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HomeMy WebLinkAbout12-02-24 - Council Work Session AgendaCITY IN KE 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) I 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 24t" Avenue (Winter Property), Michael Grochala ADJOURNMENT 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 Attachment 1: December 9, 2024 Council Staff Report 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 1 • 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 K 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 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 2 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 'Variances 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. 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 41n 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 11 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 Landscapi 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 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 H., 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. 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. 10 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 11 Spargur Estates Address Labels Parcels CIT e�OF IN KE 1 in = 200 Ft N A October 2, 2024 Map Powered By Datafi Wsb SPARGUR ESTATES TITLE SHEET LINO LAKES, MINNESOTA � I I r\ r— r-1 I L J L_ \/ L_ L J I L_ L_ i� Fif- �-� 1 O M o � t — 9101.p SIG �- RAINAGE AND UTILITY EASEMENT ER THE PLAT OF MAR ON ES — — — — — — \/ I I I I I I I I I I 0i—� --— - �II I I 2 I I I 907 9 3 I I OSB#3 0907.1 GARAGE I I I SB#4 n n /_\ n r� F! I I `+ EXISTING i I 1 I I HOUSE AC I I I 911.1 I I I ♦_/ I I I ♦/II. 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I o I o 5 L.- 9 I 1 1♦1 ;• I A I \1 F- L I r- I „ I r\ F< I I I I V\ I r\ I /\ I/ /\ L / L _ \ l \ / I I VICINITY MAP ( NOT TO SCALE) ST MAIN ST ,,AND DR LU Al LU 'OO ~ _` a r U � MYRTLE LN = HIGHLAt10 TRL / d ///w 0TI1 rr LL ARLO LN TT� I I I HIGHLAND I f M WS PAR LOIS LN Lots H OpyCLN F. 0 = 3 `\ Y 0 w 0 W 'a z w x � T r v 2 � ( p � Z BARBARA LN z J r Z � ! = a O LINO LADS 5 WTION 1 DEVELOPER ME SPARGUR INC. 12952 96TH ST NE OTSEGO, MN 55330 MITCH SPARGUR 952-412-6760 MITCH@MITCHSPARGUR.COM x O z 30 0 15 30 60 1 INCH = 30 FEET HORIZONTAL (22" x 34") ENGINEER PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 ADAM GINKEL, P.E. 651-361-8234 ADAM@PLOWE.COM SURVEYOR E.G. RUD & SONS LAND SURVEYING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 JASON RUD 651-361-8225 JRUD@EGRUD.COM 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. SHEET INDEX W(j v o z O CN �� CO o z > Z m0? OW ��Y JK wLQ 0 (0�0 0X a. W (O U) J 0_ LL © zz U zZ zw w az a� �w Cd m �b co m N j z Zc� UQ LLIo Q m N = Q O � 0 U 0 0 0 0 w w 0 0 < o >, E O 3 E O (p M 6 z -0 ZLe � Y Z c ca .� cOi Cn Q Q ate--. y Q N i O EO LO E O E Q O r U T L -0 ''�^^ VJ O V (n W 6 z a � W W O Q a W Y � cn LU J W O z J J LL 0 W a aW a a CO TITLE SHEET Si CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP S2 PRELIMINARY PLAT S3 TREE INVENTORY WITH REMOVALS C1.1 GRADING, DRAINAGE & ESC PLAN C1.2 REMOVALS PLAN C1.3 LANDSCAPE PLAN C2.1 UTILITY PLAN SHEET C3.1 DETAILS C 0 S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG 24-2164 Tuesday, October 15, 2024 5:23:38 PM CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP -.for-- MESPARGUR INC. --of-- SPARG U R ESTATES PROPERTY DESCRIPTION Lot 5, Block 1, MAR DON ACRES, Anoka County, Minnesota. AREA TOTAL SITE AREA: 48,510 S.F. (1.114 ACRES) CITY OF LINO LAKES 2040 COMPREHENSIVE PLAN 2017 EXISTING LAND USE: RURAL RESIDENTIAL 2040 FUTURE LAND USE: LOW DENSITY RESIDENTIAL ZONING AND SETBACKS 3 :: ► to] ►11►[el&y:0=1mm 9Qyaur1%7:7�*1•»►11IaI BUILDING SETBACKS: MINOR COLLECTOR STREET: 30 FEET SIDE YARD: 10 FEET REAR YARD 30 FEET MINIMUM LOT SIZE: 10,800 S.F. MINIMUM LOT DEPTH: 135 FEET MINIMUM LOT WIDTH: 80 FEET MUSH PROPERTY IS IN THE MUSA DISTRICT. UntEC SOILS LEGEND. 50A DENOTES SODERVILLE FINE SAND 0% TO 3% SLOPES ZmB DENOTES ZIMMERMAN FINE SAND 1% TO 6% SLOPES DENOTES SOILS BOUNDARY LINE PER WEB SOIL SURVEY - Field survey was completed by E.G. Rud and Sons, Inc. on 08/21/24 - Fee ownership is vested in WALDOCH JR DANIEL V. - Parcel ID Number: 08-31-22-24-0005 - Address of the surveyed premises: 559 Lois Lane, Lino Lakes, MN 55014 - Bearings shown are on Anoka County's coordinate system. - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map No. 27003CO355E Community No. 270015C Panel No. 0355 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. - Location of utilities existing on or serving the surveyed property determined by: - Observed evidence . - Markings requested by E.G. Rud & Sons Inc. per Gopher State One Call Ticket No. 242270176. - Record drawings provided by the City of Lino Lakes' engineering department. - Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary from locations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title - Contours within the site were field shot. Contours shown offsite are from MNGEO LIDAR Topography. FACILITY OPERATORS NOTIFIED. (PER GOPHER STATE ONE TICKET NO. 2422701761 CODE COMPANY NAME MARKING CONCERNS DAMAGE CUSTOMER SERVICE CCMN01 COMCAST (800)778-9140 (651)493-5143 CLNOLK01 CITY OF LINO LAKES (651)982-2400 (651)248-9103 (651)982-2452 CTLMN01 CENTURYLINK - CTLQL (800)778-9140 (303)260-4929 (877)366-8344 EANOKA01 CONNEXUS ENERGY (763)323-4215 (763)323-2660 (763)323-2600 MINGAS03 CENTER POINT ENERGY (800)778-9140 (612)321-5200 (612)321-4421 XCEL03 XCELENERGY (651)229-2427 (888)968-9235 (800)895-4999 DRAWN BY: JEN JOB NO: 24.0895OPP DATE: 09/06/24 CHECK BY: JEN FIELD CREW: CB-BJ 1 10/15/24 REV. PER CITY COMMENTS JEN 9� 2 r F< I I I I K I 3 L J L 91� .......... NO. DATE DESCRIPTION BY -000� I hereby certify that this survey, plan X or report was prepared by me or under �': my direct supervision and that I am a Go BUD SONSP INC duly Registered Land Surveyor under EST.19n the laws of the State of Minnesota. Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 �. Lino Lakes, M N 55014 JAM E. 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SHED ° r \ / n 1 I L.k..:.........90 < �I 908.1 L -L _ Off. •....908.2^ I I I I\ I 907.1 '^ 907.9 908.1 } ., r L / \ / 907.3 I V �_---*907.1 X ^........ x......•.. 907.9 xi x , x907.2 .x907.0 - r \ / F < I K x907.4 x907.7 x 90J.6 3520 (7 L / L _ \ / \ / I \ 908.3. 907.5 907 0 - - - - 907.0 x 907.0 907.1 x? I 908.0 : SB#2 x • ' 9O ••' 9 •,.. •, 07.2 I 906.84 �O SPRUCEI?• • •. X 907.2 x 907 2 •� 90 O x 0 - 65FN DIP 12294 907. X 9 X 904.7 - - .x9ozo 908.52 -9 �...- .. . I I x907.2 0 Ff�DIP17765 8•• 9- - ••••• .. ® x 907.5 ` ..... L _L J xxyos:i 908 08.0 908.1 �: ` I , o x I' 906 ' ........ ................ 908.2 ro 3511 2- :907.0 .. �. g07 ................... c ...................... �907.8� .. n�- pEPIT EFiiR9BIT rv^� 907 ....r .. ... PYNE16 ,r;`:-a"'9A8.1 35�.3.•9OH ............... L - J x 908.6 ••..................... 71 _ F < ......i ...........I I I K, ../............ o ,., 31 ��" MAPLEI8 507.5 • "'...... _ \ oi.l 908.9 ......................r• 'SPRUCEI6, ...•*�909.2 908 " L.+....... L /'4.... I \ . - . - . - - J m..•'' m '•. FENCE MAPLES$.. 357$. M of I .. ....... / - \ x909.,D* .. L Q.s •...••` 908.6 ••PORTABLE" .....�...._ 909 908.9 •9i0.7 •'•.,,Grn x908.3 ~.•. x •.......... •••• 5 KE H ' 909.3 E 83 08 6 O9 ' 910 4 909.4". N OM - - Q HOUSE ............................g 90 - - --1 F -.-.- I- - M .... 910.4v r ..r I I In .• ••..• ••.......... •:.x 3524 �. �o x910.6 - 1 J I L o •• 909.8 909.1 0?' I. {x 910;2 911.3 - J xo °1 o 910.3 z910.6, �'• CRAB9 - - - (c) '910.0 909.9 rn; �• _ - _ •.••" a ti I I I I •"•'x 910.1 910.591v1.0 ....................... .... 910.7 ... ........ 910.0 X' 10.7'" I 1,.__...... i _ 9106 25.9 �;� 3 :•• < I/ ............. ... ...I ... 1i-\ I I 910.4'1191n0.8-- 910.8 p_ - rn.°� xo91 � _ T _ I "' x 909.2 3508 II �- d r \ of 9103 ��F-F< �.