 20 large shmbs (of aeeeptable substitutes) are r-equired for the north, east, and seuth building faces. The plany-indieate: 3 nedium tr- These sttbstitatiens-are egtfiyalent to.! 1 large tree The plans indicate foundation plantings of 2 large trees and 33 large shrubs (or large shrub equivalents in medium and small shrubs). 2 large trees 5 large shrubs 35 medium shrubs 15 small shrubs These plants are all located on the west, east, and south building faces. The foundation landscaping standards do allow flexible planting locations where service areas or other constraints make the standards difficult to meet. In this case, the intensive use planned for the north and east perimeters would make foundation plantings prohibitive. The trees and shrubs on the west building face, along with the continuous buffer and screen plantings on the north and east perimeters will suffice in softening the •Page 2 building appearance and meeting the intent of the foundation planting standards for these building faces. The south and west building faces will have enough shrubs, however, two large trees will be required on the south building face for foundation plantings. The foundation landscape requirements have not been met in terms of numbers or with respect to placement. 3. Open spaee plantings will be r-equifed in the ster-ni watef pond afea if this is Open space plantings associated with the stormwater pond and infiltration basin will be addressed by future developments' planting requirements. 4. Bttff-er-ser-een will need to be added for-the north per-ifneten Buff-er ad Ok. Buffer and screen plantings added to north perimeter are continuous. 5. Clafify areas te be seeded with MnDOT 25 14 1 er-sedded. The Landseape Plan. and Seeding Plan do note ffently ma4eh.Distefbed-ar will be s..dd shown on the landseape plan. Ok. Sod for the building site disturbed areas and seed mixes identified for the stormwater pond area are acceptable. 6. The wedand does not appear-to be in the Wedand Management Geffider-. wod.,n buff-er- f 10 feet would moot City or-d ranee Ok. 7. Appheant may want to eensider-r-eplaeing N�Blaze maples with anethe suitable speeies due to the many stmetffal problems that are eommon to AtAHM...n. Blaze—Siibstitu4e made Ok. Substitute species are acceptable. kadseapes. We are ttsing hardy speeies that will enhanee the building a-Rd pr-epei4y. Ok. will two designed by ,, t,-.,ete- .,n . will ineWde ., a-Ft; ., eontr-oller. Ok. 0 Page 3 20 - - - 114 � xe Z■ I z r �� — m y ¢' § T— mpress ay OTTER CROSSING \ N IN f o E ♦ w I♦ zl I fFINA UTILITY & CONSTRUCTION P AN ,*•� 44. N ve Unity Ave ir L 42 Farnham An 9'I I h 45, Rosemary WAY LL 4 Q I 46, Empress AVE N LINO LAKES MINN SOTA L � 3 n o y 1 ■113 . - - 1_ 18 HUGO 1, 124 I 2 19�rst N p I — — — — yyiltiowG SITE r 46BOEO y1�� cD ' I ` M �D+ ' D \ \ Main St e- 8 I Vain St r- 7� I \ \ Northern ' ' F;nchma�rench�an Rd N \ e I I \\) a 3 n Rd N N aCnmmgrr.� a) ° ■ I ,\ m rn Phnlpq Rd < I \ L Y o O � u D \ n a` ❑ I I � ar en n I 37. E§mcrest Ave N1 38.D ` 39. 142nd nti Stl N R Pf I i \ 40. Cottonwood AV■ \ �I WETLAND B LOCATION MAP D I \ o OU TLOT A \ \ I \ I ° I \ I I � I I I \ \ I \ I ° I \ I I I 0 37.5 75 150 ° I GRAPHIC SCALE IN FEET p �,9 I o SHEET INDEX \ 0. 1 COVER SHEET \ I ° 0.2 LEGEND 1 . 1 EXISTING CONDITIONS \ _ 2. 1 SITE PLAN 3 . 1 GRADING, DRAINAGE AND EROSION CONTROL PLAN 3 .2 SEEDING PLAN \ o '' ,' 4. 1 GRADING DETAILS / o J 5. 1 SANITARY SEWER & \ BASIN 1 P STREET A PRIVATE o WATERMAIN CONSTRRCTION 6. 1 -6.2 STORM SEWER CONSTRUCTION I o 7. 1 STREET CONSTRUCTION i D � 8. 1 TURN LANE CONSTRUCTION WETLAND A �, 9. 1 WETLAND PLAN \ I , 10. 1 - 10.4 CITY DETAILS ' L 1 . LANDSCAPE PLAN — � - - - LOT 1 I �D I \ \ / 4 � \ I I \ I oh — / oh o 0 0 oh oh oh-oh—oh / ,o , , \ ��������� �������� BENCH MARK TOP NUT HYDRANT IN N.W. \ — — — — — — — — — QUAD. OF OTTER LAKE ROAD \ MAIN STREET ' NORTH OF MAIN& PRIVATE ESTREET 370 F Know whats below. P119NEERengineering Call before you dig. EL=920.47 0 1-ENG-1 18283-SHEET-COVER CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS i isons (651)681-1914 I hereby certify that this plan was prepared by Rev Date 12-16-20 TYME PROPERTIES LLC 2422 Enterprise Drive me or under my direct supervision and that I Name `� 1.03-01-2021 Plan Revisions OTTER CROSSING Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Paul J.Chem Designed PJC COVER SHEET 3435 LABORE ROAD SUITE 150 0.1 OF 17 www.pioneereng.com under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. z C.S.A.H. NO 14 !7 ; Q SITE (MAID STREET) CD CN N L� OF THE NW /4 OF NE\1/4 SEC. 24P�31, GE. 22 1 \\ \</ Y N88° 28 E „�'j 1198. ��. , , �✓� '— — — — ITC.S.A.H. Q 5 I T r .� L EET) LIJ LLJ t9h 9_ /U f I � LLN I n �, 1 \ Lj / lfl 1 L1_ z 1 t > J I / o 't4 ( I �� I I \ �\ WETLAND B SECTION 24 TWP. J1 RGE. 22 / I�\ (� ( 1 \ l 9 9 Z�f I \ \ �\J 1 80573 SF ' 11 LOCATION MAP i NOT TO SCALE �914.02 Z J \ th10 I L` N �_ O LLi `e w N LEGEND LIJ ' 0 Denotes restricted access LIJ 0� I • ,O_J Denotes concrete on Denotes overhead utility lines 9 Denotes underground gas line �9191040— ✓ �912.24 l Denotes fence chain I l \ \\ \ \ th 7 l / I th6I� Denotes bituminous # (chain) >�Denotes storm sewer line 5 ) 9 L LIJ / Denotes utility pole O Denotes sanitary or storm manhole L V ILij / Denotes found iron pipe �J p p ® Denotes catch basin beehive _ \ >�\ \� �<� 910 / Ln 00 60 ` \ Denotes catch basin o° L I \ Denotes pk nail l I NINE OF THE S 627 FT. n ° Denotes light pole Ll Denotes flared end section LIJ / -- _ / OF NW 1/4 OF NE 1/4 i�� I Denotes hydrant 1 1 Denotes sign BENCH MARK \\ / /� 35 w Denotes Test hole< Denotes mailbox TOP NUT HYDRANT IN N.W. _ \ I J ;�;,� ,' � �g�2'-J ���• � � \ , QUAD. OF OTTER LAKE ROAD �\ L0� & PRIVATE DRIVE 370 LF ` NORTH OF MAIN STREET WETLAND A \ 5� EL=920.47 EE �_ �'•�.�\ \\\ Fr' '� �/ �'t� 109130 SF W LINE OF THE E 35 FT. OF <'C' 2.5053 AC NW 1/4 OF NE 1/4 cD e 6I / CL EXISTING ZONING: CB (GENERAL BUSINESS) 912.59 _ o�7�'' I y \ fes27"rcpse r I _ _�� F 9h 1.81 F v ^ 9 cbtc LLJ s< \ OV TAP PE (O LI "Q�(�y K T,4 W%PQ�ISION PUR$a, E Loc°oo —Y PROPOSED LEGAL FOR PRELIMINARY PLAT PURPOSES ONLY: Tot STO;fUTE 117.042 PER F NAL o < I 'mod I - CN C TIFICA�E 538060.004 6 �= That part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, I MI I I N LI�1E OF THE � I <� Anoka County, Minnesota, lying Easterly and Northerly of the following described line: Commencing at _ „ ,T THSSW BLDG SOU/fH 1 1 FT. s �> the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence on an assumed / '1 �iv;Kn ;v;�T`; r:i:�rll o� I " bearingof North 89 degrees 51 minutes 09 seconds East, along the North line of said Northwest I J �I /l I f T ., -,� LINE OF 919.8� o� �� L c 920 9 9 911.99 , �,n., t�l n n y� th1 \ � � Quarter of the Northeast Quarter a distance of 118.28 feet to the point of beginning of the line to �th3/ \ vl vvn I n I \vv. ;E E 66 FT.(0 �I r%lcn I I I I / �� , 915.20 I _7 be described; thence South 12 degrees 37 minutes 22 seconds West a distance of 143.13 feet; l � � <c � � II � - S88 23 21 202•�0� HIGHWAY EA�tMT PER � �TILITY�ASEMENT�P3�R� �i� I � � / thence South 8 degrees 26 minutes 35 seconds West a distance of 279.89 feet; thence Southerly ` / ANOKA COUNTY HIGHWAY \ DOC.\0. 484213.�06 ` I J J f along a non-tangential curve, concave to the East having a central angle of 22 degrees 32 minutes, I y� o�sz -"RIGHT-OF -WAS AT NO. �� 56.28 �' $0.0 +O a radius of 866.93 feet and an arc distance of 340.95 feet, the chord of said curve bears South 6 \ / �\ 111.15 175.89 / .� �00°06'05 E 'I 6 I Gr0�o �\ degrees 16 minutes 09 seconds East; thence South 17 degrees 32 minutes 09 seconds East and 'fe 24"ro 9 » / 75 t \ s V 21�, \� r_=--ZC= I38�\ �`�- �35 W �R= 1369.16� i ° , 5„E 1 � 17. ` I Naa ` tangent to last described curve a distance of 357.32 feet; thence North 89 degrees 17 minutes 02 / / \ l L $$ 22 seconds East a distance of 431.60 feet; thence South 0 degrees 42 minutes 58 seconds East a / \ I 922 pe—W - — - o, - _ distance of 230.93 feet, to a point on the South line of said Northwest Quarter of Northeast Quarter, 91 W_ + s ' 2 05 ' s�ll ��' I l y ; I �� mne distant 690.47 feet West from the Southeast corner of said Northwest Quarter of the Northeast _ I —17 R � Quarter and said line there terminating, Anoka County, Minnesota. I r- n\i I n T n In y^J y / t o ` \� 10TA0 II \ % A /�%\I It,IT\/ )I/\I IT !1_ , ���•�� niVvt{.n •_.VVIV I I I\�Vrl 9,00�05E EXCEPT: p •77 4" / +2 of f Parcels 10A, and 10B, Anoka County Highway Right-of-Way Plat No. 75. 9 „w C.S.A.HA40. 14-(MAIN STREET) 50°18 $ �1 o� -� — - - , LINE OF THE NW S$$°56'41"W 690.47 69�4� SE CORNER OF TIE OF THE N E 1/4 /// j+ T-ern i 1/4=THE E�,L4 n n I/\�<nLll/\1 IT nr\VM n�I V�.I =tom _— --_._.,_ nl v\./f\nA \�vvl/\I I n I\Ivrl I \Ji �l\ ic 1 n l n `:^ I / I\.L_..i. I vv. rU � LIJ / IrLd 0 50 100 200 PISNEIERengineering GRAPHIC SCALE IN FEET EX-SURV- 118283 -BASE.DWG CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITEC'1S ( 651)681-1914 I hereby certify that this plan was prepared by Revisions Date 12-16-20 TYME PROPERTIES LLC OTTER CROSSING 2422 Enterprise Drive me or under my direct supervision and that I Name 1.03-01-2021 Plan Revisions Mendota Heights,MN55120 Fax: 681-9488 am a duly Licensed Professional Surveyor eterJ.Hawkinson Designed Pic EXISTING CONDITIONS 3435 LABORE ROAD SUITE 150 1 . 1 OF www.pioneereng.com under the laws of the State of Minnesota Reg.No. 42299 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES 1 ,MINNESOTA ©2019 Pioneer Engineering,P.A. I I � - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I A Y O / \� STREET A PRIVATE CONCRETE 6612 I A \ CURB & GUTTER TYP. i \ _ I 0.50% .85 0.50% co U4 0.50% .34 1.15� 3+00 H.P. 2+00 m o LaR40 I <� o — � I ADA PEDESTRIAN RAMP Cc) I ADA PEDES-RIAN RAMP j 111, Q�h 5' CONCRETE SIDEWALK d250:8 STOP SIGN ° �, ' \ I 30' ISIGHT TR NGLE - - - - - - - - - - I - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - � 24.0 ��10' PARKING SETBACK — — — I � i i j `° ' �,X F—F 40' U I D I G S\EEB ACK I I I j TRASH ENCLOSURE _ I IAllI v — — — I h s, 8.5' BITUM OUS TRAIL r® I I \ I I I O I I I I I I I I I I LLJ O U T�O T A I 24.0 I 40' I UIDINGi SETBACK I DRIVING LANE I i i j I Q LOT 1 10.0' LLJ ° CONCRETE SIDEWALK I I I 18.0' 1 1 a I I j� I N — I Q I I I 10 PARKING SETBACK I 0 C1I I < `° I °, a a ° ° a a I I J I a ° ° ° ° ` 4 a Qa ° Q a a I j I I ' ZONING: GB—GENERAL BUSINESS a d ° a a ° ° ° a 0' I I I MINIMUM LOT SIZE: 20,000 S.F. -— ° — — — — — 4 ° — — I NE I I ! MINIMUM LOT WIDTH: 100 FT. I SETBACK REQUIREMENTS I\ C> I 12.0' i FROM STREETS \ I I I LANE I I I I PRINCIPAL BUILDING—LOCAL STREET 30' PRINCIPAL BUILDING—COLLECTOR 40' �� ��s• 1� I I I I N L4 PARKING LOT/DRIVEWAY 15' y o I I I I I c PARKING SUMMARY rn I I I I I r HANDICAP PARKING STALLS 4 � I z .