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Home My WebLink About12-02-24 - Council Work Session Agenda CITY COUNCIL AGENDA Monday, December 2, 2024 City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz Interim City Administrator: Dave Pecchia COUNCIL WORK SESSION, 6:00 P.M. Community Room (Not televised) | No Public Comment allowed per the Rules of Decorum 1. Call to Order and Roll Call 2. Setting the Agenda: Addition or Deletion of Agenda Items 3. Spargur Estates Variances and Preliminary Plat, Katie Larsen, City Planner 4. Lyngblomsten PUD Concept Plan #2, Katie Larsen, City Planner 5. 2025 Municipal Election, Roberta Colotti, City Clerk 6. 2025 State Licensing of Cannabis Sales and Associated City Registration Regulations, William Owens, Police Captain 7. Response to 11/12/24 City Council Meeting, Public Comment Regarding Panhandling, William Owens, Police Captain 8. Quarter 3 Public Safety Update, Kyle Leibel, Deputy Public Safety Director 9. Consider Creation of a Design Review Committee for the Public Works Facilities Project, Presented by Mayor Rafferty and Councilmember Ruhland 10. Future Meeting Schedule, Roberta Colotti, City Clerk a. Review December 23, 2024 Regular Meeting & January 6, 2025 Work Session 11. Notices and Communications, City Council 12. Closed Session - Discuss Offer for Proposed Land Purchase, 7473 24th Avenue (Winter Property), Michael Grochala ADJOURNMENT 1 CITY COUNCIL WORK SESSION STAFF REPORT ITEM NO. 3 STAFF ORGINATOR: Katie Larsen, City Planner DATE OF WORK SESSION: December 2, 2024 TOPIC: Spargur Estates Variances and Preliminary Plat ______________________________________________________________________________ BACKGROUND At the Work Session, staff will present the December 9, 2024 Council staff report. The applicant, Mespargur Inc, submitted a complete land use application for variances and preliminary plat for Spargur Estates. The applicant proposes to subdivide the existing parcel located at 559 Lois Lane into three (3) single family lots for the purpose of constructing two (2) new single family detached dwellings. REQUESTED COUNCIL DIRECTION None. Discussion only. ATTACHMENTS 1.December 9, 2024 Council Staff Report 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: December 9, 2024 TOPIC: Spargur Estates i.Consider Resolution No. 24-156 Approving Variances ii.Consider Resolution No. 24-157 Approving Preliminary Plat VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION Staff is requesting City Council consideration of the above noted items. Review Deadline: Complete Application Date: September 9, 2024 60-Day Deadline:November 8, 2024 60-Day Extension:January 7, 2024 Environmental Board Meeting: September 25, 2024 Park Board Meeting: NA Planning & Zoning Board Meeting: October 9, 2024 November 13, 2024 City Council Work Session: December 2, 2024 City Council Meeting: December 9, 2024 The applicant, Mespargur Inc, submitted a complete land use application for variances and preliminary plat for Spargur Estates. The applicant proposes to subdivide the existing parcel located at 559 Lois Lane into three (3) single family lots for the purpose of constructing two (2) new single family detached dwellings. This staff report is based on the following submittal information: •Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. revision date October 15, 2024 Attachment 1: December 9, 2024 Council Staff Report 2 • Drainage Report prepared by Plowe Engineering, Inc. revision date October 15, 2024 • Title Commitment prepared by Old Republic National Title Insurance Company dated August 23, 2024 • Geotechnical Exploration Report prepared by Haugo Geotechnical Services dated October 2, 2024 BACKGROUND The lot is legally described as Lot 5, Block 1, Mar Don Acres. History Mar Don Acres Mar Don Acres was originally platted in 1978. As part of that plat, eight (8) lots were created north of Lois Lane with each lot being 294.00 feet in depth and approximately 165 feet in width with lot sizes of 48,510 sq. ft. Houses were purposely located on the lots in a manner so that the lot could further subdivided when public water and sewer become available. Three (3) other residential subdivisions similar to the proposed Spargur Estates have since been approved from these 8 lots. Hailey Manor Hailey Manor subdivided Lots 6, 7 and 8, Block 1, Mar Don Acres into 12 single family residential lots (3 original lots subdivided into 4 lots each for a total of 12 lots). The parcel was rezoned and variances were allowed for 132 foot lot depths vs 135 foot required due to required 30 foot right of way dedication along Arlo Lane. The following actions were approved in 2006/2007 by City Council regarding Hailey Manor: • Resolution No. 03-120 for Variance and Preliminary Plat • Ordinance No. 16-03 for Rezoning from R, Rural to R-1, Single Family • Resolution No. 03-208 for Final Plat This plat is directly east of the proposed Spargur Estates. Isabell Estates Isabell Estates subdivided Lot 3, Block 1, Mar Don Acres into 4 single family residential lots. The following actions were approved by the City Council in 2014 regarding Isabell Estates: • Resolution No. 14-66 approving variances for lot depth, lot width and side setback • Resolution No. 14-67 approving the Preliminary Plat • Resolution No. 14-114 approving the Final Plat 3 This plat is west of the proposed Spargur Estates. Golden Acre Golden Acre subdivided Lot 4, Block 1, Mar Don Acres into 4 single family residential lots. The parcel was rezoned and variances were also approved allowing for 132 foot deep lots, lot width reduction and side yard setback reduction due to required right of way dedication and location of existing house on the lot. The following actions were approved by City Council regarding Golden Acre: •Resolution No. 06-181 for Variances and Preliminary Plat •Ordinance No. 11-06 for Rezoning from R, Rural to R-1, Single Family •Resolution No. 07-103 for Final Plat This plat is immediately west of the proposed Spargur Estates. Existing Site Conditions The 1 acre site is a residential lot containing a single family detached dwelling and attached garage. Other than trees and shrubs, there are no significant natural resources on site. The Certificate of Survey indicates a Soderville fine sand and Zimmerman fine sand on the property. Zoning Current Zoning R-1, Single Family Residential Current Land Use Rural Residential Future Land Use per CP Low Density Sewered Residential (1.6 to 3.0 units per acre) Utility Staging Area 1A = 2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North R-1, Single Family Residential Low Density Sewered Residential East R-1, Single Family Residential Low Density Sewered Residential South R-1, Single Family Residential Low Density Sewered Residential West R-1, Single Family Residential Low Density Sewered Residential 4 ANALYSIS Density and Land Area Calculations The following chart implements Met Council’s formula for calculating net density. Gross Area (acres) 1.11 Wetlands & Water Bodies 0.00 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other 0.00 Net Area (acres) 1.11 # of Units 3 Gross Density (units/acre) 2.70 Net Density (units/acre) 2.70 Per the current 2040 Comprehensive Plan, the lot is guided low density residential development and allows for 1.6 to 3.0 units per net acre. The proposed net density of 2.70 units per acre is consistent with the Comprehensive Plan. Zoning Requirements Zoning requirements and standards of the R-1 Single Family Residential District apply to this subdivision. R-1 Requirements Proposed Lot 1 (existing house) Lot 2 Lot 3 Min. Lot Size 10,800 sf 21,780 sf 10,890 sf 10,890 sf Min. Lot Width 80 ft 165 ft 82.50 ft 82.50 ft Min. Lot Depth 135 ft 132a ft 132a ft 132a ft Building Setback -From Streets 30 ft 38.9 ft 30 ft 30 ft 5 Lois Ln and Arlo Ln (Both Minor Collector) -Rear --Principal 30 ft 49.3 ft 30 ft 30 ft --Accessory 5 ft 23 ft 5 ft 5 ft -Side --Principal 10 ft 90 ft 10 ft 10 ft --Accessory 5 ft 7.3 ft 5 ft 5 ft Impervious Surface 65% 17.6% TBD w/ building permit TBD w/ building permit aVariances are required for the lot depths. Building Requirements At the time of building permit, the single family detached dwellings proposed on Lot 2 and Lot 3 will be reviewed for compliance regarding impervious surface, building footprint area, garage size, and design and construction standards. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat has been reviewed for compliance with the comprehensive plan, zoning and subdivision ordinance. The subdivision is consistent with the comprehensive plan. It does meet the performance standards of the subdivision and zoning ordinance with the approved variances. Blocks and Lots The proposed preliminary plat creates 1 block with 3 lots. Lot 1, Block 1 will contain the existing house which will remain on site. Lot 2 and Lot 3 will be developed with single family detached dwellings. Streets and Alleys Arlo Lane is a minor collector road and is capable of handling two (2) additional single family detached dwellings. 6 Easements Standard drainage and utility easements are being dedicated along the lot lines. Storm Water Management and Erosion and Sediment Control The proposed development does not require a stormwater management plan under City Code Chapter 1011. Per the Site Drainage Narrative and Calculations report revision date October 15, 2024, a small rear yard depression is shown to help get drainage from west to east. This basin overflows to the east to match existing conditions. It is assumed the basin will drain dry between storm events. Public Utilities The existing house at 559 Lois Lane is connected to public watermain and sanitary sewer. The two (2) new lots will also be connected to public water and sanitary which is capable of handling two (2) single family detached dwellings. Water and sanitary sewer laterals are already stubbed into the two (2) proposed lots. Public Land Dedication The proposed subdivision is within the Highland Meadow Park neighborhood service area. The development is not within the greenway system. Arlo Lane is identified as a future trail corridor that is proposed to extend from Highland Meadows Park to Woodduck Trail and eventually to 4th Avenue. The City will require cash in lieu of land dedication for the two (2) new lots. Lot 1 with the existing house will not be charged a park dedication fee. Park Dedication Fees Total # of Lots = 2 x 2024 Park Dedication Fee $3,300 = Total Due $6,600 Tree Preservation and Landscaping A tree survey was performed that identified: Total Trees 19 Total Trees Removed 2 Total Trees Preserved 17 Mitigation Trees Required 0 7 19 trees were identified in the tree inventory, with 2 proposed for removal. Seven (7) or the remaining 17 are located off site along the western property line of lot 3. The 17 trees planned for preservation must have Tree Protection Zones installed in accordance with the City Tree Protection Fence Detail. The Tree Protection Zones need to be shown on the Grading, Drainage and Erosion Control Plan and Landscape Plan. Tree Preservation and Mitigation Standards have not been met. Open Areas Landscape Standards Open areas standards do not apply to single family residential lots. Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. The project property and surrounding properties are zoned R1, so buffer and screen standards do not apply. Canopy Cover Canopy cover standards to not apply to single family residential development. Foundation Landscaping Foundation landscaping standards do not apply to single family residential development. