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HomeMy WebLinkAbout03/11/2020 P&Z PacketCITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, March 11, 2020 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. A C 11 1V11 A 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: February 12, 2020 5. OPEN MIKE 6. ACTION ITEMS A. PUBLIC HEARING: Ordinance Amendment for Site Plan and Building Modifications for 617 Apollo Drive B. Watermark 3rd Addition PUD Final Plan/Final Plat 7. DISCUSSION ITEMS A. Project Update 8. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : February 12, 2020 TIME STARTED : 6:30 P.M. TIME ENDED : 8:53 P.M. MEMBERS PRESENT : Michael Root, Sue Peacock, Perry Laden MEMBERS ABSENT : Paul Tralle, Neil Evenson STAFF PRESENT : Michael Grochala, Katie Larsen, Diane Hankee, Kelsey Gelhar PLANNING & ZONING BOARD MEETING I. CALL TO ORDER AND ROLL CALL: Vice Chair Root called the Lino Lakes Planning and Zoning Board meeting to order at 6:30 P.M. on February 12, 2020. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA \ The Agenda was approved as presented. IV. APPROVAL OF MINUTES Ms. Peacock made a MOTION to approve the January 8, 2020 meeting minutes. Motion was supported by Mr. Laden. Motion carried 3-0. V. OPEN MIKE Vice Chair Root declared Open Mike at 6:32 P.M. There was no one present for Open Mike Ms. Peacock made a MOTION to close Open Mike at 6:33 P.M. Motion was supported by Mr. Laden. Motion carried 3-0. VI. ACTION ITEMS A. PUBLIC HEARING: Nadeau Acres Rezoning and Preliminary Plat Ms. Larsen, City Planner, presented the staff report. DRAFT MINUTES Planning & Zoning Board January 8, 2020 Page 2 The applicant, BL Holdings, LLC, submitted a rezoning and preliminary plat land use application for Nadeau Acres. The proposed residential development is a 69 single family lot subdivision located north of CSAH 34 (Birch Street) and west of CSAH 54 (20th Avenue) across from NorthPointe. It contains two (2) parcels totaling approximately 33 gross acres. The applicant is proposing an R-1, Single Family Residential development on standard 80 foot wide lots. Board Comments Mr. Laden asked about park access and transportation level of service. Ms. Larsen stated a future park to the west is programmed for the area. The closest existing park is NorthPointe Park. Staff would consult with Anoka County regarding a possible cross walk across 201h Avenue. Level of service information was detailed in the staff report. Ms. Peacock also asked about park access. Mr. Root asked about park dedication fees and park access. He also asked about south driveway relocation for 6709 201h Avenue. Ms. Larsen noted the relocation is required due the extension of Red Oak Lane and the applicant would work with the property owner to relocate the existing driveway to the west. The Public Hearing was opened at 7:00 P.M. q Public Comments Christa Weber, 6709 201h Avenue, expressed concerns about having to relocate the driveway behind house to avoid the median on Red Oak Lane. She also inquired about future turn lanes on 20th Avenue and where that land would come from. Jim Nelson, 6747 20t" Avenue, is not happy about the proposed development and read a letter expressing the following concerns: 1. NorthPointe development has caused flooding of property. 2. Will existing houses be required to hook up to municipal services? 3. Why are some of the retaining walls being removed? 4. Where will run-off from stormwater pond go? 5. There should be access to Birch Street. 6. Filling in wetlands does not support goal of protecting natural environment. 7. How is stubbing in road 6 feet higher than his property compatible with adjacent properties? 8. Pond 400 drains into an existing channel that is already full. 9. Headlights will shine into his bedroom windows. 10. He spoke with RCWD and they are only concerned about on -site drainage within the development boundaries, not what is already happening down stream. David Vickers, 6756 Centerville Road, asked who will be responsible for maintaining the stormwater run-off across his property to the private ditch. DRAFT MINUTES Planning & Zoning Board January 8, 2020 Page 3 Julie McNeely, 6687 20 h Avenue, asked if Outlot C provided access to her property and inquired about drainage, wetland fill and high ground water. Larry Olson, BL Holdings, LLC, 7567 162" d Avenue NE, Columbus, MN 55025, stated they will certainly work with residents and staff to address concerns. Mr. Laden encouraged applicants to have pre -development neighborhood meetings. Mr. Vickers noted concern with pre -development neighborhood meetings is that residents do not know City requirements and they are only hearing from developer. Kristine Swanson, 6737 201h Avenue, asked what recourse there is if stormwater plans do not work. Mr. Laden made a MOTION to close the Public Hearing at 7:19 P.M. Motion was supported by Ms. Peacock. Motion carried 3-0. Staff Comments 1. No median is proposed on Red Oak Lane so driveway relocation shouldn't be an issue. 2. Turn lanes will be constructed within the existing road right-of-way obtained with the minor subdivision of 6709 201h Avenue. 3. Existing houses are not required to hook up to municipal services. 4. Staff is recommending removal of retaining walls with more gradual grade changes where possible. 5. Access to Birch Street is not consistent with the Birch Street Corridor Study or Anoka County access management requirements. 6. The existing wetlands are not high quality wetlands or an integral part of the City's wetland management corridor. The wetlands are being mitigated in compliance with Minnesota Wetland Conservation Act. 7. Staff will review evaluate existing drainage issues in the area. 8. Staff will evaluate the possibility of planting coniferous trees at the north end of Heritage Avenue. 9. Outlot C does provide direct access to 6687 201h Avenue. 10. Site grading, drainage ways and storm sewer pipes direct stormwater to pond areas and not on to adjacent sites. 11. Stormwater maintenance agreements are required detailing responsibility of maintenance of facilities. Mr. Laden made a MOTION to approve the Nadeau Acres rezoning and preliminary plat with conditions noted in the staff report. Motion was supported by Mr. Root. Yeas: Laden and Root; Nays: Peacock. Motion carried 2-1. DRAFT MINUTES Planning & Zoning Board January 8, 2020 Page 4 B. PUBLIC HEARING: Conditional Use Permit For Building Within Floodplain, 7020 West Shadow Lake Drive Ms. Kelsey Gelhar, WSB City Engineer, presented the staff report. The applicant, Leslie Schuhbauer, is proposing to build a home at 7020 West Shadow Lake Drive. A conditional use permit is required for building within the floodplain using alternative elevation methods. The parcel is approximately 0.31 acres. Board Comments Mr. Laden asked if the crawl space is intended to flood, if the vents open automatically and if storage is allowed. Ms. Peacock asked if construction on stilts or fill is more aesthetic. Mr. Root asked what the crawl space floor elevation was and if plantings are allowed near vents. The Public Hearing was opened at 8:17 P.M. Public Comments Leslie Schuhbauer, 1558 Simpson Street, St. Paul, MN 55108, introduce herself to the Board. She had no other comments. Mr. Laden made a MOTION to close the Public Hearing at 8:18 P.M. Motion was supported by Ms. Peacock. Motion carried 3-0. Staff Comments 1. Ms. Gelhar noted the crawl space is intended to flood, the vents open automatically and storage is allowed. Habitable space is not allowed. 2. The low floor elevation is 885 and the vents are at approximately 887. Pumps would be used to pump out water if necessary. 3. Landscape plantings should not be located near vents. Ms. Peacock made a MOTION to approve the 7020 West Shadow Lake Drive conditional use permit. Motion was supported by Mr. Laden. Motion carried 3-0. C. Concept Plan Review for 87 Lilac Street Ms. Larsen presented the staff report. The applicant, Bonfe Builders, submitted a land use application for Concept Plan Review. The proposed development is a 4 lot residential subdivision of a 1.62 acre parcel located at 87 Lilac Street. The property owners are Lyndal and Sally Nelson. DRAFT MINUTES Planning & Zoning Board January 8, 2020 Page 5 Board Comments The Board unanimously agreed the road and public utilities should be extended to the west property line at this time. Lot 1 and Lot 2 would then front the new road. Mr. Laden suggested a 30 foot street setback for Lot 3 may be acceptable since older lots along Lilac Street are at 30 feet. Mr. Root supported a possible amendment to City ordinance regarding road right-of-way and setbacks for certain collector and arterial roads. Public Comments Mr. Joe Bonfe, applicant, requested the road and public utilities not be required due to cost. He suggested possibly dedicating an outlot to City for future road right-of-way. He stated his son was possibly going to move into the existing house at 87 Lilac Street and didn't see any issue with relocating the driveway to Mustang Lane. No motion needed for concept plan review. VII. DISCUSSION ITEMS A. Project Updates Staff gave verbal updates to the Board on current City projects. VIII. ADJOURNMENT Ms. Peacock made a MOTION to adjourn the meeting at 8:53 P.M. Motion was supported by Mr. Laden. Motion carried 3-0. Respectfully submitted, Katie Larsen, City Planner DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: P&Z MEETING DATE REQUEST: CASE NUMBER: APPLICANT: OWNER: REVIEW DEADLINE: Katie Larsen, City Planner March 11, 2020 PUBLIC HEARING Ordinance Amendment for Site Plan and Building Modifications for 617 Apollo Drive PD2019-003 SP2019-004 Sergei Nazarenko 14891 951h Avenue North Maple Grove, MN 55056 Same Complete Application Date: February 6, 2020 60-Day Review Deadline: April 6, 2020 120-Day Review Deadline: June 5, 2020 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: March 11, 2020 City Council Work Session: March 2, 2020 Tentative City Council Meeting: March 23, 2020 BACKGROUND The applicant, Sergei Nazarenko, submitted a Land Use Application for an Ordinance Amendment for site plan and building modifications at 617 Apollo Drive. The applicant is proposing to construct a restaurant with rooftop dining in the existing building. Eagle Liquors currently occupies the north portion of the retail building. The 1.02 acre site is legally described as Lot 3, Block 1, Lino Lakes Market Place. Per the Marketplace Planned Development Overlay (PDO) Design Guidelines Ordinance No. 03-05, substantial departures from the approved plans require an amendment to the ordinance. The Land Use Application is for the following: • Ordinance Amendment to Ordinance No. 03-05 • Site and Building Plan Review This staff report is based on the followings plan sets: • Architectural Plan Set prepared by Jamb Architects dated December 12, 2020 • Color Rendering Elevations prepared by Jamb Architects dated December 12, 2020 • Applicant Narrative prepared by Jamb Architects dated February 3, 2020 ANALYSIS History Lino Lakes Marketplace is a master planned shopping/retail center approved in 2001. The development includes Target and Kohl's, the four Apollo Drive retail buildings as well as those commercial buildings along Lake Drive. Ordinance No. 16-01 and amended by Ordinance No. 03-05 regulates site plan and design guidelines for the development. The design guidelines detail requirements for building composition, materials, lighting, signage, landscaping and building elevations. Per the Marketplace Site Plan, the subject site is the Retail B building. The existing