� STANDARD PARKING STALLS 67 I I I I I I 1 z I M Q TOTAL PARKING STALLS 71 24.0' ly DRIVING LANE I I I j m 8.0 18.o I I I it 6.0 I I LOT 1 IMPERVIOUS CALCULATION MAXIMUM IMPERVIOUS = 75% LOT AREA 1 / I I LOT AREA = 1.43 AC TOTALMAXIMUIMP RVIOUS US 1.05 AC AC (1.43 x 0.75) — � < N ��. / a � Rao 6' / r o r / s ( l / 100' 4IGHT T IANGLE 40' BUIDING SETBACK z m _ / v — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ——— — — — — — — — — — — — — / I I - - - - / - - - - - - - - - - - - - - - - - - - - - - / POI — — — — — — — — — 10 PARKING SETBACK 245.1 // 24" S1 BAR ° / I �', oh oh oh oh oh oh oh oh oh oh oh oh oh—oh doh bfa oh oh fo oh •° °•Q / fo � // < ° • ° °. ' ,' � 1 1 1 1 1 11 1 � 1 1 1 1 1 1 1 1 1 1 ° ° ," • ' • �— g / °A I I 0 • 0 10 20 40 / I I / ° • a I PEDESTRIAN CROSSWALK ADA PEDESTRIAN RA P I GRAPHIC SCALE IN FEET I BENCH MARK MAIN STREET I TOP NUT HYDRANT IN N.W. I v QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF PISNEER NORTH OF MAIN STREET en ineerin EL=920.47 O]-ENG-118283-SHEET-SITE CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS R (651)681-1914 I hereby certify that this plan was prepared by evisions Date 12-16-20 TYME PROPERTIES LLC 2422 Enterprise Drive me or under my direct supervision and that I Name `� 1.03-01-2021 Plan Revisions OTTER CROSSING Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Paul J.Cheme Designed PJC DIMENSION PLAN 3435 LABORE ROAD SUITE 150 2,1 OF 17 www.pioneereng.com under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. �— 914— � \ _ I - j \ OUTLOT/A / - - -, l I I / 2 / \ /12 912 I � r x02.00 J � � / o \ 1 \\\ x02.00 ( \ /� \ / \ \\\ \ 916 x10.00 x02.000.00 LO l \ \ x o IX 13.5 I I I 13.5 I I J \ \ I > �910 13.50 �il 13.5 ,� x07.00 I OUTLOT A L- - - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - >/ - - - - - - -/� - -7 MN � L �9y ' \ 050 �.8i5 0.50% 0.50% 17% / BUILDING REQUIREMENTS x ' ► ' ----<�— LOW OPENING HWL + 2' lL \ \ 13.5 07.00 / e+so s+oo / 1 1 0 +ao a+ao 3+00 p__ +oo r L1. 0 8"1 Pvc� l EOF + 1' 912 x13.50 x,3.5 7� ITJ \ �13.50 1 II AI' 9101 _- - -- V E.OF. --- 1-- --- - f �I 11111 � x19.04 x18 ,x18.28 ,. � I I � h r► II WETLAND ALLJI \ \ I I I I Y 1 J r l 1 I 13.5 I - / I \ c� i I a •J / \ I I � T , I ,/ S0G / �— 1 I I LE =91 .5 OU TLOT A xis. 6 I w LO 1 1 I � 00 9 18.37 18.66 18.76 � 1 I x � ,80 p x,8.6 i I l x17.56 x 8, x18. / R= 8.9 914 �_ 1 ` ohm oh — g16 — /7' g I I Q oh °h' —off o oh ah���eh��h_ I1� — —� �r oh ohroh _ —�Qh�---_ — 7 i' IIIII lll, 1 111111111 — — '�� LO f MAIN STREETLO \ I \ � �i— � —� _ — 0 25 50 100 �920� / �_—� _ �— �- - — — �_ — —� v— ^' 19 / GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF PISNELRengineeringNORTH OF MAIN STREET EL=920.47 01-ENG-118283-SHEET-GRAD CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions 651 681-1914 I hereby certify that this plan was prepared by Date 12-16-20 GRADING DRAINAGE AND TYME PROPERTIES LLC 2422 Enterprise Drive ( � me or under m direct supervision Name `� 1.03-01-2021 Plan Revisions , OTTER CROSSING Fax: 681-9488 y peional E and that I Paul J.Cherne Mendota Heights,MN 55120 am a duly Licensed Professional Engineer Designed PJC 3435 LABORE ROAD SUITE 150 3.1 OF 17 www.pioneereng.com under the laws of the State of Minnesota Rcg. No. 19860 Date 12-16-20 EROSION CONTROL PLAN VADNAIS HEIGHTS,MINNESOTA 55110 Drawn MSN LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. SEEDING NOTES: USE TEMPORARY SEED MIX 22-111 FOR PONDS AND OPEN SPACE TO STABILIZE OUTSIDE OF NATIVE SEEDING DATES: MINNESOTA STATE SEED MIXTURE 22-111 ® 40 LBS. PER ACRE OR APPROVED EQUIVALENT DOUBLE SEED RATE FOR DORMANT SEEDING AFTER NOVEMBER 1ST. MULCH SHALL BE MNDOT TYPE 1 ® 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR 280MMIF �I 1 / APPROVED EQUAL, INSTALLED TO MINIMU, 90% COVERAGE OF THE SURFACE AREA DISTURBED �— 914— — � U • TYPE 1 FERTILIZER, 10-10-20 @ 200 LBS. PER ACRE I � \ OU TLOTr/A / � � �� I, U ++++++ OPEN SPACE AREAS TO BE SEEDED WITH MIX 35-621 (FORMERLY U6) OR EQUIVALENT INFILTRATION BASINS AND POND ABOVE NWL BE SEEDED WITH SEED MIX 33-261 OR EQUIVALENT. SEE GRADING PLANS FOR MORE STORMWATER MANAGEMENT DETAILS PERMANENT SEEDING AREAS TO BE SEEDED WITH MN MIX 25-141 \ 1 1 + + + ��90� + l +�� p2 X02.00 +++++ \ \ � + '' 9 '+++++ J �— \� \ + + + \ — + 4+ / I ++ o r+++++ ✓ LEGEND 1 \\\ 02.00 �+ + + + + X +++++ 00000000000 ROCK CONSTRUCTION ENTRANCE \\\ + + 02.00 I+ ❑❑❑❑❑❑❑❑❑❑❑ +\ + X ++++++ 300000000000 INSTALL BEFORE START OF GRADING + + ++ + I ❑❑❑❑❑❑❑❑❑❑❑ \ \ \ +++ I++++++ 1 \\ PERIMETER EROSION CONTROL FENCE. \ \\ \ +++ R I +++++ 1 \ INSTALL BEFORE START OF GRADING+ \ \ \\\ + + + SECONDARY EROSION CONTROL FENCE. kl++++++ TO BE INSTALLED 48 HOURS AFTER ++++ L /�� COMPLETION OF GRADING. I+++++ +r + + IL+++++ EROSION CONTROL AT BACK OF CURB. \ \ \\ + + + + + + + ++� / TO BE INSTALLED AFTER COMPLETION + + + + � + + + + OF CURB CONSTRUCTION. + 135 \ \ \ + ++ ++++ g� ,13'S + +\`+++� SUMPED RIP RAP PERMANENT ENERGY + + + DISSIPATER, INSTALL WITHIN 24 HOURS + +++++1 I / AFTER CONNECTION TO A SURFACE WATER. 13.50 +++ + � l \ + + + + \ \ \ \\ o MNDOT CAT 3 EROSION CONTROL BLANKET. 13.5 Xo7.00 +++ + / INSTALL WITHIN 7 DAYS OF GRADING + + + COMPLETION + 1 STABILIZED EMERGENCY OVERFLOW I I \ F p —13 o o ❑ ❑❑000 I =r1 CATCH BASIN INLET PROTECTION X07.00 —� o0 0 0000 ---- 8"1PVC —� El TO BE INSTALLED BEFORE GRADING 13.5 << .71 1 BEGINS. 1 + + + A CATCH BASIN INLET PROTECTION I + + E 0.F1 + + + 1 I 1 '.�•. � V O TO BE OF BITUMINOUS. ED AFTER 1ST LIFT + + ++ � I I I I I +++ ++ +++++ 19.04 18 1 CATCH BASIN INLET PROTECTION + ++ /X18 28 / ��\\ X X I I � h �► ` � BOAS BN GRA ELLED WITH CATCH WETLAND A + + + ( I w 11 J � I I \/ ++++ 13.5 1 Q + SOG 1 J J r + LE —91 .5 ` a +++ I X,B. 6 c w 1 I I 1 — 1—o 1 l III ' .a. I I�$ I 00 EL X18.37 ) X18.66 X18.76 1 180 X18.6 � 18 X17.56 X1 8 X18. 1 R=S 8.9 45 C / ohm = oh �ohoh- _old o on —ah�-��eh��h_ _ I IL, —� h —oh ohr —oh _9�h_ / Q < — __ r — —� f \ 0 / / I MAIN STREET \ ' N Y \ / \ / \ I �— Il - v 9;P0 �� I 1 — _ - - r, 0 25 50 100 GRAPHIC SCALE IN FEET yP � �� /� J'� �� /\� \- _ �-- — - -- �, -��� ; �—�__ 9 BENCH MARK 920 � 9 / TOP NUT HYDRANT IN N.W. — —' \ I —9� QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF PISI�EERer� ir�eerin NORTH OF MAIN STREET EL=920.47 01-ENG-118283-SHEET-GRAD CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions 651 681-1914 I hereby certify that this plan was prepared by Date 12-16-20 TYME PROPERTIES LLC 2422 Enterprise Drive ( ) me or under m direct supervision Name ` - 1.03-01-2021 Plan Revisions OTTER CROSSING Fax: 681-9488 y peional E and that I Paul J.Cheme Mendota Heights,MN 55120 am a duly Licensed Professional Engineer Designed Pic SEEDING PLAN 3435 LABORE ROAD SUITE 150 3,2, OF 17 www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. \ I I I SANITARY SEWER NOTES: I i I 1. TRACER WIRE REQUIRED ON ALL NON—CONDUCTIVE MAINLINE PIPE, \7 \ I I LATERALS, SERVICES, MANHOLES, CATCH BASINS, STUBS, UTILITY _ I LOCATION BOXES AS REQUIRED BY THE SPECIAL PROVISIONS. WATERMAIN NOTES: 1. ALL WATERMAIN SHALL BE PVC C900 UNLESS OTHERWISE NOTED. 2. ALL FITTINGS SHALL MEET AWWA C153 REQUIRMENTS. 3. TRACER WIRE REQUIRED ON ALL NON—CONDUCTIVE PIPE PER CITY NOTE: I SPEC. 8" PLUG I STUB-1 N CONNECT TO EXISTING 8DIP 4. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. � � I I � 0+86.00 WATERMAIN W/8" G.V. HYDRANT CONTRACTOR TO FIELD I SERVICE NOTES: / 8"X6"TEE W/6"GV 8"GV � + VERIFY LOCATION & ELEVATION. I I I 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN DO / I OU TLOT A 10'-6"DIP CL52 MH-1 I STREAM MANHOLES. / / I GND. ELEV.=917.7 8"X8" 0 MH-11 EX—STUB-6000 I I 2. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. L- - - - - - - - - - - - - - - - - - - - - STA:3+17.8 CROSS c°'i 0+52.82 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — J I 8" PLUG 8"xs"TEE I MH—EX-6000 0- STREET A PRIVATE 6"GV - 0+15.11 ��� 3+37.16 8" PVC C 00 WM E 8" DIP FMr s' METAL FENCE BASIN 1 P \\ — 1 + I I 1 r 1 POST MARKER 6+50 6+00 5+00 4+00 3+ 0 2+00 1 —��— —� PL PAINTED GREEN D / / O I 2" x 2" HARDWOOD / o < I I MARKER W/SPIKE. \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� - - - - - - - - - a> - - - - I 3' a C / I �` I F \ // 6" PVC SCH 40 HYDRANT W/6"GV w v 0 I I- D \ /�� / SERVICE PIPE GND. ELEV.=919.3\ _ INV=911.9 DEPTHS GREATER THAN iv _I 14' WHERE RISER APPROVED SLOPE 2X MIN. _I AIRTIGHT \ / STA:2+36 6" PVC SCH 40 I IIlk BY ENGINEER. PLUG OR r SERVICE PIPE I CAP \ I GREASE TRAP _ INV=911.7- 6" PVC SCH 40 LL1 WETLAND A \ I BY OTHERS STAI:1+45P SERVICE PIPE �� INV=911.4 I Q .� _' 45' BEND 6 PVC C900 WM STA:1+00 I _j - SERVICE PIPE ` GRANULAR BEDDING v I I � I 'I I _ I=!- — MATERIAL (COMPACTED) 0 U TL O T A HYDRANT GREASE TRAP — SERVICE 1 _ 8"X6"REDUCER W/6"GV BY OTHERS I _I WYE I I 0 . 6'-6"DIP CL52 I -I 1- SERVICE WYE TO BE GND. ELEV.