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HomeMy WebLinkAbout05/11/2022 P&Z PacketCITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, May 11, 2022 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. ELECTION OF CHAIR AND VICE CHAIR 5. APPROVAL OF MINUTES: April 13, 2022 6. OPEN MIKE 7. ACTION ITEMS A. PUBLIC HEARING: Otter Crossing 2nd Addition Preliminary Plat and Tidal Wave Auto Spa Conditional Use Permit B. PUBLIC HEARING: Otter Lake Animal Care Center Conditional Use Permit Amendment 8. DISCUSSION ITEMS A. Zoning Ordinance Update (Home Occupation Permits), Katie Larsen B. Clearwater Creek Business Park Expansion, Michael Grochala C. Project Updates 9. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: oo Please address the meeting chair. oo State your name and address for the record. oo Please observe a 4-minute limit. oo The topic must relate to city business. oo Open Mike is for items not on the agenda. oo A spokesperson must represent a group of five or more — groups will have 8 minutes. oo The Presiding Officer may limit duplicative presentations. oo Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: oo The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. oo Staff will present their report on the proposal. oo Board members will then ask City Staff questions about the proposal. oo The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. oo After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. oo The Board will then discuss the proposal. No further public comments are allowed. oo The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE: April 13, 2022 TIME STARTED: 6:30 P.M. TIME ENDED: 8:40 P.M. MEMBERS PRESENT: Paul Tralle (Chair), Isaac Wipperfurth, Nathan Vojtech, Michael Root, Perry Laden, Ken Kennedy MEMBERS ABSENT: Neil Evenson STAFF PRESENT: Michael Grochala, Katie Larsen, Janele Waterman I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30 p.m. on April 13, 2022. H. PLEDGE OF ALLEGIANCE III. SWEARING IN OF BOARD MEMBERS Mayor Rafferty was present to swear in Ken Kennedy and Michael Root. IV. APPROVAL OF AGENDA The agenda was approved as presented. V. ELECTION OF CHAIR AND VICE CHAIR Chair Tralle moved the election of chair and vice chair to the May 11, 2022 meeting. VI. APPROVAL OF MINUTES: Mr. Root made a MOTION to approve the February 9, 2022 meeting minutes and March 30, 2022 work session meeting minutes. Motion was supported by Mr. Wipperfurth. Motion carried 5 — 0. Chair Tralle abstained. VII. OPEN MIKE Chair Tralle declared Open Mike at 6:35 p.m. DRAFT MINUTES Planning & Zoning Board April 13, 2022 Page 2 Richard Dick, 8061 Lake Drive, asked the Board if his property will be rezoned if Anderson Companies acquires the land adjacent to his property for development. Mr. Grochala explained Mr. Dick's property will likely be rezoned from industrial to commercial as part of updating the City's zoning ordinance in conformance with the Comprehensive Plan. He stated the City has not received a proposal from Anderson Companies at this time. Nevertheless, Mr. Grochala said even if Mr. Dick's property is rezoned to commercial, Mr. Dick has the right to maintain his home or sell his home. Mr. Laden made a MOTION to close Open Mike at 6:41 p.m. Motion was supported by Mr. Wipperfurth. Motion carried 5 — 0. Chair Tralle abstained. VIII. DISCUSSION ITEMS A. Zoning Ordinance Update (General Updates), Kendra Lindahl, Landform Ms. Kendra Lindahl, Landform, presented the staff report. She requested the Planning and Zoning Board review the zoning ordinance updates concerning indoor storage, agritourism, liquor standards, garage size, the urban transition district, and neighborhood meetings and provide any further feedback. Within the indoor storage section of the ordinance, the Board recommended staff specify exterior overhead doors for individual units will not be allowed and exterior doors not be allowed to face the public right-of-way. Regarding agritourism, Doug Joyer, 8174 Lake Drive, Waldoch Farm, recommended staff include verbiage in the ordinance concerning admissions for seasonal outdoor activities. The Board, staff, and Mr. Joyer discussed the topic at length. The Board recommended staff continue the conversation with Mr. Joyer in order to come to a resolution. With a vote of 5 — 0, the Board recommended staff change the name of the urban transition district to future urban development. Mr. Kennedy abstained. As to neighborhood meetings, the Board recommended a neighborhood meeting be required after the concept plan is reviewed by the Planning and Zoning Board and City Council. B. Master Plan Studies Discussion Mr. Grochala, Community Development Director, presented the staff report. He asked the Board to clarify the scope and objectives of the proposed master plan studies. After further discussion, the Board recommended the City Council retain professional services to prepare a gateway design study for Main Street from 2 1 " Avenue to 24th DRAFT MINUTES Planning & Zoning Board April 13, 2022 Page 3 Avenue, Main Street and Lake Drive, Main Street and Sunset Avenue, and the identified locations in the Comprehensive Plan. C. Proiect Updates Staff provided verbal updates to the Board on current City projects. IX. ADJOURNMENT Mr. Vojtech made a MOTION to adjourn the meeting at 8:40 p.m. Motion was supported by Mr. Wipperfurth. Motion carried 5 — 0. Chair Tralle abstained. Respectfully submitted, Janele Waterman, Community Development Administrative Assistant NNIZ-1 a li I DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 7A STAFF ORIGINATOR: P & Z MEETING DATE Katie Larsen, City Planner May 11, 2022 REQUEST: PUBLIC HEARING for Otter Crossing 2nd Addition and Tidal Wave Auto Spa 1. Preliminary Plat 2. Conditional Use Permit 3. Site Plan Review CASE NUMBER: PP2022-001 CU2022-002 SP2022-001 APPLICANT: Tyme Properties, LLC Attn: Paul Schreier 3435 Labore Road Suite 150 Vadnais Heights, MN 55110 Bowman Attn: Jenny Baez 12355 Sunrise Valley Drive, Suite 520 Reston, VA 20191 OWNER: Same REVIEW DEADLINE: Complete Application Date: April 8, 2022 60-Day Review Deadline: June 7, 2022 120-Day Review Deadline: August 6, 2022 Environmental Board Meeting: May 4, 2022 Park Board Meeting: NA Planning & Zoning Board Meeting: May 11, 2022 Tentative City Council Work Session: June 6, 2022 Tentative City Council Meeting: June 13, 2022 1 BACKGROUND Two (2) separate Land Use Applications were submitted. The first applicant, Tyme Properties, LLC, submitted Otter Crossing 2nd Addition preliminary plat to create two (2) commercial lots. The second applicant, Bowman, submitted a conditional use permit and site plan view for Tidal Wave Auto Spa, a commercial car wash, to be located on Lot 1 of the preliminary plat. The Land Use Applications are for the following: oo Preliminary Plat o Lots 1-2 and Outlot A, Otter Crossing 2nd Addition oo Conditional Use Permit and Site Plan Review o Commercial car wash This staff report is based on the following information: oo Otter Crossing 2nd Addition Preliminary Plat & Site Plans prepared by Pioneer Engineering dated April 1, 2022 oo Storm Water Management Plan prepared by Pioneer Engineering revised June 22, 2021 oo Storm Water Pollution Prevention Plan prepared by Pioneer Engineering dated March 5, 2021 oo Concept Plan 5 prepared by Pioneer Engineering dated April 6, 2020 oo Tidal Wave Auto Spa Site Development Plans prepared by Bowman dated February 1, 2022 oo Stormwater Management Report prepared by Bowman dated March 3, 2022 oo Architectural Plans prepared by Reztark dated March 14, 2022 oo Landscape Plans prepared by Bowman dated (no date provided) oo Photometric Plan prepared Reztark dated February 1, 2022 ANALYSIS Existing Site Conditions The 25 acre site is located in the northwest quadrant of Otter Lake Road and CSAH 14 (Main Street). The site is currently vacant commercial land that is being used for agricultural row crops. The soils range from lean clay to poorly graded sand clay. Hydrologic soil groups consist of a combination of B/D, B, C and B/D. Groundwater was encountered at 3 to 12.5 ft below ground surface. Topography is general flat. Wetlands exist on the site. Zoning and Land Use The parcel is zoned GB, General Business and allows for commercial car washes as a conditional use. Current Zoning GB, General Business Current Land Use Vacant Commercial Future Land Use per CP Commercial Utility Staging Area 1A=2008-2015 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use R-BR North Rural Business Agricultural Commercial Reserve South Vacant Commercial Commercial GeneralJBusiness East Commercial Commercial GeneralJBusiness West Vacant Commercial Commercial GeneralJBusiness Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for commercial development and zoning code requirements for GB, General Business as detailed below. Blocks and Lots The proposed preliminary plat contains Lots 1-2, Block 1 and Outlot A, Otter Crossing 2" d Addition. The outlot is for future development, stormwater management facilities and private street. Both lots meet minimum lot size (20,000 sf) and lot width (100 ft) requirements. Parcel Size Lot Width Purpose Lot 1, Block 1 1.06 acres 178 ft Commercial Car Wash Lot 2, Block 1 1.24 acres 205 ft Future development Outlot A 23.53 acres NA Future development, SW facilities, private street TOTAL 25.83 acres Since there are no underlying preliminary plat and development plans for Outlot A, it will remain one (1) outlot until time of future development. The outlot will then be preliminary and final platted. This will be similar to the development of Main Street Shoppes to the east of Otter Lake Road. The preliminary plat shall show the delineated wetland and acreage. Streets and Alleys A private street from Otter Lake Road currently exists across the north boundary of Lot 1, Block 1, Otter Crossing 1st Addition. The private street will extend along the north boundary of Lot 1 and 2, Otter Crossing 2nd Addition. A new or amendment to the existing Declaration of Driveway Easement shall be recorded over the private street detailing maintenance responsibilities are the developers. The City is not responsible for maintenance of the private street. Public street improvements such as a southbound right turn lane from Otter Lake Road onto CSAH 14 (Main Street) and pedestrian crossing were completed with Otter Crossing 1st Addition. No other public street improvements are required for the 2nd Addition. The private street is proposed at 32ft wide back to back. This is consistent with the existing private street along Lot 1, Otter Crossing 1st Addition. An additional 60 ft of street right-of-way shall be dedicated along Otter Lake Road to the north lot line of Outlot A. A Declaration of Access Control was recorded with Otter Crossing 1st Addition and remains in place. The Declaration states the private street will have full access to Otter Lake Road, but such full access shall be reduced to right -in, right -out access upon further extension of the Otter Lake Road to the north. Tyme Properties shall submit a revised concept plan/ghost plat the accurately depicts the existing and proposed street and lot layouts. Easements Standard drainage and utility easements at least 10 feet wide have been provided on Lot 1 and Lot 2. No additional easements are required. A drainage and utility easement was recorded over the private street and the stormwater pond facilities on Otter Crossing 1st Addition final plat. Previously recorded highway easements and utility easements along CSAH 14 (Main Street) exist on site. 2 Public Land Dedication The City will collect a cash fee of $2,520 per acre per platted lot in lieu of land dedication for commercial development. These fees will be calculated and collected with the final plat application. Site and Building Plan Review This site and building plan review is only related to proposed Lot 1, Block 1, Otter Crossing 2nd Addition and the Tidal Wave Auto Spa. Future development of Lot 2 shall require a separate land use application. Site Plan Per Bowman's narrative, "the carwash consists of a single lane tunnel within a 3,500 SF building. Tidal Wave will provide entry through the northeast corner of the site, and customers are then able to take advantage of the free car vacuuming services available onsite through the 28 vacuum spaces. The design allows for at least 12 cars of car stacking for vehicles waiting to enter the tunnel. Payment is processed through a pay station along the northern drive aisle, but the site will also have 2-3 employees assisting with operations on site." The 28 vacuums are covered by a canopy. A vacuum/vending building and trash enclosure are located on the north end of the site. The car wash utilizes a water reclaim system. Please see attached Narrative Letter for more detail regarding the project and water system. A 5 ft wide concrete sidewalk is required along the north lot line of both Lot 1 and Lot 2. The preliminary plat -civil plan sets shows the sidewalk. The car wash plan set shall be revised to include the sidewalk. Overall, the proposed site plan meets ordinance and performance standard requirements unless otherwise noted. Lot Size and Setbacks The front lot line is along CSAH 14 (Main Street) because it is the public street right-of- way. The rear lot line is along the private street. GB IMRequirements Lot 1, Block 1 OC 2nd Add Min. Lot Size 20,000 sf 46,284 sf Min Lot Width 100 ft 178 ft Setbacks -Street Required Proposed 5 Principal Building-CSAH 14 (arterial) 40 ft 46 ft Parking Lot 15 ft 15 ft Setbacks -Side Lot Line (west) Required Proposed Principal Building loft 50 ft Accessory Building 10 ft 95 ft Parking Lot/Driveway 10 ft 10 & 50 ft Setbacks -Side Lot Line (east) Required Proposed Principal Building 10 ft 127 ft Accessory Building 10 ft 34 ft Parking Lot/Driveway loft loft Setbacks -Rear Lot Line (Private Street) Required Proposed Principal Building 30 ft 80 ft Accessory Building (trash enclosure) 5 ft 36 ft Parking Lot/Driveway 10 ft 52 ft Architectural Plans and Exterior Building Materials The car wash is single story with exterior materials consisting of glass windows, EIFS, concrete block veneer, stone veneer and metal overhead doors. The color palette consists of earth tone tan, white, gray, rust and bronze. The metal roofs on the car wash, vacuum building and canopies are regal blue and shall be standing seam. The ordinance allows for stucco or EIFS on no more than 30% of the primary front building elevation and no more than 60% of any side or rear building elevation. The primary front elevation has 20% EIFS and rear elevation has 0% EIFS and the sides have 23% and 29%. The building has a 3ft high split face block veneer base. The materials and percentages are compliant with performance standards. The car wash building height is 19ft which is less than that maximum 45ft allowed. A trash enclosure and vacuum building are proposed on the north side of the lot. Construction details provided on Sheet A405 indicate a 3ft high split face block base and stucco walls on both buildings. These are the same materials and colors as the main car Con wash building. The trash enclosure gate is a painted metal swing gate that has 100% opacity. The enclosure is 8ft in height. The trash enclosure and vacuum building meet performance standards. Canopies are proposed over both rows of vacuums. A three (3) ft high split face block veneer base matching the building shall be included on the north and south endcap steel structures of both canopies. The mechanical equipment is located inside the car wash building. The building will be sprinkled for fire suppression. Outdoor Lighting Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. The Photometric Plan shall be revised to clearly show all lot lines and compliance with the ordinance. Light fixtures on the both the building and 17'6" high light poles are down lit and cutoff as required by city code. Off -Street Parking Requirements Per Section 1007.044(6), an auto wash/commercial car wash requires one (1) space per employee. Per the applicant's narrative, 2-3 employees may be on site. This would require three (3) parking spaces and one (1) ADA parking space. Sheet C5.0 indicates 28 vacuum spaces and two (2) ADA spaces. The plan shall be revised to provide adequate parking spaces. Grading Plan and Stormwater Management The existing NURP pond with infiltration area that was constructed with Otter Crossing 1st Addition to the west of Lot 2 manages the stormwater from development immediately north and south of the private street. Per the Stormwater Management Report prepared by Bowman dated March 3, 2022 and the RCWD CAPROC dated April 13, 2022, the pond was sized to provide water quality and rate control for this development. Public Utilities The new car wash will be municipally served by an 8" sanitary sewer main and an 8" watermain located along the private street that extend from Otter Lake Road. The utilities will extend along Lot 1 and Lot 2. Tree Preservation and Mitigation Standards 7 The Environmental Coordinator and Environment Board reviewed the tree preservation and landscaping requirements. The following comments are from the May 4, 2022 Environmental Board staff report. A tree survey will not be required for this site, because there are no trees over 6 inch DBH to survey. Preservation and mitigation standards are met. Open Areas Landscape Standards Open area landscape standards call for 1 large tree and 3 large shrubs per 2000 sf. There is 6,082 square feet of open space that requires 3 large trees and 9 large shrubs. Provided on site are 7 large trees and 6 large shrubs. Three (3) additional large shrubs are required to meet open space requirements. Buffer and Screen Standards This project requires a 30 inch high planting screen on the north and south perimeters. Buffer and screen standards have been met. Canopy Cover Canopy cover standards require a minimum of 40% canopy coverage. Vehicular hardscape planned: 33,316 sq. ft. Canopy cover requirement: 13,326 sq. ft. Canopy cover provided: 16,200 sq. ft. Canopy cover requirements have been met. Foundation Landscaping Foundation Landscaping standards apply to building fronts and sides facing public or private streets. Two (2) large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The applicable building faces for this project include the north, east, and south building faces. Building Face Required: Provided North (approximately 40 ft.) 1 large tree 1 medium tree 3 large shrubs 6 medium shrubs (eq. to 4 large shrubs) East face/Front (approximately 135 ft.) 3 large trees 3 large trees (2 large, 2 medium) N. South (approximately 40 ft.) 8 large shrubs 9 medium shrubs (eq. to 6 large shrubs) I large tree I large tree 3 large shrubs 13 medium shrubs (eq. to 8 large shrubs) The foundation landscape requirements have not been met. To meet requirements, switch the Ivory silk Japanese tree lilac to a larger species (large trees have a mature height of at least 40 ft). Alternatively, another medium tree could be added close to the tree lilac near the north building face. Two (2) large shrubs must be added within 30 feet of the east building face. Alternatively, existing shrubs could be swapped to a larger species (with a mature height of at least 6 ft.). Boulevard Trees Boulevard trees are not required for commercial developments. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Disturbed areas of the site not improved with landscaping will be sodded. Signage A separate sign permit application shall be submitted prior to signage installation. Impervious Surface Coverage The allowed impervious surface coverage in the GB, General Business District is 75%. The proposed impervious surface coverage of Lot 1 is 72%. The proposed post - development impervious surface coverage is compliant. Traffic Study A formal traffic study is not required. The updated 2020 I-35E Corridor AUAR analyzed traffic impacts for commercial development along this entire corridor. The proposed commercial car wash is consistent with AUAR Land Use Scenarios #1 and #2 for commercial development. Otter Lake Road and CSAH 14 (Main Street) are A -Minor Reliever and A -Minor Collector roads, respectively, and have structural capacity to handle the commercial traffic. I Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identifies this site as commercial in the land use scenarios. The Otter Crossing 2nd Addition preliminary plat and Tidal Wave Auto Spa development are consistent with commercial development. No further environmental assessment is required. Wetlands As part of Otter Crossing Ist Addition, a wetland delineation report was completed by Midwest Natural Resources on September 4, 2019. A WCA Notice of Decision was issued by RCWD on December 9, 2019. Two wetlands were delineated. Wetland A was 2.59 acres and Wetland B is 1.19 acres. Impacts to Wetland A have been completed and mitigated via wetland credits. A drainage & utility easement was dedicated on the final plat over the stormwater pond and remainder of Wetland A. The wetlands are not within the Wetland Management Corridor (WMC) so a WMC wetland buffer was not required. No further wetland impacts are proposed with development of Otter Crossing 2nd Addition. Shoreland District The development is not located in the Shoreland District. Floodplain There is no FEMA floodplain on site. Anoka County Highway Department Anoka County Highway Department reviewed the preliminary plat and had no concerns. The applicant shall obtain the required Anoka County Highway Department permits. Public Safety Comments The Fire Division notes a hydrant shall be located in the northwest corner of the property. The Police Division had no issues that needed to be addressed. They did recommend good quality camera systems be installed. Environmental Board The Environmental Board reviewed the development proposal at their May 4, 2022 meeting. One comment that was made was the consideration of diverting the stormwater to the water recycling process used for the car wash. 10 The applicant provided the following narrative: It is not in the City s best interest to have the stormwater collected at the reclaim tanks and ultimately discharged into the sanitary sewer system. Each wash cycle uses approximately 75% fresh water and 25% reclaim water meaning that 75% of the stormwater that would be collected in the reclaim system would not even be used. It is not common practice for stormwater to be discharged into sanitary sewer systems. Many municipalities in fact avoid this as it can lead to capacity shortages in the treatment plants costing large sums of money to upgrade the plant. The stormwater for this site is proposed to be discharged at the detention pond to the northwest that is intended for and has capacity for this development. Additionally, the car was tunnels are designed to slope away from the building for the safety of customers and employees on snowy days. Staff does not support diverting the stormwater to the water recycling process. Agreements Stormwater Maintenance Agreement The stormwater facilities on the site will be privately maintained and a Stormwater Maintenance Declaration will be required. Development Agreement and Final Plat The applicant, Tyme Properties, shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as it relates to the final plat and development. Site Improvement Performance Agreement A Site Improvement Performance Agreement will be prepared by the City as it relates to the Tidal Wave Auto Spa commercial car wash. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the construction of stormwater management BMP's such as curb, gutter, and stormwater pond. Land Use Plan The Comprehensive Plan guides this property for commercial use. The proposed commercial car wash is consistent with commercial land use. 11 Housing Plan The goals and policies of Housing Plan are not negatively impacted by the commercial car wash. Transportation Plan Goals of the Transportation Plan are to ensure that streets are as safe as possible and to reduce unnecessary traffic. Otter Lake Road is an A -Minor Arterial Expander and CSAH 14 (Main Street) is an A -Minor Arterial Connector road. These roads have structural capacity to handle the traffic volume of the commercial car wash. Sanitary Sewer and Water Supply Plan The new commercial car wash will be municipally served by an 8" sanitary sewer and an 8" watermain located along the private street that extends from Otter Lake Road. The existing sanitary sewer and water supply system have capacity for the new development. The commercial car wash also utilizes a water reclaim system Findings of Fact Preliminary Plat Per Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision maybe deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. The Otter Crossing 2nd Addition preliminary plat is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. The development is also consistent with the local water management plan, capital improvement plans and growth management policies. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 12 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. The Otter Crossing 2nd Addition preliminary plat is consistent with infill policies. The development is within the current Utility Staging Area IA=2018-2025. The cost of utility and private street extensions is being privately financed by the developer. The cost, operation and maintenance of the utility system are consistent with the normal costs projected by the water and sanitary system plans. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 2. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 4. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better; 5. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies; 6. The traffic generated from a proposed subdivision shall not require city street improvements that are inconsistent with the Lino Lakes capital improvement plan. However, the city may, at its discretion, consider developer -financed improvements to correct any street deficiencies; 13 7. The LOS requirements in divisions (2)(c) l . to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange; and 8. The city does not relinquish any rights of local determination. The Otter Crossing 2nd Addition preliminary plat meets the requirements for level of service (LOS). The I-35E Corridor A UAR analyzed traffic impacts for commercial development of this entire corridor. The proposed commercial car wash is consistent with the A UAR Land Use Scenarios for commercial development. Otter Lake Road and CSAH 14 (Main Street) are A -Minor Arterial Expander and A -Minor Arterial Connector roads, respectively and have structural capacity to handle the traffic volume of the commercial car wash. No street improvements are proposed that are inconsistent with the City s capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. The Otter Crossing 2nd Addition preliminary plat will have an adequate water supply. An 8 " watermain along the private street extending from Otter Lake Road will serve the development. The City s water system has capacity to accommodate the commercial car wash. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 14 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. The Otter Crossing 2nd Addition preliminary plat will be served with an adequate waste disposal system. The development is within the current Utility Staging Area IA=2018- 2025 and will be served by an 8 " sewer main along the private street extending from Otter Lake Road. The sanitary sewer system has capacity to accommodate the commercial car wash. Conditional Use Permit The property is zoned GB, General Business and allows for commercial car washes with a conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed Tidal Wave Auto Spa commercial car wash is consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan as detailed in this staff report. 2. The proposed development application is compatible with present and future land uses of the area. 15 The proposed Tidal Wave Auto Spa commercial car wash is compatible with present and future land uses. The subject site and adjacent parcels are guided and zoned for commercial use. The proposed commercial car wash is consistent with the commercial land uses. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site Plan Review has been completed and the proposed Tidal Wave Auto Spa commercial car wash meets zoning performance standards with conditions listed in the staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The 16 plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The proposed Tidal Wave Auto Spa commercial car wash does not change the level of service on Otter Lake Road or CSAH 14 (Main Street). The roads are A -Minor Arterial Expander and A -Minor Arterial Connector roads and have structural capacity to handle the traffic volume of the commercial car wash. The City does not relinquish any rights of local determination. 5. The proposed development shall be served with adequate and safe water supply. The proposed Tidal Wave Auto Spa commercial car wash will connect to an adequate and safe municipal water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed Tidal Wave Auto Spa commercial car wash will be served by an adequate and safe municipal sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. Commercial car washes are an allowed use in the GB, General Business District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.112(8)(c) must also be met: 17 (c) Commercial car washes (drive -through, mechanical and self-service) provided that: 1. The site is serviced by municipal sanitary sewer. The site is served by 8" municipal sanitary sewer. 2. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or areas as to cause impairment in property values or constitute a blighting influence. The commercial car wash building and related accessory buildings meet zoning ordinance architectural and building material performance standards for commercial buildings. The car wash is single story with exterior materials consisting of glass windows, EIFS, concrete block veneer, stone veneer and metal overhead doors. The color palette consists of earth tone tan, white, gray, rust and bronze. The standing seam metal roofs on the car wash, vacuum building and canopies are regal blue. The building and site plan are similar to existing commercial buildings in the area. 3. Magazining or stacking space is constructed to accommodate that number of vehicles which can be washed during a maximum thirty (30) minute period and shall be subject to the approval of the City Engineer. The average carwash takes three (3) minutes. This would require stacking space for 10 vehicles. The site plan provides stacking space for 12 vehicles. 4. At the boundaries of a residential district, a strip of not less than five (5) feet shall be landscaped and screened in compliance with §1007.043 (17) of this Ordinance. The proposed commercial car wash is not adjacent to residential districts. 5. Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with § 1007.043 (17) of this Ordinance. The proposed commercial car wash is not adjacent to residential districts. 6. The entire area other than occupied by the building or plantings shall be surfaced with material which will control dust and drainage which is subject to the approval of the City Engineer. The entire area other than buildings and plantings is surfaced with standard duty concrete pavement, heavy duty concrete pavement or concrete sidewalk. 7. The entire area shall have a drainage system which is subject to the approval of the City. A grading and drainage plan has been reviewed and approved with conditions by the City Engineer and Rice Creek Watershed District. 8. All lighting shall be hooded and so directed that the light source is not visible from the public right-of-way or from an abutting residence and shall be in compliance with § 1007.043 (6) of this Ordinance. All lighting is hooded and downlit. A photometric plan has been reviewed and approved with conditions. 9. Vehicular access points shall be limited, shall create a minimum of conflict with through traffic movement and shall be subject to the approval of the City Engineer. One (1) driveway access is proposed into the site that creates minimal conflict with through traffic movements. The site plans have been reviewed and approved by the City Engineer with conditions. 10. Provisions are made to control and reduce noise. The commercial car wash is oriented north -south towards CSAH 14 (Main Street) and the private street to control and reduce noise onto adjacent properties. RECOMMENDATION Staff recommends approval of the Otter Crossing 2nd Addition preliminary plat and the Tidal Wave Auto Spa commercial car wash conditional use permit and site plan and building plan review subject to the following conditions: Related to Otter Crossing 2nd Addition Preliminary Plat: 1. A new or amended Declaration of Driveway Easement detailing the developer's maintenance responsibilities of the private street shall be recorded across Lot 1 and Lot 2, Block 1, Otter Crossing 2nd Addition. 2. The applicant shall submit a Land Use Application for final plat after preliminary plat approval. 3. A Development Agreement and securities related to the final plat shall be required. Related to Tidal Wave Auto Spa: 1. The City of Lino Lakes agrees to complete an initial inspection of the carwash facility in order to ensure the equipment is installed so that no cross -connections or bypass feature exists that would allow the wash system to function without the use of reclaim water. 19 2. The owner, Tidal Wave Auto Spa, will be required to hire an independent plumber to ensure the reclaim equipment is being utilize properly and no bypass or cross -connections exist between the fresh water line and the reclaim water lines and report said findings to the City. 3. The City of Lino Lakes agrees to provide water usage records to MCES upon request. 4. Wall signs are not allowed on the trash enclosure or vacuum screen building except for "Employees Only" signs. 5. No vehicles shall impede driveway ingress/egress, the sidewalk, or backup into the private street. 6. A Site Improvement Performance Agreement shall be required. The following comments shall be addressed at the time of Otter Crossing 2nd Addition final plat submittal: 1. All comments from the City Engineer letter dated May 6, 2022 shall be addressed. 2. Sheet 3.1 Preliminary Plat: a. An additional 60 ft of street right-of-way shall be dedicated along Otter Lake Road to the north lot line of Outlot A. b. Under Wetland A and Wetland B, include wetland areas. c. In the table, change number of lots from 1 to 2. 3. Sheet 1, Concept Plan 5 a. The concept plan shall be revised to accurately depict the proposed private street layout, and future street and lot layouts for Outlot A. The following comments shall be addressed prior to issuance of a building permit for Tidal Wave Auto Spa: 1. All comments from the City Engineer letter dated May 6, 2022 shall be addressed. 2. All comments from the Environmental Coordinator letter dated May 4, 2022 shall be addressed. 3. Sheet C5.0, Site Plan: a. A 5 ft wide sidewalk shall be shown consistent with civil plan set. b. Curb cut distance shall be a minimum 40ft from adjacent curb cut on the property to the east. c. The trash enclosure shall be rotated to be consistent with Sheet A001. d. The two (2) vacuum bays on the north end of the west row near the exit lane shall be removed to avoid potential conflicts between motor vehicles and the vacuums. e. Identify what dashed lines are along east and west interior lot lines. f. Under Site Information, change BG to GB. g. Under Site Layout, change City of Willmar, MN to City of Lino Lakes, MN. h. Provide adequate parking spaces for three (3) employees. 4. Sheet C6.0, Grading and Drainage Plan: 20 a. Add Grading and Drainage Plan to side title bar. 5. Sheet C6.2, Proposed Drainage Area Map: a. Revise % under Proposed Impervious Area Calculations. 6. Sheet A200, Interior and Exterior Finishes and Sheet A801: a. On the plan sheet, Mark RF-1 shall detail the metal roofs are standing seam with hidden fasteners. Exposed fasteners are not allowed. 7. Sheet A501, Vacuum Canopy: a. A 3 ft high split face block veneer base matching the building shall be included on the north and south endcap steel structures of both canopies. b. Callout boxes for material types and color shall be included similar to Sheet A201. 8. Landscape Plans: a. All plan sheets shall be dated. 9. Sheet E103, Photometric Plan: a. The Photometric Plan shall be revised to clearly show all lot lines and compliance with the ordinance foot candle requirements. ATTACHMENTS 1. Site Location and Aerial Map 2. City Engineer Memo dated May 6, 2022 3. Environmental Coordinator Memo dated May 4, 2022 4. Applicant Narrative -Tidal Wave Auto Spa 5. Otter Crossing 2nd Addition Preliminary Plat & Site Plans 6. Tidal Wave Auto Spa Civil Plan Set 7. Tidal Wave Auto Spa Architectural Plan Set 8. Tidal Wave Auto Spa Landscape Plan 21 N Site Location & Aerial Map W E 0 160 300 600 C I T. Y O F Feet �NpLKS Otter Crossing 2 n d & TWAS .S. 2 0 0 0 z W m U) 0 a 00 00 LO CD 0 0 N W Z) W W af F- M W 00 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, WSB Diane Hankee, City Engineer, City of Lino Lakes Date: May 6, 2022 Re: Tidal Wave Auto Spa Plan Review WSB Project Number — 020302-000 WSB has reviewed site plans for the Tidal Wave Auto Spa in Lino Lakes, MN, prepared by Bowman Consulting Group received on April 8, 2022. These comments are based on the following plan sets and documents: co Tidal Wave Auto Spa Site Development Plans prepared by Bowman Consulting Group, dated February 1, 2022, received April 8, 2022 00 Stormwater Management Report prepared by Bowman Consulting Group, dated March 3, 2022, received April 8, 2022 0o Tidal Wave Auto Spa Landscape Plans prepared by Bowman Consulting Group, received April 8, 2022 co Tidal Wave Auto Spa Irrigation Plans prepared by Bowman Consulting Group, received April 8, 2022 00 Tidal Wave Estimated Water Usage Analysis prepared by Sonny's The CarWash Factory, dated January 21, 2022, received April 8, 2022 0o ALTA/ NSPS Land Title Survey For: Bowman Consulting, NW Corner Otter Lake Road and Main Street Lino Lakes, MN, prepared by Sunde Land Surveying dated January 18, 2022, received April 8, 2022 Applicant to respond to these comments in writing on this word document. Any changes to the plans that are not associated with these comments shall be identified by either a summary in the response or in the plans with a revision cloud or note. Engineering • General The Tidal Wave Auto Spa (TWAS) project proposes to construct a car wash and associated parking lot, utilities, and landscaping. The site is located on what is currently proposed as Lot 1 Block 1 of Otter Crossing 2nd Addition. The site will be accessed from Street A of the Otter Crossing development. Comments: 1. (5/6/2022) Bowman design team to work with the Pioneer Engineering design team currently working on the Otter Crossing 2nd Addition plans to make sure that the correct street, utility, and plat linework is shown in the plans. The city will Ms. Katie Larsen 5/6/2022 Page 2 accept TWAS plans referencing the Otter Crossing 2nd Additions plans as work done by others. (5/6/2022) Applicant to confirm if irrigation services are redundant or needed. One is currently shown outside of the building on C8.0 and another is shown inside the mechanical room on sheet P103 (attached to SAC determination) • Grading & Stormwater Management The TWAS project will require site grading for the proposed building and parking lot. The proposed project is within the Rice Creek Watershed District (RCWD). Stormwater BMPs are needed to meet City stormwater requirements. The applicant is proposing to meet City stormwater requirements by utilizing a pond previously constructed with the Otter Crossing 1st addition. Comments: 1. (5/6/2022) Bowman design team to work with the Pioneer Engineering design team currently working on the Otter Crossing 2nd Addition plans to correctly show the utilities along Street A that are being installed with the Otter Crossing 2nd Addition project. The layout, materials, and size of the utilities along Street A should be the same in both plan sets. The city will accept TWAS plans referencing the Otter Crossing 2nd Additions plans as work done by others. 