building located at 617 Apollo Drive received administrative site and building plan approval in 2016 and was constructed in 2017. The multi -tenant building is 6,058 sf. Eagle Liquors currently occupies the north portion of the building. Per the Marketplace Planned Development Overlay (PDO) Design Guidelines Ordinance No. 03-05, substantial departures from the approved plans require an amendment to the ordinance. Zoning and Land Use The subject site is zoned GB, General Business with a PDO, Planned Development Overlay as established by Ordinance No. 16-01 and amended by Ordinance No. 03-05 and Ordinance No. 04-05. Current Zoning GB, General Business w/ PDO Current Land Use COM-Commercial Future Land Use per CP Commercial Utility Staging Area 1A=2008-2015 2 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use GB -General North Commercial Commercial Business GB -General East Commercial Commercial Business GB -General South Business Commercial Commercial GB -General West Commercial Commercial Business Site and Building Plan Review A full site and building plan review was completed in 2016. The building complies with site plan, stormwater management, public utilities and landscaping requirements. The proposed amendment relates to an increase in building height, exterior staircase structure and both ground and rooftop mechanical equipment screening. Site Plan The existing site plan meets the performance standards of the zoning ordinance and the Lino Lakes Marketplace PDO Design Guidelines. StaffComments: Sheet Al.1, Site Plan a. The sidewalk and striped pedestrian crossing across Marketplace Drive as required with construction of the original building shall be completed. b. Landing pad for middle door shall be marked. c. The middle rear door may need to be wider for emergency exit requirements. d. Concrete sidewalk shall be extended from the landing of the exterior staircase to the existing sidewalk. e. Should a fence be installed south of the hood exhaust to provide additional screening? f. Should the fence along the trash enclosure drive be continuous? Grading Plan and Stormwater Management No stormwater management changes are required for the building modifications. The existing site BMPs consist of an infiltration area to the west and an existing infiltration pond to the north for treatment, volume control and rate control. Public Utilities No changes to the public utilities are required. The site is served by an 8" watermain and 8" sanitary sewer line located along Market Place Drive. A 6" watermain line serves the building. These utilities can accommodate the demands of the retail building and proposed restaurant. Landscaping and Tree Preservation Twenty-two (22) deciduous trees and thirty-five (35) shrubs are planted on site which is consistent with the Marketplace Master Landscape Plan. Additional shrubs are proposed along the screen fencing. Architectural Plans and Exterior Building Materials The existing exterior materials consist of CMU, brick, EFIS, glass, metal flashing and an awning. The building fagade has recognizable elements of a base, middle and top, with various building materials and complementary colors. Materials and colors are compliant with the Lino Lakes Marketplace PDO Design Guidelines. The existing building height is 16'0-16'8" to the rooftop, 18'8" to the parapet and 22'4" to the cornice. The proposed restaurant includes ground mounted mechanical equipment with 6 ft cedar, stained fence screening and exterior stair structure. The rooftop includes dining/bar areas, restrooms, stone fire pits, elevator shaft, metal guardrails and mechanical equipment with 6 ft cedar, stained fence screening. Exterior materials include glass, stucco and metal parapet cap flashing to match existing. These materials are compliant with the Lino Lakes Marketplace PDO Design Guidelines. The proposed building height is 17'6" to the rooftop, 29'6" to bar and restroom parapet and 33'2" to elevator shaft parapet. These improvements increase the height of the building in some areas by 11 feet. West (Rear) Elevation Ground mounted mechanical equipment is proposed along the west (rear) elevation of the building. Equipment consists of cooler freezer condensers, makeup air, dishwasher exhaust and hood exhaust. The equipment is shown on the plan sheets as dashed lines behind the screen fences. Per Sheet Al.1, Site Plan, the applicant proposes to install four (4) sections of a 6 ft high stained cedar screen fence adjacent to the rear sidewalk and trash enclosure driveway to screen the equipment. Shrubs are also proposed along the fence. The plan sheet notes that gaps between the fence boards may occur when not using tongue and groove system. The 6 ft tall fence does not completely screen the 9 ft tall exhaust unit. Staff Comments 1. Screen fencing may not block egress paths. 2. Sheet A6.1 under Exterior Elevation Keynote the last #23 shall be revised to #25. 3. Is the proposed 6 ft high stained cedar fence (non -tongue and groove) acceptable? 4. The screen fence shall be high enough to screen the exhaust unit. 5. Should fencing be installed south of the hood exhaust to provide additional screening? 6. Restroom exhaust location and details shall be shown. 7. Dishwasher exhaust location shall be clearly shown. Is it above or into the trash enclosure? 8. Details are required for proposed rooftop fence screening. 9. Is red an acceptable color for the rooftop safety railings? East (Front) Elevation There are no proposed changes to the east (front) elevation of the building. North (Side) Elevation A metal exterior stair structure is proposed to provide to emergency exit from the rooftop. The staircase will egress onto a concrete sidewalk. Per the color rendering, the staircase will be painted red. It is assumed the red matches the existing exterior light fixtures on the building. Staff Comments 1. Is red an acceptable color for the stair structure? 2. Stairway lights and details are required. South (Side) Elevation There are no proposed changes to the south (side) elevation of the building. Staff Comments Sheet A6.0, Existing Exterior Elevations does not accurately show the existing metal overhead door that replaced the glass windows. Are the overhead doors being replaced with glass windows? Parking During the 2016 site plan review and approval, the applicant expressed an interest regarding a restaurant as a possible second tenant. Per the Marketplace Master Site Plan, the subject site was designed for retail only. Thirty (30) parking stalls were required and constructed for this retail parcel. A restaurant would require additional parking spaces. Per the approved 2001 Marketplace Site Plan, parking requirements are as follows: 5 • Retail = (Floor Area/1,000) * 5 spaces • Restaurant = ((Dining Area/1,000) * 10 spaces) + 1 spaces per employee Per City Ordinance No. 09-18, parking requirements for outdoor dining are as follows: • Outdoor Dining = For seating area > 500 sf. 1 parking space per 100 sf outdoor dining area The following chart shows parking calculations based on 10 restaurant employees: 617 Apollo Drive Floor Area (sf) # Stalls Required # Stalls Provided1 Eagle Liquors Retail 2,165 11 Restaurant Restaurant 2,172 32 Rooftop Dining Restaurant 3,298 28 Subtota 4.337 71 75 130 parking stalls currently exist on site. 45 parking stalls are provided through a Commercial Lease Agreement with Discount Tires. As noted, the applicant obtained a Commercial Lease Agreement with Discount Tires to lease 45 parking stalls through March 2058. Per City Zoning Ordinance Section 1007.044(9), Control of Off -Site Parking Facilities is allowed with a recorded long term lease agreement. (9) Control of Off -Site Parking Facilities. When required, accessory off-street parking facilities are provided elsewhere than on the lot in which the principal use served is located, they shall be in the same ownership or control either by deed or long term lease, as the property occupied by such principal use, and the owner of the principal use shall file a recordable document with the City requiring the owner and his or her heirs and assigns to maintain the required number of off- street spaces during the existence of said principal use. Parking requirements are met. It should be noted that City approval of these parking requirements does not supersede any private agreements related to the overall Marketplace development. Signage All signage shall comply with by the Lino Lakes Marketplace PDO Design Guidelines. A separate Sign Permit Application is required for all permanent and temporary signs. IN Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the implementation of stormwater management BMP infiltration basins. Land Use Plan The Comprehensive Plan guides the subject site for commercial use. The existing retail business and proposed restaurant is consistent with the designated land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by existing retail business and proposed restaurant. Economic Development A goal of the Economic Development Plan is to promote Lino Lakes' location within the metropolitan region as an advantage in doing business. The existing retail business and proposed restaurant support this goal. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. The existing retail business and proposed restaurant are accessed via two main driveways off of Market Place Drive and there are no required improvements to these driveways. Market Place Drive is directly accessed either from Apollo Drive or CSAH 23/Lake Drive, an "A" minor reliever road that has capacity for the commercial building. Sanitary Sewer and Water Supply Plan The subject site is served by an 8" sanitary sewer line and an 8" watermain located along Market Place Drive. The public utilities can accommodate the demands of the existing retail business and proposed restaurant. Community Facilities Plan The goals and policies of Community Facilities Plan are not negatively impacted by existing retail business and proposed restaurant. 7 Findings of Fact -Ordinance Amendment Per City Zoning Ordinance Section 1007.015(5), the Planning and Zoning Board shall consider possible adverse effects of the proposed amendment. Its judgement shall be based upon, but not limited to, the following factors: (a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. The existing retail business and proposed restaurant are consistent with the City's Comprehensive Plan in regards to resource management, land use, housing, economic development, transportation, sanitary sewer and water supply plan and community facilities. (b) The proposed use is or will be compatible with present and future land uses of the area. The existing retail business and proposed restaurant are compatible with present and future land uses. (c) The proposed use conforms with all performance standards contained herein. The existing retail business and proposed restaurant conforms with all performance standards with minor revisions required as noted. (d) The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. The existing retail business and proposed restaurant can be accommodated with existing public services and will not overburden the City's service capacity. (e) Traffic generation by the proposed use is within capabilities of streets serving the property. The traffic generated by the existing retail business and proposed restaurant are within the capabilities of the streets serving the property. Wetlands There are no wetlands located on site. Floodplain The site is not within a floodplain. Stormwater Maintenance Agreement A Declaration for Maintenance of Stormwater Facilities was recorded on January 6, 2017 and includes both the existing retail business and proposed restaurant. Site Improvement Performance Agreement A Site Improvement Performance Agreement is required. RECOMMENDATION Staff requests the following input from the Planning & Zoning Board: 1. Should a fence be installed south of the hood exhaust to provide additional screening? 