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. The ground cover types and locations must be added to the Grading Drainage and Erosion Control Plan and the Landscape Plan. Environmental Assessment Worksheet (EAW) An Environmental Assessment Worksheet is not mandated. The three (3) unattached residential units are under the 250 unattached unit threshold required for a mandatory EAW. Wetlands 8 There are no wetlands on site. FEMA Floodplain There is no FEMA floodplain on site. Shoreland Management Overlay The parcel is not located within a Shoreland Management Overly district. Impervious Surface Coverage The maximum allowed impervious surface coverage per lot is 65%. Lot 1 (existing house) is at 17.6% and compliant. The impervious coverage for Lots 2 and 3 will be evaluated with those individual building permits and surveys. Traffic Study A traffic study is not required for two (2) new single family lots on Arlo Lane. It is a minor collector street and has capacity for two (2) single family detached dwellings. Additional City and Government Agency Review Comments Public Safety Comments Lino Lakes Public Safety Department-Police Division and Fire Division reviewed the preliminary plat and had no comments. Environmental Board The Environmental Board reviewed the development proposal at their September 25, 2024 meeting and noted some with minor revisions are needed. The Environmental Coordinator reviewed the revised plans. Comments are summarized in the attached November 1, 2024 Environmental memo. Planning & Zoning Board The Planning & Zoning Board held a public hearing on October 9, 2024. The original preliminary plat proposed four (4) lots; however, it did not meet density requirements. The Board continued the hearing to November 14, 2024 to allow the applicant time to revise the plans to three (3) lots. There were no public comments. The Board recommended approval of the variances and preliminary plat. Agreements 9 Stormwater Maintenance Agreement A stormwater maintenance agreement is not required since a stormwater management plan is not required per City Code Chapter 1010. Development Agreement and Final Plat The applicant shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as part of the final plat application. Comprehensive Plan Spargur Estates is consistent with the goals and policies of the comprehensive plan regarding land use, density, housing, economic development, transportation, local water management plan, sanitary sewer, water supply and parks, greenway and trails. Land Use Plan Per the current 2040 Comprehensive Plan, the lot is guided low density residential development and allows for 1.6 to 3.0 units per net acre. The proposed net density of 2.70 units per acre is consistent with the Comprehensive Plan. The site is in Planning District 2 and is guided for low density residential development. There are no specific planning recommendations for this site. Housing Plan A goal of the housing plan is to maintain existing housing stock to insure a high-quality environment in all residential neighborhoods. It is a policy to encourage in-fill housing where appropriate. Spargur Estates meets the goals of the housing plan by supporting in-fill housing. Economic Development The three (3) lot single family residential development does not negatively impact the City’s economic development plan. Transportation Plan A goal of the transportation plan is to ensure that streets are as safe as possible. Arlo Lane is a minor collector street and has capacity for two (2) single family detached dwellings. 10 Local Water Management Plan The purpose of the water management program is to protect, preserve, and use natural surface and groundwater storage and retention systems and prevent erosion of soil into surface water systems. Spargur Estates protects the natural surface and groundwater storage with the construction of a small rear yard depression. Erosion and sediment control practices will also be implemented. Sanitary Sewer Plan The goal of the sanitary sewer plan is to maintain the city’s residents and businesses with an affordable and safe sanitary sewer system. The existing house is served by an 8” municipal sanitary sewer main along Lois Lane. The two (2) new lots will be served by 8” municipal sanitary sewer along Arlo Lane. The existing sanitary sewer system has capacity for two (2) new single family detached dwellings. Water Supply Plan A goal of the water supply plan is to provide residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The existing house is served by an 8” municipal watermain along Lois Lane. The two (2) new lots will be served by 8” municipal watermain along Arlo Lane. The existing water supply system has capacity for two (2) new single family detached dwellings. Parks, Greenways and Trails A goal and policy of the parks, greenways and trails plan is to continue to development and fund recreational activities in the City. The City will require cash in lieu of land dedication for the two (2) new lots. Findings of Fact Resolution No. 24-156 details the findings of fact for the variances. Resolution No. 24-157 details the findings of fact for the preliminary plat. RECOMMENDATION Staff and Boards recommend approval of the Spargur Estates variances and preliminary plat. 11 ATTACHMENTS 1. Site Location & Aerial Map 2. Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. revision date October 15, 2024 3. City Engineer Memo dated November 6, 2024 4. Environmental Memo dated November 1, 2024 5. Resolution No. 24-156 6. Resolution No. 24-157 W o o d d u c k T rl M y rtle L n Lois Ln Nottingham Ln Arlo Ln Meadow View Trl Joseph Ct Highland TrlMyrtleLn Highland Meadows Park LoisLn Arlo Ln Country Ln Legend Address Labels Parcels October 2, 2024± Map Powered By Datafi 1 in = 200 Ft Spargur Estates HOUSE GARAGE 60 CANT. EXISTING 909.1 909.0 MBOX5 911.1 910.1 SIGN 30 30 30 30 HOUSE EXISTING GARAGE GARAGEHOUSEEXISTING HOUSE EXISTING GARAGE SHED EXISTING HOUSEEXISTING GARAGE PORTABLE SMOKE HOUSE 38 . 9 DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF MAR DON ACRES 30 30 5 5 5 5 1010 DEC K ST E P S 907.1 SB#4 907.9 SB#3 907.5 SB#2 909.2 SB#1 (22" x 34") S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM 1 INCH = 30 FEET HORIZONTAL 30 0 15 30 60 VICINITY MAP ( NOT TO SCALE ) DEVELOPER ME SPARGUR INC. 12952 96TH ST NE OTSEGO, MN 55330 MITCH SPARGUR 952-412-6760 MITCH@MITCHSPARGUR.COM ENGINEER PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 ADAM GINKEL, P.E. 651-361-8234 ADAM@PLOWE.COM TITLE SHEET SPARGUR ESTATES LINO LAKES, MINNESOTA SURVEYOR E.G. RUD & SONS LAND SURVEYING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 JASON RUD 651-361-8225 JRUD@EGRUD.COM FA X : ( 6 5 1 ) 3 6 1 - 8 7 0 1 PH O N E : ( 6 5 1 ) 3 6 1 - 8 2 1 0 LI N O L A K E S , M N 5 5 0 1 4 67 7 6 L A K E D R I V E SU I T E 1 1 0 SI T E P L A N N I N G & E N G I N E E R I N G PL O W E EN G I N E E R I N G , I N C . PR E P A R E D F O R : M E S P A R G U R I N C . SP A R G U R E S T A T E S LI N O L A K E S , M N 1 2 4 5 6 7 83 MQ A AG CH E C K B Y : DR A W N B Y : 24 - 2 1 6 4 DA T E : JO B N O : 09 / 0 6 / 2 4 DE S C R I P T I O N DA T E NO . SHEET C0 Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 10 . 1 5 . 2 0 2 4 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e or u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y li c e n s e d p r o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f th e S t a t e o f M i n n e s o t a . TI T L E S H E E T PR E L I M I N A R Y NO R T H 24-2164 SHEET INDEX CO TITLE SHEET GRADING, DRAINAGE & ESC PLANC1.1 S1 CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP S2 PRELIMINARY PLAT C1.2 UTILITY PLAN C1.3 C2.1 REMOVALS PLAN LANDSCAPE PLAN ALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITS FROM CITY OF LINO LAKES, MNDOT, AND THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, SHALL BE OBTAINED PRIOR TO ORDERING OF MATERIAL AND STARTING OF CONSTRUCTION. NO INSTALLATION OF UTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLE PERMITS ARE RECEIVED BY CONTRACTOR. INSTALLATION OF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY STANDARDS AND CITY STANDARDS AS IDENTIFIED IN THE PUBLIC WORKS/ENGINEERING STANDARDS. S3 TREE INVENTORY WITH REMOVALS DETAILSC3.1 SITE DE S C R I P T I O N 10 . 1 5 . 2 4 HOUSE GARAGE 60 EX I S T I N G DR I V E W A Y 909.3 909.6 908.0 907.8 908.2 908.9 909.5 912.2 EXISTING 909.1 909.2 904.7 906.9 909.60 TC 909.6 909.2 909.3 909.3 907.5 907.3 907.2 907.0 906.5 906.9 908.3 909.690 6 . 9 90 7 . 4 909.1 909.7 90 9 . 0 90 9 . 1 90 7 . 0 90 7 . 2 90 8 . 7 91 0 . 9 91 0 . 0 90 8 . 7 90 7 . 0 90 7 . 7 90 8 . 8 90 9 . 5 908.7 909.0 MBOX5 908.70 TC 908.66 TC 909.1 910.4 911.9 911.9 911.9 910.1 908.42 EBIT TC 908.44 TC 908.87 TC 909.0 CS 907.6 907.1 906.6 906.8 906.8 907.0 906.9 907.1 907.5 908.9908.9 908.95 TC 909.17 TC 909.3 908.0 907.0 907.3 907.1 907.4 907.7 909.30 TC 909.12 TC 909.40 TC 909.5 908.5 908.0 907.3 907.2 907.1 907.5 907.9 908.0 908.2 907.7 907.3 907.0 907.6 908.3 909.1 909.8 909.50 TC 909.68 TC 909.6 909.5 908.6 908.2 908.1 908.1 908.3 908.0 908.6 909.2 909.2 909.1 909.1908.9 909.3 909.66 TC 909.37 TC 909.47 TC 909.7 909.32 TC 909.3 909.9 909.1 90 8 . 8 90 9 . 2 90 9 . 4 910.3 910.2 910.0 91 0 . 0 90 9 . 1 90 9 . 4 90 9 . 5 90 9 . 5 910.3 910.7 90 9 . 5 90 9 . 3 90 9 . 4 90 9 . 1 90 9 . 0 909.0 90 8 . 5 908.2 908.1 908.0 907.2 907.0 907.4 907.9 908.1 907.7 907.0 907.0 908.1 907.1 907.9 908.3 908.6 908.2 908.1 908.6 910.9 910.2 90 8 . 3 908.0 90 8 . 2 90 8 . 3 90 8 . 5 910.8 911.1 911.6 910.7 3212 908.9 SPRUCE 6 91 1 . 3 911.9 90 9 . 9 90 8 . 8 3217 908.8 OAK 6 3218 908.9 OAK 6 3219 909.2 ASH 10 90 8 . 9 90 9 . 0 911.0 91 0 . 2 CS910.2 909.94 EBIT TC 909.81 TC 910.1 SIGN 3231 909.5 PINE 6 3232 909.4 COTTONWOOD 16 3233 909.4 OAK 8 909.9 909.89 TC 908.8 90 8 . 1 908.6 908.6 910.6 909.2 906.3 909.46 TC CS 909.4 CS909.0 CS 909.3 907.2 907.1 907.2 3500 909.9 MAPLE30 909.3 909.5 909.9 910.4 909.5 909.4 910.0 3508 910.3 MAPLE22 910.0 908.9 3511 907.8 PINE16 907.2 907.1 907.1 907.1 907.0 907.2 3520 907.2 SPRUCE12 90 6 . 8 906.9 3523 907.5 SPRUCE16 3524 909.1 CRAB9 90 9 . 2 9 1 0 . 4 90 8 . 8 90 9 . 4 910 . 9 90 9 . 9 91 0 . 2 909.9 91 0 . 9 910.0 911.0 910. 2 910.7 910.4 910.0 909.9 910.4 910.6910.3 910.5 910.7 910.8910.8 91 0 . 7 910.9 910.8 910.9 91 0 . 5 910.1 909.7 910.4 910.6 910.9 9 1 0 . 9 916.8 FFE 3571 908.9 MAPLE18 3572 908.1 MAPLE18 908.3 907.0 EFIREPIT 907.2 EFIREPIT 3578 910.7 MAPLE34 909.8 909.4 909.3909 . 3 911.3910.2 909.25 TC 909.08 TC 909.05 TC 909.18 TC 909.18 TC 909.3 910.0 910.3 911.2 FFE-GAR 910.8 910.5 909.6 3610 910.2 CRAB10 911.9 911.2 911.0 910.8 910.9 911.9 912.3 DOOR-FFE+- 91 0 . 4 91 0 . 9 91 1 . 1 91 0 . 2 91 0 . 2 91 0 . 9 91 0 . 2 9 1 1 . 0 91 0 . 3 909.9910 . 6 91 0 . 1 90 9 . 9 90 9 . 6 90 9 . 2 909.1 909.4 91 0 . 4 91 1 . 3 910.8 91 0 . 4 90 9 . 7 91 0 . 1 91 1 . 6 911.0 910.0 909.3909.14 EBIT-TC 909.01 TC 90 9 9 1 0 909 908 907 907 908 909 91 0 90 9 907 908 91 0 91 1 91 0 908 907 90 9 9 0 8 911 910 909 CO 909.54 SANSVC 909.46 MHSAN HOUSE EXISTING GARAGE GARAGEHOUSE EXISTING 90 5 906 907 908 908 909 906 907 908 909 908 909 910 HOUSE EXISTING GARAGE 908.90 MHSAN SHED EXISTING 91 0 909 908 904 HOUSE EXISTING GARAGE PORTABLE SMOKE HOUSE EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y 0.6 0.5 3.5 WEST FACE OF RETAINING WALL ON OR NEAR LOT LINE 6.0 9.1 3.2 FENCE 907.1 SB#4 907.9 SB#3 907.5 SB#2 909.2 SB#1 8.3 7.3 TO FACE OF BRICK LEDGE 909.2 909.3 EDGE OF LANDSCAPING 910.7 910.8 REMNANTS OF OLD GRAVEL AREA. NOW OVERGROWN WITH GRASS. S.E.W.O. LOW ENTRY = 909.4 LOW FLOOR = 909.4 60.00 60 . 0 0 60 . 0 0 60.00 2. 0 % 2. 0 % 1. 5 % PROVIDE EXTRA DEPTH FOOTINGS AND EXPOSE FOUNDATION (TYP) EOF: 907.2 1. 5 % HWL 907.4 DW Y 6. 7 % DW Y 7. 6 % FRONT GAR 912.5 909 LOW ENTRY = 909.4 LOW FLOOR = 909.4 FRONT GAR 912.5 9 1 0 91 0 S.E.W.O. 906.8906.8 FILL FRONTAGE TO PROVIDE POSITIVE DRAINAGE TO CURB MOVE BUILDING TO BE AT LEAST 5-FT FROM PROPERTY LINE RELOCATE FIRE PIT TO BE: (A) AT LEAST 20-FT FROM ALL PROPERTY LINES (B) AT LEAST 25-FT FROM ALL STRUCTURES 1. 