+-- I I I hmmn - x9P0.3 I I 909.3 x MAPLE22 0 0l/ Q \ /�� sf L - EXISTING 5 \0 910 9 R9 910.8 HOUSE 910.E x a -7-777 GARAGE o l i I / I I I I I 916.8 39.7 FIFE EXISTING I•� x1 EXISTING I GARAGE O1 0l I 909.2x 0909'2 0 910.8 M HOUSE ism GARAGE HOUSE I SB#1 910.0 N 912.3 k I I E 910.7 I m 910.7 DOOR-FFE+- 911.2 �' N 6.0. - 01 °1 FFE-GAR ;I6: 910.8 E 17.6 �7.6•0, 40.9 �, �7 -- - ----- 910.0 t t.: 3 TO FACE OF BRICK LEDGE I I CANT. 91�9•. 911.9 911.9 '/'o+m�--_ I I I I' e 9g0.2 � I ••g11.2 I .••�'x910.9 ao WEST FACE OF �o RETAINING WALL ON I II x 909.5'•, o x909.1 911:9n1.•••"'•• 910.8 91o.s OR NEAR LOT LINE } 950.3 m I ��,' I 909.3 910.4 -+ o' v z �/-DRAINAGE AND UTILITY EASEMENT s, z ¢ 910'3 > I II PER THE PLAT OF MAR DON ACRES -T \ ""x909. M seio N ; ? I ' 911.0 LU I I I I .. x s •5. 909 909 8 ' CRA2 4 t � x --_--- �_ - -_ _ 909.1 m 908.9 91 \ 909.6 - 909.4 0 - - - - - - V 909.9 91 Oi6 !R -909.2 - \ ; o 5 I909..0 ----REMNANTS OF OLD GRAVEL AREA. •............... gO.p9; 909.3 909.3. m °909.2 010.0 FNDIP.lJ2 A 909.00S: I �x FNDIR� 2 NOW OVERGROWN WITH GRASS.908.69 9 8.97 \3soo -cas �'ATp o f+J »Wffi x 1 F DIP _ 09.3 N89 27 24__ 11 -1, _ 9' -EDGE OF E 90 3 9pg,7 ;� MAPLE30 _L E TEL -I L I _ - rr �` -/ LANDSCAPING - - - - - 909.3--909.3 _ I L TEL90 . E E E909.25 909.08 909.05 - 1L. - 909.14 9p9 ` TC TC 9p9 EBIT-TC 909.3 909.32 909.47 909.37 909.66 909.60 909.46 909.18 909.18 TC - TC TC .1 TC TC TC TC TC ... OF- tD .. > 909.46>- MHSAN I I I I IW.V.1= 902.33 909.3 L_,\/ I L_ F < I I ' I I'.K / I I En I A A N I /\ r 1 F-1 i\ I I F.- Y I /_\ I\ I I F< 1 NORTH GRAPHIC SCALE 30 0 15 30 60 1 INCH = 30 FEET VICINITY MAP PART OF SEC. 8, TWP. 31, RNG. 22 MAIN ti7 ANCI UR 2 1�V x JG'I' 00 �00 r MYRTLE LN y w O HIGHLAN p TRL �/ ARLO LN SITE V lj In ,In allo HIFAI ANS �Iss//�//jj LOI PAR,K P0. Lols\•2 M 2 z OAK LN O W � Z j > Z Q Q❑Q❑Q❑V W 0 BARBARA LN J 0 Q AtIMI LEGEND ANOKA COUNTY, MINNESOTA (NO SCALE) • DENOTES IRON MONUMENT FOUND AS LABELED @ DENOTES WELL AC DENOTES AIR CONDITIONING UNIT -X-X- DENOTES FENCE DENOTES CABLE PEDESTAL DENOTES RETAINING WALL eco DENOTES CLEAN OUT ............................... "" •••••'•. DENOTES EXISTING CONTOURS ecs DENOTES CURB STOP ••'••• DENOTES ELECTRICAL BOX DENOTES EXISTING SANITARY SEWER X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING WATER MAIN ❑F DENOTES FIBER OPTIC BOX E DENOTES UNDERGROUND ELECTRIC LINE DENOTES GAS METER DENOTES UNDERGROUND GAS LINE DENOTES HYDRANT - DENOTES UNDERGROUND CABLE LINE ® DENOTES MAILBOX DENOTES BUILDING SETBACK LINE Os DENOTES SANITARY SEWER MANHOLE F__ __1 DENOTES BITUMINOUS SURFACE -� DENOTES SIGN O• DENOTES STAKED SOIL BORING LOCATION DENOTES CONCRETE SURFACE - DENOTES TELEPHONE PEDESTAL DENOTES PAVER SURFACE - _ TREE DETAIL. BENCHMARK. - DENOTES POINT NUMBER TOP NUT HYDRANT AT SOUTHEAST =' =' DENOTES ELEVATION QUADRANT OF LOIS LANE AND MEADOW oo`'ti6-------- DENOTES TREE QUANTITY VIEW TRAIL. ELEVATION = 910.50 FEET O' __-_------ DENOTES TREE SIZE IN INCHES - DENOTES TREE TYPE NEIGHBORHOOD CONTEXT SCALE: 1"=100' i� 1 �� R S:\RUD\CAD\24PROJ\240895PP\240895PP.DWG 24.0895PP - SHEET S1 PRELIMINARY PLAT --for-- MESPARGUR INC. --of-- SPARGUR ESTATES DEVELOPER/BUILDER MESPARGUR INC. 12952 96TH STREET N.E. OTSEGO, MN 55330 ATTN: MITCH SPARGUR TEL.952-412-6760 CIVIL ENGINEER PLOWE ENGINEERING, INC. 6776 LAKE DRIVE NE, SUITE 110 LINO LAKES, MN 55014 TEL. 651.361.8210 PROPERTY DESCRIPTION Lot 5, Block 1, MAR DON ACRES, Anoka County, Minnesota. AREA TOTAL SITE AREA: PROPOSED LOTS: LOTS PROPOSED PUBLIC RIGHT OF WAY GROSS DENSITY: NET DENSITY: OWNER. DANIEL V WALDOCH JR 559 LOIS LANE LINO LAKES, MN 55014 SURVEYOR E.G. RUD & SONS, INC. 6776 LAKE DRIVE NE, SUITE 110 LINO LAKES, MN 55014 TEL. 651.361.8200 48,510 S.F. (1.114 ACRES) 3 SINGLE FAMILY RESIDENTIAL 4,950 S.F. (0.114 ACRES) 2.69 LOTS/ACRE 3.00 LOTS/ACRE ZONING AND SETBACKS CURRENT ZONING IS R-1 - SINGLE FAMILY RESIDENTIAL BUILDING SETBACKS: MINOR COLLECTOR STREET: 30 FEET SIDE YARD: 10 FEET REAR YARD 30 FEET MINIMUM LOT SIZE: 10,800 S.F. MINIMUM LOT DEPTH: *135 FEET MINIMUM LOT WIDTH: 80 FEET * VARIANCE REQUIRED FOR LOT DEPTH ON ALL THE LOTS CITY OF LINO LAKES 2040 COMPREHENSIVE PLAN 2017 EXISTING LAND USE: RURAL RESIDENTIAL 2040 FUTURE LAND USE: LOW DENSITY RESIDENTIAL NRTFS IMPERVIOUS SURFACE CALCULATION LOT 1, BLOCK 1, SPARGUR ESTATES HOUSE, GARAGE & CANTILEVERS = 2,066 S.F. DRIVEWAY = 710 S.F. PORTABLE SMOKE HOUSE = 16 S.F. CONCRETE SURFACE = 1,045 S.F. TOTAL IMPERVIOUS = 3,837 S.F PERCENT IMPERVIOUS = 17.6% NHSA PROPERTY IS IN THE MUSA DISTRICT. - Field survey was completed by E.G. Rud and Sons, Inc. on 08/21/24 - Fee ownership is vested in DANIEL V WALDOCH JR. - Parcel ID Number: 08-31-22-24-0005 - Address of the surveyed premises: 559 Lois Lane, Lino Lakes, MN 55014 - Bearings shown are on Anoka County's coordinate system. - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map No. 27003CO355E Community No. 270015C Panel No. 0355 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. - Location of utilities existing on or serving the surveyed property determined by: - Observed evidence . - Markings requested by E.G. Rud & Sons Inc. per Gopher State One Call Ticket No. 242270176. - Record drawings provided by the City of Lino Lakes' engineering department. - Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary from locations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title - Contours within the site were field shot. Contours shown offsite are from MNGEO LIDAR Topography. - Proposed building pads, driveway and grading per Plowe Engineering plans. EST." Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, M N 55014 Tel. (651) 361-8200 Fax (651) 361-8701 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Xa,,� E - 7��P� JA S E. NAPIER Date: 10-15-2024 License No. 25343 .. ..... ..... . ...... ............. ........... PIN No. 08-31-22-2:1-0074 PIN No. 08-31-22-21-0073 PIN No. 08-31-22-21-0072 ::PIN No. 08-31-22-21-0071 PIN No. 0$-31-22-21-0070 Owner: KLUCK, CHRISTOPHER Owner: CARLSON, MATTHEW S O yner: BETTCHER JOHN D & LESLIE h] Owner: MEYER JAMES P JR & JENNIFER J Owner: KOSEC ANDREA R &HOLLY R Address: 545 ARLO:LN Address: 551 ARLO LN Address: 557 ARLO LN Address: 563 ARLO LN Address: 56.9 ARLO LN r I I r- r I I I r / n I r> i F.G I I F- FG I I I F/ I I I\ I I I ........... \ . L LA } . L \ / - ,...1 ..... ... .. I r , -I- -I- ...................................................... ........ .. .... 1 • I r- ''...............90 9................................ Fi i i i I i� I\I f- 909.89 909.12 912.2 O TC \/ TCV ................. v ....... ................ 908.44 M TC............. 908 ............ ........................... - > - N6902724 165.00 S MHSAN i INV.= 902.79 -� O 909.81 909.68 909.50 909.40 909.30..''' 909.17 908.95 908.87 08.70 M TC 0 TC TC TC TC.''' TC \ TC TC TC 1 910.1,.... O ,.... .... p0'). 909.0 G 908.66 1- SIGN:.... M M �/� .. .. 909.6 DRAINAGE AND UTILIT�-EASI��'iiNT j _ M MBox M TC _ gpg .......... co g C9•909.54 909.48 i QER THE••PL�T OF MAR N ACRES 4,950 S.F.,. •• 09 T 91o.z • SANSVC FNDIP1 765 9g� 5 82.50 - /C f y 909.30 2.50 907.6 O( o p�-----g Q -15 cn>- r 5 r 9oa.9 pd•!.. •- 3 P I I C7 ¢ L. - TO BE I 1 � I w o =1 DJ F w ; > > ' RE OVED.......•• I 911 .... .. .. 07 X - I I --- - - wo 911.9 908.2 �•. I I, qI 911.9 ''•... ilo"'..i.. rl: I I 0907.9 Z I I PIN No. 08-31-22-24-0052 'I I 907,• SB#3 10 I 0907.1 I GARAGE M it Owner: TKACH VITALIY GARAGE ? oo' _1 9II8.o I I SB#4 I I I o < Address: 546 ARLO LN n A r x �- FENCE TO BE . v I I ; I \/ 07.5 F < I I REMOVED : I : l o. PIN No. 08-31-22-24-0032 N„ O O .. c :'� 1 Owner: CHLEBECK, KADIE N J \ O 9' ° Address: 564 ARLO LN ^ oa EXISTING 911.b 9Y07 ni r 907.9 907.1 !L II.- 2 Ip I M z HOUSE A©• M r_ u1 10 *890 S.F. o -- I I -- 9Y1.1: 1 ,� l- 10,890 S.F. I I ,. _ B DABLE ARE I N90g' EXISTING 6L� ; UIL A IM I BUILDABLE AREA o """"" •..L• 9oa.ox\ = 10,$90 S.F.± I° I = 10,890 S.F•+ I rn ..... PERIMETER OF \ „1? I ..... I RANDOM DIRT PILES- 1 I I .. 910.9 1 1 r\ •O ..................... l ........ I O I TO BE REMOVED ... L 1 J I. < \. _ ••i ^ i-......- -..908 - ..............�_ L -L _ 908.6 908.2 x ` '; H < I I �- T . - . - . - - - - - - - - - L J K/L _ \ / / I I \ I X ... ........... .. 