=919.4 : } I i Q it , _I- EMBEDDED IN CONCRETE D I 8 a I I_ MAX. 45' / I 8"-45'BEND ° I I I I _ u NOTE: SERVICE PIPE TO BE PVC, —I SCH. 40 (ASTM D-•2665). —� WITH RISER SOLVENT WELD ALL JOINTS. L O T 1 I i ! I I(�I—III—I�I—� 0 25 50 100 MH—EX6001 GRAPHIC SCALE IN FEET /L I BENCH MARK g �I - - - - - - - - - J / TOP NUT HYDRANT IN N.W. VI % L — — - - - - - - - - - L - - _ - - - - - - - - - — / QUAD. OF OTTER LAKE ROAD — — — — — — — — — I & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET STUB FOR FUTURE STREET STREET A (PRIVATE) EL=920.47 W 930 1z00 930 000o00 Do Co Co W M 0) 00 z_1 to rn Li^I r M M � 00 _I _I op I I 00 925 co CO °M moo °° CO � 925 0 > o o " 0 00 00 0)ZZZ 0 � � � � CD �CD rnrz z0 X � 0 _ > > > W 0 N Z Z 0 920 M zz >> > 920 � � mz zz PROPOSED GRADE PROPOSED 915 DD GRADE CD CD �� II 1 z � I II 915 X 8" PLUG 0 EXISTING II EXISTING CD O GROUND II GROUND z \ �� z� EX. 8" I I 910 X ✓_ X 8" PVC C900 WM D.LP_WM I I _ 910 — 8" PVC C900 WM CD 1 0 CONNECT TO EXISTING 8" D.I.P. WM coo CONTRACTOR TO 905 M 1 N I I FIELD VERIFY 905 Z N Mo m i i LOCATION & ELEVATI01 >> (000 M00 cnz �J I I I >> w° �LO of wz I I nz ofN co+ L+ II 900 CONNECT TO EXISTIN( 900 'n in a - a SANITARY SEWER 00 N ao U) rn V) I I CONTRACTOR TO 61' 69' _ — FIELD VERIFY 8" PVC SDR 26 8" PVC SDR 26 _ LOCATION & ELEVATI( @ 0.40% ® 2.00% 215' EX. 38' 895 8" PVC SDR 26 8" PVC SDR 26 895 © 0.40% @ 0.40% 890 890 —0+50 0+00 0+50 1+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 PISNEERengineering 01-ENG-118283-SHEET-SSW R CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 I hereby certify that this plan was prepared by Revisions Date 12-16-20 SANITARY SEWER & WATERMAIN TYME PROPERTIES LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 Plan Revisions OTTER CROSSING Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Paul J.Cherne Designed PJC 17 www.pioneereng.com under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN CONSTRUCTION VA3435 LABORS ROAD SUITEDNAIS HEIGHTS,MINNESOTA 5 5. 1 OF 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. I � I 6" D.T. C.O. INV=908.45 i STRUCTURE TABLE 6" D.T. C.O. 6" D.T. C.O. I I STRUCTURE STRUCTURE NEENAH INV=908.50 P INV=908.42 NAME TYPE SIZE CASTING OR NOTES PF 6" D.T. C.O. I EQUAL INV=908.39 � 6" D.T. C.O. 100 OCS 48" DIA. SPECIAL �j INV=908.32 I 102 CBMH 48" DIA. R-3067 V 103 CBMH 48" DIA. R-3067 V BASIN 1P ,� 6" D.T. C.O. I I I 104 CBMH 48" DIA. R-3067 V NWL=910.00 )' INV=908.29 I I r 105 CBMH 48 DIA. R-4342 GRATE PER CITY \�, » 6" DWT)K3 STANDARD DETAIL OUTLET=910.75 I I \ H WL=912.18 / WET VOL._5.36 AC*FT / / ��° 111 CB 36"X24" R-3067 V 1 STOR. VOL.=3.13 AC*FT , CB-121 121 CB 36"X24" R-3067 V 1 1+01.66 I D.T. C.O. BASIN 1 P / q 131° INV=908.10 / I 4" D.T. C.O. I I L- - - - - - - - - - - - - - - - - - - - - CB-111 - - - - - J � I - - - - - - - - - - - - - - - - - - - - WETLAND A / / �Yo 3+07.81 S --- --- 4" D.T. c.o. I 132 CBMH 48" DIA. R-3067 V o I^ I�4 133 CB 36"X24" R-3067 V �41 6+50 6+00 5+00 4+00 3+00 2+00 - - too--- �, 0 0 I 141 CBMH 48" DIA. R-3067 V 6 D.T. C.O. yo - I INV=908.04 / FES-100A 4. .<• I I RELOCATE EXISTING „ `ti _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CBMH-141 4" D.T. C.O. ° CBMH-103 � CBMH-104 � I CATCH BASIN 6 D.T. C.O. ,�� - - - - - ____-- 1+01.66__ __- i CBMH-1 05 I TO NEW CURB LOCATION INV=908.02 / & EXTEND EX. 15 RCP STORM STRUCTURE TABLE NOTES: 1" 1" - OCS-100 0' / FES-101 'HWL:912.18 1. WATER TIGHT STRUCTURES /�u / 3+42.7,3 / ` 5" cP A. STRUCTURE SHALL HAVE AN INTEGRAL BASE 4$" \ / CBMH-102 8" D.T. ROOF B. PIPE CONNECTION TO STRUCTURE WITH PRESS-SEAL � ELEV: \ / 3+07.81 DRAIN CONNECTION �� CB EX 5000 4" D.T. C.O. WATER STOP GROUT RING OR APPROVED EQUAL. 6„ 910.75 e a ° i ® i I I 0 WETLAND A I C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE FES_100B CBMH_131 I I I I I Q AND GROOVE WITH A HAMILTON KENT SUPERSEAL 6» I i I I O .� GASKET OR APPROVED EQUAL MEETING ASTM-443 4 D.T. C.O. I D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A 18" RCP INV:908. INV:908.0 18 RCP oo s a 1 I 4" D.T. C.O. HAMILTON KENT SUPERSEAL GASKET OR APPROVED OUTLET INLET PIPE / I O U TL O T A I I LIJ b 4. EL 907.0 o a I I Y EQUAL MEETING ASTM-443. Q io co a I i i 4 j i i J .� 6» D.T. / I INV:908.0 .PRECAST CONCRETE SLAB BASE > I I ti POND OUTLET CONTROL STRUCTURE OCS-100 4" D.T. C.O. j I I I o Nor TO SCALE) LOT 1 � 4" D.T. C.O. I I I I J j l I I I / I Nv 907.62 CBMH-132 i I BENCH MARK 4" D.T. c.o. CB-133 � I I 0 25 50 100 ' EX. 258' 24" RCP CE3 @ 0.19% TOP NUT HYDRANT IN N.W. ------- -- --------_- _--_-- - J / QUAD. OF OTTER LAKE ROAD _ _ - - - - - - - - - - - - - - - / & PRIVATE DRIVE 370 LF GRAPHIC SCALE IN FEET NORTH OF MAIN STREET EL=920.47 930 � z z `� � 930 cn z w_I w I z cn_ �_I I w _I to z cn_I LO I I _I 00 I I oo I N i N N 00 I I a0 a0 00 N � (D N N r P7 N �to � P7 N C'4 _ _ Lil O � N � �0) � (� � � � r �LO �0) 17 N N N Ld V) 00 NO O N M N � M � M r7 �z � r- I'`j �z u7 � O z r7 r7 M N Z z_I � O � � � � � � �� 0;; - 00 �- 925 925 _I 00 o = � � z z zo ; � � � �o� (60 ~ o � � o � � �o 00 - I N Q - - - = � � ZZo" = OUZO_ = O �'� O NOr� O = a� � ZZO� o .. UO' m - - - - I Im - � M _j II mgo >> > I z CD . � z m � JZ Z ZZ UO' M ZZ� U0' mz -NUO' mz UE zNUO' mZ ZZN O O I - O 0O 0) O (n > 920 0 0 cs � o � z 920 cil z o o PROPOSED m 0 U _j O � GRADE 0 0 m - - T o 18" F.E.S. I z w z W/ TRASH GUARD, 915 L ? 3.6 C.Y.- CL.II[ GRODOSED 915 PROPOSED RIP RAP W/GEOTEXTILE GRADE FILTER BLANKET TIE LAST 3 JOINTS EXISTING 12 RCP CL5 GROUND 18" F.E.S. 32' 30' 3.6 C.Y.- CL.III 33»� �t�g�' � 12'®RC0P0%L5 @ 0.45% 12'© OC45%L5 910 RIP RAP W/GEOTEXTILE EXISTING 18" RCP CL5 _- 18 RCP CL5 910 FILTER BLANKET GROUND @ 0.45% � ® 0.30% TIE LAST 3 JOINTS 18 F.E.S. � z EXISTING � TIE LAST 3 JOINTS x � z 3: I GROUND x 905 22' 905 WETLAND A 18" RCP CL5 22' BASIN 1 P ® 0.93% 18 RCP CL5 @ 0.00% 900 Zz 900 <n I x 895 895 890 890 P18NEERengineering 01-F.NG-118283-SHEET-STRM CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions v OTTER CROSSING 651 6g 1-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 ME PROPERTIES LLC Name 1.03-01-2021 Plan Revisions Mend Enterprise s,M me or under ce direct supervision and that 1 - STORM SEWER CONSTRUCTION 3435 LABORS ROAD SUITE 150 6. 1 OF 17 Mendota Heights,MN 55120 Fax: 681-9488 an a duly Licensed Professional Engineer Paul J.Cherne www.pioneereiig.com Designed Pic under the laws of the State of Minnesota Reg. No. 19860 Date 12-16-20 Drawn v[SN VADNAIS HEIGHTS, MINNESOTA 55110 LINO LAKES, MINNESOTA ©2019 Pioneer Engineering.P.A. STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH / 6" D.T. C.O. I I NAME TYPE SIZE CASTING OR NOTES INV=908.31 I I EQUAL \ / BASIN 1P � 1 I 910.00 �NWL 6" D.T. C.01. I I I 100 OCS 48" DIA. SPECIAL � I I ��, OUTLET=910.75 � INV=908.29 I I � 102 CBMH 48" DIA. R-3067 V / HWL=912.18 WET VOL.=5.36 AC*FT 103 CBMH 48" DIA. R-3067 V STOR. VOL.=3.13 AC FT CB-121 6" D.T. C.O. / i OU TLOT A 1+011,66 i 104 CBMH 48" DIA. R-3067 V INV=908.11� BASIN 1P / / - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ 4" D.T. C.O. _ / - - - CB-111 01 I 105 CBMH 48" DIA. R-4342 WETLAND A / / �Yo 3+07.81 --- - 4" D.T. C.O. o S LO 111 CB 36"X24" R-3067 V 1 ii / - + i - - - - - i _ 121 CB 36"X24" R-3067 V 1 6+50 6+00 5+00 4+00 3+00 2+00 1 00 ---� --� 6" D.T. C.O. y / < - - --- I 131 CBMH 48" DIA. R-3067 V INV=908.04�i .f. FES-100A / 4" D.T. C.O. CBMH-103 CBMH-104 I RELOCATE EXISTING CBMH-141 I CATCH BASIN 132 CBMH 48" DIA. R-3067 V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1+01.66- - - - - CBMH-105 TO NEW CURB LOCATION 6 D.T. C.O. �`�' � - � -- - ---- INV=908.02 �` OCS-100 i°' /� FES-101 a I v & EXTEND EX. 15„i RCP 133 CB 36"X24" R-3067 V 3+42.73 I i 5" cPIC 1 141 CBMH 48" DIA. R-3067 V CBMH-102 8" D.T. ROOF �� CB-EX-506 „ \ / / 3+07.81 DRAIN CONNECTION �� 4 D.T. C.O. ® i FES-100B r CBMH-131 - ® i I I p WETLAND A I i i t a STORM STRUCTURE TABLE NOTES: 0 4" D.T. C.O. I 0 .� 1. WATER TIGHT STRUCTURES A. STRUCTURE SHALL HAVE AN INTEGRAL BASE OU TLOT A i 4" D.T. C.O. LtJ B. PIPE CONNECTION TO STRUCTURE WITH PRESS-SEAL i I I III Y WATER STOP GROUT RING OR APPROVED EQUAL. J C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL D I yam' i I ft� GASKET OR APPROVED EQUAL MEETING ASTM-443 o I LU D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A 4" D.T. C.O. I i I I HAMILTON KENT SUPERSEAL GASKET OR APPROVED LOT 1 I I 0 EQUAL MEETING ASTM-443. 4" D.T. C.O. D I I I I 7( 7777 rF NES-EX 62 CBMH-132 i " I 1 ° — 4 D.T. C.O. CB-133 I EX. 258' 24" RCP CL3 @ 0.19� 0 25 50 100 / ------- --------- -- ------- J / on — _ _ _ o GRAPHIC SCALE IN FEET °n�oh o�— o on on on on on o oh—oh—oh—oh—oh n /, 1111111/ 1 111111111 BENCH MARK < _ / _<< z U TOP NUT HYDRANT IN N.W. / -- - -- I QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 930 Z 930 N Z I I I 1) Lj Ld Z I pp N w w N V) ZW I a LLJ N M to o o UI op op < i i ) I U-)N — rnOn p �N ap N � e rn J - U') � -zz W �925 LO00 LO I CO - 925 (0p � C14 CV M (V � N 't � Z p � Z 0 pZ � � � 0) pHH � Optf) ~� � � 00 O � L0 L0 � � � � - � - 0) a) 0) H 0) 0) MN � p P000LO = � t(jZZO� = � Mp^ I) I\ N � t() CO � XOOto � QO = � t(jZ Z_ Z_ O = � � Z Zp I� � � �p M � p,j � .. � — — p ' I I� I� � 0) O m � J » > m � � > I I X � t,� Z) x _ ,� � LLJ � 'trn °�° � mz mho » > mho >> > � PROPOSED = rn "' zo� moo > �j c� � mzzz! c� � mz� � w � QO wrnQo = � � z 920 o mZZZZ owmzzz ! GRADE mM > > I (� � mZN 1n � _j m � _j � � o > 920 0ZEM N PROPOSED uwcn `' m °' - °' - Jz `GRADE II II 915 � II 915 18 90 - - - - -� 12 RCP�pCL5 RELOCATE & ADJUST 12' 30 184' 12 RCP CL5 � o EXISTING CATCH BASIN 15 RCP CL5 EX. 54 12 RCP CL5 60 �5" RCP CL5 0 0.60% & EXTEND STORM SEWER @ 1.07% 15" RCP CL5 910 @ 1.50% --l­V—RCP_C_L5- @ 0.40% @ 1.07% 910 Co? 0.40% EXISTING u EXISTING 0 z GROUND z GROUND �Iz X III X '� 905 905 z0 � Z 900 X aZ 900 cn I X 895 895 890 890 PISNEERengineering 01-ENG-118283-SHEET-STRM CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions V��i E �TT E T OTTER CROSSING (651)681-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 1v1E PROPERTIES 1E-+S LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 P1:m Revisions Mendota Heights,MN 55120 Fax: 681-9488 y g. Paul J.Cherne STORM SEWER CONSTRUCTION 3435 LABORE ROAD SUITE 150 6.2 OF 17 www.pioneereng.com am a dui Licensed Professional Engineer Designed PJC under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. 50' OUTLOT 11' 32' B-B 11' GL 16' 16' 17.40 17.56 I 17.3 \ O U TL O T A 2+80.23 5 CONCRETE SIDEWALK I 0+14.9 0 CURB LEGEND n 2+55.23 ATCH EX. 17.65 C2+47.92 GUTTER LINE ELEVATION 2.0% 2-TYPE 111 2+87.56 I 2 I FOR B618 & 8612 CURB 2��% 2.0% 2.0% BARRICADES- - - ,7. 5. - - 7.52 - - - - - - 17.02 - - I- - - - - - - - 3+05.80- - - - +30.23 1+01.66 17.33 07.82 = BITUMINOUS ELEVATION 0+39.98 I I = B612 CURB & GUTTER 4" TOPSOIL & SOD F+m = B618 CURB & GUTTER 17.85 0.50� �,, �.50� 17.34 , -- -I----r1�4 6 INSET A B612 CONCRETE CURB 6 . 