5 % RESTORE DISTURBED AREAS WITH TEMPORARY SEED MIX - ONCE BUILDING CONSTRUCTION HAS BEEN COMPLETED, LOT TO BE PROVIDED WITH SOD TREE PROTECTION FENCING (TYP) EXISTING TREES SHALL BE PROTECTED IN ACCORDANCE WITH CITY TREE PROTECTION FENCE DETAIL (GEN-27) - TYP. REMOVE TOPSOIL AND REPLACE WITH MIX OF 70% SAND / 30% TOPSOIL PROVIDE BIOROLLS TO PROTECT BASIN FROM SEDIMENT 907 907 90 7 90 7 2. 0 % 908908 909 909 9 1 0 90 9 908 90 7 91 0 912 912 908 ROCK CONSTRUCTION ENTRANCE 909.65 908.50 909.00 910.00 908.00 907.50 910.30 909.10 910.40 2. 0 % 910 GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. DENOTES FENCE DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE XX GAS E DENOTES UNDERGROUND CABLE LINECBL DENOTES BUILDING SETBACK LINE DENOTES HYDRANT DENOTES GAS METER DENOTES SIGN DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES TELEPHONE PEDESTAL DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES WELL DENOTES MAILBOX DENOTES FIBER OPTIC BOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS DENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNIT DENOTES CLEAN OUT DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLE X 952.36 C E CO CS S T W LEGEND DENOTES RETAINING WALL DENOTES PAVER SURFACE S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM FA X : ( 6 5 1 ) 3 6 1 - 8 7 0 1 PH O N E : ( 6 5 1 ) 3 6 1 - 8 2 1 0 LI N O L A K E S , M N 5 5 0 1 4 67 7 6 L A K E D R I V E SU I T E 1 1 0 SI T E P L A N N I N G & E N G I N E E R I N G PL O W E EN G I N E E R I N G , I N C . PR E P A R E D F O R : M E S P A R G U R I N C . SP A R G U R E S T A T E S LI N O L A K E S , M N 1 2 4 5 6 7 83 MQ A AG CH E C K B Y : DR A W N B Y : 24 - 2 1 6 4 DA T E : JO B N O : 09 / 0 6 / 2 4 DE S C R I P T I O N DA T E NO . SHEET C1.1 Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 10 . 1 5 . 2 0 2 4 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e or u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y li c e n s e d p r o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f th e S t a t e o f M i n n e s o t a . GR A D I N G , D R A I N A G E & E S C P L A N PR E L I M I N A R Y 24-2164 (22" x 34") NO R T H 1 INCH = 20 FEET HORIZONTAL 20 0 10 20 40 ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS. PHASE I: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCE. 2.PROVIDE TEMPORARY PARKING AND STORAGE AREA. 3.INSTALL SILT FENCE AS SHOWN ON PLAN. 3.1.ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 3.2.THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. 3.3.SILT FENCE SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN STABILIZED. 3.4.CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT APPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVE NON-FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTING MUST BE LOOSE-WEAVE.) 4.INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES. 5.PROVIDE TREE PROTECTION FENCING IN ACCORDANCE WITH CITY TREE PROTECTION FENCE DETAIL (GEN-27). 6.PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. 6.1.CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 7.PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. 8.STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY. 9.FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. 10.CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR AS DIRECTED BY CITY. PHASE II: 1.PROVIDE TEMPORARY SEED FOR DISTURBED AREAS. 2.INSTALL RIP-RAP AT FLARED-END SECTIONS (AS APPLICABLE). 3.INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLET STRUCTURES IN PAVING AREAS (AS APPLICABLE.) 4.INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER. 5.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD. 6.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER SITE HAS BEEN STABILIZED. ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NON FIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS 3885 (CATEGORY 2)WOOD FIBER BLANKET 3881FERTILIZER 3882 (TYPE 1 - DISC ANCHORED)MULCH * FOR TURF ESTABLISHMENT ITEM 3876SEED ** 3878SOD MNDOT SPECIFICATION/NOTES MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY MNDOT MIX 21-112 (100 LBS/ACRE)FALL COVER MNDOT MIX 21-111 (100 LBS/ACRE)SPRING/SUMMER MNDOT MIX 22-111 (30.5 LBS/ACRE)1-2 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE)2-5 YEARS COVER COMMERCIAL TURF RESIDENTIAL TURF MNDOT MIX 21-113 (110 LBS/ACRE)SOIL-BUILDING COVER 3884HYDROMULCH REVEGETATION SPECIFICATIONS TIMING FOR EROSION & SEDIMENT CONTROL R Call before you dig. below.Know what's SITE AREA = 48,510 SF AREA OF DISTURBANCE = 27,000 SF = 0.62 ACRES EXISTING IMPERVIOUS = 6,258 SF * NEW & RECONSTRUCTED IMPERVIOUS LOT 2 DRIVEWAY *= 1,210 SF LOT 2 HOUSE / PATIO = 2,000 SF LOT 3 DRIVEWAY *= 1,210 SF LOT 3 HOUSE / PATIO = 2,000 SF TOTAL = 6,420 SF * INCLUDES INSIDE RIGHT-OF-WAY GRADING INFORMATION DENOTES PROPOSED CONTOURS DENOTES PROPOSED SPOT ELEVATION909.65 DE S C R I P T I O N 10 . 1 5 . 2 4 HOUSE GARAGE 60 EX I S T I N G DR I V E W A Y 909.3 909.6 908.0 907.8 908.2 908.9 909.5 912.2 EXISTING 909.1 909.2 909.05 FNDIP1/2 908.69 FNDIP1/2 904.7 906.9 906.84 FNDIP12294 907.3 5 FND I P C A P - U N D E R R O O T 909.48 FNDIP17765 908.52 FNDIP17765 909.60 TC 909.6 909.2 909.3 909.3 907.5 907.3 907.2 907.0 906.5 906.9 908.3 909.690 6 . 9 90 7 . 4 909.1 909.7 90 9 . 0 90 9 . 1 90 7 . 0 90 7 . 2 90 8 . 7 91 0 . 9 91 0 . 0 90 8 . 7 90 7 . 0 90 7 . 7 90 8 . 8 90 9 . 5 908.7 909.0 MBOX5 908.70 TC 908.66 TC 909.1 910.4 911.9 911.9 911.9 910.1 908.42 EBIT TC 908.44 TC 908.87 TC 909.0 CS 907.6 907.1 906.6 906.8 906.8 907.0 906.9 907.1 907.5 908.9908.9 908.95 TC 909.17 TC 909.3 908.0 907.0 907.3 907.1 907.4 907.7 3106 908.5 MAPLE 6 909.30 TC 909.12 TC 3111 908.5 MAPLE 6 909.40 TC 909.5 908.5 908.0 907.3 907.2 907.1 907.5 907.9 908.0 908.2 907.7 907.3 907.0 907.6 908.3 909.1 909.8 909.50 TC 909.68 TC 909.6 909.5 908.6 908.2 908.1 908.1 908.3 908.0 908.6 909.2 909.2 909.1 909.1908.9 909.3 909.66 TC 909.37 TC 909.47 TC 909.7 909.32 TC 909.3 909.9 909.1 90 8 . 8 90 9 . 2 90 9 . 4 910.3 910.2 910.0 91 0 . 0 90 9 . 1 90 9 . 4 90 9 . 5 90 9 . 5 910.3 910.7 90 9 . 5 90 9 . 3 90 9 . 4 90 9 . 1 90 9 . 0 909.0 90 8 . 5 908.2 908.1 908.0 907.2 907.0 907.4 907.9 908.1 907.7 907.0 907.0 908.1 907.1 907.9 908.3 908.6 908.2 908.1 908.6 910.9 910.2 90 8 . 3 908.0 90 8 . 2 90 8 . 3 90 8 . 5 910.8 911.1 911.6 910.7 3212 908.9 SPRUCE 6 91 1 . 3 911.9 90 9 . 9 90 8 . 8 3217 908.8 OAK 6 3218 908.9 OAK 6 3219 909.2 ASH 10 90 8 . 9 90 9 . 0 911.0 91 0 . 2 CS910.2 909.94 EBIT TC 909.81 TC 910.1 SIGN 3231 909.5 PINE 6 3232 909.4 COTTONWOOD 16 3233 909.4 OAK 8 909.9 909.89 TC 908.8 90 8 . 1 908.6 908.6 910.6 909.2 906.3 909.46 TC CS 909.4 CS909.0 CS 909.3 907.2 907.1 907.2 3500 909.9 MAPLE30 909.3 909.5 909.9 910.4 909.5 909.4 910.0 3508 910.3 MAPLE22 910.0 908.9 3511 907.8 PINE16 907.2 907.1 907.1 907.1 907.0 907.2 3520 907.2 SPRUCE12 90 6 . 8 906.9 3523 907.5 SPRUCE16 3524 909.1 CRAB9 90 9 . 2 9 1 0 . 4 90 8 . 8 90 9 . 4 910 . 9 90 9 . 9 91 0 . 2 909.9 91 0 . 9 910.0 911.0 910. 2 910.7 910.4 910.0 909.9 910.4 910.6910.3 910.5 910.7 910.8910.8 91 0 . 7 910.9 910.8 910.9 91 0 . 5 910.1 909.7 910.4 910.6 910.9 9 1 0 . 9 916.8 FFE 3571 908.9 MAPLE18 3572 908.1 MAPLE18 908.3 907.0 EFIREPIT 907.2 EFIREPIT 3578 910.7 MAPLE34 909.8 909.4 909.3909 . 3 911.3910.2 909.25 TC 909.08 TC 909.05 TC 909.18 TC 909.18 TC 909.3 910.0 910.3 911.2 FFE-GAR 910.8 910.5 909.6 3610 910.2 CRAB10 911.9 911.2 911.0 910.8 910.9 911.9 912.3 DOOR-FFE+- 91 0 . 4 91 0 . 9 91 1 . 1 91 0 . 2 91 0 . 2 91 0 . 9 91 0 . 2 9 1 1 . 0 91 0 . 3 909.9910 . 6 91 0 . 1 90 9 . 9 90 9 . 6 90 9 . 2 909.1 909.4 91 0 . 4 91 1 . 3 910.8 91 0 . 4 90 9 . 7 91 0 . 1 91 1 . 6 911.0 910.0 909.3909.14 EBIT-TC 909.01 TC CO 909.54 SANSVC 909.46 MHSAN HOUSE EXISTING GARAGE GARAGEHOUSE EXISTING PERIMETER OF RANDOM DIRT PILES HOUSE EXISTING GARAGE 908.90 MHSAN SHED EXISTING HOUSE EXISTING GARAGE PORTABLE SMOKE HOUSE EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y GR A V E L DR I V E W A Y 0.6 0.5 3.5 WEST FACE OF RETAINING WALL ON OR NEAR LOT LINE 6.0 9.1 908.97 FNDIP 3.2 FENCE 907.1 SB#4 907.9 SB#3 907.5 SB#2 909.2 SB#1 8.3 7.3 TO FACE OF BRICK LEDGE 909.2 909.3 EDGE OF LANDSCAPING 910.7 910.8 REMNANTS OF OLD GRAVEL AREA. NOW OVERGROWN WITH GRASS. REMOVE GRAVEL DRIVEWAY REMOVE FENCE EXISTING SOIL STOCKPILE TO BE USED FOR ONSITE GRADING REMOVE PAVERS REMOVE TREE (TYP) GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. DENOTES FENCE DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE XX GAS E DENOTES UNDERGROUND CABLE LINECBL DENOTES BUILDING SETBACK LINE DENOTES HYDRANT DENOTES GAS METER DENOTES SIGN DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES TELEPHONE PEDESTAL DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES WELL DENOTES MAILBOX DENOTES FIBER OPTIC BOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS DENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNIT DENOTES CLEAN OUT DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLE X 952.36 C E CO CS S T W LEGEND DENOTES RETAINING WALL DENOTES PAVER SURFACE S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM FA X : ( 6 5 1 ) 3 6 1 - 8 7 0 1 PH O N E : ( 6 5 1 ) 3 6 1 - 8 2 1 0 LI N O L A K E S , M N 5 5 0 1 4 67 7 6 L A K E D R I V E SU I T E 1 1 0 SI T E P L A N N I N G & E N G I N E E R I N G PL O W E EN G I N E E R I N G , I N C . PR E P A R E D F O R : M E S P A R G U R I N C . SP A R G U R E S T A T E S LI N O L A K E S , M N 1 2 4 5 6 7 83 MQ A AG CH E C K B Y : DR A W N B Y : 24 - 2 1 6 4 DA T E : JO B N O : 09 / 0 6 / 2 4 DE S C R I P T I O N DA T E NO . SHEET C1.2 Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 10 . 1 5 . 2 0 2 4 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e or u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y li c e n s e d p r o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f th e S t a t e o f M i n n e s o t a . RE M O V A L S P L A N PR E L I M I N A R Y 24-2164 (22" x 34") NO R T H 1 INCH = 20 FEET HORIZONTAL 20 0 10 20 40 R Call before you dig. below.Know what's HOUSE GARAGE 60 EX I S T I N G DR I V E W A Y 909.3 912.2 EXISTING 909.1 909.2 909.1 909.0 MBOX5 CS 907.6 911.1 3212 908.9 SPRUCE 6 3217 908.8 OAK 6 3218 908.9 OAK 6 3219 909.2 ASH 10 CS910.2 910.1 SIGN 3231 909.5 PINE 6 3232 909.4 COTTONWOOD 16 3233 909.4 OAK 8 CS 909.4 CS909.0 CS 909.3 3500 909.9 MAPLE30 3508 910.3 MAPLE22 3511 907.8 PINE16 3520 907.2 SPRUCE12 3523 907.5 SPRUCE16 3524 909.1 CRAB9 3571 908.9 MAPLE18 3572 908.1 MAPLE18 3578 910.7 MAPLE34 3610 910.2 CRAB10 CO 909.54 SANSVC 909.46 MHSAN HOUSE EXISTING GARAGE GARAGEHOUSE EXISTING HOUSE EXISTING GARAGE 908.90 MHSAN SHED EXISTING HOUSE EXISTING GARAGE PORTABLE SMOKE HOUSE EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y 0.6 0.5 3.5 WEST FACE OF RETAINING WALL ON OR NEAR LOT LINE 6.0 9.1 3.2 FENCE 8.3 7.3 TO FACE OF BRICK LEDGE 909.2 909.3 EDGE OF LANDSCAPING 910.7 910.8 REMNANTS OF OLD GRAVEL AREA. NOW OVERGROWN WITH GRASS. NEW BOULEVARD TREE (SEE SPECIES LIST FOR SUITABLE TREES) NEW BOULEVARD TREE (SEE SPECIES LIST FOR SUITABLE TREES) EXISTING BOULEVARD TREE TO REMAIN TREE PROTECTION FENCING (TYP) EXISTING TREES SHALL BE PROTECTED IN ACCORDANCE WITH CITY TREE PROTECTION FENCE DETAIL (GEN-27) - TYP. RESTORE DISTURBED AREAS WITH TEMPORARY SEED MIX - ONCE BUILDING CONSTRUCTION HAS BEEN COMPLETED, LOT TO BE PROVIDED WITH SOD GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. DENOTES FENCE DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE XX GAS E DENOTES UNDERGROUND CABLE LINECBL DENOTES BUILDING SETBACK LINE DENOTES HYDRANT DENOTES GAS METER DENOTES SIGN DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES TELEPHONE PEDESTAL DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES WELL DENOTES MAILBOX DENOTES FIBER OPTIC BOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS DENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNIT DENOTES CLEAN OUT DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLE X 952.36 C E CO CS S T W LEGEND DENOTES RETAINING WALL DENOTES PAVER SURFACE S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM FA X : ( 6 5 1 ) 3 6 1 - 8 7 0 1 PH O N E : ( 6 5 1 ) 3 6 1 - 8 2 1 0 LI N O L A K E S , M N 5 5 0 1 4 67 7 6 L A K E D R I V E SU I T E 1 1 0 SI T E P L A N N I N G & E N G I N E E R I N G PL O W E EN G I N E E R I N G , I N C . PR E P A R E D F O R : M E S P A R G U R I N C . SP A R G U R E S T A T E S LI N O L A K E S , M N 1 2 4 5 6 7 83 MQ A AG CH E C K B Y : DR A W N B Y : 24 - 2 1 6 4 DA T E : JO B N O : 09 / 0 6 / 2 4 DE S C R I P T I O N DA T E NO . SHEET C1.3 Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 10 . 