907 .. RI CR �J \ - EXISTING I 907.7 907.3 I I 3.21 - ........................ SHED 908.1 r n I I I PAVERS TO .....L...:.........g06,....' .. •••�o� .. < .....208.2^ 1 I I \ I �l BE REMOVED 9�7.1 I�M1907.1 w L/ \/ V I iTll rT L / L _ I\ /I I\ / K \ , T 907.5 ',......90r 906.84 - - �Oh FNDIP12294 - - ^ 4•. -82.50 SB#2 1 11907.2 82.50 908.52- i •'•9p S89027' 4" 165.00 <%I • x T x O FgDIP17765 / 8., co .. -.................................... O------•--- L.... 906............... ... ..... L 1 J .........................908 •..• I O ........ 7:0- ........1.............. . --T=---.---- / - (-PROPOSED DI�AiNAGE - - ? EFIREPL $FIREP 907 ...r.\.........I L - PIN No. 08-31-zz-24-ooa9 AND UTILITY EASEMENT •••........ • T•.. I g08 Owner: JOHNSON CAL gas \ p1 .......... 908 ....L..�..,-'......1`,/I .�..... h./........1�... - - - - _ - � Address: 547 LOIS LN ••• FENCE FIRE PIT TO '..., , \.......••d Ih _ i Q.s - _ 909 BE RELOCATED- 908.61 PORTABLE- ............ ...................................... -BLDSB - ��g. g BLDSB - BLDSB=----BLDSB-----BLDSB-- 908. .; MOKE HOUSE ' r � REL • a d I' 1 c� r---�-- I........................... QCATM _L I C 91a.o 1 21 780 �• .••"" G :' 1 ;' 911.3 '•. Z V v] 910.7' I I I I I I v BUILDABLE AREA25.9 3 I 21780S.F.± ,I �.-- -T- N�Z I I ,.l'i' • i �-- 00 , L�W �< °�-- to ;• I 1 z m - ol/ - \ O� \ F~ 9 L _ . / ' O EXISTING L .N. O --� I I I hmmn --' -1 1 r4 �, t t9. 1ni 910.8 HOUSE M w 91o.v M. GARAGE M 1 Co w 1 'i l i 916.8 ° ` v EXISTING 909 2 N FFE EXISTING "' 1 GARAGE PIN No. 08-31-22-24-0033 z" L I 1 I GARAGE I 1 QQ r; z 3 HOUSE I 9 SB#1 V 912.3 I Owner: JOHNSON, JOSHUA A aOQ I m 910.7 - f I I E 0.7 I :' DOOR-FFE+- 911.2 J �' 6.0. Address: 565 LOIS LN ' E 17.6 6, 0 40.9 FFE GAR m 910.8 I 11 ------ ------ 910.0 i i CANT. 9isv,.--- 7 6 - i -7.3 TO FACE OF BRICK LEDGE p '. I< ✓? � OF RETAINIWEST NG WALL ON I I I I DRAINAGE AN BLDSB ----BLDSB -- BLDSB BLDSB-- L ,- J �0 OR NEAR LOT LINE r V z { /� D UTILITY EASEMENT i U Q I' z Q I I W I I '"... z� I PER THE PLAT OF MAR DON ACRES -� \; },• :: F w x� '5.. 09 _- _._ _ I Lu V 91 p 6 O \\ I 909.4 5 9� REMNANTS OF OLD GRAVEL AREA. 9' - 9o9.ocs: y NOW OVERGROWN WITH GRASS. . ...... 9'1 ' IFNDIR 2 908.69 ' •'' FNDIP.1/2''� 9 8.97 - F DIP - -...-. - - - - ?IRN89027'24 "W 165. IE 9°9.3 GAS i-EDGE OF TEL- �- LANDSCAPING 909 GAS GAs -F - L _ -_ _ __ _ 909. Z5 909.08 909.05 1 - - TC TC 9p9' 909.32 909.47 909.37 909.66 909.6 9909.46 9.18 909.18 TC - TC TC - TC TC TC 9090 TC r- O > > 909.46 S > > > > > > > MHSAN I .= 902.33 909.3 I I I I ...... .. .. 6) 0 7 1 O r� F< I I I I V\ I PIN No. 08-31-22-24-0054 PIN No. 08-31-22-24-0043 PIN No. 08-31-22-24-0044 Owner: BIRDSALL ASHLEY Owner: DENKMANN, RYAN T Owner: THORSON, JONATkAN Address: 540 LOIS LN Address: 548 LOIS LN Address: 554 LOIS LN TC (Poo 90$ LJ L_ A I I r' - \ / I I A 1, / r PIN No. 08-31-22-24-0039 PIN No. 08 31-22-24-0040 Owner: GROSS, CHARLES A Owner: JANSMA TODD M & MARY S Address: 564 LOIS LN Address: 7869000NTRY LN NORTH GRAPHIC SCALE 30 0 15 30 60 1 INCH = 30 FEET BENCHMARK. TOP NUT HYDRANT AT SOUTHEAST QUADRANT OF LOIS LANE AND MEADOW VIEW TRAIL. ELEVATION = 910.50 FEET VICINITY MAP PART OF SEC. 8, TWP. 31, RNG. 22 ST MAIN ST _-- Z O AND OR z Ste\. i JG'I' - 00 OO U v MYRTLE LN a HIGHLAND TRL y ARLO LN HIGHLAND MEADOWS PARK LO\S H f OP , LN O s Z a a W < - J z BARBARA LN z it OT a ANOKA COUNTY, MINNESOTA (NO SCALE) LEGEND. • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT TO BE SET, MARKED RLS# 41578 DENOTES AIR CONDITIONING UNIT DENOTES CABLE PEDESTAL •C0 DENOTES CLEAN OUT OCS DENOTES CURB STOP U DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION ❑F DENOTES FIBER OPTIC BOX DENOTES GAS METER DENOTES HYDRANT DENOTES LIGHT POLE ® DENOTES MAILBOX DENOTES POWER POLE Os DENOTES SANITARY SEWER MANHOLE DENOTES SIGN OO DENOTES DENOTES STAKED SOIL BORING LOCATION DENOTES TELEPHONE PEDESTAL Ow DENOTES WELL x x DENOTES FENCE . .......................... ""' DENOTES EXISTING CONTOURS > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN E DENOTES UNDERGROUND ELECTRIC LINE GAS DENOTES UNDERGROUND GAS LINE CBL DENOTES UNDERGROUND CABLE LINE ----BLDSB- DENOTES BUILDING SETBACK LINE DENOTES TREE LINE DENOTES BITUMINOUS SURFACE L DENOTES CONCRETE SURFACE PIN -22-14-0008 DENOTES ADJACENT PARCEL OWNER INFORMATION Owner:er: Cityityofof X Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) DENOTES TREE EASEMENT DETAIL (NOT TO SCALE) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 15 51 I I BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES, AND REAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. DRAWN BY: JEN JOB NO: 24.0895PP DATE: 09/06/24 CHECK BY: JER FIELD CREW: CB-BJ 1 10/15/24 REV. PER CITY COMMENTS JEN 2 3 NO. DATE DESCRIPTION BY S:\RUD\CAD\24PROJ\240895PP\240895PP.DWG 24.0895PP - SHEET S2 TREE INVENTORY WITH REMOVALS --for-- MESPARGUR INC. ..... --of-- SPARGUR ESTATES " ............................................ n .. {I .... 4. ..... ...... TREEINVENTORY 9 0 ....... v.............................................. V O POINT TREE TYPE TREE TO BE -7�.......... "' ........... RIM ....................... 908 ........... NUMBER & TRUNK # SIZE REMOVED 3106 MAPLE 6 x - > - - - N 9�27'2 1 5.00 S < 3111 MAPLE 6 X INV.= 902.79 3212 SPRUCE (OS) 6 0 3217 OAK (OS) 6 ....... o ........ 90E 3218 OAK (OS) 6 RAINAGE FIND UTILIT.Y.LEASMENT' I - M - - - 09.... 3219 ASH (OS) 10 c co "C9 :' i �ER THE'•PLAT OF MAR ON ACRES 3231 PINE (OS) 6 ............... 3232 COTTONWOOD (OS) 16 3231 9�5 n ,.•,, �3106 •,.. ... 911.1., ,. ..••' PINE.6 908 • 908.5 ••' Q 3233 OAK (OS) 8 - - . - . - . - . - . - . - . - . - . - . - . - .s'- 9Q9.4 �9- - - - - - MQPL 6 MAPLE x �. TK•rTt�r 910..... "".... 33500 MAPLE 508 MAPLE RW 20 -1 F 909.4 COTTONWOOD 16 5..r.... - - - - - - - - 5 - �.. .... °' Q I LU o I I Q 3�19 ;1.. w L I 3511 PINE 16 •.••••"" 911 w 9CA3.2 :•' I I 3520 SPRUCE 12 I I . ASIi 14r.> �: o g0� .. ... 3523 SPRUCE 16 LU 32i I I I I I 906 3524 CRAB 9 :. PAIc6 317 I I 3571 MAPLE 18 OAK 6 I I I 3572 MAPLE 18 ' I GARAGE 3578 MAPLE 34 I I GARAGE .•' rn 32'12 9q 8.9 3610 CRAB 10 I I I SPRUC I I x :.{ 'I 3 :.: 9I 11 I I EXISTING :. I /� TOTAL CALIPERS = 167 I I I :I AC I I EXISTING { ...... •• TOTAL CALIPERS REMOVED = 12" I �� I I HOUSE (RW) - DENOTES TREES THAT FALL WITHIN THE EXISTING PERIMETER of •...• I � :` JZ RANDOM DIRT PILES-j. I I I I' RIGHT OF WAY ADJACENT TO THE SURVEYED PREMISES. o ........ (OS) - DENOTES TREES THAT ARE ON OFF SITE. I I I x OFF SITE TREE WERE NOT INCLUDED IN THE CALIPERS - - - - - - - J I L - . - . - . - . - . - . - . x� _ ..................... 907 EXISTING I x I I 3.2 I... SHED I .......................906 .... ... �o� ,.. I - - - - - - - - - - - - - 9 352 ....� x x M o T .........................908 '•• C I 8 ' 1 �:` L... 906................... -1 07.1_1_ ,�, 3572 T 907 . II rv^1 ........... PINE16 ,'9.08.I t 35�.3 9�$ T - ,_rn 908. MAPLE18 S07.5 908 .... ., . .. 908.9 'SPRUCEI6,.•' • ••,. "••I.,FENCE ..�.. O MAPLEIB.,,•357$, :---''••PORTABLE' .... MAPLE34 SMOKE HO E ..................... - :' - 3.1 .. .......... I � .909.1 PROPERTY DESCRIPTION. ; ::..:........... :�.3 I : 1 25.9 ............................. Lot 5, Block 1, MAR DON ACRES, Anoka County, Minnesota. I I 3506 ii �� a I °' 910.3 T7 I I hmmn MAPLE2a ,, O� t LO EXISTING GARAGEJHOUSE I I � o I I � 39.7 ri ' NOTES EXISTING EXISTING GARAGE O1 o M HOUSE I'': GARAGE Field survey was completed by E.G. Rud and Sons, Inc. on 08/21/24. E i 6.ok - p I I EV17.6 -- -- -7.3 TO FACE OF BRICK LEDGE p Parcel ID Number: 08-31-22-24-0005 - 40.9 Fee ownership is vested in DANIEL V WALDOCH JR. 7.6 CANT. - - -WEST FACE OF Y p •••' ......... .� RETAINING WALL ON � I - Address of the surveyed remises: 599 Lois Lane, Lino Lakes, MN 55014 a I } OR NEAR LOT LINE Bearings shown are on Anoka County s coordinate system. i I z .r DRAINAGE AND UTILITY EASEMENT z a I`• (D Q - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside � LU I I� PER THE PLAT OF MAR DON ACRES -T z 909 \ 116, 3610 .J-. F w the 0.2% annual chance flood lain. according to Flood Insurance Rate Ma No. 27003CO355E 5• .. 