2. Should the fence along the trash enclosure drive be continuous? 3. Is the proposed 6 ft high stained cedar fence (non -tongue and groove) acceptable? a. For both ground mounted and rooftop screening? 4. Is red an acceptable color for the rooftop metal safety guardrails? 5. Is red an acceptable color for the stair structure? Staff recommends approval of the ordinance amendment and site and building plan review for 617 Apollo Drive with the following conditions and items being addressed: 1. Screen fencing may not block egress paths. 2. Details are required for proposed rooftop fence screening. 3. Details are required for the rooftop metal safety guardrails. 4. Details for stairway lights are required. 5. Sheet T1.1, Title Page: a. Revise title from Eagle Liquors to 617 Apollo Drive. b. Revise parking calculations. 6. Sheet Al.1, Site Plan: a. The sidewalk and striped pedestrian crossing across Marketplace Drive as required with construction of the original building shall be completed. b. The landing pad for middle door shall be marked. c. The middle door may need to be wider for emergency exit requirements. d. A concrete sidewalk shall be extended from the landing of the exterior staircase to the existing sidewalk. 7. Sheet A6.0, Existing Exterior Elevations: a. The plan sheet does not accurately show the existing metal overhead door that replaced the glass windows. i. Are the overhead doors being replaced with glass windows? 8. Sheet A6.1, Exterior Elevations: a. Under Exterior Elevation Keynote the last #23 shall be revised to #25. b. The fence shall be high enough to screen the exhaust unit. a. Restroom exhaust location and details shall be shown. X b. Dishwasher exhaust location shall be clearly shown. i. Is it above or into the trash enclosure? ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. 2001 Marketplace Master Site Plan 4. 617 Apollo Drive Site Plan, Floor Plans and Building Elevations 5. Color Rendering 10 GEORGE WATCH LAKE N 00 O I � _ Site Location Map WE 500 °°° 20Feet IN KE, s 617 Apollo Drive .�r 12 C I T O F INLAKES • -. g fr AU ■ 1in=100ft N A February 21, 2020 Map Powered By DataLink wsbl 3 / f I 10, -�_J IMI M T- / R30.0' R30.0 R36.0' R240' eW /. \� // / • �r k R39.0' Ou /17(jNWM/ `IJ ; • ! 5/ 3,6p0T f / 34.0' {Jfp'a. RRI.a' 50. FT. i 1 R / ` !t.)�24.0' o // 24.0 24 FJLL\SIGN / 24/.0' BETE 24.0' RETAIL D o- S0. F6p00 T. bR20 I a(< BANK .,P R220 \ -i ^ 5.0 R20 RETAIL A (� o ! RETOOJE 6.AIL �flj 7-TT-- --'11- -o-�( SQ. FT. CROSSWAUc (TYP.) - - - M130.0'9 ROADWAY AND SIDEWALK CONSTRUCTION BY CITY OF LINO LAKES I• SITE DATA BUILDING FLOOR AREA' REO'D REDID PROVIDED SOFT. SOFT. RATIO SPACES SPACES • SUPER TARGET 182,760 164,484 5.0 823 914 • KOHL'S (W/ PROOF) 106,584 95,926 5.0 480 532 • RETAIL A 6.000 5.400 5.0 27 45 • RETAIL B 6.000 5,400 5.0 27 30 • RETAIL C 6.000 5,400 5.0 27 30 • RETAIL D 6.000 5,400 5.0 27 32 • RETAIL E 6.000 51400 5.0 27 35 • BANK 4.500 4,050 5.0 20 30 • RESTAURANT 4.500 3.000 15 45 45 • CONVENIENCE STORE' 3,600 870 See Note 18 78 TOTAL 330,844 294.340 1518 1663 DKIE Sa)RE REWaFD PIAXINO SeLS (•anuRiw /earn Ocss11ax1� nmR NUA •R6PURNP PE4URE PALONG 5lA115 (10/t00WS,00M IS NlPLTtE7�45 STuic RECWRaI Call 48 Hours before digging I GOPHER STATE ONE CALL 3 3g Twin Cities Area 651-454-0002 g, Cg MN. Toll Free 1-800-252-1166 LIJ ; 8' a r� PER OF SPAY PER DEED OF PENT OF WAY = F PER HOOK 27 OF DEEDS PACE 49; z, W few 11, ME y �(.91TED STREET r -- ---------------�-- 0�R g _ 1�'' ) VAC, 1'ED 77TH STREET) M z 5e ( Q }_ � �--,�� �-- d �5w _ I ' 27.0• bm�c� EBTSnuc tune u�cwNc/ 1 LL�t a R86.5'� I I I R60.O' _ 422.3 I� � ICONCRETE! fX%STWIG '� LOADING AREA � I ' • \ g s -PROOF OF PARKING . -.. I • `\ \.\ I 8 g 35.0' T j 0��iARGET = tT--�o 182,760 S.f. 303.3'�gCH NH Sao' KOHLOS °- _ I ! POND o I 2F-SFR D' I DRAINAGE AND UTILITY EASEMENT o 86,584 SF - 507.4• OVER ALL of DUnor A 0 R25.0' I 1 - �NAMENTJ�L1�{I nN� I 320' 65' 2elra� FIXTURE IYP.) 5_CWCRETEI R •a, •os s _ � ,• 1\\.___ � /'' o w CROSSWAUC (TYP.� - , R3025 B ./.-fL- TYP. 30.0' 1 ___TI TREES I xI n EMAIN INMIN RKIN �3 .0• \\\'\ \ EXISTING WI\' voi o U O o TO REMAIN 25.0' L S U I �/ / ��'d•ON SON •8•ou TAL j / / / 1 / •a XNR 1 / -3fi. 25.0' {\t�•rap ,1) L/// B1IUMINOUS PAVEMENT (TYP: ..._ - a G'- - _-� i / r OCT END OF Gtt PRO,ECTLAKES 1=1SITE NOTES I• LEGEND PROPOSED EXISTING • ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS • ALL CURB RADII WILL BE 5.0' UNLESS NOTED OTHERWISE. - - _ _ - _ _ _ RIGHT-OF-WAY LINE NOTED OTHERWISE - - - - PROPERTY LINE • CONCRETE APRONS TO BE INSTALLED FOR ALL ACCESS • CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND DRIVES ON TO PUBLIC STREETS PER CITY STANDARDS. CURB LINE ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC CATCH BASIN/STORM FEATURES, SUCH AS E%[STING GUTTER GRADES AT THE • REFER TO LIGHTING PLAN FOR FOOTCANDLE PRINT OUT. «--� SEWER/MANHOLEy PROPOSED DRIVEWAYS. PRIOR TO THE START OF SITE BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING 1-----1----I-1-I- WATER MAIN C6] GRADING, THE CONTRACTOR SHALL IMMEDIATELY FACE (TYP.) UNLESS OTHERWISE NOTED. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR --- a -C a---- a -tO� MANHOLE/SANITARY SEWER V W VARIATIONS FROM THE PLANS. • VA REFERS TO VAN ACCESSIBLE STALL WHICH REQUIRES AN 8' STALL AND 8' LANDING AREA. ---9x TOPOGRAPHICAL NORTH a Q • HANDICAPPED PARKING STALLS WILL BE PROVIDED D CONTOUR LINE IDENTIFIED PER ADA CODES AND LOCATED ON SITE AND rTJ' UTILITY POLE ® d SIGNAGE PLAN FOR CONSTRUCTION,. HYDRANT � W • ALL CUflB AND GUTTER TO BE CONCRETE 8612 UNLESS 0 GATE VALVE 3B F- NOTED OTHERWISE. 0 e0 T 120 180 g a N • TYPICAL FULL 512E 90' PARKING STALL IS 9'Xi9' UNLESS - NOTED OTHERWISE. SCALE IN FEET ? BASE LINO LAKES 11 BUILDING CODE ANALYSIS MINNESOTA MPROVEMENTS 2015 IBC w/ State of Minnesota Amendments Parking Required - 1 space/200 sf-, 13,445/200 = 67.22 spaces Fire Resistive Requirements - The Muddy Cow Leasehold Parking Provided - Structural Frame - No requirements Eagle Liquors - 30 spaces existing Bearing Walls - No requirements Site (Lot 3, Block 1, Lino Lakes Market Place) Pin No. 08-31-22-43-0024 Discount Tire Co. - 45 spaces (joint use parking) Non -Bearing Walls - No requirements Eagle Liquors Leasehold Total Parking Available - 75 spaces Floor Construction - No requirements Roof Construction - No requirements Site Area - 44,505 sf (1.02 ac) Occupant Load Factor - Tenant "A" Tenant `B" Exterior Walls 10'-0" - 1 hour Zoning District - PDO-Planned Development Overlay District Basement - Exterior Walls 30'-0" - No requirements Occupancy Group - Warehouse - --- 2,165/500 = 4.33(4) Tenant "A" Muddy Cow - Assembly "A-2" (Dining/Drinking) Storage - 1,450/200 = 7.25 (7) Tenant "B" Eagle Liquors - Merchantile "M" Kitchen - 1,415/300 = 4.83 (5) Prepared By: Jamb Architects/Jerry W. Anderson Construction Type - Type V-B (Sprinklered) Main Level Common - 408/ 0 = 0.00 12/12/19 - Type I-B (Sprinklered) Basement Basement Occupant Load - 16 occ 1 exit required; 16 x .15 = 2.4" Allowable Area - "A" Main Floor - Signed By: Tenant Muddy Cow - « 6,000 sf (+75% +300%) or 28,500 sf Retail - 1,409/30 = 46.96 Jerry W. Anderson MN. License No. 13639 Tenant B Eagle Liquors - u u 9,000 sf (+75 /o +300 /o) or 42,750 sf Storage - 756/500 = 1.51 Eagle Liquors total - 49 occ 1 exit required; 49 x .15 = 7.35" Actual Building Areas - Dining (code per area) - 2,585/15 = 172.33 Dining (per fixed seating) - 177 occ PARKING CALCS: Basement - Gross Area Net Area Common - 684/ 0 = 0.00 EAGLE LIQUORS: - 2,165/200 = II SPACES Tenant "A" Muddy Cow - 3,312 sf 2,805 sf Muddy Cow total - 172 occ 2 exits required; 172 x .15 = 25.8" MUDDY COW: Tenant "B" Eagle Liquors - 2,310 sf 2,165 sf Roof Top Level - MAIN FLOOR: - 2,065/200 = 29 SPACES Circ/Toilets (Common Area) - 436 sf 408 sf Dining (code per area) - 3,165/15 = 211.00 ROOFTOP: - 3,445/200 = 34 SPACES Total Basement Area - 6,058 sf 5,378 sf Dining (per fixed seating) - 198 occ Common - 684/ 0 = 0.00 EMPLOYEES: Main Floor - Gross Area Net Area Muddy Cow total - 211 occ 2 exits required; 211 x .20 = 42.2" MUDDY COW: = I/SHIFT Tenant "A" Muddy Cow - 3,038 sf 2,865 sf EAGLE LIQUORS: = I/SHIFT Tenant "B" Eagle Liquors - 2,310 sf 2,165 sf Egress Width Required (prov'd) - Tenant "A" Tenant"B" Circ/Toilets (Common Area) - 710 sf 684 sf Basement - 1.8" (36') 0.6" (36") Total Main Floor Area - 6,058 sf 5,714 sf Main Floor - 25.8" (108') 7.4" (108") Roof Top Level - 42.2" (72') --- Roof Top Level - Gross Area Net Area Tenant "A" Muddy Cow - 5,053 sf 3,445 sf Exit Separation (1/3 diagonal) - 112'-0"/3 = 37'-0" (main level) Circ/Toilets (Common Area) - 1,005 sf 955 sf (1/2 diagonal) - 96'-0"/2 = 48'-0" (roof level) Total Roof Top Area - 6,058 sf 4,400 sf Common Path of Travel - 75'-0" max; 30'-0" actual (main level) Total Areas - Gross Area Net Area - 75'-0" max; 50'-0" actual (roof level) Tenant "A" Muddy Cow - 11,403 sf 9,115 sf Tenant "B" Eagle Liquors - 4,620 sf 4,330 sf Exit Access Distance - 250'-0" max; 35'-0" actual (main floor) Circ/Toilets (Common Area) - 2,151 sf 2,047 sf - 200'-0" max; 50'-0" actual (roof level) Building Totals - 18,174 sf 15,492 sf Min. Corridor Width - 44" Allowable Building Height - 2 stories; Actual Corridor Width - 48" Actual Building Height - 1 story, 22'-4" Dead End Corridors - allowed up to 50'-0" main flr; 20'-0" roof Typical Mcunt ine ke eht5 Note: Provide necessary blocking for all accessories. Refer to Mechanical and Electrical drawings for mounting heights of fixtures Furnished by those sections. All mounting heights do not necessarily pertain to this project. The contractor is responsible to determine which heights will apply. Note: Provide insulated covers at below counter plumbing pipes. Sink shall be a max. of 6 1/2" deep Backsplash Bracket (as required) Mounting zone for TF dispensers 4 Sanitary product receptacles: 12" min. and 40" max. from rear wall. 18" min. from floor and I Z" minimum below the grab bar. o �ij o 6 - Push plate ° a ° o n Z Switch O ..-. O r- - O cn N rr L >- N ctl M F_ II1/4" II I/4" Max. Min. 1T" Min. Push plate Push plate LaVatory Switch Switch 54" Min 12° 3'-6 41' 13 X. 39"- 41" V 1 101 2'_2n Impervious wall finish Flush control to be located 9n wide side C toilet ar i m -6" High Impervious Base 40" Glr. 1@ H/G 1 Min. Watercloset grab bars on fixture sidewall Varies 60" Clr. a H/C Min. 4'-0" iin. (1(0" min. IS" max.) Watercloset grab bars on fixture rearwa II OWNER Galleon/ LLC, 730 Apollo �Drive 5L� I to 110 Lire La1,e5, 1 IN 5�014 ((01) 53_osaa <LVZC0���r-:Tr-IA1L,C OOP ARCHITECTURAL J,4�-15 4�RC:k417EC75 moo. 50X 31 FOfRE57 L,4E, 1IN 55025 STRUCTURAL 5eckd i n 4 Whitney conSL�ltire EreireerS, Iris. 15":� 1St '4ve' E, SL�to 100 F.O. Box .471 Cambrildee, 1"lN 5500a F%one, (7 3) &ae=5 31 GENERAL CONTRATOR Urina Screen or 30" min. Adjacent wall surface . Ep• . Ep• urinal Top of Spout n. U - X II 1/4" Min. 1'-8 5/0" Min, Accessible dr*ine Fountain/ watercooler Accessible Tactile sipnape Mirror ball Mtd. UJall mtd. Towel Toilet Partition Urinal Screen f3aby chanpinp Rod 4 shelf Fire Telephone autorratic door opener soap touiel bar station extinPuisher push Plato switch dispenser dispenser cabinet SITE LOCATION _ONYL LA L;tia ri1i*. D%k Ln q• q �b d 1 • f� K""* UroSITE lri,rd r. • u m 113ka1. w � rIft Uwe.," r'+n' SHEET INDEX T1.1 TITLE SHEET A1.1 SITE PLAN A2.1 BASEMENT FLOOR PLAN A3.1 MAIN FLOOR PLAN A4.1 ROOF FLOOR PLAN A4.2 ROOF PLAN A5.1 ENLARGED TOILET ROOM PLANS A5.2 TOILET ROOM ELEVATIONS A6.0 EXISTING EXTERIOR ELEVATIONS A6.1 BUILDING ELEVATIONS A6.2 ROOF TOP ELEVATIONS A7.1 SECTION TH RU ELEVATOR A7.2 SECTION TH RU STAIR A7.3 SECTION TH RU ROOF TOP BAR A7.4 EMERGENCY EXIT STAIR S1 ROOF FRAMING PLAN S2 EXISTING STEEL BRACING DETAIL (MAIN FLOOR) S3 EXISTING STEEL BRACING DETAIL (ROOF) S4 COLUMN AND BEAM DETAILS S5 COLUMN AND BEAM DETAILS I NEREBI' CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT UJAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAUDS OF THE STATE OF MINNESOTA, JERKY UJ, ANDERSON EAGLE LIQUORS LINO L,4<E5, MINI�,JE,50fi,4 BASE BUILDING IMPROVEMENTS 13c3 1St Ave, F, 5uite 100 .. 