1 5 . 2 0 2 4 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e or u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y li c e n s e d p r o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f th e S t a t e o f M i n n e s o t a . LA N D S C A P E P L A N PR E L I M I N A R Y 24-2164 (22" x 34") NO R T H 1 INCH = 20 FEET HORIZONTAL 20 0 10 20 40 R Call before you dig. below.Know what's BOULEVARD TREE STANDARDS. a.BOULEVARD TREES SHALL BE REQUIRED IN ALL NEW RESIDENTIAL SUBDIVISIONS. b.BOULEVARD TREES ARE REQUIRED AT THE RATE OF ONE TREE PER LOT FRONTAGE FOR SINGLE FAMILY AND TWO-FAMILY LOTS. TOWNHOME AND MULTI-FAMILY PROPERTIES SHALL PROVIDE BOULEVARD TREES AT A RATE OF ONE TREE PER 70 LINEAR FEET OF STREET FRONTAGE WHERE PROPERTY FRONTS ANY PUBLIC STREET. c.BOULEVARD TREES SHALL BE PLANTED WITHIN 14 FEET OF THE CURB LINE OR AS OTHERWISE DETERMINED BY THE CITY FORESTER. d.EXISTING TREES MAY BE USED TO FULFILL BOULEVARD TREE STANDARDS AT THE CITY'S DISCRETION. e.THE CITY MAY, AT ITS DISCRETION, PURCHASE AND INSTALL THE REQUIRED BOULEVARD TREES. IN SUCH CASE, THE CITY SHALL COLLECT A STANDARD FEE PER TREE. SAID FEE SHALL BE ESTABLISHED BY THE CITY COUNCIL AND BASED ON THE ESTIMATED MARKET RATE COST TO PURCHASE AND INSTALL TREES WITHIN THE DEVELOPMENT SITE. LANDSCAPING STANDARDS SOD AND GROUND COVER a.SEED MAY BE PROVIDED IN LIEU OF SOD IN ANY OF THE FOLLOWING CASES: a.1.WHERE THE SEED IS APPLIED TO FUTURE EXPANSION AREAS AS SHOWN ON THE APPROVED PLANS, OR a.2.WHERE THE SEED IS APPLIED ADJACENT TO NATURAL AREAS OR WETLANDS. SEED MIXTURE SHALL BE APPROVED BY THE CITY, OR a.3.FOR SINGLE FAMILY AND TWO FAMILY RESIDENTIAL PROPERTIES, PROPER EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED UNTIL VEGETATION IS ESTABLISHED. SOD MAY BE REQUIRED IN AREAS SUBJECT TO EROSION AS DETERMINED BY THE BUILDING OFFICIAL OR CITY ENGINEER. b.UNDISTURBED AREAS CONTAINING EXISTING VIABLE NATURAL VEGETATION WHICH CAN BE MAINTAINED FREE OF FOREIGN AND NOXIOUS PLANT MATERIALS. c.AREAS DESIGNATED AS OPEN SPACE OR FUTURE EXPANSION AREAS PROPERLY PLANTED AND MAINTAINED WITH NATIVE GRASSES OR WILD FLOWERS INDIGENOUS TO MINNESOTA. SEED MIXTURE SHALL BE APPROVED BY THE CITY. d.USE OF MULCH MATERIALS SUCH AS BARK, WOOD CHIPS, AND DECORATIVE ROCK IN SUPPORT OF SHRUBS AND FOUNDATION PLANTINGS. e.NATIVE LANDSCAPES IN COMPLIANCE WITH M.S. § 412.925. Large Deciduous Trees: Common Name: Scientific Name: Oak Quercus (all climatic Zone 4b or less varieties except Eastern p.worth) Maple Acer (all climatic Zone 4b or less varieties) Hackberry (Thornless)Celtis occidentalis Birch Betula (all climatic Zone 3 varieties) Honeylocust (Thornless) Gleditsia tricanthos Linden/Basswood (American and Little Leaf) Tilia (americana) Ginkgo (male tree only) Ginkgo biloba Kentucky Coffee Tree Gymnocladus dioicus Delaware American Elm Ulmus americana “Delaware” Robusta Poplar Populus X robusta Niobe Weeping Willow Salix X blanda Hickory (Butternut) Carya cordiformis Ginkgo Ginkgo biloba Elm (Disease resistant) Ulmus (Disease resistant varieties) Medium Deciduous Trees: Amur Cork Phellodendron amurense Ohio Buckeye Aesculus glabra Small Deciduous Trees: Amur Chokecherry Prunus maackii Crabapple Malus spp. Hawthorn Crataegus Ironwood Ostrya virginiana American Hornbeam Carpinus caroliniana Evergreen Trees: Fir Abies (all climatic Zone 3 varieties / Pseudotsuga) Spruce Picea (all climatic Zone 4b or less varieties) Pine Pinus (all climatic Zone 4b or less varieties) Canadian Hemlock Tsuga canadensis European Larch Larix decidua Cedar Cedrus (all climatic Zone 4b or less varieties) Eastern Larch Larix laricina THE TREE PROTECTION ZONES MUST BE IN PLACE PRIOR TO ISSUANCE OF GRADING PERMIT AND WILL BE REVIEWED BY STAFF CONCURRENTLY WITH INSPECTION OF SEDIMENT AND EROSION CONTROL MEASURES. DE S C R I P T I O N 10 . 1 5 . 2 4 HOUSE GARAGE 60 EX I S T I N G DR I V E W A Y 909.3 912.2 EXISTING 909.1 909.2 909.1 909.0 MBOX5 CS 907.6 911.1 CS910.2 910.1 SIGN CS 909.4 CS909.0 CS 909.3 CO 909.54 SANSVC 909.46 MHSAN HOUSE EXISTING GARAGE GARAGEHOUSE EXISTING HOUSE EXISTING GARAGE 908.90 MHSAN SHED EXISTING HOUSE EXISTING GARAGE PORTABLE SMOKE HOUSE EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y EX I S T I N G DR I V E W A Y 0.6 0.5 3.5 WEST FACE OF RETAINING WALL ON OR NEAR LOT LINE 6.0 9.1 3.2 FENCE 8.3 7.3 TO FACE OF BRICK LEDGE 909.2 909.3 EDGE OF LANDSCAPING 910.7 910.8 REMNANTS OF OLD GRAVEL AREA. NOW OVERGROWN WITH GRASS. RAISE CURB STOP TO MATCH NEW GROUND ELEVATION RAISE CURB STOP TO MATCH NEW GROUND ELEVATION LOTS 2 AND 3 TO USE EXISTING SANITARY SEWER AND WATER SERVICES PROVIDED IN ARLO LANE EXISTING HYDRANT EXISTING HYDRANT EXIST SAN MH RE 908.90 IE 902.29 (NOT FIELD VER.) EXIST 8" PVC SAN.EXIST 8" PVC SAN. EXIST 8" WATERMAIN EXIST SAN MH RE 909.46 IE 902.35 (NOT FIELD VER.) EXIST 8" PVC SAN.EXIST 8" PVC SAN. EXIST 8" WATERMAIN EXISTING 1" COPPER (TYPE K) WATER SERVICE AND 4" PVC SCHEDULE 40 SEWER SERVICE (APPROX. LOC.) EXISTING 1" COPPER (TYPE K) WATER SERVICE AND 4" PVC SCHEDULE 40 SEWER SERVICE (~INV 904.0) EXISTING 1" COPPER (TYPE K) WATER SERVICE AND 4" PVC SCHEDULE 40 SEWER SERVICE (~INV 903.7) EXISTING 1" COPPER (TYPE K) WATER SERVICE AND 4" PVC SCHEDULE 40 SEWER SERVICE LOW FLOOR 909.40 LOW FLOOR 909.40 SANITARY SEWER SERVICE MAY NEED INSULATION AT TIME OF BUILDING CONSTRUCTION SANITARY SEWER SERVICE MAY NEED INSULATION AT TIME OF BUILDING CONSTRUCTION LOW FLOOR ~908.8 GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. DENOTES FENCE DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE XX GAS E DENOTES UNDERGROUND CABLE LINECBL DENOTES BUILDING SETBACK LINE DENOTES HYDRANT DENOTES GAS METER DENOTES SIGN DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES TELEPHONE PEDESTAL DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES WELL DENOTES MAILBOX DENOTES FIBER OPTIC BOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS DENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNIT DENOTES CLEAN OUT DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLE X 952.36 C E CO CS S T W LEGEND DENOTES RETAINING WALL DENOTES PAVER SURFACE S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM FA X : ( 6 5 1 ) 3 6 1 - 8 7 0 1 PH O N E : ( 6 5 1 ) 3 6 1 - 8 2 1 0 LI N O L A K E S , M N 5 5 0 1 4 67 7 6 L A K E D R I V E SU I T E 1 1 0 SI T E P L A N N I N G & E N G I N E E R I N G PL O W E EN G I N E E R I N G , I N C . PR E P A R E D F O R : M E S P A R G U R I N C . SP A R G U R E S T A T E S LI N O L A K E S , M N 1 2 4 5 6 7 83 MQ A AG CH E C K B Y : DR A W N B Y : 24 - 2 1 6 4 DA T E : JO B N O : 09 / 0 6 / 2 4 DE S C R I P T I O N DA T E NO . SHEET C2.1 Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 10 . 1 5 . 2 0 2 4 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e or u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y li c e n s e d p r o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f th e S t a t e o f M i n n e s o t a . UT I L I T Y P L A N PR E L I M I N A R Y 24-2164 (22" x 34") NO R T H 1 INCH = 20 FEET HORIZONTAL 20 0 10 20 40 R Call before you dig. below.Know what's DE S C R I P T I O N 10 . 1 5 . 2 4 S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM FA X : ( 6 5 1 ) 3 6 1 - 8 7 0 1 PH O N E : ( 6 5 1 ) 3 6 1 - 8 2 1 0 LI N O L A K E S , M N 5 5 0 1 4 67 7 6 L A K E D R I V E SU I T E 1 1 0 SI T E P L A N N I N G & E N G I N E E R I N G PL O W E EN G I N E E R I N G , I N C . PR E P A R E D F O R : M E S P A R G U R I N C . SP A R G U R E S T A T E S LI N O L A K E S , M N 1 2 4 5 6 7 83 MQ A AG CH E C K B Y : DR A W N B Y : 24 - 2 1 6 4 DA T E : JO B N O : 09 / 0 6 / 2 4 DE S C R I P T I O N DA T E NO . SHEET C3.1 Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 10 . 1 5 . 2 0 2 4 I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e or u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y li c e n s e d p r o f e s s i o n a l e n g i n e e r u n d e r t h e l a w s o f th e S t a t e o f M i n n e s o t a . DE T A I L S PR E L I M I N A R Y 24-2164 2' ( M I N . ) WHITE FLAGGING (TYP) PLAN DECIDUOUS TREE PLANTING DETAIL N.T.S. NOTES: 1. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2. LANDSCAPE CONTRACTOR RESPONSIBLE TO KEEP TREE STRAIGHT AND PLUM. 3. LANDSCAPE CONTRACTOR TO INSTALL 6" WHITE PVC TRUNK GUARD AT TIME OF PLANTING MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE WOOD MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR AFTER PLANTING TREE PLANTING REQUIREMENTS: 1. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP-HALF OF THE ROOT BALL AND DISPOSE OF OFF-SITE. 2. REMOVE THE WIRE BASKET DOWN TO THE SECOND HORIZONTAL WIRE FROM THE BOTTOM AND DISPOSE OF OFF-SITE. 3. EXPOSE ROOT FLARE SO THAT IT IS VISIBLY AT GRADE TO ENSURE TREES ARE INSTALLED AT PROPER DEPTH, AND THAT MULCH IS PULLED BACK 3 INCHES FROM THE TRUCK (I.E. MULCH IS NOT TOUCHING THE TRUNK.) 4. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET OFF AND REMOVE. DISPOSE OFF OFF-SITE 5. SET TOP OF ROOT BALL FLUSH TO GRADE ON 1-2 IN. HIGHER IN SLOW DRAINING SOILS. 6. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. NURSERY GRADE FIBERGLASS TREE STAKES, 11/16" X 6'-0" 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL (FOR ISOLATED TREES ONLY). REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURE NEW PLANT HOLES PASS THE REQUIRED INFILTRATION TEST TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DOUBLE STAKE WITH POLYPROPYLENE WEBBING THROUGH THE EYE OF THE CINCH-TIE RUBBER SUPPORT. AVOID DAMAGE TO THE ROOT BALL WITH SUPPORT STAKES DE S C R I P T I O N 10 . 1 5 . 2 4 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M Memorandum To: Katie Larsen, Lino Lakes City Planner From: Kris Keller PE, WSB Diane Hankee PE, Lino Lakes City Engineer Date: November 6, 2024 Re: Spargur Estates Preliminary Plat & Civil Plan Review 026728-000 As requested by City staff, WSB reviewed the Preliminary Plat and Civil Plans for Spargur Estates Addition in Lino Lakes, MN, prepared by Plowe Engineering and received October 15, 2024. Our comments were made on the following documents: • Spargur Estates – Civil Plans prepared by Plowe Engineering, dated October 15, 2024. • Spargur Estates – Site Drainage Narrative and Calculations prepared by Plowe Engineering, revised October 15, 2024. • Spargur Estates – Certificate of Survey prepared by EG Rud & Sons, dated October 15, 2024. • Spargur Estates – Preliminary Plat prepared by EG Rud & Sons, dated October 15, 2024. The following review comments should be responded to in writing by the applicant. There are additional redline comments on the plan set that should be responded to as well. Not all redline comments are in the review memo. Plowe (10/15//2024) Responses in red. WSB (11/6/2024) responses and new comments in blue. Engineering • Grading The Spargur Estates Addition grading consists of grading the original single-family lot to create three (3) single-family lots and a narrow infiltration basin. The infiltration basin treats the rear and some front drainage from the four lots while the remaining drainage flows to Arlo Lane to the north or Lois Lane to the south. Comments: 1. Maintain 2% positive slope through Arlo Lane boulevard/right of way (Plowe 10/15//24) The grading plan has been revised to show a positive slope (2%) to the curb line through the Arlo Ln R/W and most of the lot frontages (WSB 11/6/24) Complete 2. There is an