90 M91o2 �' X p ), 9 p o s X J f .. Boo :'• ....� :.: I I Community No. 270015C Panel No. 0355 Suffix E by the Federal Emergency Management Agency, - - - - - .• - - . - . - . - . - effective date December 16, 2015. CID v + -0.6 0 \ o _- REMNANTS OF OLD GRAVEL AREA. ........ 5 .........; cs: y NOW OVERGROWN WITH GRASS. - Location of utilities existing on or serving the surveyed property determined by: '•"'"'•"' 3500 , „ - - Observed evidence 909.9 N89027 24 W -Af 0 i-EDGE OF x MAPLE30 L GAS TEL !` -� LANDSCAPING CJQ' - Markings requested by E.G. Rud & Sons Inc. per Gopher State One Call Ticket No. 242270176. - = E E -- F L _ x .`.- -FI x - Record drawings provided by the City of Lino Lakes' engineering department. x - Excavations were not made during the process of this survey to locate underground utilities - - - and/or structures. The location of underground utilities and/or structures may vary fromtD locations shown hereon and additional underground utilities and/or structures may be > > > > > > > > > encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for i , i i i i I = 902.33 verification of utility type and field location, prior to excavation. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon 0°$ receipt of a current title - Contours within the site were field shot. Contours shown offsite are from MNGEO LIDAR ................. Topography. o -000� I % Run &so 91� ........... EST.19n Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 NORTH GRAPHIC SCALE 30 0 15 30 60 1 INCH = 30 FEET BENCHMARK TOP NUT HYDRANT AT SOUTHEAST QUADRANT OF LOIS LANE AND MEADOW VIEW TRAIL. ELEVATION = 910.50 FEET VICINITY MAP PART OF SEC. 8, TWP. 31, RNG. 22 ST MAIN ST Z 41_1"NO OR z Six. i JG'I' - 00 OO U v MYRTLE LN a HIGHLAND TRL y p .L. ARLO LN SITE HIGHLAND MEADOWS LOIS LN PARK � K Ol5 2 z IIIIII pAK LN QL O p z a - z z BARBARA LN z it o a ANOKA COUNTY, MINNESOTA (NO SCALE) LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED 0 DENOTES IRON MONUMENT TO BE SET, MARKED RLS# 41578 -- DENOTES AIR CONDITIONING UNIT El DENOTES CABLE PEDESTAL eco DENOTES CLEAN OUT OCs DENOTES CURB STOP H DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION ❑F DENOTES FIBER OPTIC BOX DENOTES GAS METER DENOTES HYDRANT DENOTES LIGHT POLE ® DENOTES MAILBOX DENOTES POWER POLE O DENOTES SANITARY SEWER MANHOLE DENOTES SIGN OO DENOTES STAKED SOIL BORING LOCATION DENOTES TELEPHONE PEDESTAL Ow DENOTES WELL -x x DENOTES FENCE .. •.••.' """ DENOTES EXISTING CONTOURS > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN CBL DENOTES UNDERGROUND CABLE LINE E DENOTES UNDERGROUND ELECTRIC LINE -GAS- DENOTES UNDERGROUND GAS LINE ----BLDSB DENOTES BUILDING SETBACK LINE DENOTES BITUMINOUS SURFACE L L__ - ___J DENOTES CONCRETE SURFACE TREE DETAIL - DENOTES POINT NUMBER = ' DENOTES ELEVATION do°oti;ti-------- DENOTES TREE QUANTITY tio=__------- DENOTES TREE SIZE IN INCHES ` ----- DENOTES TREE TYPE DENOTES TREE TO BE REMOVED I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. , �, E -/l a ;ice CPiI JAM7 E. NAPIER Date:: 10-15-2024 License No. 25343 DRAWN BY: JEN JOB NO: 24.0895PP DATE: 09/06/24 CHECK BY: JEN FIELD CREW: CB-BJ 1 10/15/24 REV. PER CITY COMMENTS JEN 2 F0. DATE DESCRIPTION BY S:\RUD\CAD\24PROJ\240895PP\240895PP.DWG 24.0895PP - SHEET S3 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. REVEGETATION SPECIFICATIONS ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) HYDROMULCH 3884 FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NON FIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TIMING FOR EROSION & SEDIMENT CONTROL 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. Know what's below. Call before you dig. LEGEND AC DENOTES AIR CONDITIONING UNIT © DENOTES CABLE PEDESTAL 6CO DENOTES CLEAN OUT ecs DENOTES CURB STOP ❑E DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION ❑E DENOTES FIBER OPTIC BOX © DENOTES GAS METER �Ce DENOTES HYDRANT DENOTES MAILBOX Os DENOTES SANITARY SEWER MANHOLE DENOTES SIGN O DENOTES SOIL BORING. (BY OTHERS) 0 DENOTES TELEPHONE PEDESTAL 0 DENOTES WELL -X-X- DENOTES FENCE DENOTES RETAINING WALL DENOTES EXISTING CONTOURS > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN E DENOTES UNDERGROUND ELECTRIC LINE GAS DENOTES UNDERGROUND GAS LINE CBL DENOTES UNDERGROUND CABLE LINE ---BLDSB DENOTES BUILDING SETBACK LINE �L DENOTES BITUMINOUS SURFACE J DENOTES CONCRETE SURFACE DENOTES PAVER SURFACE DENOTES PROPOSED CONTOURS 909.65 DENOTES PROPOSED SPOT ELEVATION GRADING INFORMATION 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 N2 1.6 Q Z 20 0 10 20 40 1 INCH = 20 FEET HORIZONTAL (22" x 34") ---------------- _________________ n ' /A� I \/v ---/ /��----��\\--- 909 -------------'��- 909.89 TC 909.12 912.2 -- ------ - - _ - 908.44 TC -------- ----- ------ x - - - - - - - - - - - - - - - - n _ vI TC ---- 908---- ------'/ �_ 908.90 \\� MHSAN \% FILL FRONTAGE TO 909.94 I 909.81 909.68 / PROVIDE POSITIVE EBIT TC TC \ TC - nTCB'S0 TOC9.40 909.30 909.17 908.95 908.87 - n 8.70 TC TC TC TC TC c DRAINAGE TO CURB nx--------------- 910.1 - /- 1 $ 1 $ $ - $ $ $ 908-42 IJ SIGN i I O �OO O O x909.5 09.3 //i 909.09.0 908.66EBIT TCx90H-- O O O 09.8 MBOXS TC n -__ �' g09 9oa.7 90809.6 O O O �- x908.9 -_ ------''�909.1-09 9- s C0,19 09.5 O O C, o 910.2 � ANSVC O O Ox909,5 ��� o _ TL \� ��- 909.65 9oa.o �\ 3 1 . /�909.10 �- T c' 909`6 vY O O O C � 909.3 // 907.6 ---_- I PINE6N /' x908.5 / �\ F 303 x909.1, // - 0 - - - , 7 T K - - - - } - - - _ / - - - - - - = 5-j I I I_.---- 910--- .909- ICOTTONWOOD 16 (0 o� I 910.4 909.00 p c5 YY I X \ ROCK , �� //// I 9017 907.1 'I ^ , {I LU o I I CONSTRUCTION 909 i o O O O 912 I o I 912 I i° ;- _-------911---- \�O I ASH 10 O ENTRANCE I 1 i\/ O O O N - - -- --- - --90.1 �q� Sa 9 v I I v 08.6 LU o j I18 II \\ //' FRONT GAR 910.30 FRONT GAR 60f40 \ I y �q I 8.9 I x908.�/ 912.5 x90 912.5 I^. I 1a11911.9 91y d 911.9 `•__910 aAK 6, III //��� I N I I z _- / I I 911.9 �x '`. 9087$ //S. E. V V .O. L ` I F 908 6 / x 907.3 0 3 I l I I I I // OSB#3 x4n7 R / x906.9 �907.1 I I. �i GARAGE I I GARAGE i i oI 3212 908.50 x 9d0 PROVIDE EXTRA DEPTH 90 SB#4 1 oIx I l of 908.9 j FOOTINGS AND EXPOSE I �o I x x907.1 \ 910.40 I I SPRyCE6 FOUNDATION (TYP) �o o `\ o it x906.6 0 �- CDI CD 9�11 EXISTING 911.6 I x91b.7 1 0 / 907.9 x907.2 \ / HOUSE i x907.1 I I\ 90�7 I I o EXISTING /x910.1 � °' I x I W FLOOR = 909.4 ,-LOW FLOOR = 909.4 `\\ 90 ' HOUSE 908.q x LOW ENTRY = 909.4 I I 9 .2 x �� ,LOW ENTRY = 909.4 x906.8 .1 1 908.00 41 ����10.z I I 909 �xO 7.1 909 \ x9o7.o 60.00 9� - - - - - I L 910.9 -- - '1908.3 q o `\ x907.3 I x906.8 908- - 'T 908.0 x9o7.o I � - 908.6 � � 9oa.z 908 es - - 908 -- - - I . - . - . - . - . - . - . x 1 I I \ 9- ------.-------------907_ EXISTING PROVIDE BIOROLLS TO PROTECT ; 3,2_L -_ SHED C6 x I BASIN FROM SEDIMENT I IOF: 907.2 _ ---_ gob I I � I�-------- a 908.1 � � / -' �-_908.2 I 907.50 / 9d7.1 / � /' \ 907.9 X 907.4 908.1 x 907.7 // \ x 8. -/ / J -907.1 x 907.2 ,mac � 0 3520 90E.5 / 1 907.3 L ---- - - - 907.9 x �- - - 908.3 \\ i HWL 907.4 \\ 0 UCE12 \ 907.0_- -� x 907.0 907.1 x \\ 90 . 907 x9 7.0 C _ x 7907.2- 996.8 2 906.9 \ .. ,.... 907 907 907.1 - - RELOCATE FIRE PIT TO BE: x 907.2 907.0 ------ �- goal -- 908 _�/i I . 908 x9o7 907.2 (A) AT LEAST 20-FT FROM ALL PROPERTY LINES -------- x - 908.1 908.2 x x �-$ \\ - - 0 - - - - - _ _---`�� IT REPIT (B) AT LEAST 25-FT FROM ALL STRUCTURES 3511 - - - - �� - �- \�--9p7- RESTORE DISTURBED AREAS WITH p 907.a ''' -�-- \ \3572 I� 9----'907 ----_ TEMPORARY SEED MIX -ONCE BUILDING I x908.6 8 --_ -' � MnaL la 3523- 908 '-- REMOVE TOPSOIL AND 908.9 9PRUCE16 (- V7.5 908 CONSTRUCTION HAS BEEN COMPLETED, LOT REPLACE WITH MIX OF 70% ''���- \`--' 908.6/'� _ TO BE PROVIDED WITH SOD �-�sz, x ��`�PORTABL���,_---- ' 910.7 x908.3 x ° =,� 909 SAND / 30% TOPSOIL 908.9 MAPLE34 \\ o~\ 1 / 88 \\may_------- x 908.6 III SIVIC KE HOUSE ---------------------- 0�8 --8S0IH- - 8SMO-- 8S 8- 8S0l8-- - 65048- BSa� - - II -3.5 v \�z-o� _ -�0 \II. x9�,4�___, 11° 1 \��•______-�_ \ q _ `\ _o09- x909.7 909.9 /910.4 , - x910.6 I I EXISTING TREES SHALL BE ----- 910.4 irx 3524 I jj "MOVE BUILDING TO BE \\� o' / 909.8 '09.1 a PROTECTED IN ACCORDANCE CRAB9 I 11 I / ' x o x 910.3 910.6 e ° q / AT LEAST 5-FT FROM WITH CITY TREE PROTECTION : ° a v°� 0 909.9 m II x 910.1 d 911.0� `'�------�---- - i PROPERTY LINE \ ---- I FENCE DETAIL (GEN-27) - TYP. 91 .0 Imo910.5 910.7 . 