4" TOPSOIL & SOD - 0. i + i = BITUMINOUS EDGE SUITABLE BACKFILL AND GUTTER - -0 - _ ----�- --0 MATERIAL 4+00 +00 H.P. 2+00 n L#PQ I �- F I I 17.34 17.52 17.02 17.22 I 3+05.80 ° 2+30 31 1+01.66 0+52.13 1 17.75 18.80 18.87 18.51 - - - - - - - - - - - - - 17.65 � - - - - -2+47.98- - - - - � 17.42 I •'• INSET A 2+87.63 I 18.10 0+34.46 I I 1.5" SPEC 2360 TYPE SP 9.5 2+55.31 18.59 18.97 18.84 I 9 V C1 WEARING COURSE (SPWEA240C) 18.01 18.39 2 .13 - SPEC 2357 BITUMINOUS TACK COAT 2+80.31 17.63 18.50 19.35 2" SPEC 2360 TYPE SP 12.5 19.35 NON WEARING COURSE (SPNWB230C) 17.85 18.81 8" AGGREGATE BASE, CL 5 w 24" SELECT GRANULAR BORROW 19.50 19.50 I I I Y GEOTEXTILE FABRIC OU TLOT A 19.17 I I Q (AS DIRECTED BY ENGINEER) .� I J 8.5' ITUMINOU AIL 1g,g7 I 32 ' B - B PRIVATE STREET 1812 I w TYPICAL SECTION (N.T.S.) ° 19.07 19.07 I 17.99 ,907 �Juk 9.17 1 LOT 1 18.77 19.17 17.97 18.01 18.26 18.29 18.87 I I I 17.54 17.58 18.12 18.47 PARKING LOT SECTION TURN LANE SECTION 18.06 18 62 18.87 i 18.4b I� T 1.5" SPEC 2360 TYPE SP 9.5 1.5" SPEC 2360 TYPE SP 9.5 17.39 18.54 WEARING COURSE (SPWEA240C) WEARING COURSE (SPWEA240C) SPEC 2357 BITUMINOUS TACK COAT SPEC 2357 BITUMINOUS TACK COAT - J// 18.62 0 25 50 100 2" SPEC 2360 TYPE SP 12.5 3" SPEC 2360 TYPE SP 12.5 _ _ _ _ _ _ - - - - L- - - - - - - - - - - - - - - - - - - - 18.47 NON WEARING COURSE (SPNWB230C) NON WEARING COURSE (SPNWB230C) - - - - - - / 18.79 8" AGGREGATE BASE, CL 5 8" AGGREGATE BASE, CL 5 / AT I 24" SELECT GRANULAR BORROW 24" SELECT GRANULAR BORROW oh o oh-oh-oh-oh-oh lbh / 0 oh_ GRAPHIC SCALE IN FEET GEOTEXTILE FABRIC 24" APPROVED SUBGRADE / " " ' ■ ' " " „ " ' - (AS DIRECTED BY ENGINEER) GEOTEXTILE FABRIC �- (AS DIRECTED BY ENGINEER) - 4r n I BENCH MARK \ I I TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF STREET A NORTH OF MAIN STREET EL=920.47 't cD On O M LO tM O 00 't oA LO 't U) to 00 00 00 I- (D U) M M M U) 00 0 r� r� 1­_� !`_� r_� r_� r_� r� t­� r� r� 1­� r� 06 0 0 0 F rn O 0) 0) 0) 0) oA O) Q) O O) 930 930 PVI STA: 2+44.00 PVI STA: 0+82.07 PVI ELEV: 917.97 PVI ELEV: 917.16 K: 99.48 K: 6 0.7 6 LVC: 100.00 LVC: 100.00 925 HIGH PT. STA: 2+43.79 LOW PT. STA: 1+01.66 925 0 HIGH PT ELEV: 917.85. LOW PT ELEV: 917.34r- 0 0 0 0 rn 04 rn � � � � + + + o+ N 920 920 a w a w a w a w 0.50% -1.15% 915 PROPOSED 915 GRADE � J 910 910 EXISTING GROUND 905 905 900 900 Z Z 0 0 F_ 8950 895 a 00 V o (1) � O Z00 ZO 00 , OMB U + 00 II rn z II rn Z � _j w � J 890 890 wcnw mcnw 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 PISNEERengineering 01-ENG-]18283-SHEET-ROAD CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions V��i E �TT E T OTTER CROSSING (651)681-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 1v1E PROPERTIES 1E-+S LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 P1:m Revisions Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Designed PJC Paul J.Cherne STREET CONSTRUCTION 3435 LABORE ROAD SUITE 150 7.1 OF 17 www.pioneereng.com under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. ` RELOCATE \ ` UNDERGROUND \ FIBER SIGN \ -0 \\ RELOCATE � '--T;;1TURN LANE SECTION \ EXITING -1.5" SPEC 2360 TYPE SP 9.5 ° \\ GAS SIGN F9 WEARING COURSE (SPWEA240C) SPEC 2357 BITUMINOUS TACK COAT -0 \ M 3" SPEC 2360 TYPE SP 12.5 o \ NON WEARING COURSE (SPNWB230C) 8" AGGREGATE BASE, CL 5 ° P \ 24" SELECT GRANULAR BORROW rQ \ ONLY 24" APPROVED SUBGRADE `44 \ GEOTEXTILE FABRIC \ (AS DIRECTED BY ENGINEER) \\ ELECTRICL BY OTHERS ' Z \\ REMOVE EXISTING ( ) �� � LANE CONTROL & RELOCATE EXISTING —� REMOVE 33 LF REMOVE 310 LF ELECTRICAL BOX �� e�� e - EXISTING CURB & GUTTER EXISTING CURB &\GUT ER NO PARKING SIGN (BY OTHERS) �� D \\ RELOCATE EXISTING �ee� \�e CB TO NEW CURB e LOCATION e g O0 SAWCU T 400 LF EXISTING BITUMINOUS S REMOVE 380 SY OTTER LAKE ROAD EXISTING BITUMINOUS m REMOVE EXISTING COMOINA HON TURN THRUM ARROW sP P P° ° 9 ° a �� 9 t t t t t t t t t REMOVALS IN 0 i \ I \ - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - \ d) `\ I � I I P I P P \ I � SI � �7 --------- - - - - - - - - -- - - -- - - -- - - -- - - -- - - -- - - - - - -- - - - — — - - - � 239' LANE � P j � PROPOSED ADA � ° ° PROTECT L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PEDESTRIAN RAMP P D 8.5' BITUMINOUS TRAIL I HYDRANT ^ P / INSTALL NEW e o PROPOSED 24 STOP BAR PROPOSti) IIIIIIIIIIIIIIIIIIINTURN ARROW LANE CONTROL & — � e A e e e e e e - e g PROPOSED PEDESTRIAN 13' TURN LANE CROSSWALK BARS � o 0° � 12' THRU LANE PROPOSED HTTE STRIPE ° PROPOSED OTTER LAKE ROAD THRLJ ARROW 0 10 20 40 - GRAPHIC SCALE IN FEET P° X BENCH MARK t t t t t t t TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD TURN LANE CONSTRUCTION & PRIVATE DRIVE 370 LF PISNEER NORTH OF MAIN STREET en ineerin EL=920.47 01-ENG-]18283-SHEET-TURN CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions V��i E �TT E OTTER CROSSING (651)681-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 1v1E PROPERTIES 1E-+S LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 P1:m Revisions Mendota Heights,MN 55120 Fax: 681-9488 g. Paul J.Cherne TURN LANE CONSTRUCTION 3435 LABORE ROAD SUITE 150 g°1 OF 17 www.pioneereng.com am a dulyLicensed Professional Engineer Designed PJC under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. - -914- - Zj � 4 I I �'r' a � � C3 Oro 1 . of / � xo2.00 912 I 914 1 I 2-- - 3r xo2.00 � I V 2. 0 I �916 I xi0.00 � '� 68,685 SF WETLAND IMPACT I I It >p.00 It I 9 �L / x10.00 I I / 4 ,13.5 3.50 Ile, 13.5 ,� � 100, �07.00 OUTLOT 1 912 - � 1 0.50% 17.85 0.50%� 0.50% 17T34 1. 5� I I \ 1 1 G Br l 7.obP � � � � 1 \ \ ` x� / 6+50 6+00 / 1 1 0 +0 0 4+00 3+00 _ H,P. 2+00 0 I / \ 113.5 / J X13.5v x13.5 I I I I I I 910.1 I 13.50- - - - - - - 4 - - - - - - - - - - - - - � - - - - - - - - - - - - - - - -- - - - - \ I :"� v � WETLAND EXCAVATION (1 ,670 SF) f I I 0 1 E. .F. // 1 \ Q �` 1,670 SF WETLAND EXCAVATION- ' Q x18.28 xis.o4 x18 II I WETLAND IMPACT (68,685 SF) I I I I I �` I I / I r► WETLAND A I I I I I r I I Q I ADDITIONAL WETLAND IMPACT 13.5 I // I \ 0 1 SOG II J (1954 SF) kTLE =91 .5 I OUTLOT A ,8. 6 w WETLAND BUFFER MINIMUM REQ D IIIII - 189 1 I I o / CY) ' I t 1 �' �� - - - WETLAND BUFFER AVG REQ D (0.560 AC) rA 8.37 x18.66 18.76 I I l J� 180 � / � \ � 1 8.6 I X I I / -922 9 8 18 .9 x17.56 x1 8� x18. Z- I / \ � \ -� _ �_ - �- \ - - � - �- �-p�`�`O'i / \/� .� CJ / . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '• �- �� 41. - - - �\� - - \_ J MAIN STREET - - po i -7 - / ci II \ 11 < � � a r - --920- - - - / 0 25 50 100 �920J 9 I I / _ -924- - -926- GRAPHIC SCALE IN FEET f I \I BENCH MARK � / � \ � \ J � �' ✓� 1 � TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF PISI�ELRerr� ir�eerin NORTH OF MAIN STREET EL=920.47 91-ENG-118283-SHEET-WETLAND CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions 651 681-1914 I hereby certify that this plan was prepared by Date 12-16-20 TYME PROPERTIES LLC 2422Ente rise Drive me orunderm direct Name `_ 1.03-01-2021 Plan Revisions OTTER CROSSING � Fax: 681-9488 Y supervision and that I Paul J.Cherne Mendota Heights,MN 55120 am a duly Licensed Professional Engineer Designed PJC WETLAND PLAN 3435 LABORE ROAD SUITE 150 9. 1 OF 17 www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. PLANTING SCHEDULE CITY LANDSCAPE REQUIREMENTS KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY \ / ' OVERSTORY TREES I I I - 40% OF VEHICULAR HARDSCAPE COVERAGE WITH THORNLESS HONEYLOCUST/GLEDITSIA TRIACANTHOS VAR INEMIS 2.5" B&B 6 � ► I I i i i � - -i- --��- -i- -I-----i-- CANOPY. J I - _ NORTH WOOD MAPLE/ACER RUBRUM 'NORTH WOOD' 2.5" B&B 10 > > > > > > > °'-_- I �---� VEHICULAR HARDSCAPE: APPROX. 34,310 SQ FT " TGA-7 SG_ � TGA- 1 SGJ-9 S � 7 — � I 40% REQUIREMENT=13,724 SQ FT SENTRY LINDEN/TILIA AMERICANA 'SENTRY' 2.5 B&B 4 _ tz�7 � T -31 I J PROPOSED=14,025 SQ FT (13,400 OVERSTORY AND ORNAMENTAL TREES « TWN « 6 « / SOD —1 1 I 625 ORNAMENTAL) JTL JAPANESE TREE LILAC/SYRINGA RETICULATA #3 POT 3 SOD ° _ ° ° ° ° / 26 TREES PROPOSED SHRUBS ° IA . N S 7 LANDSCAPE SCREENING BETWEEN PARKING LOT NFS NEON FLASH SPIREA/SPIRAEA X BUMALDA 'NEON FLASH' #3 POT 12 SOD O \ � _ i I AND RIGHT OF WAY. CREATE A CONTINUOUS , V SCREEN AT A HEIGHT OF 30". DOUBLE ROW OF TWN TINY WINE NINEBARK/PHYSOCARPUS OPULIFOLIUS SMPOTW #3 POT 20 "" i I PLANTS WITH TRIANGULATED SPACING. GFS GOLDFLAME SPIREA/SPIRAEA X BUMALDA 'GOLDFLAME' #3 POT 48 / ► - --j I , T A— T A-1 I DKL DWARF KOREAN LILAC/SYRINGA MEYERI PALABIN #3 POT 9 �� — '� ��-- — — SGJ SEA GREEN JUNIPER/JUNIPERUS CHINENSIS 'SEA GREEN' #3 POT 74 / 19.04 / NOTES: X 1 . PERENNIAL AREAS TO BE AMENDED WITH TGA TECHNY GLOBE ARBORVITAE/THUJA OCCIDENTALIS 'TECHNY GLOBE' #3 POT 96 18.28 GFS- � 6 I / I COMPOST/PLANTING SOIL TO A DEPTH OF 6" Er X I 2. PLANTING BEDS THAT ABUT SOD SHALL BE RPW RED PRINCE WEIGELA/WEIGELA FLORIDA 'RED PRINCE' #3 POT 5 ® i EDGED WITH STEEL EDGER PERENNIALS UD 3. PLANTING BEDS TO BE MULCHED WITH GJ- 3 III I 1 .25-1 .5" RIVER ROCK TO A DEPTH OF 3" SDD STELLA D'ORO DAYLILY/HEMORCALIS 'STELLA D'ORO' #1 POT 26 4. RIVER ROCK LAID OVER FIBER MAT WEED WLC WALKERS LOW CATMINT/NEPETA X FAASSENII 'WALKERS LOW' #1 POT 51 / I I BARRIER 5. SODDED AREAS AS NOTED ON PLAN TO BE IRRIGATED. i I 6. SOD USED BETWEEN PLANTING BEDS AND S M- 1 / F i i ADJACENT STREET CURBS. I I 7. IRRIGATION DESIGNED BY OTHERS. SHRUB PLANTING DETAIL SCARIFY BOTTOM AND SIDES � � c PLUMB AND BACKFILL WITH OF HOLE PRIOR TO PLANTING. o 1$.66 1 �� I ° BACKFILL SOIL. X 1 TRIM OUT DEAD WOOD AND a< ° WATER TO SETTLE PLANTS d ° RPW 5 t; I A—1 7 I WEAK AND/OR DEFORMED 'Oo AND FILL VOIDS. C» TWIGS. DO NOT CUT A 0 LEADER. DO NOT PAINT CUTS. °°, WATER WITHIN TWO HOURS OF �• I I SET PLANT ON UNDISTURBED :;a <o INSTALLATION. WATERING MUST BE SUFFICIENT TO D K �J NATIVE SOIL OR THOROUGHLY a a THOROUGHLY SATURATE — d ° Q a� sn� ° ° ° I 1 R RO I COMPACTED BACKFILL SOIL. o ROOT BALL AND PLANTING INSTALL PLANT SO THE ROOT HOLE. ° 4 ° a d a a I FLARE IS AT OR UP TO 2" ° ° ° a ° R P — ABOVE THE FINISHED GRADE. d _ _ i PLACE MULCH WITHIN 48 ° ° a I — -I �I I I—I I I I I—III; HOURS OF THE SECOND Q ° ° ° ° _ _ REMOVE PLASTIC, METAL, -IIITT—TIIIT—ITIII l T—�TIII IIITT—*� WATERING UNLESS SOIL W ° ° ° , I OD WOOD OR FIBER CONTAINER -III—III— �; 1=— _I' MOISTURE IS EXCESSIVE. ° I� AND SCORE OUTSIDE OF SOIL ,I O \ D d d I — O MASS WITH SHARP KNIFE. 111—III—III—III—III—III—III—III III—�I I SHREDDED WOOD MULCH MAX. �Fu e � I PLANTS CAN BE PLANTED IN =III III=III=III—I I�I I I=III—III—III- 3" DEEP (DO NOT PLACE \ a ° ® I LANDSCAPE NOTES A DEGRADABLE POT, THE II i = MULCH AGAINST STEM OF ° II I CONTAINER MUST BE SLIT SHRUB). - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS VERTICALLY AT 6" INTERVALS. 