existing low area at the northeast rear corner of Lot 1 near the fire pit Ms. Katie Larsen 11/6/2024 Page 2 Spargur Estates Engineering Review • Consider filling low area to reduce standing water in a rain event (Plowe 10/15//24) It appears that with some revised grading, there is a positive slope to the east. (WSB 11/6/24) Complete 3. Provide information or a detail for any special construction or soil information for 2’ drainage ditches (Plowe 10/15//24) A note has been added indicating that the topsoil is to be removed and replaced with a sand/topsoil blend. (WSB 11/6/24) Provide detail showing the extents of the soils amendment • Ditches will need to demonstrate permeable material (Plowe 10/15//24) A boring in the ditch location shows SP-SM soils which are generally silty sands. (WSB 11/6/24) Complete • Recommend digging down to permeable soils and installing sand/compost mix to final grade to better promote infiltration and reduce standing water in a rain event (Plowe 10/15//24) A note has been added indicating that the topsoil is to be removed and replaced with a sand/topsoil blend. (WSB 11/6/24) Provide detail showing the extents of the soils amendment 4. Provide ditch High Water Level (HWL) on plans (Plowe 10/15//24) The basin’s HWL has been noted on the plans. (WSB 11/6/24) Complete 5. Relocate existing shed outside of 5' easement/setback (Plowe 10/15//24) It is noted that the shed (a portable smokehouse) will be moved outside of the drainage and utility easement and 5-ft setback. (WSB 11/6/24) Complete 6. Relocate existing fire pit outside of 20' distance from property line and 25' distance from structures (Plowe 10/15//24) A note has been added indicating that the fire pit should be moved to meet the above required distances. (WSB 11/6/24) Complete 7. The current 906.8 'berm' near the southeast corner of Lot 4 would spill over the 906.5 spot elevation on the eastern property line • Raise berm and initial EOF to east to 907.2 (Basin to the east is 'land- locked' and will ultimately flow back to the west) (Plowe 10/15//24) Berm has been raised as requested. (WSB 11/6/24) Complete • EOF for basin to the east is towards this development and would be at 907.2 Ms. Katie Larsen 11/6/2024 Page 3 Spargur Estates Engineering Review (Plowe 10/15//24) Noted (WSB 11/6/24) Complete •The highpoint on the east side at the front of Lot 4 would become the secondary EOF for the existing basin to the east when inundated. (Plowe 10/15//24) Noted (WSB 11/6/24) Previous 908.7 EOF acted as a secondary EOF for the adjacent developments to the east and west and must be maintained (Basin to the east is 'land-locked' and will ultimately flow back to the west). 1 Areas along the side property line can be filled to improve drainage swales but the 908.7 EOF must be maintained 2 Adjacent grading should be contained to drainage and utility easements 3 Grading on adjacent property must be coordinated and approved by the adjacent property owner 4 Provide written documentation to the City prior to construction •(WSB 11/6/24) The Lowest Opening Elevation (LOE) of Lots 2 and 3 mustbe at least 910.7 to maintain minimum freeboard with the EOF (908.7) 1 The Lowest Floor elevation must be a minimum 909.4 (SELO) •Stormwater Management Stormwater management for the site consists of a small read yard depression. However, based on site layout, stormwater management is not required under City ordinance. Comments on the proposed stormwater design are offered below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 0.62 1.70 4.17 Not required Proposed 1.27 2.80 6.43 Not required Comments: 1.There are minor increases in site runoff rates due to the new impervious. However, as stormwater management requirements are not triggered, these increases are not regulated. Runoff to the north and south will be captured by storm sewer routing to City ponds. (Plowe 10/15//24) Noted. (WSB 11/6/24) Complete 2.Sufficient freeboard is available between the depression modeled HWL and the proposed household low floors/low entries. Ms. Katie Larsen 11/6/2024 Page 4 Spargur Estates Engineering Review (Plowe 10/15//24) Per client request, the units shown are now split-entry walkouts; these low floors had to be raised to meet the 2-ft freeboard requirement. (WSB 11/6/24) The revised lowest openings for Lots 2 and 3 no longer meet minimum freeboard requirements with the adjacent EOFs (909.5+). It is necessary to maintain 3. Silt fence or bioroll is recommended around the rear yard depression to maintain infiltration capacity and reduce likelihood of excess ponding in the future. (Plowe 10/15//24) Biorolls have been added as suggested. (WSB 11/6/24) Complete • Water Supply The proposed water will be supplied by three existing 1-inch Type K copper services extended to the lots. Comments: 1. Show the existing well for Lot 1 if present • Abandon/seal the existing well for Lot 1 per MDH requirements with construction (Plowe 10/15//24) The existing well was sealed multiple years ago. (WSB 11/6/24) Complete • Note the existing well may be left in place for non-potable irrigation use if MDH setbacks can be met from the proposed utility services (Plowe 10/15//24) N/A (WSB 11/6/24) Complete 2. Show connecting the existing house (Lot 1) to the provided sanitary sewer and water service stubs with construction (Plowe 10/15//24) Approximate locations have been shown. (WSB 11/6/24) Complete • Water service stub is 1" copper (Type K) • Show existing water service from main to house if present 3. Show existing water stubs to all lots as 1" copper (Type K) (Plowe 10/15//24) Water services have been labeled as requested. (WSB 11/6/24) Complete • Sanitary Sewer The proposed sanitary sewer will be supplied by existing 4-inch diameter Schedule 40 PVC gravity service pipes extended to the lots from Arlo Lane (Lots 2 and 3). The existing lot (Lot 1) has been previously connected to a service in Lois Lane. Ms. Katie Larsen 11/6/2024 Page 5 Spargur Estates Engineering Review Comments: 1. Show septic system for existing house (Lot 1) if present • Remove existing septic system per Anoka County requirements with construction (Plowe 10/15//24) The septic system was removed multiple years ago. (WSB 11/6/24) Complete 2. Show connecting the existing house (Lot 1) to the provided sanitary sewer and water service stubs with construction • Sanitary sewer service stub is 4" PVC SCH 40 (Plowe 10/15//24) Labeled as requested. (WSB 11/6/24) Complete • Show existing sanitary sewer service from main to house if present (Plowe 10/15//24) Approximate location has been shown. (WSB 11/6/24) Complete 3. Show existing sanitary sewer stubs to all lots as 4” PVC Schedule 40 (Plowe 10/15//24) Sewer services have been labeled as requested. (WSB 11/6/24) Complete 4. Provide low floor information for all lots on utility plan (Plowe 10/15//24) Low floor information has been added to the plan. Note that the existing house low floor was estimated based on known first floor elevation. A Darcy’s Law calculation has been added to the drainage narrative to demonstrate that the low floor is protected. (WSB 11/6/24) Complete 5. Add note that the sanitary sewer service may require insulation at the time of building construction and connection (Plowe 10/15//24) Note added as requested. (WSB 11/6/24) Complete • Transportation There is minimal impact to traffic or roads as this development simply splits the existing single-family lot into four smaller single family lots which will not generate significantly more traffic. • Trails and sidewalks There are no existing trails or sidewalks adjacent to the proposed development with none being proposed • Wetlands and Mitigation Plan There are no wetlands identified on the site Ms. Katie Larsen 11/6/2024 Page 6 Spargur Estates Engineering Review • Landscaping The Spargus Estates Landscape Plan has been submitted and will be reviewed by staff and the City’s Environmental Coordinator. The Environmental Coordinator will provide separate comments. • Floodplain The Spargus Estates subdivision does not impact floodplain. • Drainage and Utility Easements The current drainage and utility easements are being maintained from the original single-family lot (10’ front; 5’ sides). Additional easements need to be added around the perimeter of the smaller lots (10’ front and back; 5’ sides). • Development Agreement A development agreement will be required with the final plat. • Grading Agreement No grading agreement is required for this site. • Stormwater Maintenance Agreement No stormwater maintenance agreement is required for this site. • Permits Required 1. Rice Creek Watershed District Erosion Control Permit 2. City of Lino Lakes Zoning Permit for Construction If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. To: Katie Larsen, City Planner From: Tom Hoffman, Environmental Coordinator Date: November 1, 2024 Re: Environmental Comments – Spargur Estates Environmental Board had recommended the following at their September 25, 2024 meeting: 1. Tree Protection Zones (TPZs) for the 17 trees scheduled for preservation must be shown to scale on the Grading, Drainage, and Erosion Control Plan (Sheet C1.1), and the Landscape Plan (Sheet C1.3). The TPZs must be in place prior to issuance of grading permit and will be reviewed by staff concurrently with inspection of sediment and erosion control measures. 2. Grading, Drainage, and Erosion Control Plan (C1.1) should be updated to identify location of rock construction entrance(s) and silt fence around perimeter of site unless otherwise directed by City Engineer. a. Rock construction entrance not shown for lot 3. Update sheet C1.1 to identify rock construction entrance. b. Add a note to phase 1 on C1.1 to include street sweeping of adjacent impervious as directed by the city engineer. c. Provide inlet protect on the 2 catch basin on Arlo Ln adjacent to the project location. d. Plan currently shows silt fence extending through lot three and onto neighboring property. Confirm appropriate permissions have been granted to install the fence on this property or remove the silt fence past the property line. 3. Replace note on Grading, Drainage, and Erosion Control Plan about installing “Tree Protection as Applicable” with “Tree Protection Fence installed in accordance with City Tree Protection Fence Detail”. Environmental Memo Page 2 4. The Landscape Plan (Sheet C1.3) should include a note regarding protecting trees in accordance with City Tree Protection Fence Detail. City Tree Protection detail should be added to Sheet C1.3. 5. Ground cover type locations must be added to the Grading, Drainage, and Erosion Control Plan (C1.1) and Landscape Plan (Sheet C1.3). This includes cover type for all exposed soil areas (ex: sod for the lots,). a. Call seed mix type and stabilization method for temporary stabilization as called out in the plans. Plans state temporary stabilization to be completed. b. On sheet C1.3 provide crossing hatching or shading to show which areas are receiving each type of seed mix or sod. i. Remove seed mixes from legend that are not being proposed. c. Provide seeding information for the proposed infiltration basin. 1 CITY OF LINO LAKES RESOLUTION NO. 24-156 RESOLUTION APPROVING SPARGUR ESTATES VARIANCES WHEREAS, the City received a land use application for variances for Spargur Estates also referred to as Development; and WHEREAS, City staff completed review of the proposed Development based on the following submittals: • Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. revision date October 15, 2024 • Drainage Report prepared by Plowe Engineering, Inc. revision date October 15, 2024 • Title Commitment prepared by Old Republic National Title Insurance Company dated August 23, 2024 • Geotechnical Exploration Report prepared by Haugo Geotechnical Services dated October 2, 2024; and WHEREAS, the lots are zoned R-1, Single Family Residential District; and WHEREAS, City Code Section 1007.110(2)(c) requires a minimum lot depth 135 feet; and WHEREAS, the applicant has requested a three (3) foot variance from the lot depth requirements; and WHEREAS, the Planning & Zoning Board reviewed and recommended approval of the variances on November 13, 2024. NOW, THEREFORE BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that: FINDINGS OF FACT Per City Code Section 1007.018(3): (a) Criteria and findings of fact. No variance shall be granted unless it meets all the criteria in divisions 1. through 6. below, or unless division 7. below applies. The city shall make findings regarding compliance with these criteria. 