910.7-___________, a / /\----- _L___________ 910.4 - 910.6- 910.8 / 910.8 0) \ \� j I x 909.2 350 / I . ° f <.. 9 .3 x91 PLE22 N ^ EXISTING 1 I�nnRn v� a -�" ° i o I91o.a HOUSE 910.7 I I TREE PROTECTION j x a 9 Q ' .� �g�9.1o.§. a I I / j I I / FENCING (TYP) 1 I I \ 916.8 0.l o Q0 FFE EXISTING EXISTING °' x 0909.2 0 9108 HOUSE GARAGE \� GARAGE / HOUSE GARAGE 909.2 SB#1 \ I �, ml 910.0 xl 912.3 1 I, / 910.7 / DOOR-FFE+- 911.2 I 6.0��- / G FFE-GAR \ 910.8 E o 910.0 A x _ _____ :�--------7.3 TO FACE OF BRIC LEDGE / \ I I \ 910.9 __911.99'0.8 \__--'' 1 1✓ I °' iD O \ \ WEST FACE OF ti a .8 .° 91\1.2 , GQO Z1k1.2910.9 - 1 RETAINING WALL ON \ \\ _---' a a I OR NEAR LOT LINE / m x 909.1 x 909.5 \ 911.0 910.5 f / 910.8 V } 91/ 3 x909.3 \ 910.4 F 910.3 o I / / 0 a / \� e } , 1909.9. I r Z 3: / v� U' Q 910.0 _--� I FLU / ��� i 1 I I K911.0 UQ / 1 I - 9 x 909�, \-/ F WLu x 1 6LL _0 p9 x909.4 ��� AB10 �G/ 4 � I I J I � / 909.9 x / --0.6 908.9 I x909.1 a 909.6 \ 909.4 \\-_____MNANTS OF OLD GRAVEL AREA. 1 \ - I x 909.2 1 \\ e9= ti NOW OVERGROWN WITH GRASS. _k\--- _� �� _ 909.0 5 I 909.3 909.5909.3 E.o x 909.2 \\ 0/ _ V 3500 / x 9)9.4 T-/ ' GAS GAS GAS x F E 909.39. / "� MAPLE30 GqS-GqS GAS GA GAS -- EDGE C GAS GAS / LANDSCAPING 909.7OF !C E TEL EL ~-_ _ E E TEL TEL TEL -GAS GAS--GAS--GAS E 909.6 E E E E\I`E E E E I I .909--- %909.3 TEL TEL 7�L��TEL 909.25 909.08 909.05 - - - 909.14 // CB L _ CBL C Li x - TC TC TC 9p9 � EBIT-TC v I\ X 909.32 9009.47 909.37 909.66 909.60 909.46 909.18 909.18 TC TC TC TC TC TC 1 I♦ 1 `� 1 A L 1 I\1 / - � _ > 909.46 MHSAN / 909.3 Y ^ 909.01 / O$ i TC ,.OJ I / / I / / W(j v o Z o N �LO L0 0o z > z OW �C,Y JZ t� ��0 oX a.W mcA� 0-, © zz ZZ Z Lu ¢w Z D_ (D � w `n Cd m � m N zNZ� N=2LooOQ U 0 O O 0- U) U) w w Uj 17 0 o >, E o 3 E O 03 M 0 Q 6 Z (�0 03 .0 Z J w 0) Cn m Y c C: Q (D J a3 (6 V 'a))W Q N - L N -o N a�'i g OL a) E O O > -0� C 0 O V z a J a. V W W z z a 0 Z W W a wY �11 V a N L J Z � O Z_ a O LL 0 J 13 W W I.L a a a CD 0. W wN LPL a 2 a SHEET C1.1 S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG Tuesday, October 15, 2024 5:23:38 PM 24-2164 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. Know what's below. Call before you dig. LEGEND AC DENOTES AIR CONDITIONING UNIT © DENOTES CABLE PEDESTAL 6CO DENOTES CLEAN OUT OCS DENOTES CURB STOP ❑E DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION ❑E DENOTES FIBER OPTIC BOX © DENOTES GAS METER �Ce DENOTES HYDRANT F� DENOTES MAILBOX Os DENOTES SANITARY SEWER MANHOLE DENOTES SIGN O DENOTES SOIL BORING. (BY OTHERS) 0 DENOTES TELEPHONE PEDESTAL 0 DENOTES WELL X X DENOTES FENCE DENOTES RETAINING WALL DENOTES EXISTING CONTOURS > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN E DENOTES UNDERGROUND ELECTRIC LINE GAS DENOTES UNDERGROUND GAS LINE CBL DENOTES UNDERGROUND CABLE LINE ----BLDSB DENOTES BUILDING SETBACK LINE DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES PAVER SURFACE N2 1.6 O Z 20 0 10 20 40 1 INCH = 20 FEET HORIZONTAL (22" x 34") v A rN 1 ♦ 1 -F- A L I r- 909.89 TC 909.12 TC I I I I�I I I I I I I v I I \ 909.94 909.81 ' 909.68 A909.50 909.40 EBIT TC I TC TC - TC TC I � n x 910.1 SIGN x909.6 10 x909.5 x 909.9 • .• 909.6 n kk S • - co 909.54 909.48 910.2 �r SANSVC FNDIP17765 909.6. 0 3231 909.30 909.17 TC TC 909.3 x 909.5 yI, 909.3 / 3106 - -PINE*1 323 x909.1 x908.5 908.5 1 OA x909.5 MAPLE 6 OAKi8 REMOVE 3232 909. 909.4 / • • 908.9 TREE(TYP) COTTONWOOD 16 I 6 m o �I Q. 911.0 x x 3219 909.2 I J x 908.0 Ur Q z � ASH 10 I 1 Q > ' f REMOVE GRAVEL W - . • G' '' U) >� a ' " DRIVEWAY 908.6 W 0 3218 908.9 '�• 1 908.2 OAK 6 �^ 911.9 1 3217I .. ,�. .. , x . x �,'- m 908.$ OAK x 907.3 ,. 0907.9 SB#3 908.2 907.8 GARAGE x 908�0 32121 908.9 SPRICE 6 1 1 907.6 EXISTING x9107 911.6 HOUSE 0 Ix 910.8 x xI I 1 x o x 910.2 O1 I 910.9 I 1 908.0 1 908.6 EXISTING SHED �6x 908.1 908.2 1 907.9 908.1 x 907.9 x x 907.4 x 907.7 x 908.3 . 908.E 907.0 x 907.0 907.1 x - �- x 907.2 8 x9o7.o 90152 FNC�IP17765 x 908 1 x 908.1 x x 1 908.0 908.2 h o Irn 0 0o I FENCE x 909.0 - - 0.5 _ I I I -- a I � I I I I I I NI I I I o x 910.3 I�nnRn �u�; 910.7 I I x 908.1 908.0 x 908.1 908.2 x 908.3 908.0 x x 908.6 x 909.2 I I I I EXISTING o .,I 909.2 x HOUSE GARAGE o x1 v I g . 1 1 x 910.2 v �a Z ?� W H H W 0 GAS 907.7 907.3 II x 909.1 910.3 N m I � I I I 909.1 11909.9 x - --0.6 908.9 p9, 9ti 9p 909.0 S 908.97 3500 FN IP GAS GAS MAPL MAPLE30 909.7 !C E E - GAS x 909.3 - CBL TEL CB 909.32 909.47 909.37 909.66 TC TC TC TC v Q - ko > > > > I I I I I 907.0 x 907.7 x 907.4 v - 912.2 I I�I v 908.90 _ MHSAN 908.95 TC x 908.9 908.0 3111 908.5 MAPLE 6 x 907.5 x 907.1 908.87 n 908.70 TC - TC 909.0 x 909.0 MBOX5 908.7 907.6 O 01 o� i5 Q J� pZQGP F� x 907.1 x906.9 0907.1 SB#4 907.2 X 1 907.1 x 906.6 X xE REMOVFENCE I 907.2 * .907.0 x 906.8 x 907.1 x 907.0 x 907.3 x 906.8 REMOVE PAVERS 908.44 xTC -1-1 [ < 7 n 908.42 908.66 x EBIT TC TC n 909.1 ° xx 6 rn W F i I 910.4 U) > K LU 0 W�o x o o I� I n n o 911.9'� _d . 111.9 911.9 m x J / I 1 GARAGE W 11 0 / I 1rn a 909.7 rn �09 C AEXISTING i I HOUSE 1 ,6 �I 09.6 x I 908.3 - - - - 1 / 3.2-� - 906.9 - 907.1 1 907.3 907.1 EXISTING SOIL STOCKPILE 907.2 x9m.o 3520 90e.5 907.2 906.84 TO BE USED FOR ONSITE SPRUCE12 x 907.0 FNDIP12294 GRADING 907.5Ea907.2 x907.2 906.9 907.1 SB#2 x904.7 I x 906.3 x 907.5 907 2 _ 1 x� 7 - -I 909.1 EFIREPIT 907.0 - EFIREPIT 3511 \ / 1 907.8 3572 x906.9 PINE16 R 908.1 3523 MAPLEI8 3571 908.9 907.5 I SPRUCE16 x909.2 MAPLEI8 m 3578 908.E ------ x -- PORTABLE 908.9 910.7 ^> x 908.3 MAPLE34 x 0 SMOKE HOUSE x 908.6 x�.., x 909.3 'F - 3.5 910.0 x 909.7 909.9 910.4 x 909.4 °J o I� x $ - x 910.6 - - - - - - - 9101�i ... 0 .p r rn `'o - - _ - 3524 909.8 909.1 CRAB9 1 x910.2 911.3 910.3 >c 910.6 ,y 910.0 � � 909.9 x 910.1 911� 910.5 ac 910.7 �� , N 910.0 x 910.7 a 8.� a n 910.6 910.4 '5- - 910.8 of x v 910.8 d o A 3508 a 1 o 910.3� MAPLE22 ^ t� � C � � ° � 9� EXISTING 909.3 x m d8 n �10.9a. Oa 1 910.8 HOUSE 9\p9 .� / 916.8 ° N FFE EXISTING p909.2 S B# 1 910.8 HOUSE GARAGE No 1 �I GARAGE 910.0 x 912.3 / 910.7 DOOR-FFE+-�- 911.2 G FFE-GAR v 910.8 E N - --------7.3 TO FACE OF BRICK LEDGE ____ 910.9--- 911.9 __ 911.9 910.8 i ,T, .�, - - WEST FACE OF P 911. a. 910.9 I ,,_ RETAINING WALL ON x 909.5 911.0 x V ° 910.5 v I� OR NEAR LOT LINE x\ 910.8 x 909.3 910.4 F - 910.3 F 909.9, L Q 910.0 I{I Ur Q x 909.9 x 909.4 10 Z >: 10.2 F H W RAB10 \ �'>-' 1 x 911.0 Z W 1 I 1 (4 x of - - - - - - - - - - - - - .�F- - rn ��� _- w0 x 909 2 a 909.6 - \ 909.4 -J go9.o5 - . - . - . - . - . - _ ___ - - - - - - - REMNANTS OF OLD GRAVEL AREA. v F\ N FNDIP1/2 NOW OVERGROWN WITH GRASS. 909.3 909.5 909.3 Fo 909.2 910.0 GAS x - 9.4 F E 909.3 GqS- 1 EDGE OF 4GA� GAS GAS TELGAS GAS GAS 7-- LANDSCAPING Ed--E TEL EL TELEE9096EE TEL -� E E TEL Tom, ��TEL L �6L �.� 909.25 909.08 909.05 TC TC TC - 909.14 EBIT-TC 909.3 j - �� 9p91 909.60 TC 909.46 TC 909.18 909.18 TC TC 1 I♦ 1 `� 1 A L I v I 1 1 1 I /\ I\1 909.46 MHSAN I 909.3.3 i 909.01 TC I I I I 1 W(j v o Z o N 00 z '- z OW ��Y JZ w� t� (0 0 o X �W mcA-1 0- �-_ Z Z_ U Z Z Z W ¢W z tw U) Cd O �2 ZN UQ LLIo Q ° ° N = 0 Q o � � U 0 Z O EL U W W a (V co LO O r` 00 0 >, 4) 7 E -0 O E 3 O O M O Q C Qi z m m J 0) - Z LL1 � O Y 0 (0 .D O Z v Q (D J C Q .� O O N Q N 0- W O L C LO a)- OL O O 0 E Q T L -0 a)-0 0) � C 0 O V W � Z a z aJ F- Z a � W Cl)a WY JCl) LU Z O o LL a W Q a W a W a a Cl) SHEET C1.2 S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG 24-2164 Tuesday, October 15, 2024 5:23:38 PM 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. LANDSCAPING STANDARDS 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. 