2-3 TIMES BALL DIAMETER PRIOR TO SUBMITTING A BID. \ / Q I I - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT 0 I I LEAST 7 DAYS IN ADVANCE. 1 18.37 1 18.66 A 8.7E © I G J 3 I - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITY X / X GFS— 1 / I LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS p© I I I TO FACILITATE PLANT RELOCATION. / I Q I I - GRADING TO BE PERFORMED BY OTHERS. © / N I I - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE \ © I I IMMEDIATE AREA. / I I ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN-AMERICAN STANDARD FOR NURSERY STOCK. L Q I I - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON UA SITE. \ 00 // I I STANDABILOITY TOUS DA WIND ESPEED OF 60ROUS TREES SM PLHDECIDU NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE 9 \ \ © / I - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON DECIDUOUS TREE PLANTING DETAIL 8 Q / I NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. \ / v - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY p p4a p ° \ \ C I BEFORE, DURING OR AFTER INSTALLATION. o TRIM OUT DEAD WOOD AND a WATER TO SETTLE PLANTS AND IF THERE IS A DESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON WEAK AND/OR DEFORMED p p FILL VOIDS. 17.88 \ 18.45 I TWIGS. NOT CUT A p a \ / I THE PLANT LIST, THE NUMBER SHOWN ON THE PLAN WILL TAKE PRECEDENCE. LEADER.. DO NOT PAINT WATER WITHIN TWO HOURS OF X \ X 8• C I I CUTS. p ° p INSTALLATION. WATERING MUST NFS—5 / V -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO p a a p BE SUFFICIENT TO THOROUGHLY 1 COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE SET PLANT ON p o SATURATE ROOT BALL AND so PLANT SCHEDULE / I . UNDISTURBED NATIVE SOIL p o PLANTING HOLE. I OR THOROUGHLY p � 4 PLACE MULCH WITHIN 48 HOURS << �� / - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. COMPACTED BACKFILL p o / — SOIL. INSTALL PLANT SO o g OF THE SECOND WATERING gy THE ROOT FLARE IS AT p p ° ° . p UNLESS SOIL MOISTURE IS - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT OR UP TO 2" ABOVE THE °a a o EXCESSIVE. °° O NO COST TO THE OWNER. FINISHED GRADE. a Apo - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS pp o ° SHREDDED WOOD MULCH MIN. 3" PLACE PLANT IN PLANTING p DEEP (DO NOT PLACE MULCH T I I TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. HOLE WITH BURLAP AND AGAINST TRUNK OF TREE). _ I ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN PLUMB AND BACKFILL WITH N— I - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS APPROXIMATELY 12" OF BACKFILL SOIL. BREAK DOWN GOVERNING THE WORK. THE TOP OF ROOTBALL, SIDES OF HOLE WHEN WATER PLANT. REMOVE BACKFILLING. _ TWN— 3 SGJ— 13 T� SGJ—1 3 / / i U - STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. TOP X�OF THE BASKET OR THE TOP TWO HORIZONTAL Oh oh RINGS, WHICHEVER IS I I I I III III—III—�Oh oh oh Ohoh 0 GREATER. REMOVE ALL f0 i BURLAP AND NAILS FROM �kl� Oh ' � TOP OF THE BALL. SOD ° ° A ° REMOVE ALL TWINE. I I— I —_ / I - —III I�I—II— soD 1111 1 1111 I I-_ITI-III=ITI=III=ITI=III ITI=I / I SCARIFY BOTTOM AND 7 TIT TT�TIT TT�TIT TIT TIT V SIDES OF HOLE PRIOR TO III—I I�I I I—I a d°° I PLANTING. I� I I I=�I�_i l 1=1 III_I I I= I I I- / ° 2-3 TIMES BALL DIAMETER -- -- ---- / V I V 0 10 20 40 GRAPHIC SCALE IN FEET P19NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 I hereby certify that this plan was prepared by Name Revisions Date 12-16-20 TYME PROPERTIES LLC 2422 Enterprise Drive me or under my direct supervision and that I OTTER CROSSING Fax: 681-9488 lei It'er L.Thompson Designed JLT/'TLM LANDSCAPE PLAN 3435 LABORE ROAD SUITE ]50 L 1 OF 1 Mendota Heights,MN 55120 www ioneeren am a duly Licensed Landscape Architect p gcom under the laws of the State of Minnesota Reg.No. 44763 Date 12-16-20 Drawn JLT/TLM VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ZONING: R-BR RURAL/BUSINESS RESERVE FUTURE LAND USE: COMMERCIAL _ _ _ _ _ - z C.S.A.H. NO 14 Q i SITE (MAID STREET) I I � �C 0_ V N 1199 CN Ld TC*S*A*H, , � �14 \ET) - - - - 0 (;) Ld Ld' , Q I r U) U) � un I l J I I � I SECTION 24, TWP. 31 , RCE. 22 I I OUTLOT A LOCATION MAP NOT TO SCALE 833084sf I 19.1250ac I LI ) I I C� II L- I I 590 �- 205 325 1 60 Ld L�J �- 10� u_ I <r 1 �- 1 ( ) PROPOSED DESCRIPTION FOR PRELIMINARY PLAT PURPOSES ONLY: - 36667sf 1 1 0.8417a Ld' That part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, OUTLOT B OUTLOT C I Anoka County, Minnesota, lying Easterly and Northerly of the following described line: Commencing at lr% 1 the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence on an assumed %- Q 99239sf bearing of North 89 degrees 51 minutes 09 seconds East, along the North line of said Northwest Ln 62597sf 1n 1 9 9 9 ;� 2.2782ac 1.4370ac 0 o1 Quarter of the Northeast Quarter a distance of 118.28 feet to the point of beginning of the line to C) [] be described; thence South 12 degrees 37 minutes 22 seconds West a distance of 143.13 feet; Q <j thence South 8 degrees 26 minutes 35 seconds West a distance of 279.89 feet; thence Southerly along a non-tangential curve, concave to the East having a central angle of 22 degrees 32 minutes, O a radius of 866.93 feet and an arc distance of 340.95 feet, the chord of said curve bears South 6 >\ / I!- degrees 16 minutes 09 seconds East; thence South 17 degrees 32 minutes 09 seconds East and tangent to last described curve a distance of 357.32 feet; thence North 89 degrees 17 minutes 02 \� C� / DRAINAGE AND 10,1 seconds East a distance of 431.60 feet; thence South 0 degrees 42 minutes 58 seconds East a \ / o UTILITY EASEMENT-,z�-\ 0 1 UJ Li J distance of 230.93 feet, to a point on the South line of said Northwest Quarter of Northeast Quarter, 205 325 distant 690.47 feet West from the Southeast corner of said Northwest Quarter of the Northeast / - - - —� - - I IL'J / 53 — — — — - - - - - - - — < I; Quarter and said line there terminating, Anoka County, Minnesota. <C o UTILITY OVER ALL o -J L DRAINAGE AND 0 29129sf �n EXCEPT: (}l / OF OUTLOT D C"I Parcels 10A, and 10B, Anoka Count Highway Right-of-Way Plat No. 75. (,) �� N / UTILITY EASEMENT 1 O Y 9 Y 9 Y In 11" 11� / Ld' \ / 37 200- - - - \ \ - - - - - - - — � af F i ` DRAINAGE AND o 10 1 LiJ UTILITY EASEMENT _ 01 O C) EXISTING ZONING: GB (GENERAL BUSINESS) _' N OUTLOT TLOT OUTLOT TLOT F LOT 1 E - 1.1566ac 52036sf 62181sf 1 `� PROPOSED ZONING: GB (GENERAL BUSINESS) C� \ 50383sf 1.1946ac °,n° 1.4275ac 1 FUTURE LAND USE: COMMERCIAL 3 9 N N I ZONING: GB i ZOZ 0 GENERAL BUSINESS < I FUTURE LAND USE: COMMERCIAL r DRAINAGE AND 0 0 6 UTILITY EASEMENT TOTAL GROSS AREA 29.61 ACRES Ln ' <C 2oa - - - - - - - - - - - �� TOTAL LOT AREA 1 .43 ACRES _ _ _ _ _ _ — — 12 — — — — — 176176,, I.1/11< A INIT�i T AI 518 ,, A T �1„ jpo — _ — — — — — TOTAL UPLAND LOT AREA �, ul/U1'4 1 1 1.1.7�, 1 Ll1 1 436 1 9�`` 1 .43 ACRES A n Inl,1 A i,r-\1 IN IT" L)1/-�I 1 n - IAI A i 1)1 A T n In C-= TOTAL BUILDABLE AREA ACRES n1 V�Jf./� uLlVl v l l \IV T r I rI I L n � /i VV i-� � � L_ I I vV. v�.l 1 .43 C.S.A.H. N0. 14 (MAIN STREET)64526sf o TOTAL WETLAND AREA 0.00 ACRES 0) 1 4813ac LOTS 1 - 690 [] NUMBER OF OUTLOTS 6 - - I TOTAL OUTLOT AREA 25.86 ACRES TOTAL RIGHT OF WAY AREA OF OTTER LAKE ROAD 0.84 ACRES C I - TOTAL C.S.A.H. NO. 14 1 .48 ACRES L'J' ZONING: LI ZONING: GB < LIGHT INDUSTIAL GENERAL BUSINESS I FUTURE LAND USE: INDUSTRIAL I FUTURE LAND USE: COMMERCIAL I _J i I 170 0 50 100 200 GRAPHIC SCALE IN FEET P18NEERenginee7ing 00-SURV- 118283 -BASE.DWG CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 I hereby certify that this plan was prepared by Narne Revisions Date 7-6-2020 TYME PROPERTIES LLC 2422 Enterprise Drive me or under my direct supervision and that I LINO B Fax: 681-9488 Peter J.Hawkinson Designed PJC PRELIMINARY PLAT 3435 LABORE ROAD SUITE 150 3.1 OF 19 Mendota Heights,MN 55120 www.pioneereng.com am a duly Licensed Professional Surveyor 42299 under the laws of the State of Minnesota Reg.No. Date 7-6-2020 Drawn MSN VADNAIS HEIGHTS,MIlVNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A. ZONING: R-BR RURAL/BUSINESS RESERVE FUTURE LAND USE: COMMERCIAL - z C.S.A.H. NO 14 i > , (MAIN STREET) I a I SITE r I r \ 1199 N \ \ I , � I I � J \ I C.S.A.H. NO 14 ' \ \ (MAIN STREET) — - / 1 o- 1 ` / LiJ , QI I Li_ I V �I \ V- I I ` WETLAND L0 IPER OTHERS p� \ IL— I 80573 SF OUTLOT A \ 1.8497 AC SECTION 24, TWP. 31 , R G E. 22 1125181 SF LOCATION MAP ` 25.8306 AC ` NOT TO SCALE I I I I Lt j I i� 1 I I I I I I I I I I I I I �- / PROPOSED DESCRIPTION FOR PRELIMINARY PLAT PURPOSES ONLY: 36667sf 1 I I 0.8417a LIj That part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, L0 \ I I Anoka County, Minnesota, lying Easterly and Northerly of the following described line: Commencing at the Northwest corner of said Northwest Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 51 minutes 09 seconds East, along the North line of said Northwest 6 \ `! I \ \� �I Quarter of the Northeast Quarter a distance of 118.28 feet to the point of beginning of the line to 0 [] be described; thence South 12 degrees 37 minutes 22 seconds West a distance of 143.13 feet; L ' L \ I <j thence South 8 degrees 26 minutes 35 seconds West a distance of 279.89 feet; thence Southerly I / 109130 SF WETLAND �� along a non-tangential curve, concave to the East having a central angle of 22 degrees 32 minutes, <i O d a radius of 866.93 feet and an arc distance of 340.95 feet, the chord of said curve bears South 6 2.5053 AC PER OTHERS Ij_ degrees 16 minutes 09 seconds East; thence South 17 degrees 32 minutes 09 seconds East and LI\ / I __ _ I tangent to last described curve a distance of 357.32 feet; thence North 89 degrees 17 minutes 02 DRAINAGE AND �� I seconds East a distance of 431.60 feet; thence South 0 degrees 42 minutes 58 seconds East a UTILITY EASEMENT -1 Lv Li J distance of 230.93 feet, to a point on the South line of said Northwest Quarter of Northeast Quarter, \ / — distant 690.47 feet West from the Southeast corner of said Northwest Quarter of the Northeast LIJ �� �� �— J Y Quarter and said line there terminating, Anoka County, Minnesota. < /DRAINAGE AND o o � d� -J EXCEPT: I �^ (31 UTILITY EASEMENT r r 251 o Parcels 10A, and 106, Anoka County Highway Right-of-Way Plat No. 75. - - - - - - - - - - - - - - - - - r - - - - - - - - - - - � i LIJ / DRAINAGE AND W LIJ �\ I UTILITY EASEMENT i F— _ Z� \ I LOT 1 m1 O 0 EXISTING ZONING: GB (GENERAL BUSINESS) -I `C PROPOSED ZONING: GB (GENERAL BUSINESS) \ N I 63469 SF I FUTURE LAND USE: COMMERCIAL C I 193 I 1.4571 AC I ZONING: GB 202 GENERAL I I FUTURE LANDUSE:BUSINESS i <i DRAINAGE AND I �6 UTILITY EASEMENT --- TOTAL GROSS AREA 29.61 ACRES `r \ 9 — 207 - - - - L- - - - - 245 - - - - TOTAL LOT AREA 1.46 ACRES —�- - r91 bb - - - - - - - - \ 176176���vl<,A �T ; 1„(;�jT '436 518 "L.,-,T �`' TOTAL UPLAND LOT AREA 1.46 ACRES I " C\ I(11t " I[\IT•, L)I•,I IT /11:- IA/ [�I " T t\In �,� TOTAL BUILDABLE AREA 1.46 ACRES VV /-\-� I I L_r\ I I VLJ. v`I � o C.S.A.H. NO. 14 (MAIN STREET) " ^ ' t .