5ox 471 Carnloridee/ I ll 55005 F�70re: (1&3) a13=5&31 Fax: (=1&3) 552=5&31 I I4ERE5Y CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT UJAS PREPARED 15Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAUDS OF THE STATE OF MINNESOTA, UJilliarr A. �ecklin, P.E. DATE:DECEMI�ER. 12, 2019 LIC, NO, 15-49.4 Date 12-12-19E)ra cur KJ Job No01911chec'�'ed JA Pa e e No. T1.1 THE MUDDY COW REVISED 01/15/20 PEDE&TRIAN CRO&&ING 41, AINT &TRIPES TO MATCH EXISTING CROSSINGS EXISZCG3LICG3�T r� PI URE / , /A. :.. L/ Elr/ 1 / / COOLER FREEZER `J FQUIPMENT CONDENSORS / NEUJ SCREEN FENCE / ❑ (5r-F DI=7A11- 2 / ALL) / A. ❑ (&'-0" I G7C TYP) / / RIM - EL.- 905.00 A. /INV.. - EL.- 902.r 2 (OUTLET) < / A. / TEL FHONE / Jb8 \ MAKEUP AIR LOT 3 BLOCK 1 SEE 51HEE7 44.1 DISHWASHER FOR MEC1H, UNITS EXHAUST ON ROOF HOOD EXHAUST ------ ------ ------ ------ ---- FROFERTY LINE SITE PLAN Al .1 1" _ 10'-0" GRAPHIC SCALE 0 5 10 15 25 MEN ( IN FEET ) I inch -10 Ft. TYPICAL EXISTING PARKING STALL NO 7L4 ( 0 EX1571NG FOURLD CONC, 51DEWALK FAIN EX1571NG HDC� FARKINc STALLS e ACC�SS ISLE EXISTING BITUMINOUS PARKING ARE EXISTING POURED CON B(/ 12 CURB 4 GUTTER 31,011 8' or as Required FENCE ELEVATION NO SCALE DUE TO LUMBER SHRIN<> GAPS BETWEEN BOARDS OCCURE WHEN NOT USING TONGUE AND GROOVE 5, UG' Fascia (optional) )x6 r'05I !x" Dap Rail N6"Top Rail !x6" Mid Rail 1x6" Boards (T&G Available) )-x6" Bottom Dail _2" Dia. Footing -' Deep Cross Section View FENCE DETAIL NO SCALE Ln 04 hr� Lrl Ln rq 5 fa L. L i W 0 cl: IF M I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 14M 4 DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINN OTA. MN. LICENSE NO. 13636 e JERKY W. ANDERSON JAMB ARCHITECTS DATE: DECEMBER 12, 201":� EAGLE LIQUORS LINO LAKES, MN BASE BUILDING IMPROVEMENTS Corsultine Eneinsers, Inc- 13e 1&t Ave. E, Suite 100 Camloride'e, N 550 a Fax: 552=5&31 11HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT UJA& PREPARED BY ME OR UNDER MY DIRECT &UPERVI&ION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAUJS OF THE STATE OF MINNE&OTA, William A. BcaslcIlr' P.E. DATE. DEC, 12, 2019 LIC, NO, 104e4 Date- 12-12-19-Dra wr KJ Job No, 01911 _ Jq Sheet Title-, eca lee 11, 101 011 Page No, THE MUDDY COW AREVISED 01/15/20 Al 01 mm mlvw 3 I I I I I I 27' - 011 I I I 4 X 5 I I I 5I-411 I I I � I _ 1 X 2 ) (3) (4X5 AS BUILT BASEMENT PLAN_ 1 /81, 1 '-0„ NORTH (4 v O m h1 c GN4 TENANT BASEMENT PLAN 1 /81, 1 '-01, NORTH (4 I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OR THE STATE OR MINNESOTA. JERKY W. ANDERSON ti� DATE: DECEMBER 12, 2019 LIC. NO, 13ro39 EAGLE LIQUORS LINO l=A<E5, MINNE50TA BASE BUILDING IMPROVEMENTS ConSL�ltine EreireerS, Irc. 1513 15t Ave, E, Saito 100 F.O. Sox .4=1 1 Carrbr bee, MN r7r7OOa Fhone: (7 3) (oa'3= 51 Fax-- (73) 2=&31 I HERE5Y CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED 5Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DUL T- REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, William A. Becklin, P.E. DATE.DECEMPER. 12, 2019 LIC. NO. 18494 Date 12-12-1 KJ Drawn Job No01911 Check'eb JA Sheet Ttle- TENANT E:) ASE�IENT FL AN E54S 5L�IL[DING I�lf=FROV �INTS scale, 1/all11_011 Page No, A201 THE MUDDY COW 1 R€V15€D 01/15/20 ME K FEW 1 X 2 ) (3) ( 4 Y 5 60'-01, 1 001I-0" 1 11 0011-0" 172 3 AS BUILT MAIN FLOOR PLAN 1 /8" =1 . Effi© NORTH (4 1 2 3 TENANT MAIN FLOOR PLAN ENV NORTH ( 0 I HERESY CERTIFY THAT TINS PLAN, SPECIFICATION, OR REPORT WAS PREPARED B'T' ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULT' REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JERR� W. ANDERSON DATE: DECEMBER 12, 2019 LIC. NO, 13ro39 EAGLE LIQUORS LINO LA<E5, MINNE50TA BASE BUILDING IMPROVEMENTS lye let Ave. E, 5uite 10 �.. Sox 4-71 Camloriole'e, I N ? Fhore: «(03) ae=5(031 Fax: (1&3) I HERE5 T' CERTII=Y THAT TINS PLAN, SPECIFICATION, OR REPORT WAS PREPARED 5 ' ME OR UNDER DIRECT SUPERVISION AND THAT 1 AM A DULY' REGISTERED PROFESSIONAL ENGINEER UNDER THE LAUDS OF THE STATE OF MINNESOTA. William A. Rocklin, P.E. DATE=DECEMBER. 12, 2019 LIC. NO. 18494 Date 12-12-19Drawr KJ Job No01911 C�7ec�ed JA TENANT FLCCF� FLAN eca lse Page No, A301 THE MUDDY COW 1 R€VI5E[) 01/15/20 1 2 3 4 5 I I I I I I I I I I I I I I I -Nw�. tPS1W i9�=^W AV* 6`�W i9 ^NNW?tP ON`1W i9� Q EXTG. PARAPET WALL 72" FENCE TOP OF II I coRNicE I I II S ONDARY EMERGENCY OOF SCUPPER (2° ABOVE) VERIFY NEED FOR &GREEN FENCE ON A 51DES SLOPE STRUG URE 8" 20-10 3/8 Dining u Me h. 'J Lu �CUPPE - CL Area #4 LLI Are #3 L D.S. 310 -_ -_ EXT . ROO r EXTG. ROOFTOP Lu MEGLIANICAL UNITS � I I I' 2'-111/2" L 5'-I US 13'-2 4'-5 rAy 72" FENGE x Waitress Area # 2 I SLOPE 5TRUC URE 8" Nil ROOFTOP MEGH. UNIT OL �EE scuPPE - Dining 6 D.S. SECONDARY EMERGENCY ROOF SCUPPER (2" ABOVE) Area #3 308 TEMP, RAISED PLATFO M Toilet (TO BE REMOVED) -1304 LEASE SPACE "A" LEXISTING ROOF LANDING MUDDY COW NATGN PTO bE REMO/ED) EL.116'-91/2�®O SF SALVAGE AND STORE ER Waitress I OWNERS DIRECTION Hall #1 Toilet SECONDARY EMERGENCY ROOF SCUPPER (2" ABOVE) SGUPPE�' I I I Dining Area #2 SLOPE STRUC URE 8" 307 D MBWIAI ER //�� 11 KJ U11 YJ / (0 0 1 / B - - - - - - - - - - - - - - - - - BEL. In' �° I rec I F Dining BarArea # 1305 LLJ CL SCUPPE - - EXTG. ROOF P- 11 � D.S. � _ � I SLOPE STRUCTURE 8" I III x _O 8.O _O _O -0' 4'-� 3/8" x 18'-0 3/8" 22'-011 � IS' O 3/S" � > VERIFY NEED FOR &GREEN FENCE ON A SIDES ECONDARY EMERGENCY z ooF SCUPPER (2" ABOVE) Lu ROOFTOP MECk �� VERIFY FINAL ROOF DECK ELEVATIONS 8 ADJUST RAMPS ACCORDINGLY Li I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — - - A -7- ---- EXTG. PARAPET WALL 71 I I I I I I I I I I I I I I I 10 2 3 4 5 EXISTING ROOF PLAN 2 TENANT ROOF PLAN —NORTH � � 12 1/ NORTH IN FEET 1 inch �� fit. THE MUDDY COW Ln e■:Ce "yam' II de1111 e©veee� ! I�11111� , � • II O e�Ql�i�i�i® � I I . J I HEREBY CERTIFY THAT 7N15 PLAN, SPECIFICATION, OR REPORT UJAS PREPARED ICY M1= OR UND1=R MY DIRI=CT &UPI=R�/ISION AND 7�4A7 I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS 01= THE STATE 01= MINNESOTA. JERRY l.U. ANDERSON ` DATE: DECEM5ER 12, 2019 LIC, NO, 13ro39 EAGLE LIQUORS BASE BUILDING IMPROVEMENTS 00 l5C3 let �ve.�u1te l I P1=RI=5Y CERTII=Y TPAT TINS PI -AN, SPECIFICATION, OF, REPORT JUAs PREPARED 5Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULL' RECxISTERED PROFEssIONAL ENGINEER UNDER THE LAUJS 01- THE STATE 01- MINNI=SOYA. UJilliam A. 5eclin, P.E. DATE:DECEPfiSER, 12, 2019 LIC, NO, 18-49-4 Date 12-12-19[DraLun KJ Job No 01911 checkeb JA Sheet Title-, TENANT FLCCF� FL AN � FROOF Paee No. A4.1 1 REVISED 0I/I5/20 I HEREBY CERTIFY THAT 7N15 PLAN, SPECIFICATION, OR REPORT UJAS PREPARED ICY M1= OR UND1=R MY DIRI=CT &UPI=R�/ISION AND 7�4A7 I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS 01= THE STATE 01= MINNESOTA. JERRY l.U. ANDERSON ` DATE: DECEM5ER 12, 2019 LIC, NO, 13ro39 EAGLE LIQUORS BASE BUILDING IMPROVEMENTS 00 l5C3 let �ve.�u1te l I P1=RI=5Y CERTII=Y TPAT TINS PI -AN, SPECIFICATION, OF, REPORT JUAs PREPARED 5Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULL' RECxISTERED PROFEssIONAL ENGINEER UNDER THE LAUJS 01- THE STATE 01- MINNI=SOYA. UJilliam A. 5eclin, P.E. DATE:DECEPfiSER, 12, 2019 LIC, NO, 18-49-4 Date 12-12-19[DraLun KJ Job No 01911 checkeb JA Sheet Title-, TENANT FLCCF� FL AN � FROOF Paee No. A4.1 1 REVISED 0I/I5/20 TOP OF CORNICE _ 1=L 122'-4" TOf- OF PARAPET _ EL 118'-8" FINI&HED FLOOR _ EL 1001-011 OF CORNICE _ EL 122'-4'' 70f= OF PARAPET _ EL. 118'-8" E11OF WINDOWWINDOWFRAME EL. 0'-0" HEC) FLOOR _ EL 100'-0" I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllli!111 © _= =Ev � __ �_�_ -_-_= _= == __==_ ====_� ==_ __=_ ®------- ------ ® - _ = ____Zg.Ml ®------- _===== _ __ ___ ====== -------- Ell 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111�1111111111111111�11111111111111111111111111111111111111111111111111111111111111111111111111111�11111111111111� �11111111111111�111■11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIII r --------- ------- ----- SEE _______-_ ------- RESE __ \ - -_-===== _=r-=-r_-r_ ==_ -_ �� L _a � -r -_s _._ _ __ _ _ ___ - -rr: rr: == �= I ===� =-===_ =_==--�-------- ------ ------- o o 2===== = O O �===_===_===_ ` O �===_ . • _4r ---------------- ----------------- ------------------ ---------------- EAST ELEVATION A4.1 1 �8" = 1 —O" ADD ALT. #1 LJ/ BASEMENT) E D C B A WEST ELEVATION 1/81, =1' 01, ADD ALT. 1*1 LJ/ BASEMENT) SOP OF_CORNICE _ TOP OF PARAPET EL. 118I-all OF UJINDOW FRAME EL 110'-0'' J FINI&HED FLOOR _ ELI 100'-0" B }--- 1 1 < B }-_� i < B OF CORNICE _ EL 122'-4'' 7OP OF PARAPET _ ESL. 118'-8'' � OF WINDOW FRAME_ F HED FLOOR _ EL. 100'-0" Exterior Finish Schedule: r L 2 NORTH ELEVATION A4 1 /8„ =1 1-0„ ( ADD ALT. #1 LJ/ BASEMENT) B SOUTH ELEVATION ( ADD ALT. #I LJ/ BASEMENT) A. P'refinislhed metal flashing and keepers (match EFIS #2 - cornice color) B. CMU #1 (building base) — Anchor Block - "Mojave" rock -face C. CMU 92 (accent units) — Anchor Block — "Saddle" burnished D. Brick Facing Units 91 — Beldon Brick — "Jewel Blend A97-02" velour text. E. Brick Accent Units #2 — Beldon Brick — "Potomac Clear 99-36" Dart -Tex F. Precast Concrete — 4" Stone Sill Caps G. EFIS exterior veneer finish #1 (signband) — Dryvit — "Sandlewood Beige" Quartzputz H. EFIS exterior veneer finish 92 (cornice) — Dryvit — "Buckskin" Sand Texture I. Prefinished anodized aluminum doors & window frames (clear anodized alum.) J. 1" clear insulating glass (low "E" w/ argon fill) K. L. Hollow metal doors and frames (painted) M. Fabric Awning Unit w/ tubular aluminum frames N. "Phoenix" light fixtures - Intrigue Series- Metro O Full cut-off Box light security fixture. * Verify all colors, textures, finishes and material selections with Owner prior to application IN OJO O C I B L CCU Ln �1 Q CL HEREBi CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT UJAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAUDS OF THE STATE OF MINNESOTA, JERR'I' W. ANDERSON '~• DATE: DECEM5ER 12, 201'� LIC. NO, 13ro3S EAGLE LIQUORS L f N0 L A EE5, 1I M EE 5 0 7,4 13c3 ISt Ave, E, 5uite 100 F=).0. 5ox 471 Oamloriloe'e, 1IN 00c5 F17o 1e: (7&='�) Fax: (1&3) 2=31 THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED 5Y ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAUDS OF TH4E STATE OF MINNESOTA. William A. Becklin, P.E. DA7E:DECEM5ER. 12, 20le LIC, NO. 184e4 [Date 12-12-19[Drawr KJ Job No 01911 0hec�,eo JA 557eet Title- EX�5TNG E XTE FR � OFR ELEVAT�ON5 Scale: 1/?11 l 1 _0 11 Page N®. A6.0 THE MUDDY COW T.O. PARAPET EL. 133'-2" T.O. PARAPET EL, 129'-6" ROOF LEVEL EL. I7-6" EXTG. FIRST FLOOF EL. 100' - 0" T.O. PARAPET EL, 133'-2" T.O. PARAPET EL. 129'-6" ROOF LEVEL EL. Ill'-6" EXTG, FIRST FLO( EL. 100'-0" EAST ELEVATION 1/81, =1' 0" WEST ELEVATION 1 /8" =1 '-01, EXTERIOR ELEVATION KEYNOTES: KEYNOTE5 APPLY TO SHEET: A6.1 ONLY ALL KEYNOTES ARE "GENERIC" FOR THE PURPOSE OF EXTERIOR BUILDING MATERIAL PLACEMENT. THE BUILDING CONTRACTOR WILL SELECT ALL MATERIALS S FINISHES. I. EXISTING METAL PARAPET CAP FLASHING. 