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: LEGEND 1A­C1 DENOTES AIR CONDITIONING UNIT © DENOTES CABLE PEDESTAL 6CO DENOTES CLEAN OUT OCS DENOTES CURB STOP ❑E DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION [] DENOTES FIBER OPTIC BOX © DENOTES GAS METER DENOTES HYDRANT o� DENOTES MAILBOX O DENOTES SANITARY SEWER MANHOLE DENOTES SIGN O DENOTES SOIL BORING. (BY OTHERS) IT] DENOTES TELEPHONE PEDESTAL 0 DENOTES WELL -X-X- DENOTES FENCE DENOTES RETAINING WALL DENOTES EXISTING CONTOURS > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN E DENOTES UNDERGROUND ELECTRIC LINE GAS DENOTES UNDERGROUND GAS LINE CBL DENOTES UNDERGROUND CABLE LINE ----BLosB DENOTES BUILDING SETBACK LINE DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES PAVER SURFACE 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. 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 (americans) Ginkgo (male tree only) Ginkgo biloba Kentucky Coffee Tree Gymnocladus dioicus Delaware American Elm Ulmus americans "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 41D or less varieties) Pine Pinus (all climatic Zone 41D or less varieties) Canadian Hemlock Tsuga canadensis European Larch Larix decidua Cedar Cedrus (all climatic Zone 41D or less varieties) Eastern Larch Larix laricina 2 rr O z 20 0 10 20 40 1 INCH = 20 FEET HORIZONTAL (22" x 34") 910.2 910.1 SIGN _ n S CO 909.54 I SANSVC 3231 909.5 909.3 PINE 6 A r� I /\ Fl I I I __Tn 912.2 n I I I T v V 908.90 _ MHSAN I 323 9091 3232 F 909.4 COTTONWOOD 16 j NEW BOULEVARD TREE NEW BOULEVARD TREE 3219 (SEE SPECIES LIST FOR (SEE SPECIES LIST FOR z} 909.2 SUITABLE TREES) SUITABLE TREES) ASH 10 Lo > 1 Hs - - Hsare 3218 908 9 I I I OAK 6 II OAK 908.>B Vl OAK 6 I I GARAGE 1 3212 I I 908.9 SPRICE 6 I j I I EXISTING j HOUSE ® j 911.1 I I I I I I EXISTING SHED n 909.0 MBOX5 907.6 } w >_ wof zy I� I) GARAGE I 1 9.1 I I 1 1 �09 Ac EXISTING j I HOUSE I � I I j x I I I �HsaHa- -Hsa e Hsa H --L - �- esa}H HsmH-----asa�e-----Hsa�H / j x RESTORE DISTURBED AREAS WITH TREE PROTECTION 3.2-� - TEMPORARY SEED MIX - ONCE BUILDING I I FENCING (TYP) I CONSTRUCTION HAS BEEN COMPLETED, LOT x TO BE PROVIDED WITH SOD I - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - 352. 907.2 x SL SPRUCE12 I0 r0 - - - - - - - - - - - - - - - 0 - - 0 - - - - 0 00 / I II - - - - - - 3511- - - - \ 907.8 PINE16 „ 908. I.�i. -1 MAPL 3523 "`� APLEI8 3571 ,,,,���\AAAA���'"' 907.5 I SPRUCEI6 FENCE +-o.s MAPL MAPLEI8 3578 = ---- PORTABLE - 910.7 MAPLE34 MAPL SMOKE HOUSE Hsa�H- EXISTING TREES SHALL BE PROTECTED IN ACCORDANCE -- alH HsaIH-- Hsa�H-----esolo-- SG�e- -3.5 WITH CITY TREE PROTECTION Q 8 I r-- - - - - - - - - - - - - I I FENCE DETAIL (GEN-27) - TYP. as 3524 I 4 909.1 I CRABS ° as a. I I --------. - c . I 3508 i .a. I I 910.3o MAPLE22 't=3 Cwmmj . a I EXISTING �nnRn e A� a e I I HOUSE .Q I I EHOUSEG I I EXISTING GARAGE I I GARAGE GARAGE HOUSE I ° 8 ° } z Lu wof 0 -'-- -------_.J L__. - --0.6 �G91 9ti 9G 909.0 3500 GA 909.9 --GAS--GAS- MAPLE30 E- TEL- 910.7 910.8 E P5 F\ av F F N c� a a F\ z 0. Lu10.2 � > RAB10 LU EXISTING BOULEVARD TREE TO REMAIN V 9 9.4 GAS GAS GAS -GAS GAS GA GAS GAS TEL EL E E TEL TE E E E E Ed-- E E TEL CBL TEL L TEL =7 I - 6.0 --I------7.3 TO FACE OF BRICK LEDGE WEST FACE OF I, RETAINING WALL ON iOR NEAR LOT LINE I �< z w \ of LU 0 \ \` -'------ REMNANTS OF OLD GRAVEL AREA. NOW OVERGROWN WITH GRASS. F 909.2 - F E 909.3 GAS �_\ _- EDGE OF �X LANDSCAPING L TEL - E E V A \ I _ V I I I 1 I /\ I\1 \o - > > > > > > > > > > (3)_ > > > 909.46 MHSAN 909.3 LUj Lv o z o c� 00o z > Z (") LUY c:) Y s J Z Lu 0 co0 OX aw (o nZ a-, /© Z Z_ U Z Z Z LU LUQ d(D Lzw © z O� ZC� UQ LLIo <Q 00N =2 Qo � ❑ O0 ❑ I I I I O 0 � � I U) U) w w j ❑ ❑ I cV W � I I I I I I I I I I I � I I I I I - M LO CO I` aD z (V a) E -0 0 T @ CO E M (0 _ rn 0 (6 �--. Cl) - � V 0 W a z co @ 7 J O LLJ O N Z Y c Z U Q L p _J a� n Q o ❑ 't iB o a:): LU Q N U � �V1 � CD > o 0 o 0 E m _0 _0 M O •U :5 Cn W Z U Qz Q J � z a Cl)W a WY a Lu z Cl) o J Q 0 W a Q Z a W a J (L U) SHEET C 1.3 Know what's below. Call before you dig. S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG 24-2164 Tuesday, October 15, 2024 5:23:38 PM 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. Know what's below. Call before you dig. LEGEND AC DENOTES AIR CONDITIONING UNIT © DENOTES CABLE PEDESTAL 6CO DENOTES CLEAN OUT OCS DENOTES CURB STOP ❑E DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION ❑E DENOTES FIBER OPTIC BOX © DENOTES GAS METER �Ce DENOTES HYDRANT DENOTES MAILBOX OS DENOTES SANITARY SEWER MANHOLE DENOTES SIGN O DENOTES SOIL BORING. (BY OTHERS) 0 DENOTES TELEPHONE PEDESTAL 0 DENOTES WELL X X DENOTES FENCE DENOTES RETAINING WALL DENOTES EXISTING CONTOURS > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN E DENOTES UNDERGROUND ELECTRIC LINE GAS DENOTES UNDERGROUND GAS LINE CBL DENOTES UNDERGROUND CABLE LINE ---BLDSD DENOTES BUILDING SETBACK LINE JIL, DENOTES BITUMINOUS SURFACE -- DENOTES CONCRETE SURFACE DENOTES PAVER SURFACE 2 O Z 20 0 10 20 40 1 INCH = 20 FEET HORIZONTAL (22" x 34") I I I I I v I I I I I I- V i n 910., SIGN kkI,S CO 909.54 910.2 �r SANSVC I I I I I r w wV) > 8S F cif I I I I I GARAGE EXISTING /z HOUSE VM 911.1 I I 7771 EXISTING SHED EXISTING HYDRANT \. .� 912_2 n I I I I I I I I I�I I I I EXIST 8" WATERMAIN \ v - 908.90 EXIST 8" PVC SAN. S MHSAN EXIST 8" PVC SAN. EXIST SAN MH n RE 908.90 A n IE 902.29 - - \ (NOT FIELD VE .) \ \ 909.0 \ �\ MBOXS n `- EXISTING 1" COPPER (TYPE K) WATER n \`- EXISTING 1" COPPER (TYPE K) WATER SERVICE AND 4" PVC SCHEDULE 40 SERVICE AND 4" PVC SCHEDULE 40 SEWER SERVICE (-INV 904.0) j SEWER SERVICE (-INV 903.7) 909 907. I -.-.-.-.- - _ RAISE CURB STOP TO MATCH NE z w GROUND ELEVATION RAISE CURB STOP TO MATCH I 4 NEW GROUND ELEVATION w o I I I I 1 I I j I j o I I I I 2 I I 3 i i i SANITARY SEWER SERVICE MAY I I SANITARY SEWER SERVICE MAY NEED INSULATION AT TIME NEED INSULATION AT TIME OF BUILDING CONSTRUCTION I I OF BUILDING CONSTRUCTION I - 9.11 I I I I I I 909.AC EXISTING I i j I HOUSE LOW FLOOR 909.40 I I LOW FLOOR 909.40 x I I I 8S0�18-----85048-----8S0l8---85m8-- / I I I i �- LOTS 2 AND 3 TO USE EXISTING I I 3.2-� SANITARY SEWER AND WATER SERVICES PROVIDED IN ARLO LANE x I - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - x I I r 1 4- ------------------ 0 ---------------- FENCE - f+-o.s ------ PORTABLE ' SMOKE HOUSE 85048 850�8 8S0�8-850�8- 8SCj8- 8SOS8-- -3.5 I I d d I a I 77ii' -8.1.--------- - .tD1rinrrn F7 t1 1 �� I I EXISTING HOUSE GARAGE I V �a z� w L� of Wo - GAS GAS j, EXISTING HOUSE EHOUSEG GARAGE I i GARAGE 910.7 - G ' LOW FLOOR -908.8 6.o I 910.8 E I I f --------7.3 TO FACE OF BRICK LEDGE __- WEST FACE OF .P F d. I RETAINING WALL ON \ V a I i� OR NEAR LOT LINE I I � F cD a c� a V F �w Fw EXISTING 1" COPPER (TYPE K) WATER SERVICE AND 4" PVC SCHEDULE 40 SEWER SERVICE (APPROX. LOC.) - F w 11 w 0 -----....-------t---- - -- ,L-___--.------- - __0.6 �- EXISTING 1" COPPER (TYPE K) WATER N - - - - - - REMNANTS OF OLD GRAVEL AREA. p91 ti i� SERVICE AND 4" PVC SCHEDULE 40 \ NOW OVERGROWN WITH GRASS. ce 909.0 V 5 SEWER SERVICE \ F 909.2 9 D9.4 - - GAS GAS GAS GAS RE] 909.E - EDGE OF -GAS GAS GA GAS LANDSCAPING !C TEL EL GAS GAS_ \ \ �� GAS E E E E E E E E�-E iEL E TELE TEL CBL TEL CBL TELL TEL -- i V ko EXIST 8" PVC SAN. EXIST 8" PVC SAN. 909.46 / MHSAN %' EXIST 8" WATERMAIN I I 909.3 � 1 I I I I I EXIST SANMH -� RE 909.46 IE 902.35 (NOT FIELD VER.) EXISTING HYDRANT W(j v o Z o N z '- z �_ o OW ��Y JZ w� t� (moo oX a.W cocA_j 0- LL © zz r7/ ZZ zw ¢w z a(D � w Z5 Cd m m N z o� ZC� UQ LLIo xQ 00N =2 Qo 0 U 0 0 0 0- U) U) W W i 0 0 I N W J to I I I i I I I I I I � I I I I IN M Lo Mr-- -0z >, E O 3 E O (p M Q 6 p O Z c`oo O J W a� O Y Z c v (0 .� -a,E Q) J Q _E (6 V 0p W Q N L N E -o CD N a�'i g > LO 0 a) E 0 Q- 0 r U T L -0 O O W C U) <] O V W v Z a �zCIO Z J a J �0. °z J LL Q a Q W a a SHEET C2ml S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG 24-2164 Tuesday, October 15, 2024 5:23:38 PM v o W(j Z o N � CO o �Z Z mo? o O TREE PLANTING REQUIREMENTS: NOTES: 1. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY W wow �, W � Y Z Q Q 6 i LO 1. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP -HALF j ZO OF THE ROOT BALL AND DISPOSE OF OFF -SITE. CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR (� O X FL 2. REMOVE THE WIRE BASKET DOWN TO THE SECOND HORIZONTAL WIRE DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL Z Z = Q FROM THE BOTTOM AND DISPOSE OF OFF -SITE. BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE W m cn J 0- tL 3. EXPOSE ROOT FLARE SO THAT IT IS VISIBLY AT GRADE TO ENSURE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF TREES ARE INSTALLED AT PROPER DEPTH, AND THAT MULCH IS THE CROWN. PULLED BACK 3 INCHES FROM THE TRUCK (I.E. MULCH IS NOT 2. LANDSCAPE CONTRACTOR RESPONSIBLE TO KEEP TREE Z TOUCHING THE TRUNK.) STRAIGHT AND PLUM. Z 4. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, 3. LANDSCAPE CONTRACTOR TO INSTALL 6" WHITE PVC TRUNK Z X CUT THE WIRE BASKET OFF AND REMOVE. DISPOSE OFF OFF -SITE GUARD AT TIME OF PLANTING Q w 5. SET TOP OF ROOT BALL FLUSH TO GRADE ON 1-2 IN. HIGHER IN SLOW / J z 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 O.D.+2' Fr LU w t Lu IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. I O.D. I NOTES: V _ DIMENSIONS AS PER U.S. POSTAL SERVICE Z o ZN Y UC3 N ljj0 V N ADDRESS MUST BE ON SIDE OF BOX FROM WHICH CARRIER o Q p N LU 0 0 ' APPROACHES IN LETTERS ABOUT ONE INCH HIGH (OR ON FRONT WHERE BOXES ARE GROUPED). O.D/2 SAND OR PIT ;. F 18110. RUN GRANULARA. O.DX4 BEDDING AND (6" MIN) 163 E. COOK I ENCASEMENT MATERIAL PLAN DOUBLE STAKE WITH POLYPROPYLENE WEBBING THROUGH THE EYE OF THE CINCH -TIE RUBBER SUPPORT. AVOID DAMAGE TO THE ROOT GRANULAR MATERIAL ENCASEMENT 0 0 0 0 0 NURSERY GRADE FIBERGLASS — BALL WITH SUPPORT STAKES TREE STAKES, 11/16" X 6-0" WHITE FLAGGING (TYP) NEWSPAPER BOX MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE ' ' 10„ TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE '' CLEAR ZONE WOOD MULCH. DO NO PLACE MULCH IN\1i 1 �� �� CONTACT WITH TREE TRUNK. MAINTAIN THE \�\\ l�� 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF COMPACTED p:b.+ j:' ,::':.;,'' ; GRANULAR BACKFILL ROOT BALL (FOR ISOLATED TREES ONLY). MULCH WEED -FREE FOR AFTER PLANTING T - TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT iv PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. O 1 PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURE NEW T PLANT HOLES PASS THE REQUIRED INFILTRATION TEST r� CONCRETE MIN. 18" REMOVE ALL TWINE, ROPE AND WIRE, AND iD Z Z BURLAP FROM TOP HALF OF ROOT BALL O O_ 0- `• of W DECIDUOUS TREE PLANTING DETAIL CONCRETE CRADLE �' w �' w 0 N.T.S. N W 1— a o 0 N M CO rl- co 0 '1 CITY �� f OF PIPE BEDDING DETAILS JANUARY, 2024 GEN-13 JANUARY, 2024 MAIL BOX CITY' OF GEN-20 i, a) >' 3 LN�jL KES �NQI� KES 0 M co _ M � llc� 4 M IZ L Q 70 C C O Z co(1) n3 m Z J 0 w U) Y c � (0 .D Z v Q (D co .� U) Q N 0°�_ W Q N CD i N TREE PROTECTION CD Eno o FENCET L a)_N 8, -0 WVJ ° 'U Q MAXIMUM 5' METAL OR 2"x2"WOOD FENCE POST 20'-0" FOR 20" DIA. TREE,, _ F, PG _ ��F `� /�OpO v P � GEOTEXTILE WITH NET 50' MIN BACKING �` II Cn I N m STAKE Co I \ROG�\O II O Cj Z BACKFILL 6"MIN I ,r ,." •,• 1 TO 2" WASHED ROCK C9 Z w 10' MAX I I ,. 24' J N MIN W NLU STAKE Y, t`• , GEOTEXTILE Y Q FABRIC Q � J � Notes: � OLL 1. Tree protection fence shall be installed prior to any other construction activity taking place . GEOTEXTILE TO Z Z on site and shall not be removed until construction is complete. OVERLAP THROUGH .I CD J 0 0 2. Fence shall be placed a minimum of 1 foot per caliper inch DBH (diameter at breast height, 4.5' from trunk tree to be TRENCH. TRENcN I I u? W Q measured at above grade) away of saved. M IN' 3. Groups of trees may share a tree protection fence, provided the distances in note #1 can 6 W be maintained, and as approved by the City Forester. NOTES: W 4. Fence shall be 48" orange safety fence, anchored with 6' metal t-posts or 2" by 2" wooden F 1. FENCE SHALL CONFORM TO SILT SILTMNDOT a a stakes placed a maximum of 10' apart. Substitutions in materials must be approved by 3886, (GTF 100 OR EQUAL) City Forester. 5. No grading, storage, parking, or any other vehicular traffic or construction activity shall 2. FENCING SHALL BE PLACED ALONG CONTOURS occur within protection fence, including during fence installation and removal. OR AS DIRECTED BY ENGINEER. 6. If there are incursions into the tree protection zone, the trees may be deemed damaged by the City Forester. These trees may have to be mitigated by planting of additional trees. TREE PROTECTION JANUARY, 2024 CITY o f FENCE DETAIL GEN-27 SILT FENCE JANUARY, 2024 CITY' �/ O F GEN-16 -LAKES �1 ROCK CONSTRUCTION JANUARY, 2024 CITY` O F ENTRANCE GEN-17 IN KE �� � LINO KES INC)AA KES SHEET C3ml S:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 2.DWG 24-2164 Tuesday, October 15, 2024 5:23:38 PM 0 (D z W m U) 0 OD 0 00 N 0 L0 z 75 J Q IL z a U) 0 0 W 0 W W U) W 00 wsb 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. Ms. Katie Larsen 11/6/2024 Page 2 .7T.T7r:'T� 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 • 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 17i M---, . Al . irr_1 r.4 frmrarr-W.TKOTAMrszrra_� :�rrrsrrr. 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 Spargur Estates Engineering Review Ms. Katie Larsen 11 /6/2024 Page 3 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 must be 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 2. Sufficient freeboard is available between the depression modeled HWL and the proposed household low floors/low entries. Spargur Estates Engineering Review Ms. Katie Larsen 11 /6/2024 Page 4 (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 • Water Supply The proposed water will be supplied by three existing 1-inch Type K copper services extended to the lots. Comments: 4- She,.q the o iotinn well fer Let 1 if present • 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. Spargur Estates Engineering Review Ms. Katie Larsen 11/6/2024 Page 5 Comments: • 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 Spargur Estates Engineering Review Ms. Katie Larsen 11 /6/2024 Page 6 • 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. Spargur Estates Engineering Review C I T Environmental Memo I N K E 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: l�WMTMW9172% WZTM ea MuNaa 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. Ma". ­221F.WWWWWWW 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. Page 2 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. 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. 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. ATTEST: Roberta Colotti, CIVIC, City Clerk 3 Rob Rafferty, Mayor 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 maybe deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. 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; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the 1-35W/Lake Drive or 1-35E/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 28) and is served by MCES Interceptor 83-61, a 24 inch gravity sewer located in North Road. The subject site is also in the current 1A (2018-2025) Utility Staging Area. An 8" PVC sanitary sewer main exists along both Lois Lane and Arlo Lane. The sanitary system has capacity to handle 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. ATTEST: Roberta Colotti, CIVIC, City Clerk 4 Rob Rafferty, Mayor 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 1 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. K 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 3 Attachment 1: Applicant's Narrative 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 efficiency 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 offers significant benefits in terms of operational efficiency, 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. Efficient 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 efficiency. 