1. The variance shall be in harmony with the general purposes and intent of this chapter. 2 The general purpose and intent of the R-1, Single Family Residential District is to provide a residential atmosphere for those persons desiring a single family neighborhood with a suburban density. The district is intended for development of single family detached homes on lots served with public sanitary sewer and water. The three (3) lot residential subdivision proposed for Spargur Estates meets the general purpose and intent of providing single family housing. All three (3) lots will be served by public water and sanitary sewer. The Development will not be detrimental to the public health, safety or general welfare of the neighborhood. 2. The variance shall be consistent with the official City Comprehensive Plan. The variance is consistent with the City Comprehensive Plan. 3. There shall be practical difficulties in complying with this chapter. “Practical difficulties,” as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. The subdivision of an existing parcel and creation of three (3) residential lots are reasonable uses of the property. The practical difficulty in complying with the lot depth requirements of the zoning ordinance would only allow for the creation of two (2) lots. This would not be consistent with the intent of the Mar Don Acres plat or the previously approved Hailey Manor and Isabell Estates subdivisions. 4. The plight of the landowner shall be due to circumstances unique to the property not created by the landowner. The plight of the landowner is created by the requirement to dedicate 30 feet of road right-of- way on Arlo Lane which reduces the lot depths to 132 feet. The need for the variances was not created by the landowner. 5. The variance shall not alter the essential character of the locality. The variance shall not alter the essential character of the locality. The proposal to create three (3) single family residential lots for the purpose of constructing two (2) new single family detached dwellings is compatible with the surrounding existing single family detached dwellings. Similar variances were approved for the two adjacent subdivisions, Hailey Manor and Golden Acre. 6. A variance shall not be granted for any use that is not allowed under the ordinance for property in the zoning district where the subject site is located. 3 Single family detached dwellings are permitted uses in the R-1, Single Family Residential District. 7. In accordance with M.S. § 462.357, Subd. 6, variances shall be granted for earth sheltered construction as defined in M.S. § 216C.06, Subd. 14, when in harmony with the zoning ordinance. Not applicable. BE IT FURTHER RESOLVED the following Spargur Estates variances are approved: • Lots 1-3, Block 1, Spargur Estates o A three (3) foot variance to reduce the required lot depths from 135 feet to 132 feet. Adopted by the City Council of the City of Lino Lakes this _________day of ______________, 2024. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk 1 CITY OF LINO LAKES RESOLUTION NO. 24-157 RESOLUTION APPROVING SPARGUR ESTATES PRELIMINARY PLAT WHEREAS, the City received a land use application for Spargur Estates preliminary plat also referred to as Development; and WHEREAS, City staff completed review of the Development based on the following submittals: • Plan Set prepared by Plowe Engineering, Inc. and E.G. Rud & Sons, Inc. revision date October 15, 2024 • Drainage Report prepared by Plowe Engineering, Inc. revision date October 15, 2024 • Title Commitment prepared by Old Republic National Title Insurance Company dated August 23, 2024 • Geotechnical Exploration Report prepared by Haugo Geotechnical Services dated October 2, 2024; and WHEREAS, the Planning & Zoning Board held a public hearing on October 9, 2024 and November 13, 2024 and the Board recommended approval of the preliminary plat. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that: FINDINGS OF FACT Per City Code Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision may be deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. 2 Spargur Estates is consistent with the goals and policies of the comprehensive regarding resource management, land use, housing, transportation and utilities. The Development is also consistent with the local water management plan, capital improvement plans and growth management policies. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Spargur Estates is consistent with infill policies. The Development is within the current Utility Staging Area 1A=2018-2025. No new utility or street extensions are required. The cost, operation and maintenance of the utility system is consistent with the normal costs projected by the water and sanitary system plans. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 2. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 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; 3 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the I-35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange; and 8. The city does not relinquish any rights of local determination. Spargur Estates meets the requirements for level of service (LOS). Arlo Lane is a minor collector road and has structural capacity to handle two (2) additional single family detached dwellings. No street improvements are proposed that are inconsistent with the City’s capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Spargur Estates will have an adequate water supply. The subject site is served by an 8” DIP watermain along Lois Land and Arlo Lane. The water supply system has capacity to handle two (2) new single family detached dwellings. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Spargur Estates will be served with an adequate waste disposal system. The subject site is in Sanitary Sewer District 2 (Sub-district 2B) and is served by MCES Interceptor 83-61, a 24 inch 4 gravity sewer located in North Road. The subject site is also in the current 1A (2018-2025) Utility Staging Area. An 8” PVC sanitary sewer main exists along both Lois Lane and Arlo Lane. The sanitary system has capacity to handle two (2) new single family detached dwellings. BE IT FURTHER RESOLVED the Spargur Estates preliminary plat is not a premature subdivision; and BE IT FURTHER RESOLVED the Spargur Estates preliminary plat is approved subject to the following conditions: 1. Comments from City Engineer Memo dated November 6, 2024 shall be addressed. 2. Comments from Environmental Memo dated November 1, 2024 shall be addressed. 3. Sheet S2, Preliminary Plat: a. The gross and net density information under Area is incorrect and shall be revised. The public right of way is not subtracted when calculating density. Please see the staff report for the correct information. 4. Sheet C1.2, Removals Plan: a. The area east of the existing driveway off Lois Lane labeled “Remnants of Old Gravel Area Now Overgrown with Grass” shall be shown as being removed. BE IT FURTHER RESOLVED the following items shall be addressed prior to November 30, 2025 or at time of building permit issuance: 1. As shown on Sheet C1.2, Removals Plan: a. The existing fence and pavers shall be removed. b. The old gravel area now overgrown with grass adjacent to the existing driveway off Lois Lane, the random dirt piles, and the gravel driveway off Arlo Lane shall be restored with proper ground cover in compliance with City Code Section 1007.049(8). Adopted by the City Council of the City of Lino Lakes this _________day of ______________, 2024. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL WORK SESSION STAFF REPORT ITEM NO. 4 STAFF ORIGINATOR: Katie Larsen, City Planner WORK SESSION DATE: December 2, 2024 TOPIC: Lyngblomsten PUD Concept Plan #2-Skilled Nursing Home ______________________________________________________________________________ BACKGROUND The applicant, Lyngblomsten at Lino Lakes, LLC, submitted a Land Use Application for PUD Concept Plan #2. They are requesting an amendment to the PUD Development Stage Plan and PUD Final Plan (“PUD Plan”) to change the 2-story skilled nursing home to a 3-story building. The property address is 6070 Blanchard Boulevard. This is concept plan review only. If the Planning & Zoning Board and City Council support the proposed amendment, the applicant will formally submit an amendment to the PUD Plan. This staff report is based on review the following plan sets and documents: • Applicant Narrative received October 10, 2024 • PUD Concept Plan-Overall Plans • 3D Rendering Previous Council Action • April 8, 2019: Ordinance No. 07-19 rezoning property from GB, General Business to PUD, Planned Unit Development o Details permitted, accessory, conditional and administrative uses specific to the 20 acre site • April 8, 2019: Resolution No. 19-42 approving PUD Development Stage Plan/Preliminary Plat o Establishes development’s framework regarding lot and yard requirements, height regulations, impervious surface and design guidelines • May 11, 2020: Resolution No. 20-44 approving PUD Development Stage Plan Amendment #1-Site Plan and Grading & Drainage Plan 2 o This amendment omitted the clubhouse and revised the site plan and grading & drainage plans • July 26, 2021: Resolution No. 20-94 approving PUD Final Plan/Final Plat • December 11, 2023: Resolution No. 23-126 approving PUD Amendment #2-North Lot Line Fence and Pickleball Court o This amendment omitted the north lot line fence in lieu of additional landscaping and allowed for the construction of a pickleball court in the southwest corner of the site. ANALYSIS The following chart compares the Original PUD Plan with the Proposed PUD Amendment regarding the skilled nursing home. The proposed 3-story building height would be the same as the existing 3-story assisted living & memory care facility on the south side of the building. The amendment also includes a new 20 space surface parking lot. See attached Applicant Narrative for additional information. Original 2021 PUD Plan Proposed PUD Plan Amendment Building Height 2-story 23’3” (top of wall) + 4’11” (parapet) = 28’2” total 3-story 35’10” (top of wall) + 2’4” (parapet) = 38’2” total Building Footprint 17,800 sf 12,540 ft Total Square Footage 51,780 sf 48,888 ft # Units 56 57 Density Per Met Council, skilled nursing facilities/units are not counted toward a community’s net residential density so the overall Lyngblomsten development’s density will not change with the one (1) unit increase. Setbacks The skilled nursing home addition and parking lot shall meet setback requirements as detailed in Resolution No. 19-42. The minimum building setback along Blanchard Boulevard is 10ft. The proposed addition setback appears to be 6ft and within the existing drainage & utility easement. The minimum parking lot setback along Blanchard Boulevard is 15ft. The proposed parking lot setback appears to be 3ft and within the existing drainage & utility easement. The conditions of previously approved resolutions and ordinances are still in effect. 