2, EXISTING METAL SCUPPER AND DOWNSPOUT. 3. EXISTING METAL OVERFLOW SCUPPER. 4, EXISTING STUCCO, EXTERIOR WALL FINISH. 5. EXISTING FACE BRICK, EXTERIOR WALL FINISH. 6. EXISTING SPLIT -FACE CMU, EXTERIOR WALL FINISH. T. EXISTING STONE SILL, EXTERIOR WALL FINISH, 8. EXISTING STORE FRONT FRAME AND GLASS, EXTERIOR WINDOW AND DOOR UNITS. 9. EXISTING HOLLOW METAL, EXTERIOR DOOR UNITS, 10, EXISTING EXTERIOR LIGHT FIXTURES. 11, EXISTING EXTERIOR EXIT LIGHT FIXTURES. 12. PREFINISHED METAL PARAPET CAP FLASHING. MATCH EXISTING PROFILE. 13, STUCCO, EXTERIOR WALL FINISH. MATCH EXISTING PROFILE, TEXTURE AND COLOR, 14. EXTERIOR HOLLOW METAL FRAME AND GLASS, WINDOW AND DOOR UNITS, PAINT. REFER TO FRAME TYPES FOR UNIT 51ZE. ALL UNITS TO BE LOW-E ARGON GAS INSULATED TYPE GLASS. 15. ROOF -TOP, CEDAR SCREEN WALL/ FENCE, STAIN. 158. 6'-O" H. CEDAR FENCE, STAIN 16. METAL GUARDRAIL AT ROOF -TOP PARAPET, PAINT. 11. METAL STAIR GUARDRAIL AND STAIR STRUCTURE, PAINT, 1b. GRADE, SLOPE AWAY FROM BUILDING. 19, DASHED LINES INDICATE EXTERIOR STAIR FOOTINGS AND FOUNDATION BELOW GRADE. VERIFY 4'-0" MINIMUM DEPTH BELOW GRADE. 20. PREFINI5HED METAL SCUPPER AND DOWNSPOUT. 21. PREFINI5HED METAL OVERFLOW SCUPPER. 22. PREFINISHED ALUMINUM, ROLLING COUNTER DOOR 23. CONDS. UNITS SHOWN DASHED 24, MAKE-UP AIR UNIT SHOWN DASHED 23. EXHAUST UNIT SHOWN DASHED T.O. PAF EL, 133'- T.O. PAF EL, 129' KTG. T.O. CORNICE _. 122'-4" XTG. T.O. PARAPET ROOF LE EL. 1111-E T.O. PAF EL, 133'- T.O. PAF EL, 129' EXTG. T.O. CORNICE EL. 122'-4" EXTG. T.O. PARAPET EL, ROOF LE EL, Ill'-E EXTG, FI EL, 100' EXTG. FI EL, 100' NORTH ELEVATION 1/81, =1' 01, 1/81, =1'-01, T.O. CORNICE �'-4" T.O. PARAPET+ 3' -all .0. CORNICE 4" f.0. PARAPET+ .511 35MNT. SLAB -611 I NEREBT' CEFTI=`' THAT THIS PLAN, SPECIFICATION, OR REPORT UJAS PREPARED 5'' ME OR UNDER DIRECT SUPERVISION AND TNAT I AM A DULL REGISTERED ARCI-IITECT UNDER THE LAUJS OF THE STATE OF 1 f INNESOTA. JERR'T' W. ANDERSON DATE. DECEMPER 12, 2019 LIC, NO, 13ro39 EAGLE LIQUORS LINE A<E�3, MINNE50T 13e lst Ave-, E, euite 100 Camloridee, 1IN 5500a F�70re: (1(05) (5C3=(031 Fax: (=1&�) 552=5ro31 I CERTIFY TNAT THIS PLAN, SPECIFICATION, OR REPORT UJAS PREPARED 5'T' ME OR UNDER MY DIRECT SUPERVISION AND TNAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAUJS OF THE STATE OP MINNESOTA, William A. B�c{clin, P.E. DATE:DI`C1-M�ER. 12, 2019 LIC, NO, 18-494 E)ate 12-12-19r�)rawr KJ Sheet Title- EXTEF��OFR ELEVATION5 5,45E 5UILE)ING IMFF�OVEMENTe scale: l/all-11 0 Page No - A601 THE MUDDY COW REVISED 01/15/20 T.O. PARAP EL.129'-6" T.O. SCREED EL. 123'-6" NEW LEVEL -III. -.�,I�IIJ■�■. �II�EXTG. T.O.PARAPETROOF LEVEL .\ EL, 174o" EXISTING RO VARI€5 EL. 116'-0" 5L TO EL. 116'-5' NORTH ELEVATION 1/8" =V-0" €O IP3 -2" - - �- - I _+ -lam I- - _ EO.I33'-2" T + + T.C. IFDAR6APET - - - TO.IPgARA PET E T.O. SCREEN FENCE €XTG. T.O._CORNIC€ €L. 123 6 - €XTG. T.O. CORNICE EL, 122'-4"�,l EL. 122'-4' NEW LEVEL EXTG. T.O. + NEW LEVEL - EXTG. T.C. PARAPET ROOF LEVEL EL. 1151-a" \I + ROOF LEVEL EL. EXISTING ROOF VARI€5 EL. 116'-0" SLOPES TO EL. 116'-5" T.O. SCREEN FENCE EL, 123'-6" NEW LEVEL ROOF LEVEL €L. 111'-6" EXISTING ROOF VARIES EL. 116'-0" SLOPES TO EL. 116'-5" r2--� EAST ELEVATION 1 /81, - 1 9-099 f.O. PARAPET -L. 129'-6" f.0. SCREEN FENCE _L. 121'4o" =XTG. T.O. CORNICE :L. 122'-4" EXISTING ROOF VARI€5 EL, 116'-0" SLOPES TO EL. T.O. PARAPET EL.133'-2" - -XTG. T.O. PARAPET T.O. PARAPET_ L.115'-8" EL.129'-6" T.O. SAFETY RAILING EL. 121'-0" (VERIFY) NORTH ELEVATION 1/8" =V-0" T.O. SCREEN FENCE €L. 123'-6" EXTG, T.O. CORNICE EL. 122'-4" 4\ V V V 1 L L L V n I I V I N NEW LEVEL EXTG. T.O. PARAPET A6.2� /g°°=�'0"®®� LEVEL - - €L. 115 -5 ROOFTOP EXTERIOR ELEVATION KEYNOTES: KEYNOTES APPLY TO SHEET A6.2 ONLY, ALL K€YN07€5 ARE "GENERIC" FOR THE PURP05€ OF EXTERIOR BUILDING MATERIAL PLACEMENT. TI4E BUILDING CONTRACTOR WILL SELECT ALL MATERIALS 4 FINISHES. I. EXISTING METAL PARAPET CAP FLASHING. 2. EXISTING PARAPET, ROOF MEMBRANE FLASHING. 3. EXISTING BUILDING CONSTRUCTION: PARAPET WALL AND ROOF STRUCTURE. 4, EXISTING STUCCO, EXTERIOR WALL FINISH. 5. RAISED ROOFTOP DECKING, PEDESTAL AND ADJUSTABLE SUPPORT SYSTEM. 6. PR€FINISH€D METAL PARAPET CAP FLASHING, MATCH EXISTING PROFILE. 1, STUCCO, EXTERIOR WALL FINISH. MATCH EXISTING PROFILE, TEXTURE AND COLOR. O. EXTERIOR HOLLOW METAL FRAME AND GLASS, WINDOW AND DOOR UNITS, PAINT. REFER TO FRAME TYPE5 FOR UNIT SIZE. ALL UNITS TO BE LOW-E ARGON GAS INSULATED TYPE GLASS. 9. ROOF -TOP, CEDAR SCREEN WALL/ FENCE, STAIN, 10. METAL GUARDRAIL AT ROOF -TOP PARAPET, PAINT. 11. PREFINISHED METAL SCUPPER AND DOWNSPOUT. 12, PR€FINISH€D METAL OVERFLOW 5CUFFER, 13. PREFINI5I4ED ALUMINUM, ROLLING COUNTER DOOR AT EXTERIOR BAR. 14. WOOD BAR COUNTER, MARINE VARNISH. 15. STONE FIREPIT/ BENCH. €XISTING ROOF VARIES EL, 116'-0" SLOPES TO €L. 116'-5" �} T.O. PARAPET_ EL.133'-2" T.O. PARAPET EL. 129'-6" - T.O. SAFETY RAILING €L. 121'-0" (VERIFY) NEW LEVEL ROOF LEVEL EL. I17-6" EXISTING ROOF VARI€5 EL. 116'-0" SLOPES TO EL. 116'-5" lJ SOUTH ELEVATION 1/8" = V 0" T.O. SCREEN FENCE EL. 123'-6" €XTG. T.O. CORNICE EL. 12214" EXTG. T.O. PARAPET* EL, 115'-5" I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT LAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAUJS OF THE STATE OF MINNESOTA. JERKY UJ, 4NDER&ON DATE: DECEMBER 12, 2019 L IC. NO, 3G 3g EAGLE LIQUORS LINO �A<F5/ MINNE50fi 5eck1 i r 4 Whitney Coneultire Ere'ireers, Irc. 15e let Ave. E, 5L�to 100 F.O. Sox 411 Cambr bee/ MN 550 a F�ioneo (7ro3) &ae=5 31 Pax: «&�> 552=5&31 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT LJAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAUJS OF THE STATE OF MINNESOTA. UJilliam A. Becklin, P.E. DATE-DECEMBER. 12, 2019 LIC. NO. 18494 Date 12-12-19DraLun KJ JOL i � _ 01911 checkeb JA Sheet Title- FROOF TOF EXTEF�CF ELEVAT�CNG 5,45E 5UILE)ING IMFFROVE ENfi5 eca le- l/all _ l l 011 Pate N®. A602 THE MUDDY COW REVISED 01/15/20 -�+ vIlk n WEST ELEVATION r� I n EAST ELEVATION awn NORTH ELEVATION THE MUDDY COW I s r AWL 1171 .M,...�,� .__._p PN4, m_ n n x �. a EAGLE LIQUORS uNo LDS, MIWE50T< Becklln a lyhitney iing Englnse Inc og9exM 5 5]-56331 Qi nm Di anal Manama aCMIR Ins Ilus OF mamucrA oar +z-iz-ieo.a�„ la�u rob Ho. 01911 cn�rrcd JA EXTERIOR ELEVATIONS A5E BI ILDN Ii sale: 1/55C=1-o A6.1 PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: March 11, 2020 REQUEST: Watermark 3rd Addition PUD Final Plan/Final Plat CASE NUMBER: PF2020-001 FP2020-001 APPLICANTS: U.S. Home Corporation dba Lennar Attn: Josh Metzer 16305 361h Avenue N., Suite 600 Plymouth, MN 55446 OWNER: REVIEW SCHEDULE: U.S. Home Corporation Complete Application Date: February 24, 2020 60-Day Review Deadline: April 24, 2020 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: March 11, 2020 City Council Work Session: April 6, 2020 Tentative City Council Meeting: April 13, 2020 BACKGROUND Watermark is a 372 acre master planned residential community consisting of 692 single family lots and 172 townhome units totaling 864 housing units. Lennar submitted a Land Use Application for Watermark 3rd Addition PUD Final Plan/Final Plat. The plat proposes 96 single family lots, 79 townhome lots and 1 outlot. Previous Council approvals include: • June 13, 2016: Resolution No. 16-51 approving PUD Development Stage Plan/Preliminary Plat • October 9, 2017: Resolution No. 17-95 approving Amendment #1 to Land Use Plan 1 • December 11, 2017: Resolution No. 17-133 approving Amendment #2 to Architectural Design Standards • October 14, 2019: Resolution No. 19-131 approving Amendment #3 to Architectural Design Standards This staff report is based on the following information: • Watermark 3rd Addition Final Plat prepared by Carlson McCain date stamped January 28, 2020 • Watermark 3rd Addition Sanitary Sewer, Watermain, Storm Sewer and Street Construction Plans prepared by Carlson McCain dated January 10, 2020 • Watermark 3rd Addition Landscape Plans L1-L4 prepared by Carlson McCain dated February 21, 2020 • Watermark 3rd Addition Home Plans Booklet prepared by Lennar dated February 3, 2020 • Watermark Architectural Standards Matrix ANALYSIS PUD Development Stage Plan/Preliminary Plat The PUD Development Stage Plan approved by Resolution No. 16-51 establishes Watermark's overall land use plan, street and utility layout, parks and open space plan, architectural design standards, landscaping and lot development standards. These standards are summarized in the PUD Master Plan Booklet and are incorporated as part of the Master Development Agreement. Each phase (i.e. addition) of development shall submit a PUD Final Plan consistent with the PUD Development Stage Plan. In October 2017, Council approved an amendment to the PUD Development Stage Plan's overall Land Use Plan. The Land Use Plan established 871 housing units. As the applicant has worked through final plan design to address City and RCWD comments from the preliminary plat, the number of 55' wide Villas was reduced from 127 units to 120 units. The net number of housing units is now 864. The net density is 3.39 units per acre and is consistent with the 2030 Comprehensive Plan's required 3.0 to 4.5 units per acre. October 2018 ross Area (acres) jL 372.24 Wetlands & Water Bodies 45.09 Public Parks & Open Space 66.25 Arterial ROW 5.46 Other (Undevelopable) 0.62 Net Area (acres) 254.82 # of Housing Units 864 2 Gross Density (units/acre) 2.32 Net Density (units/acre) 3.39 Grading and Trunk Utility Improvements Lennar commenced grading and trunk utility improvements in September 2018. Phase I grading limits incorporate approximately 150 acres (south 1/3 of the development). The 3rd Addition is within the Phase I grading limits. PUD Final Plan Watermark 3rd Addition creates 96 single family lots, 79 townhome lots and 1 outlot. The PUD Final Plan is consistent with the PUD Development Stage Plan in regards to the land use plan, street and utilities, parks and open space, lot standards and landscaping. The following housing types and products proposed for the 3rd Addition are consistent with the approved Land Use Plan. sing Type Lot Width Housing Product gle Family T 65' - 75' Landmark 64 gle Family 55' - 60' Discovery 32 Townhomes 32'-42' Colonial Patriot (row) 55 Townhomes 32'-45' Colonial Manor (back -back) 24 TOTAL 175 Architectural Standards Resolution No. 17-133 and Resolution No. 19-131 detail architectural design standards for the entire Watermark development. As required, a Watermark 3rd Addition Home Plans summary booklet and Architectural Standards Matrix were submitted. The booklet and matrix detail compliance of the housing products with the resolutions in regards to exterior materials and styles, house elevations and garage and porch requirements. There are 20 different single family house plans with multiple facade and elevation options for a combination of over 100 different housing styles proposed for the 3rd Addition. The townhome products also meet the architectural design standards. Color packages and anti -monotony plans will be included with each building permit application to ensure that the homes elevations are varied with a minimum of five different styles and those homes in proximity to each other not look alike in terms of the combination of color of siding, accent and roofing materials. Coventry by Alside vinyl siding with .042" panel thickness is proposed on all the housing units. All houses have minimum 4" window trim on the side and 3 rear elevations to meet resolution requirements to incorporate an architectural feature into those elevations that are visible from 20" Avenue (CSAH 54), 215t Avenue N. and the public park. In summary, the Watermark 3rd Addition single family housing types and products and townhomes meet the architectural design standards requirements of Resolution No. 17-133 and Resolution No. 19-131. Landscaping The Watermark 3rd Addition Site Landscape Plan has been reviewed by staff and is consistent with the PUD Development Stage Landscaping Plan. The Environmental Coordinator Memo dated February 27, 2020 notes some minor comments such as seed mix types, clear vision areas and planting details. The Watermark Open Space Maintenance Plan has been revised to reflect correct seed mixes and management plan. Staff will be meeting with Lennar and Prairie Restorations, Inc. to determine the best practices for implementing this plan. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The Watermark 3rd Addition final plat has been reviewed for compliance with the comprehensive plan, zoning and subdivision ordinance. The proposed final plat meets the performance standards of the subdivision and zoning ordinance and is consistent with the PUD Development Stage Plan/Preliminary Plat and Final Plan. Plat Phases The following summarizes the number of lots platted per addition: Pr # SF Lots Remaining #SF Lots # TH Lots Remaining #TH Lots Total # Lots Remaining Addition 692 172 864 1st 100 592 93 79 671 2nd 57 535 0 79 614 3rd 96 439 79 0 439 Blocks and Lots The final plat creates 96 single family lots, 79 townhome lots and 1 outlot. The following chart summarizes the purpose of the outlot: M Outlot Purpose A Wetland and Open:Space Outlot A will be deeded, owned and maintained by a Homeowners Association (HOA). A copy of the recorded deed shall be submitted to the City. Easements Standard drainage and utility easements are being dedicated on individual lots and over Outlot A. Street and Utilities The 3rd Addition proposes construction of the following streets which are consistent with the PUD Development Stage Plan: * � Street Name Right -of -Way Width Street Width (Back to Back) Crane Drive 60 feet 32 feet Watermark Way 60 feet 32 feet Johanna Circle 60 feet 32 feet Itasca Circle 60 feet 32 feet Private Road (Townhomes) Ada Drive NA 28 feet Jasper Court, Island Court, Heron Court NA 24 feet Sheets 24-26 of the Watermark 3rd Addition Sanitary Sewer, Watermain, Storm Sewer and Street Construction Plans include "Road will be Extended in the Future" sign and street lighting locations. Watermain, sanitary sewer main, stormwater facilities, sidewalks and trails are being constructed consistent with the PUD Development Stage Plan. Sidewalk is being installed along Crane Drive and Watermark Way as required. Public Land Dedication and Fees As approved with Resolution No. 16-51, the City will require the following combination of land dedication and cash is lieu of land dedications: Land dedication for the public and private parks will be credited from the total payment in lieu. 5 2. Costs for public park improvements and trail construction will be credited from the total payment in lieu. 3. Improvements to the private parks and recreational center will not be credited from the total payment in lieu. In the 3rd Addition, an 8.5 ft wide bituminous trail will be constructed 1,2001f along the eastern berm. A Permanent Trail Easement was recorded in March 2019 that includes this trail section. A 10 ft wide bituminous trail will be constructed 1,000 if along CSAH 54 (20d' Avenue) within Outlot A. A Permanent Trail Easement with Description Sketch has been drafted; however, there is a trail section from the townhome neighborhood to the south property line that needs to be included in the easement and Trail Construction Plan Sheet 27. Park dedication fees will also be credited for the private park land platted as Watermark, Outlot K and Outlot I. These are the private parks in the Discovery neighborhood near Crane Drive and the tot lot in the townhome neighborhood. Per the Master Developer Agreement (MDA), the park dedication fees are based on an appraisal of fair market value. An appraisal was prepared in December 2018 by Insight Realty Advisors, Inc. and forwarded to Lennar for their review. The final values will be reflected in the Council staff report and 3rd Addition Development Agreement. Lennar stated the tot lot and play equipment in the townhome neighborhood will be developed in 2020. Per Resolution No. 16-51, credit will not be given for theses private park improvements. The 3rd Addition Landscape Plans shall include details from the Overall Landscape Plan detailing the tot lot site plan, landscaping and equipment. The following is a preliminary summary of the land dedication and fees: Watermark 3rd Addition Total # Units 175 x Park Dedication Fee $3,150 Cash in Lieu Value $551,250 - Land dedication value TBD - Trail Construction Costs ($39,000) TOTAL CASH FEE DUE = j TBD Wetlands Wetland delineations were approved by RCWD and USACE in 2015. The delineation identified 28 wetlands totaling approximately 20 acres in size. The original approved WCA Sequencing 2 Application proposed wetland impacts, wetland creation, wetland restoration and upland buffer establishment. In April 2018, the developer revised the application to purchase 3.3671 acres of wetland banking credits as the proposed compensatory mitigation action. The wetland fill, impacts and mitigation (wetland bank credits) occurred within the Phase I grading limits and are complete. The establishment of the greenway corridor including wetlands, trails and open space on the north end of the Watermark development is a critical component of the project and will be developed in future phases. The Master Development Agreement details the timing, establishment and management of that corridor. An Open Space Easement has been dedicated over outlots containing wetlands, open space, stormwater ponds, berms etc. The Watermark 3rd Addition Final Landscape Plan details the location of required "Protected Open Space Area" signs. A Conservation Easement and Declaration establishing wetland buffer (both favor of RCWD) have been recorded over Wetland 17 (Outlot G, Preliminary Plat) as required by RCWD. When the lots abutting this buffer are graded in the future, these signs will be located along the rear lots lines. Development Agreement Master Development Agreement A Master Development Agreement was recorded in March 2019. The Agreement covers the entire 372 acre site and details the terms and conditions of City approvals, the Development Plans, the required public and private improvements as part of the first and subsequent phase, the standards for the timing and financing of the improvements, required HOA documents and the terms of payment. Development Agreement and Planned Unit Development Agreement The City will also require our standard Development Agreement specific to each phase of development. This agreement further details required improvements and securities. The City Engineer will draft this Agreement and it shall be approved by the City Council. Homeowner's Association (HOA) Prior to release of the final plat mylars, Lennar shall submit to the City the applicable HOA documents and annexation amendments. The City Attorney shall review and comment prior to recording. Title Commitment The City Attorney is reviewing the title commitment and final plat. Any comments shall be addressed prior to release of the mylars. 7 Stormwater Maintenance Agreement A recorded Declaration for Maintenance of Stormwater Facilities between RCWD and Lennar covers Ponds 100, 200, 300 and 20. These stormwater facilities and Pond 400 will be eventually covered under the City's Programmatic Stormwater Management Agreement after they have been installed and accepted by the City A recorded stormwater declaration is required for the private facilities in the townhome area. The current declarations include additional facilities that in the future will be covered by the City's Programmatic agreement in the future. RECOMMENDATION Staff recommends approval of the Watermark 3rd Addition PUD Final Plan/Final Plat subject to the following conditions: 1. The 3rd Addition Development Agreement shall be approved by the City Council, executed and recorded against the property. a. The Development Agreement will include park dedication credit for the platted private parks, Outlot K and Outlot I, Watermark. 2. The title commitment shall be reviewed by the City Attorney prior to the release of the final plat mylars. 3. The City Attorney shall review and approve the applicable Watermark Homeowner's Association (HOA) documents prior to release of the final plat mylars. a. All applicable HOA documents shall be amended to include the revised Open Space Maintenance Plan. 4. A copy of the recorded deed for Outlot A shall be submitted to the City. 5. A copy of the recorded Permanent Trail Easement with Description Sketch for the trail on Outlot A and Townhome Neighborhood shall be submitted to the City. 6. A separate fence permit is required for the fencing along CSAH 54 (201h Avenue). The following comments shall also be addressed: 1. All comments from the City Engineer Letter dated March 4, 2020 shall be addressed. 2. All comments from Environmental Coordinator Memo dated March 4, 2020 shall be addressed. 3. Draft copies of the applicable HOA documents shall be submitted to the City for review and approval. 4. A draft copy of the deed for Outlot A shall be submitted to the City for review and approval. 5. The Permanent Trail Easement with Description Sketch for the trail on Outlot A shall be revised to include the trail section from the townhome neighborhood to the south lot line. 6. Watermark 3rd Addition Home Plans Booklet: a. A summary table of the housing products and # lots shall be included. 7. Watermark 3rd Addition Landscape Plan Sheets: a. The plans shall include landscaping and foundation planting details for townhome neighborhood consistent with the Overall Landscape Plan. b. The plans shall include details for the tot lot site plan, landscaping, and play equipment, etc. consistent with the Overall Landscape Plan. c. from the Overall Landscape Plan detailing d. The City's January 2019 "Protected Open Space Area" sign detail shall be used. e. The plans shall include fence details. f. The plan sheet shall note which sections of fence have already been installed and which sections are going to be installed with 3rd Addition. ATTACHMENTS 1. City Engineer Letter dated March 4, 2020 2. Environmental Coordinator Memo dated March 4, 2020 3. Watermark Land Use Plan 4. Watermark 3rd Addition Final Plat 0 2 0 0 0 z W m U) 0 a 00 04 N CD LO 0 0 N W Z) W W af F- U) M W 00 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, WSB and Associates Diane Hankee PE, City Engineer, City of Lino Lakes Date: March 4, 2020 Re: Watermark 3rd Addition Construction Plan Review 15628-000 WSB has reviewed the Construction Plans for the Watermark 3rd Addition in Lino Lakes, MN, prepared by Carlson McCain revision date January 10, 2020. The following are our review comments that should be responded to in writing by the applicant. Engineering Please update the standard plates and details with the 2020 updated city standard plates sent to Carlson McCain on February 26, 2020. • Grading The Watermark 3rd Addition includes site grading for Crane Drive, Itasca Circle, Johanna Circle, Watermark Way, Bay Drive, Ada Drive, Jasper Court, Gull Drive, Island Court, and Heron Court, as well as the grading required for trail construction. Comments: 1. Rear yards with less than 2% grade between Johanna Circle and Itasca Circle have not been updated in the latest grading plans revised December 13, 2019. These areas were identified in the WM GRDRC 4-29-19 PDF. • Stormwater Management Stormwater management for the Watermark 3rd Addition has a storm sewer conveyance system, including rear yard drainage systems. Comments: 1. The City of Lino Lakes does not allow 12-inch diameter RCP. 2. FES 138 to CBMH134: Pipe velocity exceeds MnDOT recommended maximum velocity. Reduce slope and consider a drop inlet manhole instead of FES at 138 outlet. 