3. Improved Operational Flow: The three-story design allows for a more optimized internal layout, improving operational efficiency. By stacking the units vertically, staff can move more efficiently 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: • Traffic: The increase in units is modest and will not significantly increase traffic volumes. Moreover, the new design incorporates better circulation for service vehicles and staff. • 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 efficient use of space. The transition to a three-story, 48,888 square -foot facility with 57 units offers 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 Attachment 2: Original PUD Site Plan 3 4 5 7 CAMPUS SUMMARY: Lyngblomsten Lino Lakes Campus MN A B C 0 DRY BASIN 4P 221 WOODRIDGE LANE t. LINO LAKES, MN 55104 223 WOODRIDGE LAN E LINO LAKES, MN 55104 N, G N� N, G 229 WOODRIDGE N� LANE LINO LAKES, MN 55104 N, G N� 231 WOODRIDGE LAN E LINO LAKES, MN 55104 GNP 233 WOODRIDGE LAN E LINO LAKES, MN 55104 239 WOODRIDGE LAN E LINO LAKES, MN 55104 LOT 11TOWN HOME o� G 241 WOODRIDGE LAN E LINO LAKES, MN 55104 245 WOODRIDGE LAN E LINO LAKES, MN 55104 LOT 10 TOWN HOME LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 9 TOWN TOWN TOWN TOWN TOWN TOWN TOWN TOWN TOWN HOME HOME HOME HOME HOME HOME HOME HOME HOME LOT 16 LOT 17 / / / / / LOT 18 LOT 19 LOT 20 TOWN TOWN /' ,' TOWN TOWN TOWN MWN HOME HOME / �/ HOME HOME HOME HOME Cz 0 LOT 14 , / , / / , / / / , / ' / / ' / / / ' / a 70 / O TOWN HOME d° LOT 13 TOWN TOWN HOME ' // �/ ,'CNJ HOME LOT ,' // INDEPENDENT / LIVING 4 STORY POND 3P NORTH POND / WELLNESS \CENTER MAIN ENTRY / SKILLED CARE ENTRY & TOWN CENTER & INDEPENDENT TOWN CENTER & LIVING INDEPENDENT LIVING 4 STORY 4 STORY COURTYARD SKILLED CARE 2 STO RY ASSISTED LIVING & MEMORY CARE 3 STORY oGcot' PARKING GARAGE ENTRY & LOADING DOCK 251 WOODRIDGE LANE LINO LAKES, MN 55104 17 5 RESTUARANT 253 WOODRIDGE Existing LINO LAKES, MN LANE House 2s 55104 / / / 20 255 WOODRIDGE / LANE �� ,' �/' 27 E LINO LAKES, MN 55104 N T / F CD 12 / 21.86 �26 x ' ' f 4Iff 4 255 ASH STREET LINO LAKES, MN 55104 / CE: 6 FAST FOOD 6 RETAIL RESTUARANT / / x -4 7- ' Ash Street (County Road J) (Publicly Traveled Roadway) 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 - C 1.20 MONUMENT SIGN, SEE SITE ❑ LAYOUT PLAN - L 1.0 FOR LOCATION La Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA License RICK J. MOORE Number: 14836 Date 10/4/19 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author Check: Checker North SITE PLAN MONUMENT SIGN, SEE SHEET SI GNA GE EXTERIOR, A 17 (C.S.A.H. No. 32) Scale: 1" = 50'-0" SITE PLAN 1 " = 50'-0" 0 37'-6" 75' A2 Attachment 3: Proposed PUD Amendment Site Plan 3 4 1 5 1 6 TrL A B C 0 E U ¢I A 7 1 8 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 - C 1.20 Lyngblomsten Lino Lakes Campus Lyngblomsten 1415 Almond Avenue, Saint Paul, MN 55108 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 Comm: 196015 Date: 10/4/19 Drawn: Author (11 Check: Checker North SITE PLAN SITE PLAN 1 " = 50'-0" � 1 0 37-6" 75' Scale: 1" = 50'-0" !•�, •ems^ Attachment 4, Original 3D Rendering - .. _ _ '` _ - - __ �.:v �T.� 1�''�`.�i)► •� '�• - "`. � '•. ^�.. ^ l' •, � - '`.. 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YV Ar • ���`������� � �' • .., J, . �� mac'. -+ - • •- `i t •-- }f{. •t � ti" ` •r• l,.i'�`- �o.��• '� �S�.P,: .r.� `"` `�• _ +: 'R+' .l. .'� -�.',d' _r ��,y �.-� .O - 1 _ ` 'a s v i P Y Attachment 5: Proposed 3D Renderin�,?��x 14 40'. T", 44 �� - '• �t • '� � •' it _ �, �. r f `�__ 4 i• aid' �` .l{� ,"1 � T, '` � `` t � -4. � � . � • '��' � � � 1 > � •ems ♦ `. � � `.. ,i �. •� � ,. � ;"_ A. i - � a.tr� _. � �' =14 \ Y 'a t. Ate .�}�t o '• ' ` f ..dy.. .r .. . �- _ _vi J i <y _ 'v'+1. V.�i'�- •i- YJy�VIL . • � � - � _ � � ✓ , �� '*,- • P ' _vim • ��•_ �M Jr 1 tip gt ,� ^.y 4�. - !�. L. ,.✓ ��: 'R _ G ,\ � i� , ' +�. 'k, � �; _ r�:� ` '�` •;yam � f i,. i� �'� ' � ,l.. 1 � ram— _ J �- � t � . + �►y� -� y . 711.r\-� 7 `,ii„ •!r•♦'�.._ .., 7 - , vWr ,,,. •;tl �, y ..cif '!� : %�'' '.�"-'� � _� \ - ••. Ilk LAP Ub 7 R, - n ys � �, • o X 1� ;.'i�� •� � r � 'S r. ! ifQ� a! .l�fz � � � `T _ . . � �'' 1. •2 `n -�P Attachment 6: Engineering Memo dated November 6, 2024 wsb 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: 0 0 0. Lyngblomsten — Skilled Nursing Addition Concept Plan prepared by Wold, dated W September 10, 2024. m U) The following review comments should be responded to in writing by the applicant. 0 Engineering OD co N 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. z 75 J Q Grading a z The Lyngblomsten Nursing Home Campus addition includes limited site grading for the U) 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 N requirements will need to be submitted as part of the preliminary and final plats. W Stormwater Management W Ui Additional onsite treatment will not be required as the existing ponding areas were designed n 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 W RCWD Stormwater Management requirements. 00 Ms. Katie Larsen 11/06/2024 Page 2 • 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 Lyngblomsten Nursing Home — Skilled Nursing Addition - Engineering Review Ms. Katie Larsen 11/06/2024 Page 3 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. Lyngblomsten Nursing Home — Skilled Nursing Addition - Engineering Review 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 3r6 Quarter 2024 Public Safety Update ATTACHMENTS Q3 Quarterly Report I Lino Lakes Public Safety Department KE$ C I T & O F �NQ QUARTERLY REPORT IINOCAKES Q3 2024 07/01/2024 — 09/30/2024 R CASE NUMBERS GENERATED YEAR Q1 Q2 Q3 Q4 TOTAL 2024 3,205 3,443 3,613 10,261 2023 3,238 3,772 3,748 10,758 STACKED CALLS REPORT 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 11 • Average Response Time (emergency & non -emergency) 6 minutes and 28 seconds. MEDICAL CALLS FOR SERVICE YEAR Q1 Q2 Q3 Q4 TOTAL 2024 356 304 318 978 2023 307 297 279 883 • 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 9 FIRE DIVISION 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 11/27/2024 12:51 PM Lino Lakes Public S fety Calls by Month and Station Q3 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 & Station Q3 2023 50 46 45 40 39 35 33 30 25 20 18 19 18 16 16 15 13 10 10 5 5 4 0 • ■ 1,1 July August September ■ Police Staff ■ Station 1 ■ Station 2 ■ Duty Crew Lino Lakes Public Safety Calls by Month & Station Q3 2024 70 60 58 50 42 40 36 30 20 19 20 15 15 15 9 111 10 0 1 , 11 0 111 1 July August September ■ Police Staff ■ Station 1 ■ Station 2 ■ Duty Crew Lino Lakes Public Safety Calls by Month and Station YTD 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 & Station YTD 2023 50 47 46 45 42 39 40 37 36 35 3; 30 30 25 25 J12 19 19 19 1s 19 is 20 16 16 16 16 15 13 12 14 13 13 10 lu10mm = I 0 1 0 0 January Felxuary March April May June July AuLm:t September 0 Police Staff 0 Station 1 ■ Station 2 ■Duty Crew 70 60 50 40 30 20 10 0 Lino Lakes Public Safety Calls by Month & Station YTD 2024 58 47 42 38 33 39 36 34 31 21 70 19 15 13 11 11 15 15 12 12 15 15 15 1 0 0 0 1 0 g 1 0 1 Tanuary February March Aptil May June July August September ■ Police Staff ■ Station 1 ■ Station 2 ■ Duty Crew MUTUAL AID GIVEN Q1 Q2 Q3 Q4 TOTAL 2024 13 1 4 18 2023 16 9 5 30 MUTUAL AID RECEIVED Q1 Q2 Q3 Q4 TOTAL 2024 1 4 3 8 2023 2 2 6 10 POLICE DIVISION Qtr 3 2023 Qtr 3 2024 Y-to-D 2023 Y-to-D 2024 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 51% 49% 55% 46% Qtr 3 2023 Qtr 3 2024 Y-to-D 2023 Y-to-D 2024 NIBRS Description - Group B Off Arrest Off Arrest Off Arrest Off Arrest Bad Checks 1 1 I 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 1 65 42 42 181 181 116 116 Fan* 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 87% 100% 89% 94% Q3 2023 Q3 2024 Y-to-D 2023 Y-to-D 2024 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% 1 70% 690/, 63% Q3 2023 Q3 2024 Year -to -Date 2023 Year -to -Date 2024 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% FELONY CASE FILE SUBNHSSIONS YEAR Q1 Q2 Q3 Q4 TOTAL 2024 17 12 12 41 2023 11 19 12 42 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 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 Winter Property Feet 0 300 600 N 1,200 C 1 T Y O F Project Area Map I N EPA KE S 1013112022