3 Planning & Zoning Board The Planning & Zoning Board reviewed the PUD Concept Plan #2 on November 13, 2024. Discussion included future commercial building heights, additional parking was positive, and the pickleball court should be incorporated into this area of the development. Overall, the Board supported the proposed amendment. PUD Concept Plan Review The City’s review and comments on the concept plan’s relation to the Comprehensive Plan and development regulations does not grant any rights to the applicant to develop the property as depicted by the concept plan. If the Board and Council support the proposed amendment, the applicant will formally submit an amendment to the PUD Plan. REQUESTED COUNCIL DIRECTION Staff seeks input from the City Council regarding the proposed amendment. ATTACHMENTS 1.Applicant’s Narrative 2.Original PUD Site Plan 3.Proposed PUD Amendment Site Plan 4.Original 3D Rendering 5.Proposed 3D Rendering 6.Engineering Memo dated November 6, 2024 Introduction This narrative accompanies an application for a Planned Unit Development (PUD) amendment for a skilled nursing home facility located at 6070 Blanchard Boulevard, Lino Lakes, MN. The amendment seeks approval to modify the original proposal from a two- story, 51,780 square-foot building with 56 units to a three-story, 48,888 square-foot building with 57 units. The revised design maintains the essential character and intent of the original proposal while improving the eMiciency of land use and enhancing the facility’s capacity to serve the community. Background The original PUD, allowed for the development of a two-story skilled nursing home, providing 56 units across a gross floor area of 51,780 square feet. Since that time, further design evaluations and market studies have led to the conclusion that a three-story design oMers significant benefits in terms of operational eMiciency, improved patient care, and environmental sustainability, while enhancing the quality of life for residents. Proposed Amendment This amendment requests the following changes to the original PUD: •Building Height: Increase from a two-story to a three-story structure. Despite the increase in height, the total building footprint will be reduced, allowing for improved land use and the preservation of more open space on the site. The modest increase in the number of units aligns with the community’s growing demand for skilled nursing services and is accomplished without compromising privacy, comfort, or accessibility for residents. Rationale for the Amendment 1.E;icient Land Use: The three-story structure allows for a more compact building footprint, reducing the overall land disturbance. This configuration opens up more area for landscaping, recreational spaces, and other site amenities that will enhance the quality of life for residents. 2.Sustainability: A smaller footprint reduces impervious surface area, supporting better stormwater management and potentially lowering energy consumption. The vertical design also improves natural ventilation and daylighting opportunities within the building, contributing to energy eMiciency. 3.Improved Operational Flow: The three-story design allows for a more optimized internal layout, improving operational eMiciency. By stacking the units vertically, staM can move more eMiciently between floors, enhancing response times and facilitating patient care. 4.Aesthetic and Compatibility: The new design will be carefully integrated into the surrounding community, with architectural features that blend with the existing buidling character. The building’s height and massing have been thoughtfully considered to minimize visual impact, and the reduction in total square footage further helps in keeping the overall bulk of the building compatible with adjacent properties. Impact on Surrounding Areas The proposed changes will have minimal impact on the surrounding areas: Attachment 1: Applicant’s Narrative •Tra;ic: The increase in units is modest and will not significantly increase traMic volumes. Moreover, the new design incorporates better circulation for service vehicles and staM. •Utilities: The revised design will not place additional strain on existing infrastructure. In fact, the reduced square footage may slightly decrease utility demands. Conclusion The proposed amendment to the PUD reflects careful planning and consideration of community needs, sustainability, and eMicient use of space. The transition to a three-story, 48,888 square-foot facility with 57 units oMers multiple benefits, including enhanced operational flow, a smaller building footprint, and improved land use. We respectfully request approval of this amendment, as it will allow us to continue our commitment to providing high-quality care to our residents while positively contributing to the surrounding community. Attachments •Revised site plan •Architectural renderings 18"30"24"33"30"30"36"27"18"15"36"18"30"30" 30" 30" 30" 30" 30" 18" 36" 30" 30" 30" 30" 30" 30" 30" 30" 30" 18"30"18" 30" 30" 30" 30 " 30 "30"30"30" 30"30"30"30"30"33"30" 30"30"30"30"27"15"15"18"18"18"18"18"18" 18"18"18"18"18"18"12 " 18 "33"30"30" 30"30"30"30"30"26 27 20 4 66 4 12 26 17 5 NO PARKING NO PARKING NO PARKING NO PARKING 21.86' 103.26' LOT 4 LOT 3 LOT 1 LOT 17 LOT 12 PROPOSED 100YR HWL = 900.33 DRY BASIN 4P LOT 6 LOT 5 LOT 20 LOT 2LOT 7 LOT 19 LOT 14 LOT 16 LOT 15 LOT 8 LOT 13 LOT 11 POND 3P NORTH POND LOT 9 LOT 10 LOT 18 E x is ti n g H o u s e E x is ti n g H o u s e E xistin g H o u s e E x is ti n g H o u s e E x is tin g H o u s e E x is tin g H o u s e E xis tin g H o u s e E xistin g H o u s e E x is tin g H o u s e Existing House Ex i s t i n g Ho u s e Hodgson Road Ash Street (County Road J) Ho d g s o n R o a d (C.S.A.H. No. 32) (State Trunk Hwy No. 49) (F K A H w y . 2 9 ) (Publicly Traveled Roadway) (P u b l i c l y T r a v e l e d R o a d w a y ) (Publicly Traveled Roadway) Ce n t e r l i n e o f H o d g s o n R d . p e r M N D O T No t e s P r o j e c t S P 0 2 0 4 - 4 7 1 1 D a t e d 0 4 - 9 2 E x is ti n g H o u s e E x is ti n g H o u s e E xistin g H o u s e E x is ti n g H o u s e E x is tin g H o u s e E x is tin g H o u s e E xis tin g H o u s e E xistin g H o u s e E x is tin g H o u s e Existing House Ex i s t i n g Ho u s e Hodgson Road Ash Street (County Road J) Ho d g s o n R o a d (C.S.A.H. No. 32) (State Trunk Hwy No. 49) (F K A H w y . 2 9 ) (Publicly Traveled Roadway) (P u b l i c l y T r a v e l e d R o a d w a y ) (Publicly Traveled Roadway) Ce n t e r l i n e o f H o d g s o n R d . p e r M N D O T No t e s P r o j e c t S P 0 2 0 4 - 4 7 1 1 D a t e d 0 4 - 9 2 E x is ti n g H o u s e E x is ti n g H o u s e E xistin g H o u s e E x is ti n g H o u s e E x is tin g H o u s e E x is tin g H o u s e E xis tin g H o u s e E xistin g H o u s e E x is tin g H o u s e Existing House Ex i s t i n g Ho u s e Hodgson Road Ash Street (County Road J) Ho d g s o n R o a d (C.S.A.H. No. 32) (State Trunk Hwy No. 49) (F K A H w y . 2 9 ) (Publicly Traveled Roadway) (P u b l i c l y T r a v e l e d R o a d w a y ) (Publicly Traveled Roadway) Ce n t e r l i n e o f H o d g s o n R d . p e r M N D O T No t e s P r o j e c t S P 0 2 0 4 - 4 7 1 1 D a t e d 0 4 - 9 2 SKILLED CARE 2 STORY ASSISTED LIVING & MEMORY CARE 3 STORY TOWN CENTER & INDEPENDENT LIVING 4 STORY INDEPENDENT LIVING 4 STORY SKILLED CARE ENTRY & TOWN CENTER & INDEPENDENT LIVING 4 STORY MAIN ENTRY WELLNESS CENTER COURTYARD PARKING GARAGE ENTRY & LOADING DOCK RETAIL RESTUARANT TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOMETOWN HOME TOWN HOME TOWN HOMETOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME MONUMENT SIGN, SEE SITE LAYOUT PLAN - L1.0 FOR LOCATION CAMPUS SUMMARY: 96 INDEPENDENT LIVING (IL) UNITS 35 ASSISTED LIVING (AL) UNITS 16 MEMORY CARE (MC) UNITS 56 SKILLED CARE (SNF) UNITS 20 TOWNHOMES MAIN BUILDING GSF: 287,055 SF (INCLUDING BASEMENT) TOWNHOME SF: 1,480 SF PARKING STALL COUNTS: REFER TO CIVIL SHEET: SITE PLAN OVERALL - C1.20 FAST FOOD RESTUARANT 221 WOODRIDGE LANE LINO LAKES, MN 55104 223 WOODRIDGE LANE LINO LAKES, MN 55104 229 WOODRIDGE LANE LINO LAKES, MN 55104 231 WOODRIDGE LANE LINO LAKES, MN 55104 233 WOODRIDGE LANE LINO LAKES, MN 55104 239 WOODRIDGE LANE LINO LAKES, MN 55104 241 WOODRIDGE LANE LINO LAKES, MN 55104 245 WOODRIDGE LANE LINO LAKES, MN 55104 251 WOODRIDGE LANE LINO LAKES, MN 55104 253 WOODRIDGE LANE LINO LAKES, MN 55104 255 WOODRIDGE LANE LINO LAKES, MN 55104 255 ASH STREET LINO LAKES, MN 55104 MONUMENT SIGN F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date 5/1 1 / 2 0 2 0 7 : 3 3 : 40 A M C: \ U s e r s \ g b e r e n s \ D o c u m e n t s \ 1 8 6 0 2 4 - L y n g b l o m s t e n L i n o L a k e s C e n t r a l - 2 0 1 9 _ C I T Y SU B M I T T A L _ g b e r e n s @ w o l d a e . c o m . r v t 1" = 50'-0" Ce n t r a l : \ \ W a e - s r v - m n . w o l d a e . c o m \ S t P a u l \ _ H C S L \ L y n g b l o m s t e n \ 1 8 6 0 2 4 L i n o L a k e s \ _ R e v i t \ 1 8 6 0 2 4 - L y n g b l o m s t e n Lin o L a k e s C e n t r a l - 2 0 1 9 _ C I T Y S U B M I T T A L . r v t Lyngblomsten Lyngblomsten Lino Lakes Campus A2 SITE PLAN 1415 Almond Avenue, Saint Paul, MN 55108 Checker Author 10/4/19 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 0 1" = 50'-0" SITE PLANF3 37'-6"75' , SEE SHEET SIGNAGE EXTERIOR, A17 Attachment 2: Original PUD Site Plan 18"30"24"33"30"30"36"27"18"15"36"18"30"30" 30" 30" 30" 30" 30" 18" 36" 30" 30" 30" 30" 30" 30" 30" 30" 30" 18"30"18" 30" 30" 30" 30 " 30 "30"30"30" 30"30"30"30"30"33"30" 30"30"30"30"27"15"15"18"18"18"18"18"18" 18"18"18"18"18"18"12 " 18 "33"30"30" 30"30"30"30"30"26 27 20 4 66 4 12 26 17 5 NO PARKING NO PARKING NO PARKING NO PARKING 21.86' 103.26' LOT 4 LOT 3 LOT 1 LOT 17 LOT 12 PROPOSED 100YR HWL = 900.33 DRY BASIN 4P LOT 6 LOT 5 LOT 20 LOT 2LOT 7 LOT 19 LOT 14 LOT 16 LOT 15 LOT 8 LOT 13 LOT 11 POND 3P NORTH POND LOT 9 LOT 10 LOT 18 E x is ti n g H o u s e E x is tin g H o u s e E xistin g H o u s e E x is tin g H o u s e E x is ti n g H o u s e E x is ti n g H o u s e E xis ti n g H o u s e E xis ti n g H o u s e E x is ti n g H o u s e Existing House Ex i s t i n g Ho u s e Hodgson Road (P u b l i c l y T r a v e l e d R o a d w a y ) (Public ly Traveled Roadway) E x is ti n g H o u s e E x is tin g H o u s e E xistin g H o u s e E x is tin g H o u s e E x is ti n g H o u s e E x is ti n g H o u s e E xis ti n g H o u s e E xis ti n g H o u s e E x is ti n g H o u s e Existing House Ex i s t i n g Ho u s e Hodgson Road (P u b l i c l y T r a v e l e d R o a d w a y ) (Public ly Traveled Roadway) E x is ti n g H o u s e E x is tin g H o u s e E xistin g H o u s e E x is tin g H o u s e E x is ti n g H o u s e E x is ti n g H o u s e E xis ti n g H o u s e E xis ti n g H o u s e E x is ti n g H o u s e Existing House Ex i s t i n g Ho u s e Hodgson Road (P u b l i c l y T r a v e l e d R o a d w a y ) (Public ly Traveled Roadway) ASSISTED LIVING & MEMORY CARE 3 STORY TOWN CENTER & INDEPENDENT LIVING 4 STORY INDEPENDENT LIVING 4 STORY MAIN ENTRY WELLNESS CENTER COURTYARD PARKING GARAGE ENTRY & LOADING DOCK RETAIL RESTUARANT TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOMETOWN HOME TOWN HOME TOWN HOMETOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME TOWN HOME CAMPUS SUMMARY: 96 INDEPENDENT LIVING (IL) UNITS 35 ASSISTED LIVING (AL) UNITS 16 MEMORY CARE (MC) UNITS 20 TOWNHOMES MAIN BUILDING GSF: 287,055 SF (INCLUDING BASEMENT) TOWNHOME SF: 1,480 SF PARKING STALL COUNTS: REFER TO CIVIL SHEET: SITE PLAN OVERALL - C1.20 FAST FOOD RESTUARANT 221 WOODRIDGE LANE LINO LAKES, MN 55104 223 WOODRIDGE LANE LINO LAKES, MN 55104 229 WOODRIDGE LANE LINO LAKES, MN 55104 231 WOODRIDGE LANE LINO LAKES, MN 55104 233 WOODRIDGE LANE LINO LAKES, MN 55104 239 WOODRIDGE LANE LINO LAKES, MN 55104 241 WOODRIDGE LANE LINO LAKES, MN 55104 245 WOODRIDGE LANE LINO LAKES, MN 55104 251 WOODRIDGE LANE LINO LAKES, MN 55104 253 WOODRIDGE LANE LINO LAKES, MN 55104 255 WOODRIDGE LANE LINO LAKES, MN 55104 255 ASH STREET LINO LAKES, MN 55104 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: Scale: 5/1 1 / 2 0 2 0 7 : 3 3 : 40 A M C: \ U s e r s \ g b e r e n s \ D o c u m