3. Confirm that the culvert extension in Outlet A is being installed with 2nd Addition. If so, show the culvert as existing on the 3rd Addition plans. 4. Please revise the storm sewer along Watermark Way at the intersections of Johanna Circle and Itasca Circle to its original design. 5. Resubmit water reuse system design and construction plans for review. Ms. Katie Larsen 03/04/2020 Page 2 6. Drain tile must be 6-inch diameter per updated city standards. Sump pumps will not be allowed to connect to drain tile in the roadway. 7. Please provide clarification on how the Crane Drive corner cul-de-sac will drain. It appears that the west side will hold water by the radius at Station 2+75. Review if storm sewer is needed in this area to prevent the cul-de-sac from holding water. • Water Supply The proposed water system extension is consistent with preliminary plat. The development is being served by either 16- inch, 12- inch, or 8- inch diameter ductile iron pipe (DIP) water main and 1-inch Type K copper services extended to each lot. Comments: 1. Applicant shall extend trunk utilities to the extents of the approved Watermark plats to date. Please add the construction plans. 2. Please verify the size of insulation called out in Notes 7 & 8 on the Sanitary Sewer and Water Main sheets. The notes currently state that 8-ft x 8-ft x 4-ft insulation is needed. 3. The applicant shall loop the water main on Watermark Way and Crane Drive. I is recommended to install the sanitary sewer in this area concurrently with the water main installation. 4. Review service layout for Lot 21 Block 1 on Crane Drive to try to provide more separation between the services and the catch basin. 5. Review service layout for Lot 7 Block 1 on Crane Drive to try to provide more separation between the services and the manhole. 6. Applicant shall install two 45' bends instead of the proposed 90' bends for the hydrants at the ends of Bay Drive, Jasper Court, Island Court, and Heron Court. • Sanitary Sewer The proposed sanitary sewer is consistent with the preliminary plat. The development is being served by 8- inch diameter poly -vinyl chloride (PVC) pipe along with 4-inch diameter Schedule 40 PVC service pipe to each lot. Comments: 1. Applicant shall extend trunk utilities to the extents of the approved Watermark plats to date. Please add the construction plans. 2. Review all sanitary sewer depths and raise sanitary sewer to a minimum of 8-ft depth where possible. For example on Crane Dr, raise the sanitary line between MH 6 and MH 1 and include an outside drop and MH 1 instead of the proposed outside drop at MH 2. In the townhome area, it also appears that the sanitary sewer can be raised. 3. Please update the note placed over city standard plate SAN-7 on Sheet 28 about seeing the details on Sheet 43. No sheet 43 was provided with this submittal. • Transportation Watermark 3' Addition Engineering Review Ms. Katie Larsen 03/04/2020 Page 3 The proposed roadways are consistent with preliminary plat. The work in this addition includes extending the Crane Drive, Watermark Way, Bay Drive, Ada Drive, and Gull Drive. Crane Drive, Johanna Circle, Itasca Circle, and Balsam Way are proposed to be 32' wide from back -of -curb to back -of -curb, Ada Drive and Gull Drive are proposed to be 28' wide from back -of -curb to back -of -curb, and Bay Drive, Heron Court, Island Court, and Jasper Court are proposed to be 24' wide from back -of -curb to back -of - curb. There are no comments at this time. • Wetlands and Mitigation Plan Wetlands and mitigation plan reviewed during the Preliminary Plat. • Landscaping The Watermark 3rd Addition Site Landscape Plan has been reviewed by staff and is consistent with the PUD Development Stage Landscaping Plan. The Environmental Coordinator Memo dated February 27, 2020 notes some minor comments such as seed mix types, clear vision areas and planting details. Comments: 1. Trees shall not be placed over utility pipes. Please move trees 20-ft from proposed utility lines. 2. Trees shall not be placed over proposed water or sanitary services, including curb stops and clean outs. 3. Coniferous trees shall be 10-ft from trail edges. Deciduous trees shall be 15-ft from trail edges • Geotechnical No comments at this time. • Floodplain The Watermark 3rd Addition does impact the existing floodplain. • Drainage and Utility Easements Roadways are proposed within right-of-way and lots include standard drainage and utility easements. Larger drainage and utility easements are provided over surface water management features as required. • Development Agreement A development agreement will be required with the final plat. • Grading Agreement A Grading and Trunk Utility agreement was completed for Phase 1 of the Grading, Development & Erosion Control. The Watermark 3rd Addition is within the Phase 1 grading limits. Watermark 3' Addition Engineering Review Ms. Katie Larsen 03/04/2020 Page 4 • Stormwater Maintenance Agreement The stormwater maintenance for public facilities will be covered under the City's Programmatic Stormwater Management Agreement including storm sewer systems, and Ponds 100, 200, 300, 400 and 20 after the facilities are have been installed and accepted by the City. A recorded stormwater declaration is required for the private facilities in the townhome area. The current declarations include additional facilities that in the future will be covered by the City's Programmatic agreement in the future. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction 3. Minnesota Pollution Control Agency Sanitary Sewer Extension Permit 4. Minnesota Department of Health 5. Rice Creek Watershed District Permit 6. Copy of CLOMR application submission 7. Army Corp of Engineers Permit - Received for development If you or the applicant have any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolake.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Watermark 3' Addition Engineering Review Memo F To: Katie Larsen From: Andy Nelson Environmental Date: March 4, 2020 Re: Recommendations for Watermark 3rd Addition Landscape Plan 1. Ensure that boulevard trees are included at a rate of one per frontage (two trees for corner lots). 2. Ensure that clear vision areas are maintained at intersections within development. The clear vision area is a triangular section connecting right of way lines on a corner lot with a line 30' from the intersection. This can be done by moving the stakes prior to planting. 3. Revise tree planting detail and planting notes to mention that there should be no mulch touching the bark, and eliminate landscape fabric around trees. The following comments may or may not be necessary action steps, depending on the outcome of the meeting with Lino Lakes, Watermark developer, Carlson McCain, and Prairie Restorations. 1. If fire is a component of the long-term management plan for the outlots, replace current tree species with fire -tolerant trees. 2. Developer must submit a contract with a qualified contractor detailing action steps and timeline for implementing installation, establishment, and maintenance for each phase of development. 0 Page 1 SOIL BORINGS BRAUN INTERTEC 11001 HAMPSHIRE AVE. S. MINNEAPOLIS, MN 55438 (952)995-2000 - F_ W I I I I WETLANDS KJOLHAUG ENVIRONMENTAL SERVICES COMPANY 26105 WILD ROSE LANE SHOREWOOD, MINNESOTA 55331 (952)401-8757 LEGEND 0 65' & 75' SINGLE FAMILY LOTS- 75' LANDMARK LOTS 65' LANDMARK & DISCOVERY LOTS 0 65' LIFESTYLE VILLA LOTS 0 55'-60' LIFESTYLE VILLA LOTS 327 -126 -201 114 120 0 55'-60' DISCOVERY/DISCOVERY 2+ GAR 131 60' DISCOVERY 2+ GAR LOTS 69 55' DISCOVERY LOTS 62 0 COLONIAL MANOR/PATRIOT UNITS 172 TOTAL LOTS/UNITS WATERMARK 0 PUBLIC PARK 0 PRIVATE PARK 0 PUBLIC OPEN SPACE 0 PRIVATE OPEN SPACE 0 PRIVATE OPEN SPACE RDWY 0 LAKE (NWL) 0 STORM PONDS WETLANDS (REMAINING/MITIGATION) INTERSTATE HIGHWAY NO. 35 ----------------------------------------------�- �UTH AVEIN UE INUETH (U�SAH 04) SITE DATA TOTAL SITE AREA ±372.24 AC. TOTAL ROW AREA ±55.20 AC. 20TH AVENUE NORTH ±5.46 AC. INTERNAL ROW ±49.74 AC. WATER AREA ±63.22 AC. WETLANDS(REMAINING/MITIGATION)—±23.08 AC. LAKE ±22.01 AC. STORM PONDS ±18.13 AC. PARK AREA ±82.71 AC. PUBLIC PARK ±5.46 AC. PUBLIC OPEN SPACE ±60.79 AC. PRIVATE PARKS ±2.76 AC. PRIVATE OPEN SPACE ±10.02 AC. PRIVATE OPEN SPACE RDWY ±3.68 AC. Ln o R o Main St Q J 35\11 �JU Co. Rd. 4A 7 170TH N I Ipe�ti`ee I oe SITE a` e J( -` 1 ° t Of \ I ��ty I Co. Rd. I Co.Rd.14&8 � ire �\Ge�(KeI/ j fie I N . rtef w L0 050, PKe va d Co. Rd. 34 Birch St -LOCATIOi MAP ------------------------------------------------ll--------------------- -- (NO SCAi ) TOTAL LOT AREA ±171.11 AC. SINGLE FAMILY LOT AREA ±162.21 AC. TOWNHOME LOT AREA ±8.28 AC. PRIVATE FUTURE AREA-HOA AMENITY—±0.62 AC. TOTAL NUMBER OF LOTS/UNITS 866 SINGLE FAMILY/VILLA LOTS 692 COLONIAL MANOR/PATRIOT UNITS 172 TOWNHOME COMMON LOT 1 HOA AMENITY 1 MINIMUM HOUSE SETBACK DATA: 25 FT. FRONT SIDE (55,65,75) 7.5 FT. SIDE CORNER 20 or 25 FT. REAR SETBACK 25 FT. OWNER CONTACT JOE JABLONSKI (952)249-3014 0 100 200 400 ( IN FEET ) 3890 Pheasant Ridge Drive NE, Revisions: LE N NAR 1 / Carlson Suite 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: C# 1. 06/22/17 Revise Legend. WATERMARK • environmental or report was prepared by me or under my Blaine, MN 55449 2. 07/10/17 Revise layout. endirect supervision and that I am a duly Signature: Designed: Bvenue 1K 16305 - 36TH AN. Suite 600 LAND USE PLAN • engineering Phone: (763) 489-7900 3. 04/30/18 Revise layout. Lino n0 LakesMinnesota Of • surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4. 06/01/18 Revise layout. i McCain www.carlsonmccain.com the laws of the State of Minnesota Date: License #: 25063 Date: 06/19/17 Plymouth, Minnesota 55446 1 5. 08/27/18 Per City comments. Save Date: 08 29 18 f:Vobs\6721 - 6740\6731 -watermark\cad c3d\survey\6731_sba land use plan revd4.dwg N GRAPHIC SCALE 0 75 150 300 (SCALE IN FEET) 1 INCH = 150 FEET For the purposes of this plat, the South line Of Outlot L, WATERMARK is assumed to have a bearing of South 88 degrees 57 minutes 27 seconds West. Denotes Found Cast Iron Right -of -Way Monument • Denotes Found 5/8 inch by 14 inch Reber, marked with license number 40361 yw I Denotes Wetland delineated by Kjolhaug Environmental Services Company in 2013 SEER PAj DRIVE r C-nvi � 1 I - ' l =VV1 I I vIv� 3RD STREET C� E �C G') WATERMARK 3RD ADDITION \t e 1\ r h� 21 I h— pWoo',/ 16 20 ^e 'V No M��� 15 14 51.75 /O .� I 1 I R=1780�00, III 13 W 0 C � 5 4 8 n ^o / = 2 �/, B• S =51.74 J/': � ,v hid i 12 CL 11 \ 186.94- p O6°23'38„ i \ C.B.=N18°02'04"E a0 6k 6y ti ,yrl,,. =186.85 \ \N0 \�.�h C.L.ra. / R Ivl v'1ONo n T Gf ( C.B.=N79°2T40"E C.L.=135.6310 / Inl L- ooZoo^ vv r II rn�I� l ao JII s—I'll p=i6°35'41" R=710.00�'ii 205.64 R-106 47 -- / 252.4�0 p 4 z ,-_ a\9 \ 335.06 S88°57 27"W ��VVI TIV nv `32860oe a \ / / \ `Z44 \ / `t- p= 6 g7 R5 3 ) %Y ar/O1-18.22 '`_,,164.31 w S30°05'07"W / I C— — — — — — — — — - - - Gg\SS\ ¢3a F Noy 732\ 16 3335g f4 F 15 SO9�046£ 4 I - Sf3°2 3j••W S 8�Z41"W 7,• S6 S?3 33 42"W S18-3 49 7'45s"w 7 5 , . 