^TCI r-r- r " ` 64531 SF � �•'r�'° '��v' I`r I ^ ^ I I v"-`'' v " I I \L-L_ I I TOTAL WETLAND AREA 4.36 ACRES 1.4814 AC LOTS 1 - - - - - - - - - 690 [] NUMBER OF OUTLOTS 1 - - TOTAL OUTLOT AREA 25.83 ACRES TOTAL RIGHT OF WAY AREA OF OTTER LAKE ROAD 0.84 ACRES TOTAL C.S.A.H. NO. 14 1.48 ACRES ZONING: LI ZONING: GB LIGHT INDUSTRIAL GENERAL BUSINESS I `! FUTURE LAND USE: INDUSTRIAL FUTURE LAND USE: COMMERCIAL 110_j 0 50 100 200 GRAPHIC SCALE IN FEET PISNEERengineering 01-SURV-118283-BASE.DWG CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 7-� �TT 7-� (b51)681-1914 I hereby certify that this plan was prepared by Revisions Date 7-6-20 T 1 1v1E PROPERTIES 1E-+S LLC 2422 Enterprise Drive me or under my direct supervision and that I Name 1.9-21-2020 Watershed Comments OTTER CROSSING Fax: 681-9488 Peter J.Hawkinson 2.9-29-2020 Watershed Comments Designed Pic PRELIMINARY PLAT 3435 LABORE ROAD SUITE 150 3.1 OF 19 Mendota Heights,MN 55120 p g am a duly Licensed Professional Surveyor 42299 13-12-2021 Preliminary Plat Update LINO LAKES,MINNESOTA www. ioneeren COm under the laws of the State of Minnesota Reg.No. Date 7-6-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 ©2019 Pioneer Engineering,P.A. CITY OF ANDOVER OTTERCROSSING COUNTY OF ANOKA SEC. 23, T. 32, R. 24 KNOW ALL PERSONS BY THESE PRESENTS: That BLino, LLC, a Minnesota limited liability company fee owner of the following CITY COUNCIL, CITY OF LINO LAKES, Minnesota described property situated in the City of Lino Lakes, County of Ramsey, State of Minnesota: This plat of OTTER CROSSING was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular That part of the Northwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, Anoka County, meeting thereof held this day of 20 , and said plat is in compliance with the provisions Minnesota, lying Easterly and Northerly of the following described line: Commencing at the Northwest corner of said Northwest of Minnesota Statutes, Section 505.03, Subd. 2. Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 51 minutes 09 seconds East, along the North line of said Northwest Quarter of the Northeast Quarter a distance of 118.28 feet to the point of beginning of the line City Council, City of Lino Lakes, Minnesota to be described; thence South 12 degrees 37 minutes 22 seconds West a distance of 143.13 feet; thence South 8 degrees 26 minutes 35 seconds West a distance of 279.89 feet; thence Southerly along a non—tangential curve, concave to the East By. By. having a central angle of 22 degrees 32 minutes, a radius of 866.93 feet and an arc distance of 340.95 feet, the chord of Mayor Clerk said curve bears South 6 degrees 16 minutes 09 seconds East; thence South 17 degrees 32 minutes 09 seconds East and tangent to last described curve a distance of 357.32 feet; thence North 89 degrees 17 minutes 02 seconds East a distance of 431.60 feet; thence South 0 degrees 42 minutes 58 seconds East a distance of 230.93 feet, to a point on the South line of said Northwest Quarter of Northeast Quarter, distant 690.47 feet West from the Southeast corner of said Northwest Quarter of COUNTY SURVEYOR the Northeast Quarter and said line there terminating, Anoka County, Minnesota. 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 EXCEPT: Parcels 10A, and 1013, Anoka County Highway Right—of—Way Plat No. 75. B y: Has caused the same to be surveyed and platted as OTTER CROSSING and does hereby dedicate to the public for public use Charles F. Gitzen the public ways and the drainage and utility easements as shown on this plat. Anoka County Surveyor COUNTY AUDITOR/TREASURER In witness whereof said BLino, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 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 BLino, LLC day of 20 signature Property Tax Administrator as , printed Title STATE OF MINNESOTA By: Deputy COUNTY OF STATE OF MINNESOTA This instrument was acknowledged before me on this day of 20 by Peter J. Hawkinson. COUNTY OF This instrument was acknowledged before me on by as of BLino, LLC, a Minnesota limited liability company, on behalf of the company. signature printed Notary Public, County, Minnesota signature My Commission Expires printed Notary Public, County, Minnesota COUNTY RECORDER/REGISTRAR OF TITLES My Commission Expires I hereby certify that this plat of OTTER CROSSING 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 SURVEYOR'S CERTIFICATE I Peter J. Hawkinson do herby certify that this plat was prepared by me or under my direct supervision; that I am a duly County Recorder/Registrar of Titles Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all By: Deputy 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 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 PIONEERengineering (CIVII.P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 1 OF 2 SHEETS CITY OF ANDOVER OTTERCROSSING COUNTY OF ANOKA SEC. 23, T. 32, R. 24 135.42 - N LINE OF THE NW 1/4 OF NE 1/4 N89051'09"E (deed) N88057'28"E / ' SEC. 24, TWP. 31, RGE. 22 1198.55 - N88°57'28"E (meas.) / 118.28 D w I vi o 1 \ 0 N N:3 I // ♦ I (i) Cw.� I ^ cc \ I N o� L1_ w ~ I \\ ✓ _L z Of � I � z to i cV l co C0 j n Q�cLO ,a n�✓ WETLAND o o L., 0-) 0) 80 40 0 80 Scale in Feet I W I \ \\ I a N p �\ o N I V)sN OU TLOT A �r I I p I I p nl, I I 17169 h z C.S.A.H. NO 14 cn cn z_' �p / _ N86°50_35_'W (J I l o o (MAIN STREET) I I Jo °o 56g°5 iI /25� M \ 60.00 Q E (.0 0 S89°53'5 5"W \ C 0 j.pv L I- J om LIJI 10--,-1 '09",0,5 om I w 11� �\ Of w I \ lo- �I �\� I I LA \ \\ I r I 1 C.S.A.H. NO 14 Ir'I w I I I IJ (MAIN STREET) � LIJ �' - - - - - - - o- I Ll ) < 1 w J s z I - EXCEPTION \ , \ o $� \ I�, o LLJ \< \ I 10 � S � \,w \ .� j �Z WETLAND IM `� <; o (50 , ^ \ - - - - - - - - � -- <, ` cn �r o0�b 1 orn 10 --j LIJ \ 10 0 I I z N89°53'55"E ` 520.00 — — — —1 Q 00 <i LIJ (T.N. / \ L - - - - - - - - - - - - - - - - - - — = - - - ° SECTION 24 TWP . 31 , RGE. 22 � o -___� 0 0 LOCATION MAP I �� � �° = 0 Q0 CID Q0 -L DRAINAGE AND NOT TO SCALE �, ' ^ �\ r �1(S�ID ___-----� UTILITY EASEMENT Lv I1! ( ) i o co ,� \\ N89°53'55"E 250.80 Y LI J I Ell LA _ 11_ — o — Q oLIJ A 00 N89°53'55"E 337.59 � - J 10 10 ` I I w I ` N D 0 -� \ IoN I h < 0I oM 1 F 1CD LOT 1 \ N89°17'02"E (deed) D 1 z 1 I \ N88°23'21"E (meas.) 431.60 1 10 -1 - - - - - - 1 BLOCK 1 S88o23 p 21 W < _ N 1 Y 193.10 ,n M o 0 0 1 E �`� 175.89 z 1 56.28 1�' \SeBo o -0 p R=1 1369.16 0 10 S00°06'05"E `�114 Ss. < T— m 0) o �� DRAINAGE AND Aj O v o 0=00 53 1 1 —� UTILITY EASSEEME T — — — — — — — — \ 66.02 �' z—N i r- - - — �451� - - - \ — � 105.81 - 88°22 05 W 517.96_ r — — - - S n r n In '� o — \ co �\nl IN I r\i [>I/\I IT _ nr- _ �I n \i /A V\Jf�\/n\ u\-/VI V I I I \I\7rl I �/i VV �\ I L_/—\ / Lv Nw o �, n �,� r j 436.13 C- f ff i I—\I\\/L_L_ IVLi / THE ORIENTATION OF THIS BEARING SYSTEM IS BASED ON I _ _ _ _ — ° �i 0=0053 02 S88 22 05 W N11;� O THE NORTH LINE OF THE NW 1/4 OF THE NE 1/4 OF SEC. I — — �0� R-1 1399.16 EXCEPTION- o,•,+y1 Q0� 24, TWP. 31, RGE. 22, WHICH IS ASSUMED TO HAVE A ,�'I`' "-\^v��`�,"-\ "�`i vT\i i�iv�lT \ji vnv/�\\I ��-�\ 1 v\j. 1�� 66Gj`� 00 i, n I I I I� I n 'n n n II I ^TE>r-r- ri BEARING OF NORTH 88°57'28" EAST. 0 89,77 175.87 ) Oo,\ �O�n'Q 0 �,".,—\,r�.� I Vim/. I`r (\Ivl/—\II V I I N01 39 35 W C.S.A.H. NO. 14 (MAIN STREET 'v` \\ Cb S$ U) OO DENOTES FOUND CAST IRON MONUMENT _ _ - - - - - - - - _ SE CORNER OF THE NW S LINE OF THE NW S88056 41 W 690.47 1 4 OF THE NE 1/4 O DENOTES 1/2 INCH BY 14 INCH IRON PIPE 1/4 OF THE NE 1/4 / MONUMENT SET AND MARKED BY LICENSE NUMBER — — — — — — — — — — — 42299, OR WILL BE SET IN ACCORDANCE WITH MS _ —r 100C] SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. Lill I� I— DENOTES RESTRICTED ACCESS TO ANOKA COUNTY HIGHWAY PER THE ANOKA COUNTY CONTIGUOUS I �� Ld PLAT ORDINANCE. - <1' J PIONEERengineering CIVII.P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 2 SHEETS OTTER CROSSING AREA SKETCH 80 40 0 80 Scale in Feet OU TLOT A 1126569 SF 25.8625 AC Q 0 w W Q J AREA SUMMARY HBLOCK 1 = 62,081 SF. 1 .4252 AC. 0 TOTAL LOT AREA = 62,081 SF, 1 .4252 AC. TOTAL OUTLOT AREA =1 ,126,569 SF. 25,8625 AC. LOT 1 TOTAL R/W AREA = 101 ,193 SF, 2.3230 AC. 36667 SF 62081 SF 0.8417 AC TOTAL AREA = 1 ,289,843 SF. 29.6107 AC. 1.4252 AC 64526 SF C.S.A.H. NO. 14 (MAIN STREET) 1.4813 AC PIONEERengineefing ('1VII.P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS PLANNING& ZONING BOARD AGENDA ITEM 6C STAFF ORIGINATOR: Katie Larsen, City Planner P &Z MEETING DATE: April 14, 2021 REQUEST: 23 Century Trail Variance to Allow for Second Driveway Access CASE NUMBER: VR2021-002 APPLICANT: Derek Sadowski 23 Century Trail Lino Lakes, MN 55014 OWNER: Same REVIEW SCHEDULE: Complete Application Date: March 9, 2021 60-Day Review Deadline: May 8, 2021 120-Day Review Deadline: July 7, 2021 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning &Zoning Board Meeting: April 14, 2021 City Council Work Session: May 3, 2021 City Council Meeting: May 10, 2021 BACKGROUND The property owner of 23 Century Trail, Derek Sadowski, submitted a Land Use Application for a second curb cut/driveway access variance. He is requesting a second driveway, 10 ft wide, onto Pinto Lane be allowed. There is currently one (1) driveway access onto Century Trail. City ordinance allows for one (1) curb cut/driveway on a single family lot. ANALYSIS On August 6, 2020, Derek Sadowski submitted a building permit application to construct a 24 ft wide x 22 ft long detached accessory structure in the rear yard. The permit was issued on August 11, 2020. During construction, he inquired about a obtaining a permit for a driveway onto Pinto Lane and was informed that City zoning ordinance did not allow for a second driveway. 