e n t s \ 1 8 6 0 2 4 - L y n g b l o m s t e n L i no L a k e s C e n t r a l - 2 0 1 9 _ C I T Y SU B M I T T A L _ g b e r e n s @ w o l d a e . c o m . r v t 1" = 50'-0" Ce n t r a l : \ \ W a e - s r v - m n . w o l d a e . c o m \ S t P a u l \ _ H C S L \ L y n g b lo m s t e n \ 1 8 6 0 2 4 L i n o L a k e s \ _ R e v i t \ 1 8 6 0 2 4 - L y n g b l o m s t en Lin o L a k e s C e n t r a l - 2 0 1 9 _ C I T Y S U B M I T T A L . r v t Lyngblomsten Lyngblomsten Lino Lakes Campus A2 SITE PLAN 1415 Almond Avenue, Saint Paul, MN 55108 Checker Author 10/4/19 196015 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 0 1" = 50'-0" SITE PLANF3 37'-6"75' DI 22 SF NITS SKILLED CARE 3 STORY NEWSURFACEPARKING UTILIZE EXISTINGPARKINGENTRANCESKILLED CARE SITE Attachment 3: Proposed PUD Amendment Site Plan Attachment 4: Original 3D Rendering Attachment 5: Proposed 3D Rendering 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M Memorandum To: Katie Larsen, Lino Lakes City Planner From: Kris Keller PE, WSB Diane Hankee PE, Lino Lakes City Engineer Date: November 6, 2024 Re: Lyngblomsten Nursing Home – Skilled Nursing Addition Concept Plan Review 027097-000 WSB’s review of the Concept Plans for the Lyngblomsten Nursing Home Addition in Lino Lakes, MN, prepared by Wold and received October 10, 2024. Our comments were made on the following documents: •Lyngblomsten – Skilled Nursing Addition Concept Plan prepared by Wold, datedSeptember 10, 2024. The following review comments should be responded to in writing by the applicant. Engineering •General The Lyngblomsten Nursing Home is proposing a skilled nursing wing to their campus located west of Hodgson Road (CSAH 49) and south of Blanchard Boulevard. It is a 12,000 SF addition to their 290,000 SF main building and includes 57 private rooms together with offices, conference rooms and both an underground and outdoor parking areas. •Grading The Lyngblomsten Nursing Home Campus addition includes limited site grading for the building outdoor parking area and blending into the streets and driveways. The lot was rough-graded with the grading of the overall campus. A grading plan meeting City requirements will need to be submitted as part of the preliminary and final plats. •Stormwater Management Additional onsite treatment will not be required as the existing ponding areas were designed for drainage from this area. It is presumed that conveyance to these basins will be through an internal storm sewer system and overland swales. The system shall meet the City’s and RCWD Stormwater Management requirements. Attachment 6: Engineering Memo dated November 6, 2024 Ms. Katie Larsen 11/06/2024 Page 2 Lyngblomsten Nursing Home – Skilled Nursing Addition - Engineering Review • Water Supply/Sanitary Sewer A detailed utility plan for the Lyngblomsten Nursing Home Campus addition has not yet been proposed and will need to be submitted for preliminary plat by the applicant. There are existing 6” sanitary sewer and water stubs to the lot. The number of units and demand is within the anticipated capacity of the original campus design for the area and is supported with the existing infrastructure. • Transportation Traffic from the addition is consistent to what was approved with the preliminary plat for the overall campus traffic study. Underground parking will utilize the existing entrance drive on the south side of the general building while the outdoor parking area will utilize a connection to the existing entrance drive off of Blanchard Boulevard on the west side of the general building. Trails and sidewalks Additional trails/ sidewalks are not proposed on the submitted Concept Plan as all required ones have already been installed with previous phases of the overall campus construction. • Wetlands and Mitigation Plan No wetlands are proposed to be impacted with the proposed addition. • Landscaping A Landscape Plan for the Lyngblomsten Nursing Home Campus addition has not yet been submitted. One will need to be submitted and reviewed by staff and the City’s Environmental Coordinator. The Environmental Coordinator will provide separate comments. • Floodplain The submitted concept plan does not impact floodplain. • Drainage and Utility Easements All needed drainage and utility easements have been provided with the approved preliminary plat. • Development Agreement A development agreement will be required with the final plat. • Grading Agreement Ms. Katie Larsen 11/06/2024 Page 3 Lyngblomsten Nursing Home – Skilled Nursing Addition - Engineering Review Grading agreement not required at this time. • Stormwater Maintenance Agreement The stormwater maintenance for public facilities are already in place with the main building. • Permits Required Required permits will be determined at the time of preliminary plat submittal. Potential permits may include some of the following and others: 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. CITY COUNCIL WORK SESSION STAFF REPORT ITEM NO. 8 STAFF ORIGINATOR: Kyle Leible, Public Safety Deputy Director WORK SESSION DATE: December 2, 2024 TOPIC: Public Safety Update ______________________________________________________________________________ Update Staff will be on hand to present the 3rd Quarter 2024 Public Safety Update ATTACHMENTS Q3 Quarterly Report 11/27/2024 12:51 PM NFR'S Q3 2023 Q3 2024 Y-to-D 2023 Y-to-D 2024 100 Fire 10 9 22 23 200 Overpressure Explosion, Overheat - No Fire 0 0 0 0 300 Rescue & EMS Incidents 83 98 285 272 400 Hazardous Conditions - No Fire 20 8 51 31 500 Service Call 38 31 102 89 600 Good Intent Call 34 44 93 97 700 False Alarms & False Calls 33 32 68 88 800 Severe Weather & Natural Disaster 0 7 0 7 900 Special Incident 0 0 0 0 TOTAL 218 229 621 607 FIRE DIVISION • Average Response Time (emergency & non-emergency) 6 minutes and 28 seconds. • 2024 Q3 Average emergency response for medicals, 4 minutes and 53 seconds. • 2024 Q3 Average non-emergency response for medicals, 5 minutes and 08 seconds. • Police staff responded to all 318 medical calls for service (CFS) and Fire staff responded to 70 medical CFS. FIRE DIVISION YEAR Q1 Q2 Q3 Q4 TOTAL 2024 3,205 3,443 3,613 10,261 2023 3,238 3,772 3,748 10,758 CASE NUMBERS GENERATED YEAR Q1 Q2 Q3 Q4 TOTAL 2024 11:45:36 12:03:33 21:15:36 45:04:45 2023 13:55:30 23:06:43 17:30:24 54:32:37 STACKED CALLS REPORT YEAR Q1 Q2 Q3 Q4 TOTAL 2024 356 304 318 978 2023 307 297 279 883 MEDICAL CALLS FOR SERVICE Lino Lakes Public Safety Department QUARTERLY REPORT Q3 2024 07/01/2024 – 09/30/2024 YEAR Station 1 Station 2 Duty Crew Total Cross-trained Police Staff 2024 39 54 136 229 2 of the 229 calls 2023 53 47 118 218 19 of the 218 calls Lino Lakes Public Safety Calls by Month and Station Q3 YEAR Station 1 Station 2 Duty Crew Total Cross-trained Police Staff 2024 126 118 363 607 5 of the 607 calls 2023 160 126 335 621 31 of the 621 calls Lino Lakes Public Safety Calls by Month and Station YTD Q1 Q2 Q3 Q4 TOTAL 2024 13 1 4 18 2023 16 9 5 30 MUTUAL AID GIVEN Q1 Q2 Q3 Q4 TOTAL 2024 1 4 3 8 2023 2 2 6 10 MUTUAL AID RECEIVED POLICE DIVISION NIBRS Description - Group A Off Arrest Off Arrest Off Arrest Off Arrest Animal Cruelty 0 0 1 0 0 0 1 0 Arson 0 0 0 0 0 0 0 0 Aggravated Assault 2 2 3 3 5 5 11 11 Simple Assault 13 12 13 9 46 40 30 26 Intimidation 7 7 7 4 16 16 18 15 Burglary/Breaking & Entering 8 0 2 0 12 1 14 2 Counterfeiting/Forgery 2 0 0 0 8 5 4 1 Destruction / Damage / Vandalism of Property 19 5 0 0 36 11 30 7 Drugs/Narcotic Violation 11 10 5 5 25 23 22 18 Drug Equipment Violations 4 3 0 0 17 14 0 0 Embezzlement 0 0 0 0 0 0 0 0 Extortion / Blackmail 0 0 1 0 4 0 4 0 False Pretenses/Swindle/Con 7 4 5 1 14 6 19 4 Credit Card/Automated Teller Machine Fraud 2 0 1 0 9 2 9 2 Impersonation 1 1 1 1 7 7 3 3 Wire Fraud 0 0 0 0 2 0 1 1 Identity Theft 7 0 6 1 18 0 21 2 Hacking/Computer Invasion 0 0 0 0 1 0 0 0 Murder & Nonnegligent Manslaughter Person 0 0 0 0 0 0 1 1 Kidnapping/Abduction 1 1 0 0 2 2 1 1 Purse-Snatching 0 0 0 0 0 0 1 0 Pocket-Picking 0 0 0 0 1 0 0 0 Shoplifting 10 9 12 9 27 24 40 30 Theft from Building 1 0 2 0 5 1 8 1 Theft from Motor Vehicle 9 2 2 0 14 3 13 0 Theft of Motor Vehicle Parts or Accessories 4 0 0 0 4 0 5 0 All other Larceny 16 6 13 3 51 18 39 10 Motor Vehicle Theft 3 0 0 0 7 4 2 0 Robbery 0 0 0 0 0 0 0 0 Pornography/Obscene Material 2 1 1 0 4 1 3 0 Forcible Rape 0 0 0 0 1 0 1 0 Forcible Sodomy 1 0 0 0 1 0 0 0 Forcible Fondling 2 1 0 0 5 3 1 1 Stolen Property Offenses 5 4 0 0 8 5 2 0 Weapon Law Violations 5 5 1 1 10 6 8 7 TOTAL 142 73 76 37 360 197 312 143 Solve Rate Y-to-D 2023 Y-to-D 2024 55%46% Qtr 3 2024 51%49% Qtr 3 2023 2023/2024 Clearance Rate Off Arrest Solve Rate Off Arrest Solve Rate Off Arrest Solve Rate Off Arrest Solve Rate Property Crimes 94 31 33%44 15 34%224 87 39%211 63 30% Violent Crimes 19 17 89%17 12 71%60 50 83%46 39 85% Q3 2023 Q3 2024 Year-to-Date 2023 Year-to-Date 2024 Q3, 2024 Notable Actions & Events • July 12, American Legion Police Officer and Firefighter of the Year Award State Recognition in Willmar • August 11, St. Joseph’s Church Festival • August 6, Night to Unite • August 16, Dunkin Special Olympics MN Cop on a Rooftop Fundraiser • August 16-18, Blue Heron Days • August 23, Guns & Hoses Golf Fundraiser • August 25, DWI All-Star Twins Game • August 28, Lino Lakes STEM School Back to School Night NIBRS Description - Group B Off Arrest Off Arrest Off Arrest Off Arrest Bad Checks 1 1 1 1 1 1 1 1 Curfew/Loitering/Vagrancy Violation 2 1 2 2 5 1 7 6 Disorderly Conduct 20 10 3 3 53 30 28 21 Driving Under Influence 65 65 42 42 181 181 116 116 Family Offenses, Nonviolent 0 0 0 0 2 1 0 0 Liquor Law Violations 4 4 4 4 14 14 13 13 Trespass of Real Property 2 1 0 0 6 5 11 9 TOTAL 94 82 52 52 262 233 176 166 SOLVE RATE 89%94% Y-to-D 2023 Y-to-D 2024Qtr 3 2023 87% Qtr 3 2024 100% 2023/2024 Overall Clearance Rate Off Arrest Off Arrest Off Arrest Off Arrest Group A 142 73 76 37 360 197 312 143 Group B 94 82 52 52 262 233 176 166 TOTAL 236 155 128 89 622 430 488 309 SOLVE RATE 66% Y-to-D 2023Q3 2024 Y-to-D 2024 70%69%63% Q3 2023 YEAR Q1 Q2 Q3 Q4 TOTAL 2024 17 12 12 41 2023 11 19 12 42 FELONY CASE FILE SUBMISSIONS 1 CITY COUNCIL WORK SESSION STAFF REPORT ITEM NO. 12 STAFF ORIGINATOR: Michael Grochala, Community Development Director WORK SESSION DATE: December 2, 2024 TOPIC: Proposed Land Purchase, 7473 24th Avenue (Winter Property), (Closed Discussion) ______________________________________________________________________________ BACKGROUND The City Council discussed the possible purchase of four properties located at 7473 24th Avenue at a special meeting on October 7, 2023. The parcels being considered are identified as Anoka County Parcel Identification Numbers 13-31-22-12-0002, 13-31-22-11-0001, 13-31-22-13-0002 and 13-31-22-14-0001 all located in Northeast Quarter of Section 13. The property is proposed to be used for the establishment of a certified wetland bank. Portions of the property will also be needed for right-of-way for the Otter Lake Road extension project. The City Council discussed a draft purchase agreement directed staff to continue negotiations with the property owner. Staff has had continued discussions with the owners and has prepared a purchase agreement for consideration. Staff will be requesting City Council consideration of the owner’s response and potential counter offers at the meeting. Minnesota Statutes, Section 13D.05, subdivision 3(c) (3), allows for the meeting to be closed to discuss offers or counter offers for the purchase of property. Staff will provide the City Council with a revised offer for consideration and proposed purchase agreement. REQUESTED COUNCIL DIRECTION Staff is requesting City Council close the meeting to allow for discussion of the proposed purchase offer. ATTACHMENTS 1. General Location Map 74737473 Ü0600 1,200300Feet 10/31/2022 Winter Property Project Area Map 13-31-22-12-0002 13-31-22-11-0001 13-31-22-13-0002 13-31-22-14-0001