2. (5/6/2022) The storm sewer in the parking lot will be private and a stormwater maintenance declaration will be required. 3. (5/6/2022) Applicant to update stormwater management report to reflect utilities proposed with Otter Crossing 2nd Addition plans. 4. (5/6/2022) Applicant to update stormwater management report to include the 6/22/2021 revision of the Otter Crossing Stormwater Management Plan. 5. (5/6/2022) Applicant to update Appendix 7 of the stormwater management report to include a post development plan that matches other civil plans in the submittal. 6. (5/6/2022) Applicant shall label proposed contours with elevations on sheet C6.0. 7. (5/6/2022) Applicant to provide EOF location and elevation for low point on site around structure 1-1. 8. (5/6/2022) It is not permissible to have storm sewer pipes proposed with 0% slopes. Positive drainage is required for water conveyance. 9. (5/6/2022) Applicant to provide rational method calculations showing site storm sewer can provide conveyance of flows from the 10-year storm event. 10. (5/6/2022) Applicant to include calculation of curve number given on Sheet C6.2. • Water Supply There is an 8-inch diameter polyvinyl chloride (PVC) water main proposed along Street A in the Otter Crossing 2nd Addition plans. The TWAS plans show 8" ductile iron pipe (DIP) water main along Street A. Comments: 1. (5/6/2022) See Note 1 under Grading and Stormwater Management and update water main as necessary. Please work with the Otter Crossing 2nd Addition team so they include a stub for the fire suppression line shown on the TWAS plans. Tidal Wave Auto Spa Engineering Review Ms. Katie Larsen 5/6/2022 Page 3 2. (5/6/2022) Applicant to add a hydrant near the property line for Fire Department use. The fire department needs to be able to access the hydrant without entering the parking lot due to concerns with fire truck turning maneuvers. 3. (5/6/2022) Applicant to review water reuse system tank depth and update so that tanks are below the frost line. Staff has concerns about reuse water freezing at the proposed depths. • Sanitary Sewer There is an 8-inch diameter polyvinyl chloride (PVC) sanitary sewer proposed along Street A in the Otter Crossing 2nd Addition plans. The TWAS plans also show 8" PVC sanitary sewer along Street A, but the slopes of the pipes vary between the plans. Comments: 1. (5/6/2022) See Note 1 under Grading and Stormwater Management and update sanitary sewer as necessary. 2. (5/6/2022) Applicant to adjust depth of sanitary sewer service to below the frostline to avoid freezing of the service line. 3. (5/6/2022) Applicant to verify effluents from car wash center are allowed by and properly permitted with the Metropolitan Council. 4. (5/6/2022) The 6" PVC service has enough capacity to serve the building and the reject stream of the reuse system. If any other significant flows are anticipated, the applicant will need to review the service size and capacity. • Transportation The entrance to the site is proposed at 30-ft wide from the face of the back of curb to the back of curb. The entrance will direct traffic to the pay station area where two lanes are available for cars to stack while waiting to enter the facility. Several vacuum stations are proposed in the parking lot. Two-way traffic is proposed near the vacuum stations. Comments: 1. (5/6/2022) The 5-ft sidewalk shown in Otter Crossing 2nd Addition plans to be shown as "by others" in the TWAS plans. Applicant to adjust irrigation meter and backflow preventer locations so they are not underneath the proposed sidewalk. 2. (5/6/2022) It appears that vacuums are blocking the cut-thru from the pay station to the vacuuming area. Applicant to revise cut-thru or vacuum layout. • Wetlands and Mitigation Plan There are no existing wetlands on this site. Staff does not have any comments. • Landscaping The applicant is proposing to plant trees, shrubs, and perennials to meet planning and zoning requirements and to provide screening of the parking lot. Sod is proposed to restore all disturbed areas. Landscaping will be reviewed by the City's Environmental Coordinator. Comments: Tidal Wave Auto Spa Engineering Review Ms. Katie Larsen 5/6/2022 Page 4 (5/6/2022) Staff recommends adjusting landscaping so that no trees are planted over or near utility pipes. • Floodplain No floodplain is present on the site. Staff does not have any comments. • Drainage and Utility Easements Drainage and utility easements are proposed within the site on the Otter Crossing 2nd Addition preliminary plat. Per City Code, the City requires 10-ft wide drainage and utility (D&U) easements along plat boundaries and along lot lines. Comments: 1. (5/6/2022) This site is part of the Otter Crossing 2nd Addition plat. Engineering staff reviewed the plat and provided comments in an Engineering Review Memo dated 5/4/2022. No comments were made about the D&U easements on Lot 1 with the proposed plat. 00 Development Agreement A Site Performance Agreement will be required for this site. 00 Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement The stormwater facilities on the site will be privately maintained and a Stormwater Maintenance Declaration will be required. Comments: (5/4/2022) The Stormwater Maintenance Declaration shall cover the storm sewer in the proposed parking lot. The pond and storm sewer along Street A will be covered under the Stormwater Maintenance Declaration for Otter Crossing 2nd Addition. • Permits Required 1. City of Lino Lakes Zoning Permit for Grading 2. NPDES General Construction Permit 3. Minnesota Pollution Control Agency 4. Minnesota Department of Health 5. Rice Creek Watershed District Permit If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Tidal Wave Auto Spa Engineering Review Ile CITY OF Ll N KES To: Katie Larsen From: Andy Nelson Date: 5/04/2022 Environmental Memo Re: Environmental Comments/May 4', 2022/Otter Crossing 2nd Addition Preliminary Plat and Tidal Wave Auto Spa Conditional Use Permit and Site Plan Review The Environmental Board had the following comments at the May 4t", 2022 meeting: Remove all shrubs from beneath tree canopy symbols on the north and south perimeters to prevent competition with new trees and avoid poor performance/mortality of species requiring full sun. These shrubs will not have to be replaced elsewhere. 2. Open space standards have not been met. Recommend adding three large shrubs to the west perimeter to accent the west building face. 3. The foundation landscape requirements have not been met. To meet requirements, switch the Ivory silk Japanese tree lilac to a larger species (large trees have a mature height of at least 40 ft). Alternatively, another medium tree could be added close to the tree lilac near the north building face. Add 2 large shrubs within 30 feet of the east building face. Alternatively, existing shrubs could be swapped to a larger species (with a mature height of at least 6 ft.) 4. Add a date to the landscape plan to help track revisions. 0 Page 1 5. Consider diverting stormwater to the water recycling process used for the carwash to minimize both water consumption and stormwater leaving the site. 6. Blanding's turtle flyer and factsheet shall be distributed to all contractors working on the site. 7. MnDOT type 3N or 4N bio-netting or natural netting erosion control blanket should be used where blanket is necessary for stabilization to minimize wildlife impacts. 8. One surmountable curb section shall be added in the vicinity of one of the green highlights below to allow for passage of wildlife (turtles). -gin = .--{rt �.��• .1��—� .-- F � x �A SEA. i • Page 2 IV =Vt 1, 43 Bowman Katie Larsen, AICP City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 March 14, 2022 RE: Propose Tidal Wave Auto Spa // Lino Lakes NWC of Otter Lake & Main Street, Lino Lakes, MN 55038 Narrative Letter The applicant is planning to develop ±1.063-acre property located at NWC of Otter Lake & Main Street. The parcel currently consists of a vacant undeveloped land consisting of mostly flat agricultural land. The applicant is proposing to redevelop parcel into a drive-thru car wash facility along with associated parking lot, drive-thru lanes, and self-service vacuum stalls. The project is located within the jurisdiction of City of Lino Lakes. The parcel is currently zoned for GB, General Business, in which the use for a car wash is allowed through a conditional use approval. Tidal Wave is buying this section of the land from BLino LLC. In turn, BLINO LLC is processing the master plat with the overall lot subdivisions, including the Tidal Wave parcel. Bowman is acting as agent for Tidal Wave for the site plan and conditional use application process and designing the construction drawings for the carwash. The carwash consists of a single lane tunnel within a 3,500 SF building. Tidal Wave will provide entry through the northeast corner of the site, and customers are then able to take advantage of the free car vacuuming services available onsite through the 28 vacuum spaces. The design allows for at least 12 cars of car stacking for vehicles waiting to enter the tunnel. Payment is processed through a pay station along the northern drive aisle, but the site will also have 2-3 employees assisting with operations on site. Tidal Wave Auto Spa has changed the business of automated carwashes with their ceramic sea gloss treatment, which adds a coating protectant to leave vehicles with longer shines than the average carwash program. Also - washing the average car at home uses approximately 93 gallons of water. Home carwashes often send all the dirty water, untreated, into the municipal sewer or stormwater systems where it can impact local waterways such as creeks, rivers, or coastal areas. The proposed carwash project at Lino Lakes will have built-in technology to recapture water and recycle it to minimize waste. The Tidal Wave model uses high pressure washes use to reduce the amount of water used per car. Tidal Wave anticipates having an average of 12,500 cars per month going through the tunnel. Each car will use 87.57 gallons per car, but it reduces the amount of fresh water used to 910 SE 17th Street, 3rd Floor, Ft. Lauderdale, Florida 33316 bowman.com Bowman around 60 gallons per car. The rest of the water used will be reclaimed water from the system designed for the tunnel. Tidal Wave's reclaim system works as follows: Water in the trench drains through a 6" line in the Main Wash Sump (there is also a second 6" line from the Main Wash Sump to provide redundancy). Both 6" lines run underground into the flammable waste interceptor in the Equipment Room. Impurities are filtered out, and from there the water cycles into Tidal Wave's standard reclaim tanks. The water filters through tanks #1, #2, and #3, each filtering out additional impurities. Tank #1 is for Underflow and Primary Settlement; Tank #2 is a secondary settlement tank with a baffle; Tank #3 is the Process Tank; The water exits tank #3 through a series of pipes. Water which cannot be reused is discharged to the sanitary sewer. Water which can be reused is piped back to the Reclaim Pump Station in the Equipment Room. The Reclaim Pump Station pumps the water back into the head end of the trench through reclaim line #9. Each Tidal Wave property routinely empties the collected impurities from the tanks as part of their regular maintenance program. We look forward to working with the City of Lino Lakes for this site plan and conditional use application process. Enclosed we have provided the civil plans, landscape plans, photometric drawings, CAD files for the civil set. The property owner will be making a separate, concurrent application for the preliminary and final plat. If you have any questions, please do not hesitate to reach out at 954.314.8481 orjbaez@bowman.com. Jenny Baez Branch Manager Bowman 910 SE 17th Street, 3rd Floor, Ft. Lauderdale, Florida 33316 bowman.com OTTER CROSSING 2ND ADDITION PRELIMINARY PLAT & SITE PLANS LINO LAKES, MINN S OTA 1 I I II I III II I II III � l II I I L_ ASIN 1 P �o PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS OUTLOT A 0 I 1 I i WETLAND B 1 1 I 1 1 I I I I I I os � age�G 114 120 �e ■ _H �4R� '� m y l Z t�.4- , T m g +npress ay It M • U .� W 42. Farnham Ave 43. Unity Ave 44_ N Robin Ln 45. Rosemary WAY LL 46. Empress AVE N 13 _ 1.18 HUGO 24 2 19 rSt N 46 y�illowG SITE °'ha war r M k' ° G0 \ Main St � 77$ F Northern ■ French renchrean Rd o I 3 ma„RaN M Y/C'.nmmprr., i LOCATION MAP Q 37. Elmcrest Ave N� 38. Mercantile DR 39. 142nd St N 40. Cottonwood AV 0 37.5 75 150 GRAPHIC SCALE IN FEET SHEET INDEX 0.1 COVER 0.2 LEGEND 1.1 EXISTING CONDITIONS 2.1 RESOURCE INVENTORY 3.1 PRELIMINARY PLAT 3.2 PRELIMINARY SITE PLAN 4.1 GRADING, DRAINAGE AND EROSION CONTROL PLAN 4.2 SEEDING PLAN 5.1 GRADING DETAILS 6.1 SANITARY SEWER & WATERMAIN CONSTRRCTION 7.1 STORM SEWER CONSTRUCTION 8.1 STREET CONSTRUCTION 9.1-9.6 CITY DETAILS Know what's below. Call before you dig. 7r BENCH MARK TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 NVGD88 02-ENG-118283-SHEET-COVER 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2019 Pioneer Engineering, P.A. I \IV1 RURAL/BUSINESS-RESERVE \ o J FIyTURE LAND USE: COMIviECIAL N880 -Jr 71 D \ \ l WETLAND B80573 SF 1..8497 AC - ' Lo d o I N\ / I \777 0060 � y ,j= '� \ 1II 1iX 111 IIr OUTLOT A r �0 �O — I \\ \ \\J '��DRAINAGE AND _ �__ 1081520sf ( 1 tS LI UTILITY EASEMENTJ 1 24.8283ac , �f, LIB / I < 1110 250.80_ _ �J�_89°53'S5"�N — �,DRAIN,A"GE N,b - >UTILITY EASEMENT <— /� F / 1 f �� / / I WETLAND A�\�.�� 38543 SF I I Ld Q�� PERMANENT EASEMEN� Z' / / / ANOKA COUNTY FOR �, / / �/ I J I I o ' " 1 / I SLOPING PURPOSES PER O < /� 1 21 W 193. , I / % I S88 23 , — ' 1 1 " DOC. NO. 499617.001 111.15.C•,-00g53 _ o �� . �C 1 1369.1 6 % DRAINAGE AND �`r 1 J. % U Y FA�SEMEhT �\ 922. Pe-w w_n nn irk ,r i i i vv. i J 1214 9n7r :r � v sn sn ,�- alligY pkmag — — S88022'05"W 206.80 � A tc I \ 1I IT \nl n \� ��I ^ T /Hv%1 �11 n r I/�I<' n i`�' 'n IT>ii- uv n I L. ca2o: s 1J I 1� _ \ \ \ sn \ �-T\I J -� V _ / �.:.`.n.fl. I vu. t� (gnu v 917.77 `sn mhe mhe q 919.31-9 .9 -r'J1Je'tB\8 ,-(5-ENERALN BUSINESS}7A �eURE LANP_USE. C PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS I q) mhs E / / ' Jtc/ 9 cbtc 17 94 p ag \ �I l iL — c Z G:' GB o C�EN�R rINESS FUTURE AND USE. COMMERCIAL oh — t v . I,� ( IVI/—III I mne C0.0 he --I�hst sn mhst 919.29 920 48 < 1 � — ICI tb - — , I I \ I C.S.A.H. NO 14 (MAIN STREET) r Jam' C.S.A.H. NO 14 (MAIN STREET) I r ' I I 0 w Y Q w 0 \ I I SECTION 24, TWP. 31, RGE. 22 ANOKA COUNTY, MINNESOTA LOCATION MAP NOT TO SCALE PROPOSED DESCRIPTION FOR PRELIMINARY PLAT PURPOSES ONLY: Outlot A, OTTER CROSSING, according to the recorded plat thereof Anoka Count, Minnesota. LEGEND Denotes concrete :.3 ::1 Denotes bituminous >>— Denotes storm sewer line ----->—Denotes sanitary sewer line -----I — Denotes water line oh Denotes overhead utility lines tv Denotes underground television line t Denotes underground telephone line fo Denotes underground fiber optic line e Denotes underground electric line 9 Denotes underground gas line 8 Denotes catch basin ® Denotes catch basin beehive 0 Denotes flared end section IXI Denotes gate valve Denotes hydrant S MCP Denotes service 0 Denotes water well o Denotes cleanout 0 Denotes sanitary or storm manhole <D� Denotes utility pole ❑T Denotes transformer box Fo Denotes fiber optic box ■ Denotes electric box o Denotes light pole ❑� Denotes telephone box ❑O Denotes television box Denotes cast iron monument Denotes found iron pipe o- Denotes flag pole ® Denotes mailbox Q Denotes sign W Denotes conservation post J ° �- �• — / 4N-B UAL .� riZT G �TRI 1.3 < I I1 I // F r,MD USE: INDUSTRIAL I_ 1�0 0 50 100 200 GRAPHIC SCALE IN FEET EX02-SURV- 118283-BASE.DWG 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2019 Pioneer Engineering, P.A. I I p p I D I D I I i I I �D D D v \I Li J \ I I I 0 C� \ - 7 L - / / / / / / <` - J / n / Li) L1_ \ v1\ ;- o DRAINAGE AND UTILITY EASEMENT I - � . n Ln b J F `7 p \ WETLAND A F- D �'N L II C� II I <� O2 ° c C� 7 c ' I I I L - � L I I I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ZONING: R-BR RURAL/BUSINESS RESERVE FUTURE LAND USE: COMMERCIAL A A ^r% G/I ) I I LIJ n Li n Li C� ZONING: GB GENERAL BUSINESS FUTURE LAND USE: COMMERCIAL �T., T t- n, n 207 1 —vi — vv n i L_i v i i vim. ru vvr\ 176 n N IrN r n v Jvi v 1 ilull \ i n n 11 I n T I \I\7r1 I L/I VV-� I i L_% \ I n In vlJ. t V\J(t \/-� 0, \�\JVI V I I n 'N n n fit\ I i, n I n In 1 u v `r ^TL r-r " I I \L_L_ I I !