1 Property History The parcel, 23 Century Trail, is legally described as Lot 3, Block 2, Century Farm North and was platted in 2003. It is 0.31 acres in size. It is a double frontage lot abutting Century Trail (front) and Pinto Lane (rear). Typically, the number of double frontage lots in plats are minimized; however, per the approved Century Farm North PUD Landscape Plan, the rear yard was to be protected by a Tree Preservation Area, remain undeveloped and therefore, not accessed from Pinto Lane. This Tree Preservation Area is also shown on the 2005 as-built survey. Unfortunately, in reviewing historical aerial maps, the trees were removed sometime between 2005 and 2008. See Attachment#2. Zoning Ordinance Per City Zoning Ordinance Section 1007.044(3)(h)6: Curb Cut/Driveway Access Location: d. A single-family lot in a residential zoning district shall not have more than one driveway accessing a public street. The property is zoned PUD, Planned Unit Development and is a single-family lot in a residential zoning district. The applicant is requesting a variance to allow for an additional driveway access onto Pinto Lane. It is also important to note this section of the zoning ordinance applies to residential zoning districts such as R-1, R-2, PUD etc. Larger, rurally zoned parcels are allowed more than one driveway because they typically wider lots. Applicant's Narrative Attachment#3 is the applicant's narrative. Staff provides the following clarifying/additional information in italics: 1. The applicant states he is requesting a 10-foot wide variance for a second driveway. a. The variance is actually to allow for a second driveway. The driveway is proposed to be ]Oft wide. The variance is not related to the driveway width. 2. The applicant states that when the permit was approved on August 10, 2020 he was not aware that residential properties were only allowed one driveway per parcel. He then states it was on August 25, 2020 when he communicated with Diane Hankee, City Engineer, that he was made aware of the ordinance. a. Per email correspondence between Diane Hankee and the applicant on August 19, 2020, the applicant states "I understand I am not allowed to have a second driveway, but I am wondering how close I can go to Pinto Lane with a surface like class five rock, asphalt or concrete. "See Attachment#4. b. The applicant knew on or before August 19, 2020 that a second driveway was not allowed and potentially had time to redesign the garage if he wished. 2 3. The applicant states that"...without legal access to it(the garage)will cause me to suffer a hardship as I am not able to use this garage for its intended use." a. The applicant currently has legal access to the detached accessory structure from the front, side and rear yard to store personal property such as domestic supplies, equipment, lawnmowers, bicycles, etc.just as any other property owner has access to their rear yard. It is not a requirement that detached accessory structures be accessible by passenger motor vehicles such as cars,pickup trucks, vans, motorcycles etc. The City has been flexible with property owners occasionally driving motor vehicles over the curb and on grass to pull boats, trailers, campers etc. onto property but only on a limited basis. b. Unfortunately, the applicant incorrectly assumed his intended use to park passenger motor vehicles in the detached accessory structure would be allowed. c. There are several detached accessory structures in the City with garage doors and no driveway that have legal access and serve the purpose to store personal property. See Attachment#S. d. Parking passenger motor vehicles on grass is not allowed. If the applicant is driving and parking personal vehicles in the rear yard, it should cease. Building Permit Approval Staff has been asked why we didn't note on the building permit that a driveway to Pinto Lane was not allowed. 1. It is not illegal to construct an accessory structure with a garage door. 2. There is no regulation that states an accessory structure with a garage door must be accessible by a passenger motor vehicle such as a car, pickup truck, van, motorcycle etc. 3. There are several detached accessory structures in the City with garage doors and no second driveway. 4. The applicant's building permit application and site plan/survey provided no indication that a driveway was intended to be installed. See Attachment#6. 5. Building permit applications are often submitted by the contractor and not reviewed by the property owner. 6. The applicant was aware nine (9) days after the building permit was issued that a second driveway was not allowed. Off-Street Parking Regulations City Zoning Ordinance Section 1007.044 regulates off-street parking. Per the section's Purpose Statement: (1) Purpose. The regulation of off-street parking spaces in these zoning regulations is to alleviate or prevent congestion of the public right-of-way and to promote the safety and general welfare of the public, by establishing minimum requirements for off-street parking of motor vehicles upon various parcels of land or structures. 3 Regulating the number of driveways and implementing access management practices are standard zoning and traffic safety tools. They serve a number of purposes including: oo Minimize conflicts and accidents with vehicle,pedestrian and bicycles using street. • Preserve areas for on-street parking. o In an August 25, 2020 email between the applicant and Diane Hankee, City Engineer, the applicant states, "If there is any way I could be allowed to have a 10 foot wide driveway from my new garage to Pinto Lane,please let me know. For the past couple years, I have been having issues with one neighbor who parks his work truck everyday in front of my 10' gate that I use to access my back yard from Pinto Lane. He refuses to move it when I ask him to which causes me to have to watch for him to be at work so I can get into my back yard with a vehicle. I would be more than willing to use any surface you would require for this driveway if allowed to have one." o There are currently conflicts with on-street parking and the illegal driveway. • Minimize impact and maintenance costs to public right-of-way and utility corridors. o An analysis by WSB on recent street reconstruction projects indicate driveway replacement costs range from$2,000 to $5,000 per driveway. • Maintain yard green space and enhance the streetscape. • Preserve street snow storage. • Minimize impervious surfaces. CRITERIA AND FINDINGS OF FACT Per City Zoning Ordinance Section 1007.018(1)(a): No variance shall be granted unless it meets all the criteria in paragraphs 1. through 7. below. The City shall make findings regarding compliance with these criteria. 1. The variance shall be in harmony with the general purposes and intent of the ordinance. The general purpose and intent of the Off-Street Parking ordinance is to alleviate or prevent congestion of the public right-of-way and to promote the safety and general welfare of the public, by establishing minimum requirements for off-street parking of motor vehicles upon various parcels of land or structures. The variance to allow for a second curb cut/driveway access is not harmonious with the general purposes and intent of the ordinance because it increases public right-of-way congestion, decreases safety and diminishes the general welfare of the public. 2. The variance shall be consistent with the comprehensive plan. Per the 2040 Comprehensive Plan, the property is guided for Low Density Residential land use. 4 The variance request is not consistent with the comprehensive plan. The applicant's residential property is intended for a single family dwelling with a garage, accessory structure and one (1) driveway. 3. There shall be practical difficulties in complying with the ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by the ordinance. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. The property owner proposes to use the property in a reasonable manner with the construction of a detached accessory structure; however, there is no practical difficulty in complying with the required one (1) curb cut/driveway access. The cost of the detached accessory structure alone does not constitute a practical difficulty. 4. The plight of the landowner shall be due to circumstances unique to the property not created by the landowner. The plight of the landowner was created by the landowner. There are no unique circumstances to the property causing them to not be able to comply with the ordinance of only having one (1) driveway. 5. The variance shall not alter the essential character of the locality. The variance will alter the essential character of the locality which is a single family residential neighborhood with houses with one (1) driveway. 6. A variance shall not be granted for any use that is not allowed under the ordinance for property in the zoning district where the subject site is located. The variance will not be granted for any use that is not allowed under the ordinance for property in the zoning district. The property is zoned PUD, Planned Unit Development for a residential subdivision and driveways are consistent with residential uses. 7. In accordance with MN Stat. 462.357, Subp. 6, variances shall be granted for earth sheltered construction as defined in MN Stat. 216C.06, Subd. 14, when in harmony with the zoning ordinance. Not applicable. RECOMMENDATION Staff recommends denial of the variance to allow for a second curb cut/driveway access at 23 Century Trail. 5 If the Planning & Zoning Board feels that any single family residential property in the City abutting two (2) or more streets such as double frontage lots or corner lots should have multiple driveways, staff suggests considering a zoning ordinance text amendment. ATTACHMENTS 1. Site Location &Aerial Map 2. 