16S.4 46 °p"W S/ow, 7"W I 4 I\ I 3 ----_sA2ss I -- s 6 sss23 �e� >2F S8 g7 FyOO �, ,02� 29� 6 �"F' I �- ' \ •51 � h6'S C.13.=S71°24'38"E I I N09"535U-L ' —0=04°23'38" 91.47_ 18.23.66 N05°14'25"W 90.00 --- N88°57'27"E -` n TL r\Iv°�`\`` 113.00 4F `'� N01 °02'33"W ---I------ "LI;JD -,_- 1 iu_vIJ I i\r_V lI— `i A r"- I<; I "'NO2°48'18"E 3 1617181920 72 21 FRJ2s INSET TBT (SEE SHEET 3 J71 OF 5 SHEETS) 30 68 80 67 64 A_ O 3 40 a hrn , O 41 45 3 s1 55 CITY OF LINO LAKES COUNTY OF ANOKA SEC. 13, TWP. 31, RGE. 22 KNOW ALL PERSONS BY THESE PRESENTS, That U.S. Home Corporation, a Delaware corporation, owner of the following described property. O,Uots H and L, WATERMARK, according to the recorded plat thereof, Anoka County, Minnesota. AND Outlot B, WATERMARK 2ND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. Has csrysed the some to be s eyed and platted as WATERMARK 3RD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown on this plat. 61 In witness whereof said U.S. Home Corporation, a Delaware corporation, has caused these presents to be signed by its proper officer this day of 20_ U.S. HOME CORPORATION Jon Aune, Division Vice President STATE OF COUNTY OF s� This instrument was acknowledged before me on by Jon Aune, Division Vice President of U.S. Home Corporation, a Delaware corporation, on behalf of the corporation. ` I (Signed) (Printed) ti Notary Public, My commission expires U J F- 1 Thomas R. Balluff do hereby certify that this plat was prepared by me or under my I direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or ill be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, asof the date of this certificate are shown and F- labeled on this plat; and all public ways are shown and labeled on this plat. (�) Dated this day of 20— Fr F, Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 STATE OF COUNTY OF This instrument was acknowledged before me on by Thomas R. Balluff. (Signed) (Printed) Notary Public, My commission expires ICITY COUNCIL, CITY OF UNO LAKES, MINNESOTA This plat of WATERMARK 3RD ADDITION wasapproved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this day of 20_ and said plat is in compliance with the provisions of I Minnesota Statutes, Section 505,03, Subd. 2. ICITY COUNCIL, CITY OF LINO LAKES, MINNESOTA IBy. Mayor 'N I By. Clerk QD n COUNTY SURVEYOR J hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this j I day of 20_ By. ' Charles F. Gitzen Anoka County Surveyor ' COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have ' been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 'I Property Tax Administrator I By Deputy / COUNTY RECORDER/REGISTRAR OF TITLES / County of Anoka, State of Minnesota hereby certify that this plat of WATERMARK 3RD ADDITION was filed in the office of the County Recorder/Registrar of Titles for public ' ` cord on this day of 20_ at o'clock A, and was duly recorded as Document I Number County Recorder/Registrar of Titles Carlson ' By Deputy )McCain ' ENVIRONMENTAL= ENGINEERING - SURVEYING SHEET 1 OF 5 SHEETS WAT ERMARK 3RD ADDITION CITY OF LINO LAKES INSET 'A' SEC. C113,NTWP.3 , RGE. 22 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: II S--I - II II - I--s II 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 plot. Denotes 5/8 inch by 14 inch Rebor, set or to be O set within one year of recording of this plot and marked with license number 40361 • Denotes Found 5/8 Inch by 14 Inch Rebar, marked with license number 40361 Denotes Weiland delineated by Kjolhaug Environmental Services Company in 2013 1048.44 N00°22'43"W z GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET For the purposes of this plot, the South line of Outlot L, WATERMARK is assumed to have a bearing of South 88 degrees 57 minutes 27 seconds West. )McCain Carlson ENVIRONMENTAL= ENGINEERING - SURVEYING SHEET 2 OF 5 SHEETS WAT ERMARK 3RD ADDIT I O Ili CITY OF LINO LAKES COUNTY OF ANOKA INSET 'BI SEC. 13, TWP. 31, RGE. 22 =03 43'06 " R=5626.59 365.34 NOT T 80 / Drainage and Utility Easement (Over all of Lot 80, Block 3) 507°05'29'E _ / NOt'02'33"W \ / 61.00 -� - _ _ _ ' � _ _ � D-Docume DrN N0161003W i\� = the S 59$51 32°{y r ' Drainage i I o _ _ _ _ - IY - - - 2208506.00SP r_ - - �---_ 5.03 _an Utility--' d I Easement , II __- I �} 0 15 0 `-SEE DETAIL'A' --__ 61.00 _ _ r ------ 3 3 I W =a v m 61.00 I , SO1°02'33"E li-_---�- 61,00 509° \� `�-' fi93 ..w 0 -- -- -_- ----- 1 II Ditch and Drain", Per Document o NO ^ - -a N0,°02'33"W 20 r N01°02'33"W �\--__- � SEE DETAIL'B' `-Easement \ No. 2208506.005 000 / N� 25 14 , ,�� 0 \ _ _ N 61.00 61.00 25 33"E o15 I / Z 3 SO1°02'33"E 193 > 61,00 61.005230-'N01.02'33"W o N05°17'26"E 13 NO7°02'33"W 06,.DD61.00 '33"E 35 i N01'02'33"W `� N r 6,.00 501'02'33"E o 0 oo 18 3 N 0oo -61.00 61z 24 61.00 N05°, 7' 26'E MSO12 SO5°77'26"W 40 j 610012 N �m n oro� NOt'02'33"W 3 u,0 3 o NOS%7'26L NOt'0233"W 61.00 z SO1°02'33"E m 16 bn� 00 0 N 23 �- i�'33"E $ o'0 34 M 61.00 6,.Do 45 c, 505°,7'26"W I61,00 67.00 ��25 25 z 61.00 N �m n NOS%7'26"E 3 67.00 9 S05°72'25"W17 I ,.N01'02'33"W IL'B'�� �\ 0 0 N 11 a 61.00 22 zf'33"E 00 0�0 `" 33 0NOT oN05°,7'26"E 67.00 a 55 TO SCALE iO\^-1.70 m ^N I 61.00 S2 1.01-�� i`\ S01`02'33"E m o26"E n mz S05%7 3 44 26"W on n `* U \ 31.06 -__ ��`� i B3 NOt°02'33"W 6 �4 .`= > 3230 N, 61.00 Gt'i Vpoee 16 o a 61.00 N01'02'33"W o NOS% o 61.00 32 SOt°02'33"E n p 61.00 3 U 61.00 °y. o N05°�7'26..E n -z 67.00 ; SOS°72'25" a w Drains and Utility Easement \ 9e Y \\ S80°46'37"E t, `` I N00°°23'S2"W �i tyfpee°pp���` 61.00 I 21 n 67.00 o s05°77'26'W m M 'T3 0 54 o p ^ / (Over all of Lot 60. Block 3) I o=1.70 1.70" `� 32.59 r"epr 0 SOt°02'33"E 1 0 0 l o 26 NOS%7'26"E n 67.00 37 n 61.00 w l mz / \ 1 0 S89°36'08"W S22gz,e9 `�� 61.00 --- I a 61,00 NO5%7'26"E o 25"W of I sos%Jz3 / NOt°02'33"W -_ 61.00 3 36"W- NOt°02'33'W 61.00 II �- _ - I 56 75 S08°17' .0 S01 °0Y33"E 31 o \'4 I ' �" S 051726 2 "W '%i 4 M 0 m _ 1 rl N00°23'52"W 58.02 I NO2°48'18"E I DO" I W S20^gs S�,- 61.00 I M 0 36 m SOS°112' D 25 0.17�G antl -- I o 9 (1 8"h, N05°17'26"E '->_ , ao NDs%7026"E W DDitch oln the Graino e i- 9 - -- I M 61.00 r _ 56.6 "�_�-29.65, 5�28-I i o 5° 80 5, D o_ 41 n 52 M a Document Nont . Ea emenand lty�/ ' 1 2208506. 005 t 3 / / N00°23'5Y'W o p o O I J 3 J T V 0',9,. Drainage and Utility Easement W (Over all of Lot 80, Block 3) 61.00 �- Dra� a9e26 W I S1s45,p4 ,_I 61.00 a s,.00 l I I SOS"12'25"W n " co 3 n I` \ \ Z0 o / au N 61.00 - Utility Easement 1�-12"1y N05°, 7'26"E `. z I wo �� 0 51 \S2 O I� \ J / N Q� M Uri z N00°23'S2"W o n� Z 5065200E da, w J - 32.00 45.00 r1 S01°36'05"E _ 15 00 - I n / n -r r- �> t, n n \ li I \ IVI r, I \ ! \ s° 3 n w o Os, ` `_ d W \\ + \ + o Z 7 -N 3 tp 45.00 32.00 w 72 o 45.00 332.00 i° 332.00 ° 3 45.00 I VV l-t I L_ -- 15, 61.00 slant = W Ns I; 1 S05•12'25"W bn N .o Z N / N 75N o 79 N o76 P >. a 71 m68 67a 64 3 S09• 4s.00 sa oD"w 3 s� �'lo E 6 rn f o 32.Ooi� 2.00£ 45.00 6 �. � No 45.00 m 'n 32.00 N 32.00 m '^ 45.00 c M c m o0 3 32.00 o, 0 3 32.00 -1,`: 61.00 I `o � Az p 45.00 ° 4 2 3 a aoo �'m S 0, ° 3 6 0 .. 5 E N ro rnw o m"o 63 0 45.00 60 o M �� i SOt°0Y33"E o 00 r loin 61.00 % 74 73 a N00°23'52"W AI 78 71J.+- N 3 m 70 0 p 69M. � 66M S ✓� 65 Q-- 4s.00 �590 g 56 z32.00 2 - 50 ll ����_\� �, o' o I> N j1•,fi 59"W -_� % a ' 32.00 �I I o �c 32.00E i 55.25 a £"' r I m mn 32.00 < i� 45.00 �\� N I S 0 9 32. DD z .. 3 3 " 5 3 45.00 �� 3 3 61.00 SOt°02'33"E I \ / \ / sos%z'zs"w - s1.00 \ 610D $@2 se 45.00 209.25 I N °1@• -- 42'36"W 45.00 32.00 umi 30.67.'�_--- -- 154.00 szp2�m 62 o M 3 IN ' 61 o 49 o I M / v N 5 2@ No ,-4.s8 p58 45.00 ro N44°77'21"E NOt°36'05"W 40.63,____--- _ 57 ^ z 32.00 61.00 l 3 / = INn \ / -o m to Drainage and Utility \ 61 00 N11°1fi 59'W N N30°01'20"E z z 32.00 o 154,0p z 45.00 S01'02p'33"E I 4Q Imt° o Easement \ 4 N095330" _- E 91.47 I 61.00 (Over all of Lot 80, '0 J N05°i d'25"W SOt°02'33"E m l Block 3 0 0 59"N N O W o 47 l I J ooM I 55 - I my DETAIL'C' I J j N11°1fi to no N 3 0 0� ^p 61.00 SOt°02'33"E 2501 25 NOT TO SCALE NN o'a o 6100 f o N uap ao rn 0 9"'N o oo NI \ o�V�l n o ��>7.39 5.35�a i \ oow°o°o 3 6i0 O _ = Do oina 113.00 9e N 1 NOt°02'33"W Eat 2975 W N11°16'S9 Z Denotes Found Cast Iron Right-of-Woy Monument Denotes 5/8 inch by 14 inch Rebar, set or to be GRAPHIC SCALE n set within one year of recording of this plat and marked with license number 40361 For the purposes of this plat, the South line of Outlot L, 0 25 50 100 WATERMARK is assumed have a bearing of South 88 degrees 57 minutes 27 sea condsWest. Carlsn • Denotes Found 5/8 Inch by 14 Inch Rebar, withlicense number 40361 (SCALE IN FEET)marked 1 INCH = 50 FEET T)McCoain ENVIRONMENTAL= ENGINEERING - SURVEYING SHEET 3 OF 5 SHEETS WATERMARK 3RD ADDITION INSET `C` DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: III 5-- - II II - F--S II -------J E——— — — }--- 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 plot. Denotes 5/8 inch by 14 inch Rebor, set or to be O set within one year of recording of this plot and marked with license number 40361 41111 Denotes Found 5/8 inch by 14 inch Rebor, marked with license number 40361 GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET For the purposes of this plat, the South line of Outlot L. WATERMARK is assumed to have a bearing of South 88 degrees 57 minutes 27 seconds West. ______MATCH LINE (SEE SHEET 5------__ OF 5 SHEETS) CITY OF LINO LAKES COUNTY OF ANOKA SEC. 13, TWP. 31, RGE. 22 )McCain Carlson ENVIRONMENTAL= ENGINEERING - SURVEYING SHEET 4 OF 5 SHEETS WATERMARK 3RD ADDITION INSET `D` qAJ 21 20 ; 22 \S-45457 a`/ �a. ah0 o h \? rim R`7 6 6.5g y`° 23 i Mom, o o> �rym V/0000.o;' / mw / /2 24 `° / / I I 1 \�� 206 P h N 14 i la Nj5�p52o E <\ �1725 r M w 85.66\ - 26 21 1� 'o -'J 27 �I IP of la 28 N GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I III 5--1 t - II f II T ---A----J I L - - - - -- 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. CITY OF LINO LAKES COUNTY OF ANOKA SEC. 13, TWP. 31, RGE. 22 3;5i0em �o mi, s• >45 .. J / o z �Mol — t.s 2 l o C: I Iz 1 muoNJlllo�oo I _-- �' r \\SS'S\s 'i�a�,",°mse 0oY�a b0/ / /o°/3 / ">0ou� _`l�o,/ / l^q`�o n• ° �� `Ovo ' /� ��6 �I\4 �6I980.��.I >- J v 13 4_7654.I I'yINidn 62.94 I I' 4.070 J3p.S08402c6°° oo_U_ro_n �E M .00 1 I 9 A. oa /h (�VhOh' fNV° // `,11m ^^yN'o/ 1300'�33.00 �oCRaE12 0Ll ---5_82-1°3527—.0S0o 295= 6341 _ •• — — J3 '5 1Ie� — /r�_03°33'52 .-1 62.94 M o l H to 6S ^Y /h 3 oa 1 _65.0o—, 16 r 60.00 1I N6B4/0�•l/' R__31.—az II h 3=90°00'00 L — N2p j�S =sss < y n$✓M' 30 7 SI IN° 3 3o I--_73t.00--- ?"W 5 ; 6 ^I 17 6 0l to a _—J 52'S1"E — 9p h h 61 I^ 5 0l 4 0 ¢ IsI 2s 0 26,1v s 44. ao L N 7 0 Z 10 11 ss J N2546;34 __ ��I L_-- 3 —131.00 _ _ _ J h o w 77.96 6saz - -' L _ _ I I 1 x I _ _ _ S82°52'51"E 6-5 — J I— I N82°52'57"yy ----� rSa2_52_5rE so.00 — 1 r_saz°sz'57•E GQ of N 6 h w j I Iw v ;q°N I �1 to I Iw I I L--__131.00— M" 1 r 2 elr 3-- ---J :21 l0 30 7 o S82°52'S1' — r 30 E -- o o^' 5 J L-76 76o9,. L4o 59 4 65.31 138.13oo . R=230.00 _ o o R`,5°�'ryk A=34°24'32" r _- N12°58'17"E , 1 C.6.=S85°46'01"W --- 60.00`.� C.L.=136.06 139.51 R=170.00 0=47°01'13 4s1__-- 56.53 C.8. 1479°27'40"E 4�°sT'afi D o=za°s4's3� —p,2 '` ✓ / C.L.=135.63 �' I "' n sue\ \?, / 83 s z �� $ 3 \ til I-m 2 0�I purposesFar the Outlot L,WAtTERMARKis assumedtoto how a bearing of South 88 degrees 57 minutes 27 seconds West. _ 9 \�.---J L 62— 29.41 L3965 cib DenO setotes 5/8 within onench by 14 inch Rebar, set or yearr of recording of this plat tand o be 48.36 111.24 6 fi 9 mocked with license number 40361 06 "W 581°2 S87°21'02"W Denotes Found 5/8 inch by 14 inch Rehar, ■ � Carlson i marked with license number n McCain ENVIRONMENTAL= ENGINEERING - SURVEYING SHEET 5 OF 5 SHEETS