�T� r-r-T\ �. n I I I/1 I n N A n It I �> (\IVI% ` .J. rl. vU. lull -- -- -- LIJ — I n r\ ZONING: LI LIGHT INDUSTRIAL ZONING: GB GENERAL BUSINESS , < i FUTURE LAND USE: INDUSTRIAL FUTURE LAND USE: COMMERCIAL -J 110 z C.S.A.H. NO 14 I > SITE (MAIN STREET) I i a o \ , I I I � ' o �� CL `� �� \� Y I \ �I \ LLJ i C.S.A.H. NO 14 '�'� w (MAIN STREET) LJ QI I I F-I r I \ v� v LLJ \ � �\ \ z \\ I ` I I SECTION 24, TWP. 31, RGE. 22 ANOKA COUNTY, MINNESOTA LOCATION MAP NOT TO SCALE PROPOSED DESCRIPTION FOR PRELIMINARY PLAT PURPOSES ONLY: Outlot A, OTTER CROSSING, according to the recorded plat thereof Anoka Count, Minnesota. EXISTING ZONING: GB (GENERAL BUSINESS) PROPOSED ZONING: GB (GENERAL BUSINESS) FUTURE LAND USE: COMMERCIAL TOTAL GROSS AREA 25.83 ACRES TOTAL LOT AREA 2.30 ACRES TOTAL UPLAND LOT AREA 2.30 ACRES TOTAL BUILDABLE AREA 2.30 ACRES TOTAL WETLAND AREA 2.73 ACRES LOTS 1 NUMBER OF OUTLOTS 1 TOTAL OUTLOT AREA 23.53 ACRES TOTAL RIGHT OF WAY AREA OF OTTER LAKE ROAD 0 ACRES TOTAL C.S.A.H. NO. 14 0 ACRES DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: being 5 feet in width, and adjoining lot lines unless otherwise indicated, and 10 feet in width and adjoining street lines and rear lot lines unless otherwise indicated on the plat. 0 50 100 200 GRAPHIC SCALE IN FEET 02-SURV-I 18283-BASE-PREPLAT.DWG 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2019 Pioneer Engineering, P.A. I A -Pf*NEERengmeenng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com OUTLOT A m - - - - - - - - - - - - - - - - - - - -- CONCRETE 6612 CURB &GUTTER TYP. g ------- CDW STREET A (PRIVATE) — — — — — 6+00 C 5+00 4+00 Q ° ° Q v ° v° ° Q v v ° a a° ° a °' 5' CONCRETE SIDEWALK 0 I rr 04 I LOT 2 L 0 lml I I I I o I I I 1u I w o� z 0Ln I 0 cf)a6 w II z0M wi oo II n i ::D r5 0 Ll: In+I Li w I = w zj I I cn ° Q ° ° I ` o Q I I I I I I I I I I I I I I I I I I a LOT X 05 0% 3+00 Q In _ 17.85 H.lP. fy 0.50% Do 2+00 A a c ° a — � 0.50% — 17.34 L 1P4o � I f d °a ° ° d v 6 e a a Q ° k Q iI — — — — — — — — — — — — — — — — — — — — — — — — 0 10 20 40 BENCH MARK TOP NUT HYDRANT IN N.W. — QUAD. —OF A T-TEI�AK1= & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 NVGD88 02-ENG- 118283-SHEET-SITE © 2019 Pioneer Engineering, P.A. I I -I I� I! z AW-7 118NM%engineenn-g CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com 7 --- 1---------- Y ---------------- _�---------- mv LEGEND 00000000000 ROCK CONSTRUCTION ENTRANCE 00000000000 00000000000 INSTALL BEFORE START OF GRADING 00000000000 PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING EROSION CONTROL AT BACK OF CURB. Da TO BE INSTALLED AFTER COMPLETION — OF CURB CONSTRUCTION. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION CATCH BASIN INLET PROTECTION TO BE INSTALLED BEFORE GRADING BEGINS. CATCH BASIN INLET PROTECTION O TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. 0 15 30 60 GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 NVGD88 02-ENG-118283-SHEET-GRAD © 2019 Pioneer Engineering, P.A. 930 925 915 (n r• • 6+50 P18NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 1 I F1 HYDRANT 8"X6"TEE W/6"GV I 11'-6"DIP CL52 GND. ELEV.=916.3 STA:6+12.4 8"X6" TEE 6" GV f GV 8"X6" TEE� LOT 2 00 d) r� 0 E __j mz 6+00 "—6"PVC SCH 40 SERVICE PIPE STA:3+15 6" PVC C900 WM SERVICE PIPE 5+50 M60 OU TLOT A 6" PVC C900 WM SERVICE PIPE 6"PVC SCH 40 SERVICE PIPE STA:2+15 8"X4" TEE 4" GV 8" P C C9001WM > I 4+00 3+37.16 T MH-1 p� � I 4T 2+67.81 v �0+0-00 —�3+00 I <--r—�<— � I ---------- -- I F_ I 6"PVC SCH'40 II SERVICE PIPE II C900 SERVICE PIPE ) STREET A (PRIVATE) PROPOSED GRADE EXISTING GROUND r ---------_L- — — — — --1 I w I I � 00 0000 co co� m moo 06 C6� �0)0)cn CO 00 00F:-: 00z z0 >>> zz mz :2 II �I � z II � � II �I II --J L---t---- II -H 141-------- ---------- ---1 II II EX. 8" PVC C900 WM 8" PVC C900 WM _--1-- --_ ----------- II TO XSTNGCONNECT I WATERMAIN CONTRACTOR TO FIELD I VERIFY EXISTING LOCATION �? & ELEVATION 00 275' — 8" PVC SDR 267 © 2.00% 4.5' RISER STA: 1 +46 L CONNECT TO EXISTING SANITARY SEWER CONTRACTOR TO FIELD VERIFY EXISTING LOCATION & ELEVATION 5+00 4+50 4+00 3+50 � II II 'z II I II II ---------------------- ----- EX. 69'------------------- --J 8" PVC SDR 26 @ 2.00% 3+00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 SANITARY SEWER NOTES: 1. TRACER WIRE REQUIRED ON ALL NON—CONDUCTIVE MAINLINE PIPE, LATERALS, SERVICES, MANHOLES, CATCH BASINS, STUBS, UTILITY LOCATION BOXES AS REQUIRED BY THE SPECIAL PROVISIONS. WATERMAIN NOTES: 1. ALL WATERMAIN SHALL BE PVC C900 UNLESS OTHERWISE NOTED. 2. ALL FITTINGS SHALL MEET AWWA C153 REQUIRMENTS. 3. TRACER WIRE REQUIRED ON ALL NON—CONDUCTIVE PIPE PER CITY SPEC. 4. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. SERVICE NOTES: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 2. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 NVGD88 930 925 915 r• • 02-E N G-1 18283-SHEET-SS W IZ 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2019 Pioneer Engineering. P.A. I \ / ' BASIN 1 P. NWL=910.00 0 4 1 D I D 930 OUTLET=910.75 HWL=912.23 WET VOL.=5.36 AC*FT STOR. VOL.=3.13 AC*FT/ WETLAND A / 3: 3: N w 2I co z w FI W Z �'' 00 N It ^I I I I co CO N c 925 N .I I j�� 4 CNN � �cD _ � _ O N � � 00 V)- fl p O CN 0065 00" ,� N OOH Nco O—ter N r� N� p0 N� OI- p p�Z I �6 ) Z Z I I�Orn rn rn� � MZ_ Z_ Z " z N �u zw moo>>> >> >_>920 Z ,jz apZ zz m—Jz z zz ZZN Uy z (V 915 27" F.E.S. 6.9 C.Y.—CL111 FILTER BLANKET TIE LAST 3 JOINTS r• • PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 42' 27" RCP CL3 0 0.40% w cnl I 100 00 N Q N �t 00 N NM N� rp� O 0 � � j =rn�z zo m C) > > > U m m Z Z Z NZ/II L--- III II ----- 14- — — — — — — — - I�-----LL------ O --"— EX. 115' EX, 91' 18" RCP CL5 18" RCP CL5 253' 26 @ 0.30% @ 0, 30% 24" RCP CL3 18" RCP CL5 35' @ 0.30% @ 0.45% 18" RCP CL5 @ 0.45% CONNECT TO EXISTING STORM SEWER CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION N N r N N Ln C� N ro N rq � r7 r i a—)o�Offj _ Z Z U mho»> U(if m Z Z Z I I z w V)^I I I n ON N �r- � 000 van o C;- V6coO OH CO)6Z Zp >>> AwmZ ZZ I• W 17' 18 RCP CL5 0 0.50% 00 ON 00�� VOco0) 0H COui Zp 5V 0>> > .)�mZ ZZ L `m" 18' 18 RCP CL5 0 0.50% STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH NAME TYPE SIZE CASTING OR NOTES EQUAL 202 CBMH 60" DIA. R-3067 V 203 CBMH 60" DIA. R-3067 V STORM STRUCTURE TABLE NOTES: 1. WATER TIGHT STRUCTURES A. STRUCTURE SHALL HAVE AN INTEGRAL BASE B. PIPE CONNECTION TO STRUCTURE WITH PRESS -SEAL WATER STOP GROUT RING OR APPROVED EQUAL. C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL MEETING ASTM-443 D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL MEETING ASTM-443. 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 NVGD88 930 925 915 r• • 02-ENG-118283-SHEET-STRM 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2019 Pioneer Engineering, P.A. \ / BASIN 1 P� NWL=910.00 0 4 1 D I D 930 925 920 915 910 905 OUTLET=910.75 HWL=912.23 WET VOL.=5.36 AC*FT STOR. VOL.=3.13 SAC*FT/ WETLAND A PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS STREET A (PRIVATE) U') r- O M U') 00 M c0 00 't (0 0)0 It M O KM It LO (.0 00 C) O u7 CO 00 00 00 rn C» rn rn rn 0) Cn C» rn rn �, C» C» rn Cn rn PVI STA: 2+44.00 PVI ELEV: 917.97 K: 99.48 _ LVC: 100.00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 50' OUTLOT 11' 32' B—B 11' rL 16' 16' 2.0% 4" TOPSOIL & SODJ SUITABLE BACKFILL MATERIAL a INSET A 3 2' B 2.0% 2.0% B612 CONCRETE CURB AND GUTTER INSET A 1.5" SPEC 2360 TYPE SP 9.5 WEARING COURSE (SPWEA240C) SPEC 2357 BITUMINOUS TACK COAT 2" SPEC 2360 TYPE SP 12.5 NON WEARING COURSE (SPNWB230C) 8" AGGREGATE BASE, CL 5 24" SELECT GRANULAR BORROW GEOTEXTILE FABRIC (AS DIRECTED BY ENGINEER) B PRIVATE STREET TYPICAL SECTION (N.T.S.) CURB LEGEND FO-8-.3-21 = GUTTER LINE ELEVATION FOR 8618 & B612 CURB 07.82 = BITUMINOUS ELEVATION = B612 CURB & GUTTER = B618 CURB & GUTTER = BITUMINOUS EDGE 2.0% 6" L 4" TOPSOIL & SOD 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF NORTH OF MAIN STREET EL=920.47 NVGD88 tM0 t NOj 00 O O6 0) 0) 0) 0 0) 0) O 0) 930 HIGH PT. STA: 2+43.79 HIGH PT ELEV: 917.85b 0 N r O r� + O J i W d N r- 0) J w 3+00 2+50 2+00 n C -- 1 + 50 PVI STA: 0+82.07 PVI ELEV: 917.16 K: 60.76 LVC: 100.00 LOW PT. STA: 1+01.66 LOW PT ELEV: 917,34r, 0 CV + CA W CL 1+00 0+50 M CA J w �@@ a 925 920 915 910 905 02-ENG-118283-SHEET-ROAD 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2019 Pioneer Engineering, P.A. PARCEL NUMBERS: 815-39269-000 UTILITY PROVIDERS PLANNING AND ZONING CITY OF LINO LAKES PLANNING DEPARTMENT 600 TOWN CENTER PARKWAY LINO LAKES, MN 550141 KATIE LARSEN KLARSEN@LINOLAKES.US 651-982-2426 ENGINEERING DEPARTMENT CITY OF LINO LAKES ENGINEERING DEPARTMENT 600 TOWN CENTER PARKWAY LINO LAKES, MN 550141 DIANE HANKEE DHANKEEOLINOLAKES.US 651-982-2430 STORM WATER CITY OF LINO LAKES PUBLIC WORKS DEPARTMENT 600 TOWN CENTER PARKWAY LINO LAKES, MN 55014 TIM PAYNE - TPAYNEOLINOLAKES.US 651-982-2455 GENERAL STATEMENT WATER/SEWER CITY OF LINO LAKES ENGINEERING DEPARTMENT 600 TOWN CENTER PARKWAY LINO LAKES, MN 550141 DIANE HANKEE DHANKEEOLINOLAKES.US 651-982-2430 FIRE MARSHAL CITY OF LINO LAKES PUBLIC SERVICE FIRE DIVISION 640 TOWN CENTER PARKWAY LINO LAKES, MN 550141 BRIAN FINKE - BFINKE@LINOLAKES.US 651-982-2464 ELECTRIC CONNEXUS ENERGY 14601 RAMSEY BLVD NW, RAMSEY MINNESOTA 55303 763-323-2650 THE PROJECT CONSISTS OF A t1.76 ACRE PARCEL THAT WILL BE DEVELOPED INTO A TIDAL WAVE AUTO SPA WITH ASSOCIATED PARKING, SELF SERVICE VACUUM STALLS AND UTILITY CONNECTIONS. THE SITE IS CURRENTLY UNDEVELOPED, NO BUILDINGS OBSERVED. FLOOD NOTE THE SUBJECT PROPERTY APPEARS TO LIE WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP NO. 27003C0370E, DATED DECEMBER 16, 2015, COMMUNITY PANEL NO. 2700150370E. THIS INFORMATION WAS OBTAINED FROM THE FEMA MAP SERVICE CENTER WEB SITE. BENCHMARK: (NAVD 88) 1.) TOP OF TOP NUT OF FIRE HYDRANT SOUTHWEST OF SOUTHWEST CORNER OF BUILDING UNDER CONSTRUCTION ELEVATION = 921.13 FEET 2.) TOP OF TOP NUT OF FIRST FIRE HYDRANT WEST OF OTTER LAKE ROAD ON THE NORTH SIDE OF SERVICE ROAD ELEVATION = 920.56 FEET EXISTING LEGEND CATCH BASIN o COMMUNICATION BOX ELECTRIC MANHOLE FIRE HYDRANT SILT FENCE -°HE— OVERHEAD ELECTRIC LINES 0 POWER POLE w— WATER LINE g WATER VALVE SANITARY MANHOLE —•— SANITARY SEWER STORM SEWER WATER SHUT OFF 0 TRAFFIC CONTROL SIGN — GAS LINE T— UNDERGROUND COMMUNICATION LINE NATURAL GAS CENTERPOINT ENERGY INC. 1240 W RIVER PKWY MINNEAPOLIS, MN 55454 612-321-4421 PROPOSED LEGEND PROPOSED BUILDING CONCRETE SIDEWALK PROPERTY LINE STD. 6" CONCRETE CURB PARKING SPACE COUNT WATER LINE SANITARY LINE ELECTRIC LINE GAS LINE STORM PIPE WATER TEE BLOW OFF GATE VALVE BACKFLOW PREVENTER WATER METER SANITARY MANHOLE TRANSFORMER STORM CATCH BASIN STORM MANHOLE PROPOSED CONTOUR EXISTING CONTOUR DIRECTION OF FLOW T W W E E td n N z DIETER r-j OO 0 430 - - - - 430 ---- 2.30% SITE DEVELOPMENT PLANS TIDAL WAVE AUTO SPA NWC OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 Centerville N Oircn st s ANOKA COUNTY � 4 SITE z �ill,ti �+er� il`. ,rrll M.I. St 6 c r LAND SURVEYOR SUNDE LAND SURVEYING 9001 EAST BLOOMINGTON FREEWAY (35W) SUITE 118 BLOOMINGTON, MN 55420 PHONE: 952-881-2455 !] SITE LOCATION MAP NOT TO SCALE OWNER / DEVELOPER BLINO LLC (IN CARE OF TYME PROPERTIES LLC) 3435 LABORE RD STE 150 VADNAIS HEIGHTS MN 55110-5147 PHONE: 651-330-2403 CIVIL ENGINEER BOWMAN CONSULTING GROUP LTD. ANDRES MIZRAHI 910 SE 17TH ST, SUITE 300 FORT LAUDERDALE, FL 3316 PHONE: 954-884-5262 EXT. 4442 Y r a Grvndhofef's GI Fashion MeaZ- �r !1 rf I HffjjrJJ� o f� r 1 � I� LANDSCAPE ARCHITECT BOWMAN CONSULTING GROUP LTD. PHIL WOLF 54 HORSEHILL ROAD CEDAR KNOLLS, NJ 07927 PHONE: (973) 359-8400 SHEET LIST TABLE SHEET NUMBER SHEET TITTLE C1.0 Cover Sheet C2.0 General Notes C3.0 Existing Conditions Plan C4.0 Demolition Plan C5.0 Site Plan C6.0 Grading and Drainage Plan C6.1 Existing Drainage Area Map C6.2 Proposed Drainage Area Map C7.0 Erosion Control Plan C7.1 Erosion Control Details C8.0 Utility Plan C9.0 Construction Details (1 of 4) C9.1 Construction Details (2 of 4) C9.2 Construction Details (3 of 4) C9.3 Construction Details (4 of 4) SITE TABULATIONS ZONING: BG (GENERAL BUSINESS) SITE AREA: 46,284 SF IMPERVIOUS AREA (POST): 33,316 SF OPEN SPACE REQUIRED: NO LESS THAN 25% TOTAL REQUIRED: 11,571 SF PROVIDED: 12,968 SF (28%) PARKING REQUIRED: 1 SPACE PER EMPLOYEE PROVIDED: 30 SPACES (2 HANDICAP SPACES) 0�0 Know what's below. Call before you d THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. co J o _ Z D_ � c o O C3 - c to .- O a) U a) c Cr m E E 3 o — m LL- O w a m rr a -a J �p J Q C fl O CO CO OY CD� <D J 0 U C3 (n o LL s= 0� D M C6 c C � E r 7 to a 0 0 C) o � J (d = ig: LL m 0 m O f- z D O VJ U <1 O w w Q Lu O C!) z z c0 Q o W L0 wQ zz _ C Q U LU Uj L.L F— Q W ::D J Q > Q or- J Ow LUO U> z Q O J LL J O Q U 0 z z � Lu Y Q J O z_ J 040069-01-015 PROJECT NUMBER a � C z W C G r J o y z n 4w 2 N _LL m m a W o � i c a c - aN W E �n w �T a`_ am ��n t-❑ PLAN STATUS DATE DESCRIPTION JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: February 1, 2022 FILE: 01-040069-01-015—COV.d C1.0 SHEET 21 N89'5355 "E 337.59 OWNER: BLINO, LLC n T T L0 U 0 � AGE AND UTILITY EASEMENT PLAT OF OTTER CROSSING 30.0' BUILDING SETBACK R15.0' rro, E I o 0o N 0 �� C/) z °' I W W II z LLI 0 r` UL 1r) I i z� ti Ali �d' 1 orn w N I I o L n O I CO LU +I U_ Z IL 71 To. 0 I a I� 0 5 6 N89'5355'E 530.00 ------------------------------------------- 30.0' R10.0' N89 05355 "E 178. 00 4 H 20 10 5 0 20 SITE INFORMATION: PARKING NOTE: I I !t; 111-20' ADDRESS: NWC OF OTTER LAKE AND MAIN STREET, PARKING PROVIDED: .h--------------- -------------- ----------- __ LINO LAKES, MINNESOTA 55038 28 VACUUM SPACES PROPERTY AREA: 1.063 ACRES +2 HANDICAPPED SPACES PROPERTY ZONING: BG - GENERAL BUSINESS 30 TOTAL SPACES CAR WASH STACKING PROVIDED: 12 STACKING SPACES DRIVEWAY EASEMENT PER BUILDING SETBACKS: 3o PARKING COUNT DOC. NO. 595340.003 LOCAL STREET (NORTH -REAR): 30' COLLECTOR OR ARTERIAL (SOUTH -FRONT): 40' PARKING LOT (EAST -SIDE): 15' 10' EXISTING PUBLIC UTILITY EASEMENT - SOUTH SITE LAYOUT AND STAKING NOTES 0o I 1. IF THE PLANS ARE NOT CLEAR OR DISCREPANCIES OCCUR, THE CONTRACTOR IS TO CONTACT BOWMAN 2 __________________________________________ _____ AT 312-614-0360 FOR CLARIFICATION IMMEDIATELY. o ,;_____-_,____a--^sa----------------- --T S a 2. ALL NORTHING AND EASTING ARE TO THE FACE OF CURB, EDGE OF BUILDING. c \\ \ /� d<' 3 l - - - - - - - - - - - - - - - - - - - - - - - - - - - - rir 3. CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN Uj 7 ��\ iii FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS. a 0. m - -- --------------------- ---------------------------------------------------------------- Q 4. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE WITH III III ,:'---------------------------- �� �� A MINIMUM TOPSOIL LAYER OF FOUR INCHES. 5. ALL STRIPING AND SIGNS SHALL CONFORM WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION. PARKING STALL STRIPPING TO BE R3.0' 18.0 i iii III A j�; WHITE WITH BLUE HANDICAPPED STRIPPING \ i 6. ALL HANDICAP PARKING SPACES AND ACCESSIBLE ROUTE SHALL CONFORM WITH THE AMERICAN WITH 19 DISABILITY ACT DESIGN GUIDELINES AND SPECIFICATIONS LATEST EDITION Ia i 0a 6 �► t If ✓ � I � n� t 18 C 38.0' 29.0' 29.0' 4 8 I I II � II I N I II I d' I NO I O I i . 10.0' BUILDING I i i SETBACK I �� I 19.0' 19.0' .0 I I 7. DIMENSIONS AND CURVE RADII ARE GIVEN TO FACE OF CURB, WHERE CURB AND GUTTER IS SHOWN. OTHERWISE DIMENSIONS ARE GIVEN TO THE EDGE OF PAVEMENT. CONTRACTOR IS TO COORDINATE WITH THE ARCHITECTURAL PLANS AS TO THE BUILDING LAYOUT AND DIMENSIONS. CID _s 8. ----I ALL DRIVEWAYS LEADING TO REFUSE CONTAINERS SHALL BE CONSTRUCTED OF 6" CONCRETE WITH A 2 <D 00 00 0 o MINIMUM OF 6" COMPACTED BASE. � o _ - a' C r> cv E Y - ---� i 9. ALL LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR TRAFFIC BY A STANDARD CONCRETE CURB 5 AND GUTTER. � o � �m 3: E 10. ALL SIGNS TO BE APPROVED BY THE CITY OF WILLMAR, MN. m i m o 11. PATCHING ALL EXISTING IMPROVED SURFACES SHALL MATCH EXISTING PAVEMENT CROSS SECTIONS. i OWNERi BLIND, LAC IIIHATCH LEGEND: o i 11LOT 1 i I i a i BOCK 1 i i i STANDARD DUTY Y iii T- I I I I CONCRETE SIDEWALK �--_ter • • III I j i i i i i CONCRETE PAVEMENT w w z 111 .r: I I I I I III I• •::• I I I I I III �•... ��;. I I I I I .' ..• ------��-----T--'1---------L--,--- :�_-•�_,._�__1 HEAVY DUTY I _ a - ` CONCRETE 3" HIGH ROLL CURB I III �..: .. .� '. ::.� :' . ': • 'g' • : ;' II r•,. •'• •: ?• :�: ; •" :::.....::' PAVEMENT Fr ------------------------------------------------------ PRE VS. POST DEVELOPED AREA I 14 PRE -DEVELOPED: 1.063 ACRES POST -DEVELOPED: 1.063 ACRES IMPERVIOUS AREA: 0.0 AC (0%) IMPERVIOUS AREA: f0.765 (33,316 SF) (72%) PERVIOUS AREA: 1.063 AC (100%) PERVIOUS AREA: f0.298 AC (12,968 SF) (28%) I I Q 5.0' 5.0' / 0' 19.01 III Ill III III O HANDICAP SIGN AND VAN ACCESSIBLE SIGN I I u1 1u ul 1n III III III III I f /I I III1 IuIIl IIInI IuIIl IIInI 2 HANDICAP STALL STRIPING (BLUE) I 1 ul In ul In I I III III III III i g0 9 O 24" WIDE WHITE STOP BAR STRIPING I I ul In ul In 1 2 I I III III III III III III III III 4 4" WIDE WHITE PARKING STALL STRIPING I R3.0' V I � R3.0' I I 1 ul In ul In 0 1 .0' 20 I I III III III III I 1 ul In ul In 1 III III III III O 24" STANDARD CURB & GUTTER 18.0' i 19 - - i i 24 ROLL CURB - - - 6 R5.0' ' I i i O STOP SIGN - 36"X36" R 10.0' R 10.0' I I I I I 5 R20.0' I � i O 38' X 121' VACUUM CANOPY SLOPING EASEMENT PER DOC. N0. 499617.001 I 24.0' I I I i�______________________________________________________________________________ 17 R20.0 18 0' 40.0 BUILDING I I I 14_________________________________________________________ O9 HANDICAP RAMP; CONSTRUCTION AT 1:12 MAXIMUM SLOPE (SHOWN PER PLAT OF OTTER CROSSING) I 19 3 SETBACK N LINE OF PARCEL 108, ANOKA COUNTY SILT FENCE I 13 7 ; HIGHWAY RIGHT-OF-WAY Z5--------------------------------------- 10 9' X 30' TRIPLE VACUUM SCREENING WITH VENDING ----------------------- ---------------------------- ---- 8 5 X 16 5 DUMPSTER ENCLOSURE -1---------------------------- 15.0' ----- -- -- -- -- 8.07 11 S88 022'05 "W • S SEE SHEET C9 0 lOJr. Bl ------------------------- - ---- ---------------� , » 12 PAY KIOSK O K ---- ---�"- --- PARCEL 10B S88 22 05 W 3 ---� 93 WASH EXIT LIGHT (SEE EQUIPMENT MANUFACTURER SPECIFICATIONS) SEE SHEET C9.1 DRAINAGE AND UTILITY EASEMENT FOR BOLLARD PLACEMENT PER PLAT OF OTTER CROSSING PYLON SIGN (PERMIT BY OTHERS) (SIGN LOCATION TO BE VERIFIED WITH APPROVED 14 SIGNAGE PACKAGE.) A SEPARATE SIGN PERMIT MUST BE SUBMITTED, REVIEWED, AND 0 RESTRICTED ACCESS PER _ O APPROVED PRIOR TO INSTALLATION OF ANY SIGNS ON PREMISES. _ _ -- PLAT OF OTTER CROSSING RIGHT OF- WA Y PLA T N0. DOC._N0. 498023.001) __ ___----- ___ ___ _AN__OKA COUNTY _ _ - 15 ATTENDANT BOOTH (SEE MANUFACTURER SPECIFICATIONS) ----------------------------_--_---_-------------__--_SS _______ -__ ___-_ �- f' L i T �•�� ----__-__------------------------------_ ------------------------------------_ -__----------_____----___- _ _ ---_________. 16 ENTRANCE DETAIL SEE SHEET C9.1 FOR WHEEL PULL DETAILS 17 C.S.A.H. N0. 14 EXIT DETAIL SEE SHEET C9.1 FOR WHEEL PULL DETAILS 18 134' X 19' VACUUM CANOPY (M A I N S T R E ET) 19 DO NOT ENTER SIGN 20 PROPOSED TRNASFORMER -------------------------------------- --------------- 21 CONNT. OM1-2 OBJECT MARKER PER FIGURE 3C-1 ---------------------------------------------- _________________ MUTCD STANDARDS ------- ---------- ------------___---_---------------------------------- -�------------------------------------------------ ---------__--:______________________-------------------------------------------------- -------------- -- -______-= O _ �_�------------�------------�----------�---- ---- �----------�---------- ` ---- --- ----------------------------- ----------------------------- --__--__--== O ------------------------- ANOKA COUNTY RIGH T-OF- WA PLAT N- ------------------------------------ A SEPARATE SIGN PERMIT MUST BE SUBMITTED, REVIEWED, AND APPROVED PRIOR TO INSTALLATION OF ANY SIGNS ON THE PREMISES. Lu O C!) z z c0 Q O 1 Q L0 z z Q C/) G QLU tl O U) LU � LU i- ~ Q U)� J J Q LU � � Z Q O 3: LL J 0 Q U 0 zz z 2 v� w Y Q J O z_ J 040069-01-015 PROJECT NUMBER e%`o z ro v J LU C p '- Z� N m E g w 2 d� xN mn o� �raeo 2 V n0 � 9 PLAN STATUS 0�0 Know what's below. DATE DESCRIPTION Call before you d /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: March 8, 2022 FILE: 05-040069-01-015-SIT.dwg SHEET C5.0 j x 913.6 ' 1V89 53 55 E D -� x 913 s 530.0 - - - _ x 9 �11 4 917.8 9174 x 914.2 xr9139 / x 915.