2005 &2008 Aerial Maps 3. Applicant's Narrative and Proposed Site Plan 4. Email Correspondence 5. Photo Examples of Other Detached Structures 6. Site Plan Submitted with Building Permit Application 6 7780 7774 7768 7762 _ 47 7786 d1 r W H A2 w 7792 �O 7757 2 C6 35 53 23 11 17 7751 w CENTURY TiRL w , z x - - �.30 ti � 7r7 Site Location & Aerial Map W N E 0 50 100 Zoo i_ T Y ��� 01Feet LN jLAKF 23 Century Trail S. 2005 Aerial Map-23 Century Trail 7798 _ F f "Y # * K~ �, .� ifs 1 ,� �L jP , . 77:q2 � 701- 120U 7744 'I S .. w 30 3fi 7748 Parcel Information: Approx.Acres: 0.31 Owner Information: 07-31-22-32-0052 Plat:CENTURY FARM NORTH SADOWSKI DEREK Commissioner:JEFF REINERT 23 CENTURY TRL 23 CENTURY TRL LINO LAKES ONM LINO LAKES MN MN 55014 55014 Anoka County GIs 1:1,200 Date: 3/23/2021 Disclaimer:Map and parcel data are believed to be accurate,but accuracy is not guaranteed.This is not a legal document and should not be substituted for a title search,appraisal,survey,or for zoning verification. 2008 Aerial Map-23 Century Trail 1w: 7798 '� ry ti ti 4 co ti 1„ N N- - 14pp 12000 Parcel Information: Approx.Acres: 0.31 Owner Information: 07-31-22-32-0052 Plat:CENTURY FARM NORTH SADOWSKI DEREK Commissioner:JEFF REINERT 23 CENTURY TRL 23 CENTURY TRL LINO LAKES ONM LINO LAKES MN MN 55014 55014 Anoka County GIs 1:1,200 Date: 3/23/2021 Disclaimer:Map and parcel data are believed to be accurate,but accuracy is not guaranteed.This is not a legal document and should not be substituted for a title search,appraisal,survey,or for zoning verification. Application for Variance I am submitting this application to the City of Lino Lakes to consider my request for a 10-foot variance for a second driveway that would provide access from Pinto Lane to the detached garage I constructed in my back yard in September 2020. Currently my property has a chain link fence around the backyard and an existing 10-foot gate to access my yard from Pinto Lane. The rear of my property has approximately 55 feet of curb at Pinto Lane, by allowing a 10- foot variance should not affect any parking on Pinto Lane as there is currently not enough room to park three vehicles and this 10-foot variance would still allow for a vehicle to park on either side of it. At the time the permit to construct this garage was approved by the city on August 10, 2020, I was not aware that residential properties were only allowed one driveway per parcel. Between August 141h and August 191h, I spent $18,498.08 on building materials and the installation of the concrete garage floor and course of block. It was on August 251h, 2020 when I reached out to Diane Hankee to discuss a second driveway and what the process was to install it. It was during this time that Diane mentioned second driveways were not allowed and copied Katie Larsen on the email for me to discuss this with her further. While I certainly understand the need for codes and ordinances, not all properties are the same and exceptions should be considered based on the individual property. The final cost to construct this garage is approximately $35,000.00 and without a having legal access to it will cause me to suffer a hardship as I am not able to use this garage for its intended use. I appreciate the City of Lino Lakes considering my request and look forward to hearing from you. Please reach out to me anytime with any questions at 651.269.2158. Thank you!!! Y-LAND SURVEYING, P.A. LAND SURVEYORS 906,2- Proposed Top of Block INVOICE NO. 28,693 8700 Jefferson Highway F.B. NO. 303-47 oS.B Proposed Garage Floor SCALE 1"= 30' .� P 9 Osseo, Minnesota 55369 903 o Proposed Lowest Floor PHONE (763)493-5761 O Denotes Iron Monument FAX (763)493-5781 Type of Building - (� y.}° ❑ Denotes Wood Hub Set urveVars ttrrtif ra}r For Excavation Only 5p�'I� W,,04.04— NOTE: PROPERTY CORNERS x000.0 Denotes Existing Elevation N SET BY DEVELOPERS SURVEYOR O Denotes Proposed Elevation E-- Denotes Surface Drainage W �$ E SHARPER HOMES Property Located In Port Of SW 1 4 Sec. 2 Twp. 31 R. 22. sAPPROVED y-18-Zoos 4 902.be Tc 00 tv 9 903.0 ! 902.99 Of 903.I1 o �0}S 5 —05 DRAINAGE &U U7 EASEMENT :l / (DRAINAGE EA —NT• — n ci 901 9dor� ) 6)0r, 0 I 902.5� �� g02.3 I• 902.4 0.5 52'-0 17.5 905 o PROPOSED N II 1 Ui 14 CE RESIDEN o 9e1^0 r1 .41 9os.o9 I b •m 903:6 f n N e,✓ Irv. I Qlav- 0.5 t2'-0'N 2U-0- 717. { tcv iaotl- TaP IRoa1' .... • I o3.b �/ f o! ' ,04 �- \ i 1/ o 11 ' 903.4 .rc Co w.�ke n Tc goa..s9 swab 9oZ.29 go2,7S CENTURY TRAIL LOT 3, BLOCK 2, CENTURY FARM NORTH This survey is certiaed only to the above named person or persons and not to subsequent owners,mortgages or title Insurers. The only easements shown are from plots of record of Information provided by client. All building dimensions and floor elevations must be verified by client. I hereby certify that this survey woe 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. Signed Surveyed by us this 23rd day of March 20 05 Milton E. Hyland. Inn. Reg. No. 20262 Rea' a .a-zs-oc 12e,vtc�rl 4-l40�' _,� ' zr �,;e v . �; ., �'�. C ///'d'. - i. -, From: Katie Larsen To: Derek Sadowski; Diane Hankee Subject: RE:Vacating an easement Date: Wednesday,August 26,2020 7:41:54 AM Morning Derek, Unfortunately,city ordinance does not allow for a second driveway onto Pinto Lane.Pinto Lane should not be used as access to your rear yard on a regular basis. I can appreciate the need perhaps once or twice a year but that should really be all. I will also note you are allowed 1 attached garage and 1 detached accessory structure. Both structures combined cannot exceed 1,200 sf It looks like you have 1 detached shed so that would have to be removed in order to build another accessory structure. Thank you, Katie A.Larsen,AICP City Planner City of Lino Lakes 600 Town Center Pkwy Lino Lakes,MN 55014-1182 651-982-2426 direct 651-982-2400 main 651-982-2499 fax klarsen@linolakes.us -----Original Message----- From:Derek Sadowski Sent:Tuesday,August 25,2020 2:49 PM To:Diane Hankee Cc:Katie Larsen Subject:Re:Vacating an easement Thank you for the response Diane I was not going to vacate those easement until now since I decided to build a garage in my back yard. If there is any way I could be allowed to have a 10 foot wide driveway from my new garage to Pinto Lane,please let me know.For the past couple years,I have been having issues with one neighbor who parks his work truck everyday in front of my 10' gate that I use to access my back yard from Pinto Lane.He refuses to move it when I ask him to which causes me to have to watch for him to be at work so I can get into my back yard with a vehicle.I would be more than willing to use any surface you would require for this driveway if allowed to have one. I will be having the utilities marked again in my driveway and will send to you when they are marked. Again,thanks for all your help,I really appreciate it!!! Derek Sadowski Lieutenant-Fire Division Station 1 Lino Lakes Public Safety Department 651-269-2158 >On Aug 25,2020,at 14:19,Diane Hankee<DHankee@linolakes.us>wrote: >Derek, >The procedure is still the same.I have attached the 2009 letter providing direction.I have also attached the easement document which identifies the easement for drainage purposes. >I never received the pictures after you did the gopher one locate? >Regarding the garage and driveway,I have cc our City planner,Katie,who will respond. >Thank you, >-----Original Message----- >From:Derek Sadowski >Sent:Wednesday,August 19,2020 1:38 PM >To:Diane Hankee<DHankee@linolakes.us> >Cc:Derek Sadowski<DSadowski@linolakes.us> >Subject:Re:Vacating an easement >Hi Diana >It's been nearly 2 years since we last discussed these easements in my back yard of 23 Century Trail and having them vacated,so I was wondering if you could please refresh my memory on the process and what I would need to do to start this?I believe I would need to have a survey done but forget what else I need to do and who I would submit the paperwork to. >Also,we are putting a garage in our back yard that will be facing Pinto Lane(concrete was just poured Monday).I understand I am not allowed to have a second driveway,but I am wondering how close I can go to Pinto Lane with a surface like class five rock,asphalt or concrete?I just want to make sure I follow all city codes. >Thanks, >Derek Sadowski >Lieutenant-Fire Division >Station 1 >Lino Lakes Public Safety Department >651-269-2158 >>On Aug 29,2018,at 10:02,Diane Hankee<diane.hankee@ci.lino-lakes.mn.us>wrote: >>Was there anything marked back there,if so please send pictures.Not that I cannot come out,but good to have on file and show Council if needed. >>Thank you, >>Diane Hankee,PE >>City Engineer >>City of Lino Lakes >>651-982-2430 >>Diane.hankee@ci.lino-lakes.mn.us >>-----Original Message----- Attachment#5-Examples of Detached Structures with Garage Doors and No Driveway !1 s•'� JrI�$ r N 1 !ram 1 A 1 1 uyy y r Y HY—LAND SURVEYING) .Ae 9DG.z Proposed Top of Block LAND SURVEYORS INVOICE N0. 28.693 8700 Jefferson Highway F.B. NO. 303-47 SCALE 1'= 30' �o6.9 Proposed Garage Floor Osseo, Minnesota 55369 9c3 o Proposed Lowest Floor PHONE (763)493-5761 O Denotes Iron Monument P FAX (763)493-5781 Type of Building - j� O Denotes Wood Hub Set Ourvegars For Excavation Only NOTE: PROPERTY CORNERS x000.0 Denotes Existing Elevation N SET BY DEVELOPERS SURVEYOR 0 Denotes Proposed Elevation ---- Denotes Surface Drainage "fg E SHARPER HOMES Property Located In Part Of SW 1 4 Sec. 7 Twp. R. 22 s l�'�Ql`zOOj APPROVED 1 9d2.bs �v C°�Jb 909.0 9o2R9 r52 pp` —I= / r 903.11 0 15 t (""r C I c,A a ts- DRAINAGE & T LITY I \ EASEMENT— ( 9oo.y l 'T`61 1 A� / ff P t b� 9 11- 902.5 •. 902.7 ..... 0.5 52-o V t7.5 PROPOSED N 990E -- RESIDENCE a' T"4: .. {?b t x vJ'ALA 1\ 9a5.o4 1 l b m 903.E f t W'�lov--�rti. 0.5 12'-0''i'l 20'-o h7. //I' �vo ig0w1- l,Ijeo- , 902.3 *)a4 5 -90.00 �,,,c•e,-fie`. n 2 -A2..sp9�gy 0.,e q 902.29 ppvs Ap�p�r LOT 3, BLOCK 2, CENTURY FARM NORTH t: 5 This survey Is certified only to the above named person or persona '` and not to subsequent owners,mortgoil"or title Insurers. The only casements shown are from plate of record of Information provided by client. AN bulu dimensions and floor siawllons must be verified by client. I hereby certify that this survey was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor undo the laws of the Stole of Minnesota. Signed ---7 --- Surveyed by us this 23rd day of March 20 05 Milton E. Hyland.L nn. Reg. No, 20262 Rev' >3-zs-o>o pautctill