�i �916.9 �► I 917.8 x 917.5 x 917.6 x 9 13.8 � 17 4 20 10 5 0 20 ____ ____________ 1-5 STORM CURB INLET ___------ _____ -., - ------------- ___�� ������ ���� ��------------- ---------------- RIM = 914.44 \ INV IN (18") = 911.80 lilld#2 +�\\` 1"=20' ± 30 LF 18" HDPE @ 0.00% - cb x 911.5 BC 915.76 I �9179 -t.916 a--------- _- 917.89176---_--___----- _ _ PROPOSED RIP RAP TO _ =�'ir� �'==�----------#----------------- - - - ----------------���-- PAVING, ---t_ -- X- =917.0CTTOEXISTINGCURBINLET DRIVEWAY EASEMENT PER GRADING, - - - - _ MATCH EXISTING GRADE AND DRAINAGE NOTES: x 8 e� - - - RIM=917.00 -•"" x° "�-a-a-e1-8 B INV OUT (18") = 912.00 M M DOC. N0. M595340.003 M \ - - I I � 0P-917 INV OUT (18")=911.80 1. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. \ - MS-1 MITERED END SECTION GE AND U T TY E SEM EN T x 911.8 ?�\ I 1 BC 917.47 1 c �l N V= 91 .2S \ 912 RIM=911.10 i LAT OF 0 CR SING \ ° 9 7.5 918.1x x 9177 x 9175 91; INV IN (18") = 910.00 -1-- - - ` x 9122 I 1 i x x 9 ' 9181 2. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE x 909.8 - _ �O - - 5 _ o - AN WITH CB - WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES. x 909.2 / / 910.E '� - �� BC 915.18 So BC 916 13\ x 912.1 \ 125 �o BC 917.34 N �' TOP=918.1 TOP= 917.3 I - - - - - - -3123� �, \ �\� I I V=912.1S BC917.69 INV=899.3 INV=913.1S 3 INV=911.8E,W INV= 12.1 ce--- - 3. MAXIMUM LONGITUDINAL SLOPE ON ALL ACCESSIBLE SIDEWALK SHALL BE 5.00%. ±29 LF 18"HDPE 6.17% - - - - - - - - - - - o -�� iS�---- / � / �sn� sari 5" RCP ST S-sna sna _ ____------ _ @ ±180LF18"HDPE@0.00/( / 1 x 917.9 /� 917.9 ------------ 917.6 91 .4 3 ll, 18.0 _ '' "� 1 / BC 917.29\\ /%%' �7 ____ �z ________ 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE THE SITE IS ADA ACCESSIBLE AS 1-1 STORM CURB INLET --- i �__�1.$.Q__,___ ,E%-�- - r4 5` 5✓ C 78 00 + 30 LF 18"HDPE @ 0.00% 917 d----}- S`-T-' 3 a 9�7.. / x 910.4 // /�x�2.1 I-4STORMCURBINLET .�.� RIM=915.09 now. BC916.33 �. REQUIRED BY FEDERAL, ATE AND LOCAL GOVERNMENT. / / RIM x 91 INV IN(18")=912.00 9124 x�g1�8 -x- - --„� // "�- RAL, ST / - ---�97 �914.1 - 917.8 9-T7���t -------�?r7`----- - - - - - - - - - - - - - - - - - - U ��910.0 ��/ / INVIN(18")=911.80 ------ - - ----- 0 �/ 918.1 / x 913.6 BC 916.38 ,��o BC 917.07 \ 8 / 12 RCP ST S INVOUT(18")=911.80BC 916.41 /l 917s 5. FINISH GRADE ELEVATIONS INDICATE TOP OF PAVEMENT FLOW LINE UNLESS OTHERWISE NOTED. �� MH-1 48" SDMH----------# --------------------------------------------------- ---- � / - INV OUT (18") = 911.80 ----- --�----� -- - 1 ; --- / • - MH 1 RIM =916.48 'I / 1V895355 E 337.5 I 1 �.2 ' ______________________ � 6. REFER TO DETAILS FOR PAVEMENT TYPICAL SECTION. ______ I I I I INV IN (18") = 912.00 x 917.9 �I �i %--------------------- -----; \\ ;------- - I BC 916.16 I BC 915.97 BC 916.17 IBC 916.40 j INV OUT (18") = 912.00 '1 918.2 \ \\ \ BC 916.83 Qo a o I INV OUT (18") = 912.00 II � \ d \ \ 912.1 / 1 \ I o\ o� BC916.51 a I \\\ x 914.0 �o�l 0 ^'� G 916.47 G 916.46 I I it' I�r ; `` \7. SITE SHALL BE GRADED UNIFORMLY FOR POSITIVE DRAINAGE AS SHOWN FROM THE ELEVATIONS, i x ,9+128 BC 916.67 �' BC 916.51 BC 916.51 / o\o I G 916.46 PROPOSED CONTOURS, AND THE DRAINAGE SLOPE ARROWS. � 1 � /- � BC916.51 I IILI. BC 916.44 I BC 916.36 BC 916.41 ± 76 LF 18" HDPE @ 0.00% \ I I I�'t 918.5 \ \\LJ�\ - 1 BC 916.33 11 1 \\\\= 8. MAXIMUM SIDEWALK CROSS SLOPE IS 2%. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5%. i^---- / BC916.56 I I \ 1 1 \\\ / 1 r _ - _ _ M I ' 1 �\ 1 MAXIMUM PAVEMENT SLOPE IN HANDICAP PARKING AREA AND AISLE IS 2%. MAXIMUM HANDICAP / \ BC 916.30 G 1 . N ' /' 1' I --%' RAMP SLOPE IS 12H:1 V. / \ I BC 916.66 G 916.56 9 6 56 ± 68 LF 18" HDPE @ 0.00% _:-_/ 18.1 \ VACUUM SCREE; I G 916.45/ h _---- / /1 I 914.0 BC 916.46 x 914.3 F.F.E. = 916.56 ------914.0 x 914.0 I G916.57 BC 916.11 jjj Cp / BC 916.91 G 916.501 6-4-11 BC 915.95 / I TOP= 91 G 916.06 G 916.06 /�� 11) / IN .1S,N UTILITY NOTES: I BC 917.03 __, /S° BC 916.37 � � ?o° ' I I 1 3 III II ------ 1 _________ I I ------ I ��--- I 1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON I I I I I 1 I BC915.35 I I I III I I I 1 , I ABOVE -GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES BC 917.17 1 I BC 916.58 BC 915.75 I I-2STORM CURB INLET ONLY. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS x 149 BC915.51 RIM=915.24 III I I I I I I INFORMATION. x 914.0 2.00 x 914.2 I ' 91�5 / 1 INVO T(1 "91912. III x 914.3 1 INV OUT (18") = 912.00 III BC 917.17 --- J BC 916.51 BC 915.49 I � III I �+ I III I I I 1 I 1 2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE 1 G917.17BC915.64 1 1 I iii ' ' ' ' ' ' MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES. 1 I OWNER: BLINO, LLC n BC915.79 0\0 1 A G 917.17 r o\o <b I III I I I ' OWNERi BLINO, LI�C BC 917.05 i I ' 3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE GOPHER STATE ONE �' I O I I I 'LOT 1 ' ' ' CALL AT 1 866 640 3637 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES 1 i BC 916.90 ✓ i r��U�I I 18'3 - ' 'OCK l MAY BE LOCATED AND PROTECTED. I U G 917.50 G 917.50 ��° I t I 11I I- O O 1�1 •=4 •` :.a: I I I I I I d' O 1 1 I I I I I 1 O :n I O/ /J 1 III I-----''-----T-r'1�----•.. :---L-- - - 4--+r- -,--1 �o I ' / I I ' III I • i.. ''r• •:s l • d• : ' • ' • , ' 4� •' .1 d'•i. : •�' • ' T . • :! y HATCH LEGEND: I (� 0 ~ BC 917.00 x 915.4 BC 915.64 I III h ..• ; .. ?..�. ` ' / x 914.1 x 914.4 x 914. I Z I ,� I ' II r•I: •e ,�' 1 0 ,LU LU 8_1 STANDARD DUTY z - - LLi o "� I " `-_ T BNiE� •' ..�. :L :r; • , d $ . p . CONCRETE SIDEWALK / 1 li r I ^� II 18.1 Ilir_______________________________________________________- CONCRETE PAVEMENT / 1 i O Cf)U_ I� so 's° ' � I I' 918. 1 I Zorn O� \ �° IQ I O II III11 _j 11 Lu \ \ J I O I, ` 'i' HEAVY DUTY CONCRETE 3" HIGH ROLL \\ O I cY) LU BC 916.90 �+ o \\ ' N I k `���1 PAVEMENT CURB \ O I m +1 ,i % I \ ' +' \ I (n G 917.50 G 917.50 \ \ 18.0 \\ x 914.1 x 914.2 I > G917.37 G917.37 914.� ' �1 \ I 0 / _, 915.22 1 2 1 \ r ' \ I p BC 916.46 7v^° 1 � I BC 916.42 � I �1 BC 916.27 �� I G917.17 p / BC 916.23 � III III III III 7 I I I III III III III p 6i I III III III III 7 \ I I I III III III III ��---- - G917.15 G 916.83 6° III III III III 13 STORM CURB INLE A G 916.86 � IT III III III III I 1 RIM = 915.07 III III III III G 916.36 BC 916.14 ✓ INV IN (18") = 912.00 111 1111 III III BC 916.33 I III III III III G 916.39 BC 916.12 BC 915.47 BC 915.25 I III III III III BC 916.36 I I III III III III x 913.8 __ BC 917.17 BC 915.70 1 )16.9 1 177 7.1(��� /%I BC 917 1 \�__/ x 913.8 1 1 a I BC 915.28 j x 913.8 I I 1 BC 916.27 BC 916.08 1 I o 1 • I 1 I 915.67 BC 915.46 BC 915.07 I I ' CB 1 TOP=917.0 BC 917.07 BC 916.30 I �12" RCP ST S INV= 91:>. 3E BC 917.00 - - - - - - - �j BC 916.73 / I 1 -INV =913 1 N =__---------------------------------------------------------------snot-� SLOPING EASEMENT PER DOC. NO. 499617.001 `� BC I I I �- _ STML ____1___DL___snE___sn�sr��-sawISM (SHOWN PER PLAT OF OTTER CROSSING) °-��_-------- BC916.55 1 BC915.82 �� i I� T5 N LINE OF PARCEL 108, ANOKA COUNTY SILT FENCE I , tIf-OHWAY RIGHT-OF-WAY Z5------------------------------ 913.1 - _~ y 9114 L T FMM: x 911.5 - 9iQ- _ - 913.1X ----- - x� - - - ��'� > -- --- -- ---- --- -- .� 6 L 10B ----- _ - - - - - ---- >�---.� -------- PAR ------- 22 05" -- _ �13�3 � II- --- S88 ' - - - _ ------»�--- W 3 - - - - - - _ J13- - - - - - x tz----------------- x 9� - - _ _ _ - .2 _ _ -2.6 - - - - - - - - 9 x x 914 9------------- - -- - �Ji3.8 - ----��E-_- OHE - - - --OHE _ - - -0HE - - - - - - OHE - - OHE - - _ - - - E - - - - - - - �hjE - 9flE- �)H OHE - - - _ OHE OHE OHE OHE _ - _ 9 -AH G'�AN_6_USJLLT_C-€4S€4E-PH - - - - - / - - - - _ _ _ _ - - - - -P-ER- P-L7AT- GF-OSIER-SP,0SSrF�ff - _ _ - - x 918.7 / _ ---�cTJ7T.P--� x 916.8------- x 916.7-------x -- -- ------------------ -- x � ----- x 917.4 x�7..8--- x 918.3 \ �919.1 x 919.5---� x \ _ '->�sn`1� RESTRICTED ACCESS PER 9168 916.7 x 9'6.7 -�s�'T r- 0918.2 --� ��PLAT OF OTTER CROSSING GHT_7 Or - WA Y PLA T 75 9179\== _-- � DOC._NO. 498023.001) -- _-,�917.3 : 171 _ --_- - ,4-NOKA COON T Y R _ 917.7 _ ���---- - - _ �___ - --=J"1L� 2----------- -- -����� --- -- OB sn�----5�---- TOP_ 31 _A_7 ---- � _----------- TOP=916.6 CB - - INV= 911.4E TOP=916.5 _ INV=912.6S - INV=911.3W INV= 911.7E INV=911.5S C S A H NO. 14 I INV=912.5W ---_---- ' c� 30 " RCP\SI S - - - _i.W v,--.1 LOW- - - - (MAIN STREET) -'�x9184 � x918.7 x 917.6 x 917.9 x 918.2 x 917.5 x 917.6 918.1 x I CB I _____________________________ \ TOP=917.6---------------- T--- __ ______ ---_ - - - - - - - - - - ------------------------------------------------� _ z = z -- y3.. ------------------------ ----_-------- --18 ------------ ---------918.2----------- J --mr ----------9 ®91$, - x 9'---------- x 918.9 8 9,1&C9- ------------------------- 918.5 \K���K 918.1 ----------- _ imm2%.1k 11-1= f � x 918.3----"-- ----- ------------ 913.5N 918.E TOP 918.3 x x 918.1 x 918.1 y x 918.2 �>� 8.3 - - ----- 12" R ST S V=,S x 918.1 x 918.6 x 918.4 918.2 0918.1 =a--aaa--=---------- --------------Y.3_-------------91&L--------------9IZa-------------918_0 ----- - 97 15" RCP ST S TOP=91 INV= 911.9 1.9N,S A NOKA COUN TY RIGH T OF- WA Y PLA T NO_ - ........ SPOT GRADE LEGEND: G 843.56 SPOT ELEVATION ME: 843.56 EXISTING GRADE TIE IN BC: 843.56 BOTTOM OF CURB 1. q SLOPE FLOW ARROW � J O- o m CO p•) 00 M � 00 E a J Q o M J L M O cd 7 N O U r O LU C/) C/) CZ d- Lo a)O -0 In c O C E: _C:) a cz m ILLm z D 0 W _ U a Y O a LU O cf) z z co J Q O Lo ' Q z Ln z Q � r� V J OLLJ C� LLJ F- ZD J Q LLj i, LJ O z Q 0 J LL J O 2020 z II-__ z LU Y a J 0 z J 040069-01-015 PROJECT NUMBER `o Lu ro N r y2 g N z E a�= W2 d � x Z. mn o Or c r C m 2 Wwi y d o ` R y.• G w � a v 5 o; a! cue, a` _ c�v Nin F't� PLAN STATUS 0�0 o a�� Know what's beIow. DATE DESCRIPTION Call before you dig. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 00, BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: March 8, 2022 FILE: 06-040069-01-015-GRD.dw SHEET C6.0 8"X2"TEE AND 2" GATE VALVE \ - CONSTRUCT CAP \ WITH 2" BLOW OFF CONTRACTOR TO - - PLUG AND CAPSEWER '�'-8M�••'-e e _ SANITARY BOUTT AGE AND UY F SE ENT \ INV. EL.=899.34' LAT OF 0 CR SI G OF R-35) 0% -� C-0 - PLUG & CAP INV ' - 91 rl - ME ER ME ER L 2" SERVICE LINE ±32 LF -PVC PIPE N89 5355 "E 530.00 -- --------------------------------------------------- T---�- I t / ,6W#2 8 NE WATER PIPE CONNECT TO EXISTING 8" k DIP WATER MAIN ) `I' ( I i-0 8"X8"TEE - ew:� ewe exv� ewe ew: ew nw� ewe envy exu� ew:� ew:� ewe I I \ I I CONTRACTOR TO COORDINATE WITH LOCAL UTILITY PROVIDER- / MEP ENGINEER ON WATER TAP CONNECTION AND INSTALL- i 1 -%4" IRRIGATION WATER METER IN BOX N89 535 1 - %4' BACKFLOW PREVENTER FOR IRRIGATION USE I I CONTRACTOR TO COORDINATE WITH LOCAL UTILITY PROVIDER MEP ENGINEER ON WATER TAP CONNECTION AND INSTALL I � 1 - 1 5" DOMESTIC WATER METER 1 - 1.5" BACKFLOW PREVENTER FOR DOMESTIC SERVICE m - / / / I I OWNER: BLINO, LLC n I N 0 I U L 0 I ±115' OF SDMH-1 8" PVC (SDR-3J \ SANITARY DROP MANHOLE @ 0.5n% RIM:915.45 INV (E) = 899.92 INV (W) = 899.92 ,a7 INV(S)=910.50 ---� / LO M 1) fo O o co u) o VACUUM SCREEN F.F.E. = 916.56 C-1 CLEANOUT INV (N) = 911.50 INV (S) = 911.50 0 11 ---------- +ri\� 20 10 5 0 20 1 "= 20' ------------------------ SITE INFORMATION: ADDRESS: NWC OF OTTER LAKE AND MAIN STREET, LINO LAKES, MINNESOTA 55038 PROPERTY AREA: 1.063 ACRES PROPERTY ZONING: BG - GENERAL BUSINESS e�;==---------- _-_-_----- BUILDING SETBACKS: ----------- - X-1 DRIVEWAY EASEMENT PER - LOCAL STREET (NORTH -REAR): 30' CONNECT TO EXISTING SANITARY STUB OUT M M DOC. NO. M595340.003 M COLLECTOR OR ARTERIAL (SOUTH -FRONT): 40' INV (W) = 899.35 PARKING LOT (EAST -SIDE): 15' Ss \ �SAN TOP=918.1 INV= 899.3 - 1 �J iS,% ;5----------------------------------------- ,•-�___--- _-_--------------z------------ - r � I \ N ;;______ ir1 -111 UTILITY NOTES 1. REFERENCE THE GRADING AND DRAINAGE SHEET C5.0 FOR ALL STORM DESIGN DETAILS. 2. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS INFORMATION. 3. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES. 4. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO ARKANSAS ONE CALL PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE LOCATED AND PROTECTED. 5. A 10 FOOT HORIZONTAL AND 18 INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN SANITARY SEWER LINES AND ANY WATER OR STORM LINES. WATER OR STORM LINES SHALL BE ABOVE ANY SANITARY LINES. 6. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM OF 1% SLOPE UNLESS OTHERWISE NOTED 7. FOR ANY WORK IN ARKANSAS DOT RIGHT-OF-WAY, AN ENCROACHMENT AND/OR UTILITY PERMIT MAY BE REQUIRED. 8. ALL METERS, VALVES, AND BACKFLOW PREVENTORS ARE TO BE IN COMPLIANCE WITH THE CITY OF HOT SPRINGS REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL. 9. ADJUST ALL TOP OF STRUCTURES ELEVATIONS (MANHOLES, CLEANOUTS, VALVE BOXES) TO FINISH GRADE ELEVATIONS 10. ALL SANITARY SEWER WORK MUST BE IN ACCORDANCE WITH THE CITY OF HOT SPRINGS STANDARDS AND SPECIFICATIONS. 11. LOCATOR WIRE AND DETECTOR TAPE ARE REQUIRED ON ALL SEWER LINES. PROPOSED LEGEND WATER LINE W W SANITARY LINE ELECTRIC LINE E E III d.t . . a. v w.' • • -•ac-. ,'. .:t GAS LINE III F•'i:: '•r• j. `: ,•..�•. •' :•t '.•. �•'� •d .•�, .� • f y G G G G III •e' . ' •. W I I ( ) PROPOSED WYE II .. • , . •• ' . I 6 PVC SDR-35 I I II a•I.'.•e,; .+ .. . A.,. ,. I*, � ,.:::i'�..•; ..�•:.� z W , 1.00°r° I I I \ II °'SA '4 ... e. . ''_ :'• a'.. STORM PIPE - I LJ I °� INV (N) = 912.13 - w ..• •• ' .'r,. ,••: :..' ..... '..f I I r` I INV (SW) = 912.13 I I I I I III j Fr___ / INV (S) = 912.13 I I N WATER TEE td z r' I /I I I O li '1i BLOW OFF n \ CINL Ln ±TOF \ O I M LLj , �, 66"" PVC %SDR-35) I (� i `:) GATE VALVE ►� O I m +I \ �� = LL 6" I i \ I 6" PVV C-3 BACKFLOW PREVENTERC (SDR-35) CLEANOUT \ I Q @ 1.00% I INV NE \ ( > = 912.20 /I i i WATER METER ME® I INV (W) = 912.20 \ m I/ II SANITARY MANHOLE c 5 /� N I/ I I r/1 ���� ai ���� TRANSFORMER U I/ I I I I Ili III III III •❑T \ \ PROPOSED BUILDING CONNECTION 0 +1CL/ I I III III III III INV (E) = 912.43 I II) iii iii STORM CATCH BASIN LU11LU11 f I I I I ul In ul In _ -914 O ' I III III III III STORM MANHOLE C-6 I I II III III III III 0 /' I I u1 In ul In PROPOSED WYE /{ I I I I III III III III INV (N) = 912.65 \ % I I III III III III PROPOSED CONTOUR 430 ±31' OF I I I I III III II 1 III INV (SW) = 912.65 III III C 8 6" PVC (SDR-35) / I I I III III III III PROPOSED TANK CONNECTION @ 1.00% ±7' OF I I III III III III EXISTING CONTOUR - - - - 430 - - - - INV (E) = 913.03 6" PVC (SDR-35) I I I III III III III 1.00°r° @ 1 III III I I 2.30% _------__ - c 7 DIRECTION OF FLOW 1 1 1 CLEANOUT I ❑T I \ \\ I I INV (NE) = 912.72 INV (W) = 912.72 T \ I 1 1 ELECTRIC TRANSFORMER 1 WITH SERVICE CONDUIT TO ------ - J 10.0' PROPOSED I I BUILDING � I SLOPING EASEMENT PER D 0 C. NO. 499617.001 ELECTRIC EASEMENT \ 1 I ------------------ _________-_--------------------------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--- (SHOWN PER PLAT OF OTTER CROSSING) \ I I I -N LINE OF PARCEL 1013, ANOKA COUNTY SILT FENCE I I I \\I H1 G-HWAY RIGHT-OF-WAY_PLAT_W0---Z5--------------------------------------- I--- ------------------------------ - - - 912- _ - - x --- X-_----- X --------------------- -- ° - - - - - - - -- - - -- -- -- ----- - - - -- ---------- --- PAR ------- „� -------__-_- - ------------- EL -------913---- --- ---------- -- _ - ---------------- ------ - _----- - 914 _ --- - OHE - ---� -915 OHE - -ellE _ - - -OHE - - - - _ _ OHE OHE E - - - - _ - - - - �tlE -- �H vHe _ OHE OHE OHE OHE- ------------- _ BSAH-AG�A1Q_6_UJl1T-C-EASEMt ENT----_-___- --- --------916------ - - - - - - --------------P-EF�-PLAT gF_O�TER--CI�SR+6- RESTRICTED ACCESS PER _ ---------- ------ '�------------- � � .001-- 17_ - PLAT OF OTTER CROSSING GH T_ _ WA Y PLA T NO. 75 \ __(DOC._N0. 498023 - - - - ANOKA COUNTY Rl _ _ __-_ __-----_=_____ = ==------__------� ____ ___ - -���- ------------------ ____--- ... ... - - - - - - - - - - - - - - - - - - ----------__------ ----==___-------- -------------------- - -917 - ---___ _----' C.S.A.H. No. 14 (MAIN STREET) \ ' / ------------------- ------------------------------------ \-------------------------------------------------------- T--------------------------------_ - - - - - _ - - - - - - - ----------------------------------------------- -----------_ ---------- ---- -------------------------------------------------------------------- --- w=�a�ii��iiiSesl�lf!=!i!! 91 USSf=��'�«Ci;�CiC---------------- -�z� 918 u w 2" SERVICE LINE °L - - - - - ±107 LF - PVC PIPE 3 I I / m 8" DIP FIRE SERVICE mJ � I Al I I ^ WATER SERVICE CONNECTION TO BUILDING I (SEE MEP PLANS FOR CONTINUATION) I f I m ✓; I, 7-4 CLEANOUT N i O O LO I, INV (E) = 912.39 INV (W) = 912.39 1 1- 00' C\4 I I (n / Z 0') +19' OF ±63' OF 6" PVC (SDR-35) a 1.00% ................. . ..... ----------------------------------------- ANOKA COUNTY RIGHT-OF-WAY PLAT N0. 6._ I--------- -------- I I I I I I I OWNER, BLINO, LI C ;LOT 1 4OCK 1 ---- ��- I I - -T-- 1-- I I -------L-- I I - -�--�- 1 I -�--- CONTRACTOR MUST REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF ALL OUTSIDE DOORS AND BUILDING UTILITIES. CONTRACTOR MUST COORDINATE ALL UTILITY CONNECTIONS SUCH AS ELECTRIC, GAS, CABLE, TELEPHONE, WATER, SANITARY SEWER, STORM DRAINAGE WITH UTILITY PROVIDER. CONTRACTOR MUST CONFIRM EXACT LOCATION OF ALL PIPES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE DISCREPANCIES WITH THE PLANS. 00 co � o J z Q � C 2 O c o a)U c � - mLL O w m Cz a J (.0 J Q 24J � U CC oLL _ (n r LU ( CD_ 6n o co � M M J 0-Fz� -0 J oo V OP M UT,p a c E: 0 C cz C5 0 a� Y � o ccz E 00 z 0 U Q W 0 LULU z Q w J O Cl) z z c0 J Q O LO z ' Q LO z z Q � Q O LU Cj) w �e Q � J � Q J w LU 0 � � Z Q 0 LL J 0 Q U 0 z z C LU Y Q J 0 z_ J I 040069-01-015 I PROJECT NUMBER 1 PLAN STATUS 1 0�0 Know what's below. DATE DESCRIPTION Call before you dig. /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: March 8, 2022 FILE: 09-040069-01-015-UTP.dw SHEET C8.0 1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 I12 J H G F E D C ARCHITECTURAL SITE PLAN 1/16" =1'-0" B 00 N N O N PROPERTY LINE GRAY AREA INDICATES SNOV RADIANT HEATED CON( COORDINATE WITF DOWNSPOUT TO S' TYPICAL OF 11 MAIN STREET NO M A I1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 I12 J H G F E D C B A Copyright 2021 REZTARK DESIGN STUDIO, LLC ARCHITECT rezt rk REZTARK DESIGN STUDIO, LLC 601 MAIN STREET, SUITE 200 CINCINNATI, OH 45202 513.233.3333 PROJECT TIDAL WAVEN AUTO -A TIDAL WAVE AUTO SPA NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 CLIENT NEW POTATO CREEK HOLDINGS, LLC 124 E. THOMPSON STREET TOMASTON, GA 30286 CONSULTANT STRUCTURAL THORSON BAKER + ASSOCIATES 2055 READING ROAD, SUITE 280 CINCINNATI, OH 45202 513.579.8200 M.E.P. KLH ENGINEERING 1538 ALEXANDRIA PIKE, STE 11 FORT THOMAS, KY 41075 614.603.2662 CIVIL (UNDER SEPARATE OWNER CONTRACT) BOWMAN CONSULTING GROUP, LTD 954.314.8481 SEAL *fit%jttttfr•i .,� ��..m LIC +. • A IT El �c--�. • ,ram-,.__....,�._.. � __ ..__y. i. �••••• ief dye ii•il �� PROJECT REVISIONS ISSUED: 03/14/22 REVISED: ® DATE DESCRIPTION PROJECT INFORMATION TIDAL WAVE AUTO SPA ADDRESS: NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 PROJ. NO: 21084 DRAWN BY: MLG CHECKED BY: IMR SHEET SIZE: 30" x 42" SHEET TITLE & NUMBER ARCHITECTURAL SITE PLAN 1 I2 I3 I4 I5 I6 �7 I8 I9 10 11 I12 J H G c23 A803 F E D C B Q 0 c� w N N O N Lo OVERALL FLOOR PLAN 3/16" = V-0" EXTERIOR MATERIAL LEGEND MARK ITEM ST-1 SPLITFACE BLOCK VENEER MFR ECHELON/OLD CASTLE FINISH STYLE TAN OAK SPLITFACE NOTES 8"H X 161 X 4" (NOMINAL) MARK ST-2 ITEM CAST STONE WATERTABLE MFR BORAL FINISH WHITE STYLE _"►L: .,'' NOTES 7 5/8" H X 5 5/8" D X 4'-0" L }" *4r +. WITH 45 DEGREE BEVEL AND DRIP AP" t l j MARK ST-3 :ITEM THIN -SET STONE VENEER fj MFR CENTURION STONE FINISH GRAY, RUST, TAN STYLE KENTUCKYLEDGESTONE f r NOTES - �3) A803 MARK PT-1 ITEM EXTERIOR PAINT MFR SHERWIN WILLIAMS FINISH SW 9102 QUINOA STYLE ELASTOMERIC NOTES LOUVERS & MISC. METAL ITEMS ON EIFS/ STUCCO PROVIDE CUSTOM COLOR EIFS/ STUCCO TO MATCH PT-1 MARK PT-2 ITEM EXTERIOR PAINT MFR SHERWIN WILLIAMS FINISH SW 2735 ROCKWEED STYLE METAL NOTES ALL HIM DOORS AND FRAMES MARK PT-3 ITEM EXTERIOR PAINT MFR - FINISH - STYLE STEEL NOTES ALL EXPOSED STRUCTURALSTEEL, TRUSSES, COLUMNS 9L - V MARK ITEM GL-1 INSULATED GLAZING MFR KAWNEER FINISH CLEAR STYLE SMOOTH NOTES STOREFRONT GLAZING MARK RF-1 ITEM METAL ROOF R-PANELS MFR BERRIDGE FINISH REGAL BLUE STYLE PRE -FINISHED NOTES PRE -FINISHED METAL ROOF & ACCESSORIES MARK RF-2 ITEM METAL ROOF L-PANEL 0111111110- MFR BERRIDGE FINISH REGAL BLUE STYLE PRE -FINISHED, SMOOTH NOTES PRE -FINISHED METAL TRIM, SOFFIT & ACCESSORIES PERFORATED WHERE INDICATED 513 A803 co M �21 --o 1 EXTERIOR & INTERIOR FINISHES MARK ITEM FINISH/COLOR DESCRIPTION MODEL/CODE MFR >- ST 1 SPLITFACE BLOCK VENEER TAN OAK 8"H X 161 X 4" (NOMINAL) --- ECHELON / OLD CASTLE z o ST 2 CAST STONE WATERTABLE WHITE (VELLUM) 2.5"H X 181 X 5"D - DEPTH IS CUSTOM, VERIFY IN FIELD PRIOR TO FABRICATION --- BORAL/ CULTURED STONE ST 3 THIN -SET STONE VENEER GRAY, RUST, TAN KENTUCKY LEDGESTONE --- CENTURION STONE CT 1 CERAMIC TILE COLOR BY OWNER CERAMIC TILE FOR RR WALLS --- --- MR 1 MOISTURE RESISTANT PANEL - WALL WHITE WALL PANELS PER ROOM FINISH SCHEDULE #P2400 E.P.I. MR 2 MOISTURE RESISTANT PANEL - CEILING WHITE CEILING PANELS PER ROOM FINISH SCHEDULE #P1600 J PT 1 EXTERIOR ELASTOMERIC PAINT QUINOA ALL EIFS/ STUCCO, & LOUVERS ON EIFS/ STUCCO SW 9102 SHERWIN WILLIAMS PT 1A INTERIOR PAINT AT RESTROOMS AND OPERATOR BOOTH QUINOA PAINTED CMU IN RESTROOM ABOVE CERAMIC TILE SW 9102 SHERWIN WILLIAMS PT 2 EXTERIOR PAINT FOR METAL ROCKWEED ALL HIM DOORS AND FRAMES SW 2735 SHERWIN WILLIAMS PT 3 PRE -FINISHED STEEL INTERIOR & EXTERIOR BLACK ALL EXPOSED STRUCTURAL STEEL, TRUSSES, COLUMNS KEM 4000 SHERWIN WILLIAMS SF 1 STOREFRONT BRONZE STOREFRONT FRAMES EXTERIOR INSTALL US 10B KAWNEER N GL 1 INSULATED GLAZING CLEAR STOREFRONT GLAZING (EXTERIOR INSTALL) --- KAWNEER GL 1 INSULATED GLAZING SPANDREL STOREFRONT GLAZING EXTERIOR INSTALL --- KAWNEER RF 1 PRE -FINISHED METAL ROOF & ACCESSORIES REGAL BLUE PRE -FINISHED METAL ROOF PANELS. --- BERRIDGE o MT 1 PRE -FINISHED METAL TRIMS & ACCESSORIES REGAL BLUE PRE -FINISHED SOFFIT, FASCIA, FLASHING, GUTTERS, DOWNSPOUTS TO MATCH ROOF PANELS. D.S. TO MATCH ADJACENT WALL FINISH WHERE INDICATED --- BERRIDGE NOTE: ALL FINISHES ARE BASIS OF DESIGN. EQUIVALENT SUBSTITUTIONS PERMITTED UPON OWNER AND ARCHITECT APPROVAL. ROOM FINISH SCHEDULE NAME FLOOR BASE WALLS CEILING REMARKS ELECTRICAL ROOM BROOM FINISHED SLAB NONE EXPOSED CMU PAINTED GYP 12' A.F.F. CMU INTERIOR WALLS OVER 6" STL FRAMING PER UL ENTRY BROOM FINISHED SLAB NONE M.R. PANELS - SEE M.R. PANELS OVER REFER TO M.R. INSTALLATION INSTRUCTIONS FOR PANEL INSTALL ON REMARKS PURLIN APPLICABLE WALL SUBSTRATE. EQUIPMENT ROOM BROOM FINISHED SLAB NONE EXPOSED CMU M.R. PANELS OVER 10' A.F.F. CMU INTERIOR WALLS PURLIN MECHANICAL ROOM BROOM FINISHED SLAB NONE EXPOSED CMU M.R. PANELS OVER 10' A.F.F. CMU INTERIOR WALLS PURLIN OPERATOR BOOTH RUSTOLEUM 2 PART EPDXY NONE PAINTED CMU M.R. PANELS OVER W/ COLOR FLAKES SW 9102 PURLIN RESTROOM CERAMIC TILE CERAMIC TILE SEE REMARKS M.R. PANELS OVER CERAMIC TILE TO RUN FULL HEIGHT AT PLUMBING WALL; 5' HIGH AT OTHER SANITARY COVE METAL FRAMING WALLS W/ PAINTED CMU ABOVE SW 9102. TILE SELECTION BY TIDAL WAVE CORP. TILE INSTALLATION TCA W244 OVER CEMENTITIOUS BACKER BOARD. PROVIDE S.S. SCHLUTER TRIMS AT EXPOSED EDGES. 10' A.F.F. CMU INTERIOR WALLS WASH TUNNEL BROOM FINISHED SLAB NONE M.R. PANELS - SEE M.R. PANELS OVER REFER TO M.R. INSTALLATION INSTRUCTIONS FOR PANEL INSTALL ON REMARKS PURLINS APPLICABLE WALL SUBSTRATE. NOTES: ANY MATERIALS NOT CALLED OUT ON THIS SET OF DRAWINGS TO BE SELECTED AND APPROVED BY TIDAL WAVE CORP. AUXILIARY BUILDINGS: REFER TO APPLICABLE PLANS FOR ADDITIONAL INFORMATION co A I1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 I12 J H G F E D C B A Copyright 2021 REZTARK DESIGN STUDIO, LLC ARCHITECT rezt rk REZTARK DESIGN STUDIO, LLC 601 MAIN STREET, SUITE 200 CINCINNATI, OH 45202 513.233.3333 PROJECT TIDAL WAYEj j, AUTO SPA TIDAL WAVE AUTO SPA NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 CLIENT NEW POTATO CREEK HOLDINGS, LLC 124 E. THOMPSON STREET TOMASTON, GA 30286 CONSULTANT STRUCTURAL THORSON BAKER + ASSOCIATES 2055 READING ROAD, SUITE 280 CINCINNATI, OH 45202 513.579.8200 M.E.P. KLH ENGINEERING 1538 ALEXANDRIA PIKE, STE 11 FORT THOMAS, KY 41075 614.603.2662 CIVIL (UNDER SEPARATE OWNER CONTRACT) BOWMAN CONSULTING GROUP, LTD 954.314.8481 SEAL O� V O O PROJECT REVISIONS ISSUED: 10/01/21 REVISED: ® DATE DESCRIPTION PROJECT INFORMATION TIDAL WAVE AUTO SPA ADDRESS: NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 PROJ. NO: 21084 DRAWN BY: GAW CHECKED BY: CLK SHEET SIZE: 30" x 42" SHEET TITLE & NUMBER FLOOR PLAN & FINISHES 1 I2 I3 �4 �5 �6 �7 �8 I9 10 11 �12 J H G F E D C B Q co 0 co N N O N co A WEST ELEVATION 3/16" = 1'-0" 82.0% GLAZING 0.0% EIFS 2.5% CONCRETE BLOCK VENEER 6.5% STONE VENEER 10.0% METAL (OVERHEAD DOOR) 5 T 3 2.1 2 1 1 2 2.1 3 4 5 I I I I I I I I I I I I I I I I I NORTH ELEVATION — ENTRY 3/16" = V-0" r/ ROOF 19'-91/8" 'TRUSS 4VE BY TUNNEL All 0'-0" 5.4% GLAZING 23.0% EIFS 16.8% CONCRETE BLOCK VENEER 28.4% STONE VENEER 26.4% METAL (OVERHEAD DOOR) SOUTH ELEVATION — EXIT 3/16" = 1'-0" T/ ROOF 19, - 9118" B/ ROOF TRUSS 14'-0" T/ CONC @ TUNNEL 0'-0" 4.0% GLAZING 29.0% EIFS 12.4% CONCRETE BLOCK VENEER 24.5% STONE VENEER 30.0% METAL (OVERHEAD DOOR) A CA..1 B (BB.1 D D.1 U E.1 F G G.2 H' 1 J K L I I I I I I I I I I I I I I � I T/ ROOF 19'-91/8" B/ ROOF TRUSS 14'-0" Tcl I) cl � G.2 CGO CIF) CE. 1) E D.1 D CB. 1CB� I 42.0% GLAZING 20.0% EIFS 13.0% CONCRETE BLOCK VENEER 1 EAST ELEVATION 8.0% METAL TAL (OVERHEAD DOOR) 3/16" = 1'-0" T/ ROOF 1 /8" ISS 0" JEL 41, T/ CONC @ TUNNEL 0'-0" J H G F E D C B A Copyright 2021 REZTARK DESIGN STUDIO, LLC ARCHITECT rezt rk REZTARK DESIGN STUDIO, LLC 601 MAIN STREET, SUITE 200 CINCINNATI, OH 45202 513.233.3333 PROJECT TIDAL WAYEj j, AUTO SPA TIDAL WAVE AUTO SPA NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 CLIENT NEW POTATO CREEK HOLDINGS, LLC 124 E. THOMPSON STREET TOMASTON, GA 30286 CONSULTANT STRUCTURAL THORSON BAKER + ASSOCIATES 2055 READING ROAD, SUITE 280 CINCINNATI, OH 45202 513.579.8200 M.E.P. KLH ENGINEERING 1538 ALEXANDRIA PIKE, STE 11 FORT THOMAS, KY 41075 614.603.2662 CIVIL (UNDER SEPARATE OWNER CONTRACT) BOWMAN CONSULTING GROUP, LTD 954.314.8481 SEAL �O O O PROJECT REVISIONS ISSUED: 03/14/2022 REVISED: ® DATE DESCRIPTION PROJECT INFORMATION TIDAL WAVE AUTO SPA ADDRESS: NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 PROJ. NO: 21084 DRAWN BY: Author CHECKED BY: Checker SHEET SIZE: 30" x 42" SHEET TITLE & NUMBER COLOR ELEVATIONS A803 I1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 �12 1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 �12 J H G F E D C B Q co N co co N N O N Lo co A PAY STATION ELEVATION 1 1 /4" = 1'-0" I PAY STATION ELEVATION 2 VACUUM BUILDING ELEVATION 1 1 /4" = 1'-0" VACUUM BUILDING ELEVATION 2 1 /4" = 1'-0" � VACUUM BUILDING ELEVATION 3 B/ROOF TRUSS (VACU U M 8' - 8" \ 0 T/CONC 0'-0" B/ROOF TRUSS(VACUUM) 8'-8'-" T/ CONC 0'-0" - TRUSS ACUUM 8'-8" TRASH ENCLOSURE ELEVATION 1 1 /4" = 1'-0" TRASH ENCLOSURE ELEVATION 2 1 /4" = 1'-0" /GONG 0'-0" 00 TRASH ENCLOSURE ELEVATION 3 1 /4" = 1'-0" �01 1 /4" = 1'-0" �01 1 /4" = 1'-0" 14'-4" 24' - 0" DASHED LINE INDICATES ROOF ABOVE 3 9' - 0" 6-1 0" 9' 0" A804 3' - 0" 3' - 0" SOLID LINE INDICATES D.S. WATER TABLE O 8 I SLOPE 6 5-0 4 PREFABRICATED BARRIER GATE APAY STATION I 2' - 0" 13' - 4" 4' 8" 2' - 6" 2' 6" I w 2'-4" � BOOTH. VENEER I _ - O TO MATCH MAIN (E I �' O 4A cn TRH CAR WASH I VACUUM 4BUILDING I ENCLOSURE VENDING I A420 ENCLC STEEL BUILDING STRUCTURE, O CAMERA CAMERA o C1 O I + L PAINT PRIMARY STEEL FRAMES, - I I I a' HORIZONTAL BEAMS, AND WIND SOLID LINE I I 10'-6" BRACES. DO NOT PAINT ROOF r° I INDICATES STONE PURLINS OR UNDERSIDE OF DECK IL VENEER I I I T100 T 001 CONTROL BOX WITH PAY KIOSK. I 2'-0" CL 16'-0" (L 2'-0" 1'-0" 3'-0" 1'-0' ACCESS DOOR COORDINATE PAY KIOSK. COORDINATE LOCATION OF PAY LOCATION OF PAY KIOSK KIOSK WITH OWNER — — — — WITH OWNER I LINE OF CANOPY — — — — — — ROOF 20' - 0" 5' 0" D.S. ----- ----- O GROUND SIGN 16' - 6" A804 CONCRETE ISLAND, SEE CIVIL K'__80 VACUUM PLAN K-40 TRASH -PLAN 1 /4" = 1'-0" PAY STATION - PLAN 3/16" = 1'-0" 1 /4" = 1'-0" T/CMULTRASH 8'-0" T/ CONIC 0'-0" T/CMU(TRASH) 8'-0'-" T/GONG 0'-0" T/CMU(TRASH) AJIL 8'-0�-W T/CONC 0'-0" J H G F E D C B ARCHITECT rezt rk REZTARK ARCHITECTURE PC, INC. 601 MAIN STREET, SUITE 200 CINCINNATI, OHIO 45202 513.233.3333 PROJECT TIDAL j, WAYEj AUTO SPA TIDAL WAVE AUTO SPA NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 CLIENT NEW POTATO CREEK HOLDINGS, LLC 124 E. THOMPSON STREEET TOMASTON, GA 30286 CONSULTANT STRUCTURAL M.E.P. CIVIL SEAL co PROJECT REVISIONS ISSUED: 03/14/2022 REVISED: ® DATE DESCRIPTION PROJECT INFORMATION TIDAL WAVE AUTOSPA ADDRESS: NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 PROJ. NO: 21084 DRAWN BY: Author CHECKED BY: Checker SHEET SIZE: 30" x 42" SHEET TITLE & NUMBER COLOR ELEVATIONS - AUXILIARY BUILDING A804 A Copyright 2021 REZTARK ARCHITECTURE PC, INC. 1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 �12 I1 2 3 4 I5 I6 I7 I8 I9 10 11 I12 J H G F E D C B 73 Q M N cc cc N N 0 N Ln M DOUBLE VACUUM CANOPY FRONT ELEVATION 1 /4" = 1'-0" DOUBLE VACUUM CANOPY SIDE ELEVATION 1 /4" = 1'-0" SINGLE VACUUM CANOPY SIDE ELEVATION 1 /8" = 1'-0" SINGLE VACUUM CANOPY FRONT ELEVATION 1 /4" = 1'-0" T/COL - VAC CANOPY 10'-0" T/ CONC 0'-oil T/COL - VAC CANOPY 10'-0" T/ CONC 0'-01, 1L - VAC CANOPY 10'-0" T- CON 0'-Oil J H G F E D C B ARCHITECT rezt rk REZTARK ARCHITECTURE PC, INC. 601 MAIN STREET, SUITE 200 CINCINNATI, OHIO 45202 513.233.3333 PROJECT TIDA L 6 WAYEj TIDAL WAVE AUTO SPA NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 CLIENT NEW POTATO CREEK HOLDINGS, LLC 124 E. THOMPSON STREEET TOMASTON, GA 30286 CONSULTANT STRUCTURAL M.E.P. CIVIL SEAL co PROJECT REVISIONS ISSUED: 03/14/2022 REVISED: A DATE DESCRIPTION PROJECT INFORMATION TIDAL WAVE AUTOSPA ADDRESS: NW CORNER OF OTTER LAKE AND MAIN STREET LINO LAKES, MN 55038 PROJ. NO: 21084 DRAWN BY: Author CHECKED BY: Checker SHEET SIZE: 30" x 42" SHEET TITLE & NUMBER COLOR ELEVATIONS - VAC U U M CANOPY A Copyright 2021 REZTARK ARCHITECTURE PC, INC. I1 I2 I3 I4 I5 I6 I7 I8 I9 10 11 I12 N89 53'55'E 530.00 III------------- ---------- 20 10 5 0 20 CITY OF LINO LAKES LANDSCAPE STANDARDS 1. CANOPY COVER: THE REQUIRED MINIMUM CANOPY COVERAGE FOR ALL USES IS 40%. MINIMUM CANOPY COVER REQUIRED _ 13,326 SF (33,316 SF VEHICULAR AREA X 40%) CANOPY COVER PROVIDED = 13,750 SF — — — — — — —_=\=_--------------------------------------------_ — — — __—_—__ _ 97t_ LARGE TREES - INTERIOR PARKING ISLANDS (100%1 \� — — 4,750 SF (5 TREES X 950 SF) e — M M M` M M M M M M — 9L9 i / / / -912 — / -- - - / N89 5355 7 337. 59 / / (1) GTIS — / (3) OTG — / HXSO --------- OWNER: BLINO, LLC �0 U O o►- F- (15) TOTG - -4 - ----4- •TM,20,T VACUUM SCI F.F.E.=91E (2) SRIS (1) SRIS a (7) (2) ARBO 4 t WITHIN 7' OF PARKING (502.) 1 I 9,000 SF (15 TREES X 600 SF) 1 1 7'-12' FROM PARKING (25%) — SS 8 �s5r SS SS SS ES SS s — 0 SF (0 TREES X 300 SF) \ _ ---+-- — _ 2. FOUNDATION LANDSCAPE: MINIMUM TWO 2) LARGE TREES WITHIN 30 FT OF BUILDING AND SIX (6) EMISSIONS_ _ sTM s sTM sTM sTM sTM s�� _ Lm --= ':9Tm An TM --- \ ------------------------------- ---- 3 -- — — _ --- — — �S — -- LARGE SHRUBS WITHIN 15 FT OF BUILDING PER 100 LF BUILDING PERIMETER. - -----\ - � �� �� �----------------------------;___,�-=--N---------- - - - - --------- - - - - - - ----- ---Q . _ Q ti d — — — FOUNDATION TREES REQUIRED = 3 (224 LF BUILDING PERIMETER) -�--J- �J-- ` — — — — — — — — — - FOUNDATION TREES PROVIDED = 3 (3 LRG. TREES + 0 MED. TREES + 0 SMALL TREES) — — — — — — — — — — — — — — — \- ___________'______________________________3 ____ ____------------------ FOUNDATION SHRUBS REQUIRED = 14 (224 LF BUILDING PERIMETER) I FOUNDATION SHRUBS PROVIDED = 14 (0 LRG. SHRUBS + 19 MED. SHRUBS + 6 SMALL SHRUBS) (7) GTIS i ,;�--------------------- -------\\\\ \\ ;------------- --------- 1I I IIII \ \\ \ \ 3. OPEN AREAS LANDSCAPE: MINIMUM ONE (1) LARGE TREE AND THREE (3) LARGE SHRUBS PER 2000 SF Ii ` III iili � \\\�\\ \\\\\ OF OPEN SPACE. OPEN AREA TREES REQUIRED = 4 (6,082 SF OPEN AREA / 2,000) (6) VDR iI i IIII\ 1\LJ1 i 3 OPEN AREA TREES PROVIDED = 9 (8 LRG. TREES + 2 MED. TREES + 0 SMALL TREES) OPEN AREA SHRUBS REQUIRED = 9 (6,082 SF OPEN AREA / 2,000 X 3) - `-- �� OPEN AREA SHRUBS PROVIDED = 9 (9 LRG. SHRUBS + 0 MED. SHRUBS + 0 SMALL SHRUBS) _—R 1' 4. BUFFER AND SCREEN: YEAR ROUND CONTINUOUS SCREENING IS REQUIRED BETWEEN A PARKING LOT AND I PUBLIC RIGHT OF WAY OR SIDEWALK - 30 INCHES IN HEIGHT. ALL CONTINUOUS YEAR ROUND PLANTING I' _______ i i' ^lll\\�`��� SCREENS SHALL REQUIRE AT A MINIMUM A DOUBLE ROW OF PLANTS WITH TRIANGULATED SPACING. ----------T----------r----------F- - - - - - - - - ---r-�----------LLI-------���p SMALL SHRUBS SHALL BE PLANTED AT A MAXIMUM INTERVAL OF 3ON CENTER; MEDIUM SHRUBS SHALL q\ / 11 I 1 1 I I I I I I I I I I I I I I I I\ \\ I I 1 I \\\ BE PLANTED AT A MAXIMUM INTERVAL OF 4, ON CENTER; AND LARGE SHRUBS SHALL BE PLANTED AT 1 I I I I I I I I I I � 1� III A MAXIMUM INTERVAL OF 6, ON CENTER. I I I!I I II 5. BOULEVARD TREE STANDARDS: NOT APPLICABLE / I IIi I li I II I i i i I I i I I I I i i i i I I I i i i I iii i i i I iii III 6. SOD AND GROUND COVER: ALL AREAS NOT OTHERWISE IMPROVED IN ACCORDANCE WITH THE APPROVED SITE PLANS SHALL HAVE A MINIMUM DEPTH OF FOUR (4) INCHES OF TOPSOIL AND BE SODDED. In I I II I I I i i i I I i i I I I L I i i i III 7. TREE PRESERVATION AND MITIGATION STANDARDS: NOT APPLICABLE II I I OWNERi BLINO, LAC II !LOT 1 BOCK II LEGEND: I I I 1 I I III I I I I III � I II I I III I I I I I I III I I I I I I I I I I III II I I I I I I •d �. J-- --•----1.-- -- :�a•• d 1 -� IIIIII / I I I1I1��-. •� d-----L---------d--1------------ • I. d ° d-� . d.• Q• • d .. ••° °d• , • •;d a a ; ' e d . I III r A1 III 1 1 3 II ---- d -, : `• °d• • • d 1 III 1h I III 1 Fr__________________________________________�11 1• 111 J III III III III I . d C, I III �vl� I I III III 11 1 1 d• • 1 I I I I I I 1\\\ \ III 11 1 f•• .••. III ��� III 11 I L °--1------- -1 III III �`�__===_=_=,, III i I I i� i i1I I11 I III 1 i i1 I III 11 I II1 III 11 I II1 III (1I 1 1 1 11 J1I 1 11 1 1 11 I 11 I III III I i li I i t III III III III III I I I III III III III III III III III III III III III I III III III I I iI i iii iii � III III III �" III III III c� �� III III III III III III f i� I III III I 5) TXMT40 (2) ARBO I 1 (2) GTIS I� 1 (2) CXAK I iI (8) HXSO I 1I --------- -J(17) HXSO (9) TO (9) JCSG (3) ) OSXNTGF 1� i sTM sTM sTT r sTM _ sn�_ _ _ _ (5)TOTG —0.(9)JCSG (4)TAMS ♦ �L ; N LINE OF PARCEL 11 NCE ` I----------H-CHWAY RIGHT —OF—' ---------------- ------- (3) SXNF ( ------___-_—_ — i05.8% _ -- -- -- - --- --- --- --- --- -—_----_ ---- -- --- --- w OHE— OHE — — — -9IE — — OHE OHE m — — — — — — — — - — — — - — — — _ W— — — — — — — �---- `0-- RESTRICTED ACCESS PER LA NO 75 \ DOC._NC jPLAT OF OTTER CROSSING - - - - - OKA COON T Y RIGHT = 0 W� Y - _ __ __ --�— N - - - _--- --= -- --- ----- ------ --- --- IOLL G �S— $- {NtS- NLLS_ - - g--p�'�.`—/ 6 _ _ _ _ _ �_ _ _ _$jA� TTd- sTAT -STTur _ -_. _ _= - -•--- TLL ---' ---�--3Tf_--f�-�i1N----------- -SAL— z— --------s�� —-------- ,,,•-------------S�d sA �T�t-- ��,t Tyr ----sit-- � O O O 0 rY `O Lu / z rn w II Z 5 LLl r/ 0 ti LL — LL �� KC) — o � L1 OL D II J + ✓ POO W Q(1) SRIS 0LLL / O O 1 (8) TXMT G J �i' 0 0 t - _15- — — n o--------------- _--- ---C.S.A.H. N0. 14 — -- / cn o / 0 0 LAWN AREA (SOD) 3"-6" RIVERSTONE DECIDUOUS TREE EVERGREEN TREE SHRUB PERENNIAL PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME ROOT CAL/HT MATURE HT MATURE WD ARBO 4 ACER RUBRUM 'BOWHALL' BOWHALL RED MAPLE B & B 2-1/2" TO 3" CAL ARNW 3 ACER RUBRUM 'NORTHWOOD' NORTHWOOD RED MAPLE B & B 2-1/2" TO 3" CAL 40-60' 30-40' GTIS 10 GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' SKYLINE HONEY LOCUST B & B 2-1/2" TO 3" CAL 60-70 35-55• SRIS 4 SYRINGA RETICULATA'IVORY SILK' IVORY SILK JAPANESE TREE LILAC B & B 2" TO 2-1/2" CAL 20-25' 15-20' TAMS 4 TILIA AMERICANA'MCKSENTRY' TM AMERICAN SENTRY LINDEN B & B 2-1/2" TO 3" CAL 40-50' 30-40• DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME ROOT HT/SPRD MATURE HT MATURE WD SPACING SXNF 8 SPIRAEA X BUMALDA'NEON FLASH' NEON FLASH SPIREA CONTAINER #3 48" o.c. VDRS 6 VIBURNUM DENTATUM 'RALPH SENIOR' TM AUTUMN JAZZ ARROWWOOD VIBURNUM CONTAINER 30" TO 36" 72" o.c. EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME ROOT HT/SPRD MATURE HT MATURE WD SPACING JCSG 42 JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER CONTAINER #3 72" o.c. TXMT 17 TAXUS X MEDIA'TAUNTONII' TAUNTON'S ANGLO-JAPANESE YEW CONTAINER 24" TO 30" 48" o.c. TOTG 138 THUJA OCCIDENTALIS 'TECHNY GLOBE' TECHNY GLOBE ARBORVITAE I CONTAINER 1 #3 1 1 160" o.c. ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME ROOT HT/SPRD MATURE HT MATURE WD SPACING CXAK 2 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS CONTAINER #3 36" O.C. PERENNIALS QTY BOTANICAL NAME COMMON NAME ROOT HT/SPRD MATURE HT MATURE WD SPACING HXSO 51 HEMEROCALLIS X'STELLA DE ORO' STELLA DE ORO DAYLILY CONTAINER #2 24" o.c. (MAIN STREET) N NOTES: 1. SEE LANDSCAPE DETAILS SHEET FOR COMPLETE NOTES AND DETAILS. ____/- ------------------------------------------------- ---------_____-__---_____-____-------------------------------__________ 2. ALL AREAS TO BE SODDED, PLANTED, OR OTHERWISE LANDSCAPED SHALL BY FULLY ------ — — — --� =-=-3-�= _ ________ ----------- _ IRRIGATED Y OTHER ---------- --- -- - - ------------------------------- ------ -- --ri—�--------- ---- _----__------------- --------------------------- -- t 0 0 A N OKA C 0 Ul � T Y Rl GH T OF- WA Y PL A T co J Z n 0 o 7 ,„ = . d, U =cr co 3 - m LL oW a m a a J CL o aD N CO m co cam-) v co 0 a J a o in o O M J M O c 0 o� U r scu 07 U) -2o - = 0 (o J cu o m U_ cc O z D O U a ^ c J _ Y w w Z Q Uj O z z co O z JQzz G W U) Q O �� LU U U) Q 0 J Q Q J Q w O z Q O J �LL J 0 Q U 0 z 040069-01-015 PROJECT NUMBER PLAN STATUS 0 1� 0 � ash Know what's below. DATE DESCRIPTION Call before you dig. /THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. zzzzzzzzzzzzzz JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: FILE: 11-040069-01-015-LSP.dwg J SHEET L 1 .0 PLANNING & ZONING BOARD AGENDA ITEM 7B STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: May 11, 2022 REQUEST: PUBLIC HEARING for Otter Lake Animal Care Center Conditional Use Permit Amendment CASE NUMBER: CU2022-003 SP2022-002 APPLICANT: Otter Lake Animal Care Center Attn: Dr. Wayne Scanlan PO Box 516 Hugo, MN 55038 OWNER: Same REVIEW DEADLINE: Complete Application Date: April 13, 2022 60-Day Review Deadline: June 12, 2022 Environmental Board Meeting: May 4, 2022 Park Board Meeting: NA Planning & Zoning Board Meeting: May 11, 2022 Tentative City Council Work Session: June 6, 2022 Tentative City Council Meeting: June 13, 2022 BACKGROUND Otter Lake Animal Care Center is located at 6848 Otter Lake Road. The applicant, Dr. Wayne Scanlan, is proposing to construct a 2,850 sf addition to the existing 4,000 sf building and expand the existing parking lot. The existing site is approximately 1.51 acres. The Land Use Application is for the following: oo Amendment to Existing Conditional Use Permit for Veterinary Hospitals oo Site and Building Plan Review 1 This staff report is based on the followings plan sets: oo Plan Set prepared by Planforce dated April 11, 2022 oo Certificate of Survey and Easement Sketch & Description prepared by EG Rud & Sons, Inc. revised April 8, 2022 oo Wetland Delineation Report prepared by Jacobson Environmental, PLLC dated November 12, 2018 oo Hydrology Report prepared by Loucks revised February 21, 2022 oo Operations & Maintenance Plan prepared by Loucks dated April 11, 2022 oo Geotechnical Evaluation Report prepared by Braun Intertec Corporation dated January 11, 2019 ANALYSIS History Otter Lake Animal Care Center has existed at this location since 1987. A conditional use permit was approved in 1986 for the initial construction of the veterinary clinic and boarding facility. In December 1996, an amendment to the conditional use permit was approved to expand the pole barn structure and allow boarding for up to 100 animals. In September 2019, Council approved this proposed amendment to the conditional use permit for the building addition and parking lot expansion. Construction did not begin within one (1) year after the date of approval and the amended conditional use permit was void. The applicant has resubmitted the conditional use permit application for review. Overall, the proposed 2022 project is the same as the approved 2019 project. Existing Site Conditions The site contains the existing 4,000 sf facility, a parking lot, indoor and outdoor kennels, two (2) small accessory sheds, a fenced area, and open green space with minimal tree coverage. A pond exists on the north side of the site and a small wetland exists on the south side. The Certificate of Survey notes the parcel size is 1.51 acres; however, this includes a portion of CR 84 (Otter Lake Road) street right-of-way. In 1996, CR 84 (Otter Lake Road) was realigned and street right-of-way was to be dedicated via easement along the west lot line. Unfortunately, this easement was not recorded so a separate roadway, drainage, and utility easement shall be recorded against the property. Anoka County GIS shows the estimated acreage as 1.33 acres. Plans have been revised to correctly show the front lot line. A 66 foot wide NSP easement and overhead powerlines bisect the northwest corner of the site. An 8 foot wide trail exists along CR 84 (Otter Lake Road). Per the Geotechnical Report, the area of the proposed addition is currently a green space to the north of the existing building. Current grades range from 910 to 914 EL. The site is generally flat with grades sloping down away from the building. Nine (9) soil borings were drilled ranging from 6 to 21 feet in depth. Ground water was not observed in any of the borings. Soil types consist of SM (silty sands), SC (clayey sands) and CL (low plasticity clays). Zoning and Land Use The property is zoned LI, Light Industrial and allows for Veterinary Hospitals with a conditional use permit. A conditional use permit was approved in 1986 and amended once in 1996 to allow for an addition to the pole barn. Any change involving a structural enlargement of the facility requires an amendment to the conditional use permit. Current Zoning LI, Light Industrial Current Land Use Industrial Future Land Use per CP Industrial Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use LI, Light North Vacant Industrial Industrial Industrial East LI, Light Vacant Industrial Industrial Industrial South LI, Light Industrial Industrial Industrial West I-35W and Industrial Industrial (IndUDrial) Site and Building Plan Review Site Plan As previously discussed, the certificate of survey notes the parcel size as 1.51 acre, but this includes the Otter Lake Road right-of-way easement. The approximate road right-of- way shown on the survey for this parcel is graphically shown per the Otter Lake Road Realignment Utility and Street Improvement Plans Sheet 12 of 31 revised As -Built on February 7, 2000. This road right-of-way is also consistent with the 1998 Easement Grant signed by Dr. Scanlan that did not get recorded. Anoka County GIS shows the estimated acreage as 1.33 acres. For the purposes of site plan review, this street right-of- way line will be used as the front lot line. An easement will be required to be recorded as part of the conditional use permit. The site plan proposes a 2,850 sf addition to the existing 4,000 sf building with additional parking to the north of the site. A second level mezzanine/office above the addition is also proposed. The existing indoor and outdoor boarding kennels and fenced outdoor area will remain. The boarding of up to 100 animals was approved as part of the 1996 CUP amendment. One accessory shed on the north side will be removed. Overall, the proposed building addition and parking lot meet setback and performance standards except as noted in this staff report. Architectural Plans and Exterior Building Materials Per the architectural plans dated April 11, 2022, the exterior materials of the proposed addition include evening blue and white Hardie plank lap siding, glass/doors, manganese ironspot brick base, gray stone and charcoal gray standing seam metal roof. The existing building has metal siding. The existing west elevation (front facade) will be remodeled to match the new fagade with new brick, new Hardie plank lap siding and new standing seam metal roof. The north, south and east existing metal siding elevations will be painted to match the new addition. The exterior materials meet the ordinance requirements of material types, colors and percentages. A second floor mezzanine is proposed for the office and storage space. The architect confirmed with the Building Official that an elevator is not required. The building height is 27ft which is less than the maximum allowed 45 feet. A trash enclosure is proposed to the north of the new addition adjacent to the new parking lot. Construction details provided on Sheet A8.01 indicate a wood fence enclosure. The enclosure is 6'8" in height. The fence and gate colors and material details shall be provided. Off -Street Parking Requirements A 24 foot wide drive aisle and 22 parking spaces are proposed on the north side to provide additional parking for staff and clients. The existing parking lot abutting CR 84 (Otter Lake Road) does not meet the full 15 foot street setback requirement, but is considered legal non -conforming because Otter Lake Road was reconstructed and realigned in 1996. The total number of proposed parking spaces is 37 (15 existing + 22 new). Section 1007.044(6) requires 3 spaces plus at least 1 space for each 200 sf of floor area which equals 37 spaces ((6,750/200) = 33.75+3 = 36.75 = 37). The parking spaces meet required number and dimensions. Grading Plan and Stormwater Management Per the Comprehensive Stormwater Management Plan prepared by Loucks revised February 21, 2022, the existing site consists of 4 different drainage areas: north to an existing pond, south to an existing wetland, west to Otter Lake Road and east to 4 undeveloped land. A majority of the developed portion of the site drains to the constructed north pond. This pond is located on both the subject site and on the adjacent parcel to the north and was designed to handle more than the existing development. The pond will be deepened, regraded, and updated to meet current NURP pond design standards. All new impervious runoff is being directed to this pond. Proposed peak runoff rate and volume will be less than existing. A drainage and utility easement shall be recorded over the north stormwater pond that includes both the subject site and the adjacent property. Public Utilities The existing building is served by a private well and 2 1 " municipal sanitary sewer located along Otter Lake Road. The new addition and existing building will be connected to 16" municipal watermain. Per Sheet C1-2, the existing private well will be removed and capped. Tree Preservation and Mitigation Plan The Environmental Coordinator and Environment Board reviewed the tree preservation and landscaping requirements. The following comments are from the May 4, 2022 Environmental Board staff report. The 11 trees planned for removal are in non -environmentally sensitive portions of the basic use area and will not require mitigation trees to be planted. The ash tree located southwest of the accessible parking spaces should be added to the removal list. With the addition of the tree protection fence detail, the preservation and mitigation standards will be met. Open Areas Landscape Standards Open area landscape standards require 1 large tree and 3 large shrubs per 2,000 sf. There are 7,894 square feet of open space that require 4 large trees and 12 large shrubs. Provided on site are 8 large trees and 12 medium shrubs. Four (4) additional large shrubs are required to meet open space requirements. Buffer and Screen Standards A buffer and/or screen would have been required if the portion of the parking lot west of the building were part of the new construction. As the parking lot is pre-existing, a buffer and screen will not be required. Buffers and screens requirements have been met. Canopy Cover Canopy cover standards require a minimum of 40% canopy coverage. Vehicular hardscape planned: 9,147 sq. ft. Canopy cover requirement: 3,659 sq. ft. Canopy cover provided: 6,325 sq. ft. Canopy cover requirements have been met. Foundation Landscaping Foundation Landscaping standards apply to building fronts and sides facing public or private streets. Two (2) large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The applicable building face is the west face, which is approximately 40 ft. One (1) large tree and 3 large shrubs are required. Two (2) medium trees (equivalent to 1 large tree) and 12 medium shrubs (equivalent to 9 large shrubs) are provided. Foundation landscaping requirements have been met. Boulevard Trees Boulevard trees are not required for commercial developments. Sod and Ground Cover The plan indicates 8 inches of topsoil for all unpaved disturbed areas. Sod will be installed around the parking lot, north of the parking access road, and in the disturbed area east of the building addition. The landscape contractor will be providing an irrigation plan to the applicant that provides for proper irrigation of all planted trees, shrubs, and sod. Sod and ground cover standards are met. Signage A Sign Permit Application and sign plans shall be submitted for any wall or ground mount signage. Impervious Surface Coverage 6 The LI, Light Industrial zoning district allows for 75% impervious surface coverage. Per Sheet C2.1, Site Plan, the proposed impervious surface is 0.614 acres or 41% which meets ordinance requirements. Impervious Surface Coverage 71 Total Parcel Size 1.51 acres Existing In 0.304 acres (20%) Proposed Impervious 0.614 acres (41 %) Traffic Study A traffic study is not required. CR 84 (Otter Lake Road) is a Major Collector Road and is capable of handling the additional traffic volume proposed by the building addition and parking lot. Public Land Dedication Park land dedication and/or fees are not required. This is an existing lot of record and not being subdivided. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the construction of stormwater management BMP's such as curb, gutter and NURP pond. Land Use Plan The Comprehensive Plan guides this property for industrial use. The proposed building addition to the Otter Lake Animal Care Center is consistent with industrial land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the proposed building addition to the Otter Lake Animal Care Center. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. CR 84 (Otter Lake Road) is a Major Collector Road and is capable of handling the additional traffic volume proposed by the building addition. Sanitary Sewer and Water Supply Plan A 2 1 " sanitary sewer main and 16" watermain along Otter Lake Road provide public utilities to the site. The sanitary sewer and water supply system have capacity for the building addition. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in April 2020. The AUAR identified this site as industrial in all 3 land use scenarios. The proposed building addition to Otter Lake Animal Care Center is consistent with industrial development. No further environmental assessment is required. Wetlands A Wetland Delineation Report was prepared by Jacobson Environmental PLLC dated November 12, 2018. A WCA Notice of Decision for the wetland delineation was issued by RCWD on May 6, 2019 and is valid for 5 years. The wetland delineation report noted 2 basins on site. Per RCWD, the north basin (0.152 acres) was found to be incidental under WCA and is not a wetland. This basin is used for stormwater management. The south basin (0.080 acres) is a wetland, but no impacts are proposed. The wetland is not in the Wetland Management Corridor; therefore, no conservation easement or buffer is required. A drainage and utility easement extending 10 feet from the delineated boundary will be required over the portion of the south wetland that is located on the subject site. Shoreland District The parcel is not located within the Shoreland District. Floodplain There are no floodplains located on site. Anoka County Highway Department Anoka County Highway Department reviewed the plans and have no comments. Public Safety Comments The Fire Division reviewed the proposed building addition and parking lot expansion and did not have any comments or concerns. The Police Division provided comments in 2019 regarding security cameras, access and exterior lighting. These comments have been addressed and no additional revisions are required. Environmental Board The Environmental Board reviewed the project on May 4, 2022. Their recommendations are summarized in the attached Environmental Memo dated May 4, 2022. Agreements Storm Water Maintenance Agreement The stormwater pond will be privately maintained and a Stormwater Maintenance Declaration will be required. A joint Storm Water Maintenance Agreement is required between the adjacent property owners because the stormwater pond is located on both parcels. Site Improvement Performance Agreement A Site Improvement Performance Agreement is required. Findings of Fact -Conditional Use Permit The property is zoned LI, Light Industrial and allows for veterinary hospitals with a conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed veterinary hospital addition and parking lot expansion are consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan as detailed in this staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed veterinary hospital addition and parking lot expansion are compatible with present and future land uses. The subject site and adjacent parcels are guided and zoned for industrial use. A veterinary hospital is consistent the industrial land uses. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site and Building Plan Review has been completed and the proposed veterinary hospital addition and parking lot expansion meet zoning performance standards with conditions listed in this staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement 10 Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The proposed veterinary hospital addition and parking lot expansion do not change the level of service along CR 84 (Otter Lake Road). The road is a Major Collector Road and is capable of handling the additional traffic volume proposed by the building addition. 5. The proposed development shall be served with adequate and safe water supply. The proposed veterinary hospital addition will connect to an adequate and safe municipal water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed veterinary hospital addition will be served by an adequate and safe municipal sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed veterinary hospital addition and parking lot expansion are allowed uses within the LI, Light Industrial Districts with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 11 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.120 (9)(f) must also be met: (d) Veterinary Hospitals provided that: 1. All areas in which animals are confined are located indoors and are properly soundproofed from adjacent properties. Per the 1996 CUP Amendment approved on December 16, 1996, the boarding for up to 100 animals is allowed on the site. The 1996 CUP also allows for outdoor kennels. The existing outdoor kennels are located in the rear yard but they are rarely used. The area is screened by an 8 foot wood privacy fence. There are no changes proposed to the indoor or outdoor kennel area or privacy fence. The 1996 CUP is still valid and the outdoor kennel/boarding area may continue to operate but not expand. Currently, animals are boarded in the inside kennel. All walls are insulated for sound. 2. Animal carcasses are properly disposed of in a manner not utilizing on -site garbage facilities or incineration and the carcasses are properly refrigerated during periods prior to disposal. Animal carcasses are frozen until picked up by a cremation service. 3. An indoor animal kennel is permitted as a use accessory to the veterinary hospital provided that: a. The number of animals boarded shall not exceed forty (40). The average number of boarded animals is 20 and does not exceed 40. The 1996 CUP Amendment allows for up to 100 animals to be boarded on site. b. An enclosed indoor or exterior exercise area shall be provided to accommodate the periodic exercising of animals boarded at the kennel. Exterior exercise areas shall be limited to a maximum of twenty-five (25) percent of the gross floor area of the principal use. The existing outdoor run area 2, 750 sf (70% of gross floor area) and will not be changed. The outdoor run area after the building addition will remain 2,750 sf. (41 % of gross floor 12 area). The outside run area is surrounded by privacy wood fencing. The chain -link fenced area is rarely used for larger animals and training. The existing outdoor exercise area was approved as part of the original and amended conditional use permit and does not require modifications. c. A ventilation system shall be designed so that no odors or organisms will spread between wards or to the outside air and will be capable of completely exchanging internal air at a rate of at least twice per hour. Air temperature must be maintained between 60 and 75 degrees Fahrenheit. Indoor areas have controlled and maintained air quality and temperature controls. d. A room separate from the kennel area shall be provided of sufficient size to adequately separate animals that are sick or injured from healthy animals. Isolation areas are provided for sick or infectious animals. e. Indoor animal kennel floors and walls shall be made of non -porous materials or sealed concrete to make it non -porous. Floors have a non porous epoxy coating. Wall finish is epoxy paint. f. Animal wastes shall be flushed down an existing sanitary sewer system or enclosed in a container of sufficient construction to eliminate odors and organisms and shall be properly disposed of at least once a day. Animal waste is currently flushed down the City sewer. 4. The appropriate license is obtained from the City and the conditions of Chapter 503 relating to the keeping of animals are satisfactorily met. Existing conditional use permits are on file with the City. Conditions of Chapter 503 have been met. 5. All State Health Department and Minnesota Pollution Control Agency requirements for such facilities are met. Permits/licenses are on record with the State. The applicant shall obtain any necessary permits from other agencies as required. 13 RECOMMENDATION Staff recommends approval of the conditional use permit amendment and site plan review for Otter Lake Animal Care Center subject to the following conditions: 1. The conditions of the original 1986 Conditional Use Permit and amended 1996 Conditional Use Permit are still in effect. 2. A Site Improvement Performance Agreement shall be approved by City Council and executed. 3. A Permanent Drainage, Utility and Roadway Easement along CR 84 (Otter Lake Road) shall be recorded. 4. A separate drainage and utility easement extending 10 feet from the HWL of the north stormwater pond shall be recorded. 5. A separate drainage and utility easement extending 10 feet from the delineated south wetland boundary shall be drafted and be recorded over the portion of the wetland that is located on the subject site. 6. The private well shall be properly removed and capped. 7. A RCWD permit is required. The following issues shall be addressed prior issuance of a building permit: 1. All comments from the City Engineer letter dated May 4, 2022 shall be addressed. 2. All comments from the Environmental Coordinator letter dated May 4, 2022 shall be addressed. 3. A Permanent Drainage, Utility and Roadway Easement along CR 84 (Otter Lake Road) shall be drafted by the applicant for City review and recorded. 4. A separate drainage and utility easement extending 10 feet from the HWL of the north stormwater pond shall be drafted by the applicant for City review and recorded. 5. A separate drainage and utility easement extending 10 feet from the delineated wetland boundary shall be drafted by the applicant for City review and recorded over the portion of the wetland that is located on the subject site. 6. Sheet C2.1, Site Plan and Sheet Al.11, Construction Plan: a. The location of mechanical equipment pads shall be consistent. Please revise plans accordingly. 7. Sheet A8.01, Details: a. The fence and gate color and material details shall be provided. 8. Sheet E6.1, Photometric Plan: a. The property line along CR 84 (Otter Lake Road) shall be properly identified. b. Foot candles shall not exceed 1.0 as measured along the street property line. 9. Sheet E6.2, Site Lighting Details: a. All light source luminaires shall contain a cut-off which cuts off the light at an angle of 90 degrees or less. i. Fixture W 1 shall be revised. 14 ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. City Engineer Memo dated May 4, 2022 4. Environmental Coordinator Memo dated May 4, 2022 5. Plan Set prepared by Planforce dated April 11, 2022 15 ��•S� 11• •►�i 1111111111 ■s . MINI, pill ANN —won ■..• C iiiii ��,-�1:::a LAKE OHWL 885.0 ■■ o■ III "■■1111 1 ....1�, - l ► ► ::. SOME 1 ���� ... ate• 1 IIli ■11 1:" ���- ;�1 =■:� 35 I mn Ma tQvIAIVILAK WARDS LAKE 1 ``"III - � ICU \I111■ �•■ �� ��� C 111111,E �MO-mill •. _■: _ n ��I ■ �■ - __ BE BIRCH aI\� � -�� r,'ra In• • �.......r11-0 ,IJLino ■�■ •�.11111� ' ,� ��� ♦ ■ N 00 CITY `` QF � _E Site Location Map W'°°° 2.000 40Feet LINO KFS s 6848 Y vo=m N Aerial Map 0 50 100 200 i_ I T }' E Feet LINC�JLAKFC Otter Lake Animal Care Center .s. 2 0 0 0 z W m U) 0 Ln ,It 00 00 LO CD 0 N W D W W W af F- M W 00 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, WSB Diane Hankee, City Engineer, City of Lino Lakes Date: May 4, 2022 Re: Otter Lake Animal Care Center Plan Review WSB Project Number — 020300-000 WSB has reviewed plans for the Otter Lake Animal Care Center in Lino Lakes, MN, prepared by Loucks, Scott Build, and Planforce, received on April 11, 2022. These comments are based on the following plan sets and documents: 00 Otter Lake Animal Care Center site plans prepared by Loucks, Scott Build, and Planforce, received April 11, 2022 00 Otter Lake Animal Care Center Operations & Maintenance Plan prepared by Loucks, received April 11, 2022 00 Otter Lake Animal Care Center Hydrology Report prepared by Loucks, received April 11, 2022 Applicant to respond to these comments in writing on this word document. Any changes to the plans that are not associated with these comments shall be identified by either a summary in the response or in the plans with a revision cloud or note. **NOTE** This project was originally submitted to the city in 2019. Outstanding comments from the engineering memo dated 8/7/2019 will have the date in parentheses prior to the comment. Planforce responses to the 8/7/2019 comments are shown in blue. WSB 5/4/2022 comments are shown in Engineering • General The Otter Lake Animal Care Center project proposes to add an expansion to the existing building and to expand the parking lot. The building is located at 6848 Otter Lake Road. The lot is approximately 1.33 acres. Comments: 1. (5/4/2022) Applicant to update city standard detail plates to current standards found in the January 2022 REV version of the city specifications (GEN-1 PUD, GEN-9, SAN-5, and WAT-2 have been updated). 2. (5/4/2022) The final construction plans shall include a note that references the current version of the City Standard Specifications for Construction. Ms. Katie Larsen 5/4/2022 Page 2 • Grading & Stormwater Management The Otter Lake Animal Care Center will require site grading for the proposed building expansion, the proposed pond adjustments, and the proposed parking lot. The proposed project is within the Rice Creek Watershed District (RCWD). Stormwater BMPs are needed to meet City stormwater requirements. The applicant is proposing to meet City stormwater requirements by utilizing a pond previously constructed. The design of the ponds shall meet the requirements of Table 6 of the City's Stormwater Management ordinance. Comments: 1. (8/7/2019) Revise the grading plan to eliminate the encroachment onto the property to the north. Response: We cannot remove grading to the north as the basin needs to be dredged to reach its full storage and a new skimmer structure needs to be constructed on the outlet, which is on the north property. An agreement will have to be drafted. (5/4/2022) Noted, provide final agreement when ready 2. (81V2019) Revise the grarlin.. plan +e eliminate the eni property to the east Deese: Grading to the oast has hoer, r red 3. (81712019) Provide details OR the utility plan fer replanc sferm seWeF alep.. Otter Lake Dead RespeRse: The replaGemen+.,fthe 15" GSAD is shewR 4. (817 2019) Provide rip p .dead fer Dain r'_„arrliap d*,;( RC.S'peR68 Ripp a,pp detail ics shOWRr"vrprEAeetGR- i 5. (4/7/2019) PFe-yi.te Qr.Jinary High Water Level vel fer POR Response: The.fL is s#oWR GRrsheet Q 1 6. (81V2019) Provide Ordinary High Water Level, ,el NWIL a area ep +he south site of the p ei4y Response: The nHWIL, NWIL and HWL a shown on. 7. (81712019) Provide Ernergenr erfle,., (EGG) elevati pd dra Ruse: The C(1C v.fi+h drainag arrows is sh.,WR O 8 Drekgi.te a alvsis of the snev,melt e • Le7r/fr7�Z[•l��/17Lt(I17T7RT:nl.IR�.I/�IGS�GT�t�1:P.ET.EL1 - ffic.. 2 =e--e •�� 1 Otter Lake Animal Care Center Engineering Review Ms. Katie Larsen 5/4/2022 Page 3 11. (8/7/2019) Provide dead storage calculations. HydroCAD model shows the direct drainage area to the property pond is 0.996 acres requiring Q f+ 039 3$f_dead storage. Report. onset f aln„lafinno for+he All IDD velum n he feURd in the I..ydrning�� Report. 12 (81712019) nrdinanne 3(b) states the HS-C3 of areas vVithin n nstr„c+inn limits is to be shifted dGWR o classifica+inn to a ,n+ for the im ants of grading o nil structure uR;assthe project speei#+sat'GI~T rate ^nil amendments ip accordance with Dine Creek Watershed rlis+rig+ Coil Amendment guidelines. Revise proposed model to meet this requirement. Response: Coil amendments have been added to the plans OR sheet G3 1 (81712019) Pecnmmend ^hanging the p sed Hydrn(`Arl modal labels to "Preppo Nerth" �onpo d f " istiRg North" $tiRg East" s sed�r�rrP�- sed East , irasteaa--Or—€Xc �"�9 ,�r�rr�€�c� —a these drainage areas have ^hanged in the n ed model Response: The labels on the proposed model have been changed to "Proposed" fer the alceas with proposed changes 13. (8/712019) D^^^"""opd ipdinatipg Iona+ion of all nodes from HydroCAD model OR Passed and Ex'Sti Rg Dra'RageAreaFigures (i.e:—perdiRg areas "ID", "W " "P2" 3 �a and "P" t., -ram— Response: The pond nodes have been added to the drainage m 14. (8/7=19) Existing West s„hcatchmen+'n HydroCAD model does not show discharge location in existingnn o poposed models include a reach o route for this s„bca+chment Res{3orpGe; A r ash has been added for the Existing West subcatchmep+ 15. (5/4/2022) Applicant to extend rip rap from Rain Guardian outlets down to NWL of the north pond. 16. (5/4/2022) Applicant to update Rain Guardian rim and invert elevations as shown on sheet C4-1. 17. (5/4/2022) Engineering staff does not have any comments on the proposed retaining walls at this time. We recommend that the building inspector review the proposed walls with the building permit review. 18. (5/4/2022) The proposed grading on the north side of the new parking lot cuts off the existing 910 contour. Applicant to update where the proposed contour ties in to the existing contour. 19. (5/4/2022) Applicant to verify where the proposed 912 contour ties in to the existing 912 contour on the south side of the proposed parking lot. It currently looks like it doubles -back on itself. • Water Supply There is currently an existing 16-inch diameter ductile iron pipe (DIP) water main along Otter Lake Road. The applicant is proposing to construct a 6" DIP water service for the building and connect into the existing 16-inch DIP via a wet tap. Comments: 1. (817/2019) A Minnesota Department of Health permit is required. Response: The well will not be capped and will be maintained for irrigation. (5/4/2022) Minnesota Department of Health plan review is required as over 100 ft of watermain is being installed. Otter Lake Animal Care Center Engineering Review Ms. Katie Larsen 5/4/2022 Page 4 Wells used for irrigation must be at least 3-ft from the building. Per email to Katie Larsen from Ryan Schroeder dated 4/27/2022 - well will be removed and capped. 2. Tanning Tee c R8SPGR.Ge: A note had been added to sheet C4 1 3. (81712019) Refer to Transportation fora later! nemmen+s. 4. (5/4/2022) Applicant to update Note 1 on sheet C4-1. CEAM specifications were updated in 2018. 5. (5/4/2022). Applicant to add a fire hydrant near the fire department connection on the building per Dan L'Allier, Deputy Director of Public Safety — Fire. • Sanitary Sewer There is currently an existing 21-inch diameter polyvinyl chloride (PVC) sewer main along Otter Lake Road. The building is already served by municipal sewer and the applicant is proposing to add 6" PVC and cleanouts to extend the service around the proposed building addition. • Transportation The site is located on Otter Lake Road, which is classified as a major collector. A right-of- way width of 100-ft is required for major collectors. The existing right-of-way along Otter Lake Road does not meet this requirement as it was negotiated to be narrower by a property owner in 1998. Comments: 1 (81V2019) The appliGan+ shall show the pavernen+ removal and r plaGemen+ ia+ermain SeFViGe let tap Re I d la en+ f payeriTen+ in the street and tram! are ,�,s�se: T�ie�-e+�ovara,,aTep,Aee„T �� she-yV n the a ia+e .Mere[... 2. (8/7/2019) The applicant shall provide a typical section to match the existing section for Otter Lake Road. Response: The City detail for PUD Typical Section is on the detail sheet. (5/4/2022) Otter Lake Road is an Anoka County roadway. Applicant to coordinate with the county for a required road section. The road section and curb details shall "D included in the plans. 3. (8/7/2019) The applicant shall provide a traffic control plan for utility work along Otter Lake Road. Response: Traffic control plan to be provided by the contractor before work begins. Otter Lake Animal Care Center Engineering Review Ms. Katie Larsen 5/4/2022 Page 5 (5/4/2022) An Anoka County Right -of -Way permit will be required prior to construction. Anoka County typically requires traffic control plans with right-of- way permit submittals. • Wetlands and Mitigation Plan There is one existing wetland on the south side of the site. Staff does not have any comments on the wetland at this time. • Landscaping Landscaping will be reviewed by the City's Environmental Coordinator. Comments: 1. (5/4/2022) Applicant to move plantings that overlap with Rain Guardian 2 and associated riprap. 2. (5/4/2022) Staff does not recommend planting large trees within 5-ft of the proposed retaining walls. • Floodplain No floodplain is present on the site. Staff does not have any comments. • Drainage and Utility Easements A drainage and utility easement is needed over the pond. All other work is on the applicant's existing parcel. Comments: 1. (8/7/2019) Provide a drainage and utility easement over the existing north stormwater pond. The easement is required to cover a 10 foot buffer beyond the established high water level of the pond. Response: A legal description has been provided for a drainage and utility easement. (5/4/2022) Applicant to verify that the pond easement linework as proposed by E.G. Rud & Sons, Inc. on the Easement Sketch and Description is what is shown on the construction plans. For example, the linework labeled as the proposed easement on C2-1 looks like it extends into the Street ROW, but it does not do that nn +hP easement sketch. 00 Development Agreement A Development Agreement is not applicable at this time. 00 Grading Agreement A Grading Agreement is not applicable at this time. Otter Lake Animal Care Center Engineering Review Ms. Katie Larsen 5/4/2022 Page 6 • Stormwater Maintenance Agreement The stormwater pond will be privately maintained and a Stormwater Maintenance Declaration will be required. Comments: (8/7/2019) Both the permittee and the neighbor sign the declaration, and it is recorded on both parcels. Each is jointly and severally liable for the maintenance obligation, each has the cross -right to occupy the entire facility for maintenance purposes, and the District/City are given the right to occupy the entire facility to correct a maintenance deficiency. Response: Noted, a maintenance agreement will be entered into. (5/4/2022) Applicant to continue to work with City staff while finalizing the Stormwater Maintenance Agreement. (8/7/2019) Both the permittee and the neighbor sign the declaration, and it is recorded on both parcels. The permittee has sole responsibility for the maintenance obligation, and the neighbor grants the permittee the right to occupy the entire stormwater facility for maintenance purposes. The District/City are given the right to occupy the entire facility to correct a maintenance deficiency. Response: Noted, a maintenance agreement will be entered into. (5/4/2022) Applicant to continue to work with City staff while finalizing the Storm iatAr RAainfonanrA onrAAmert (8/7/2019) Ingress/egress and staging area also needs to be considered. If the permittee's parcel alone is sufficient, then nothing further on the neighbor's parcel is required. If a portion of the neighbor's parcel is needed, then the declaration needs to afford that to both the permittee and the District/City. Response: The contractor is to determine what space is needed for construction staging and an agreement will be drafted accordingly. (5/4/2022) Applicant to continue to work with City staff while finalizing the Stormwater Maintenance Agreement. • Permits Required 1. City of Lino Lakes Conditional Use Permit 2. City of Lino Lakes Zoning Permit for Grading 3. Anoka County Right -of -Way Permit 4. NPDES General Construction Permit 5. Minnesota Department of Health If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Otter Lake Animal Care Center Engineering Review Ile CITY OF LQ� KES To: Katie Larsen From: Andy Nelson Environmental Memo Date: 5/04/2022 Re: Environmental Comments/May 4th, 2022/Otter Lake Animal Care Center The Environmental Board had the following comments at the May 4th, 2022 meeting: 1. Plants requiring full sun should not be planted beneath tree canopy. All shrubs shall be moved to locations not beneath tree canopy. This pertains to shrubs near the west building face and shrubs just southeast of the stormwater pond. 2. 4 large shrubs will be required to meet open space requirements. Alternatively, the dogwoods could be swapped to a species of large shrub (mature height over 6 ft.) 3. Trees to be preserved must have tree protection fence installed as described in the City Tree Protection Fence Detail. Replace the tree protection detail currently on sheet C8.2 with City detail. 4. Remove 6" ash 25 feet southwest of the southernmost accessible parking stall. Removal of this tree will not require a mitigation tree to be planted. 5. It appears that the southeast portion of the existing pavement and curb are scheduled for removal. If this will result in exposed soil, redundant perimeter controls will be needed between the parking lot and the wetland on the south of the parcel. 6. MnDOT type 3N or 4N bio-netting or natural netting erosion control blanket shall be used where blanket is necessary for stabilization to minimize wildlife impacts. 0 Page 1 OTTER LAKE ANIMAL CARE CENTER GENERALNOTES- PROJECT 1. DO NOT SCALE DRAWINGS! 2. REPORT ANY DISCREPANCIES TO DESIGNER/ARCHITECT. 3. ALL WORK TO CONFORM TO STATE & LOCAL CODES. 4. ALL WORK TO BE PERFORMED TO INDUSTRY STANDARDS. 5. NO SUBSTITUTIONS WITHOUT ARCHITECTS/DESIGNERS APPROVAL. 6. ALL EXPOSED SURFACES TO BE PREPARED TO RECEIVE NEW FINISHES. 7. GENERAL WARRANTY FOR MATERIALS AND CRAFTSMANSHIP SHALL BE ONE YEAR FROM DATE OF OCCUPANCY. 8. ALL AREAS USED FOR STAGING, DUMPSTER'S, CONTRACTOR PARKING, ETC. SHALL BE DESIGNATED BY THE OWNER. 9. ALL AREAS OF THE JOBSITE MUST BE KEPT BROOM CLEAN. NO DEBRIS SHALL BE LEFT ON SITE EXCEPT IN DESIGNATED AREAS. 10. SUB -CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS, ELEVATIONS, & DETAILS. 11. PATCH TO MATCH ADJACENT SURFACES WHERE DEMOLITION OCCURS. 12. PROVIDE & INSTALL FIRE RETARDANT BLOCKING IN WALLS AS REQUIRED AT ALL AREAS WITH BUILT-IN COUNTERS, SHELVING, CABINETS, ETC. 13. BEFORE STARTING ANY WORK EACH CONTRACTOR SHALL EXAMINE WORK PERFORMED BY OTHERS TO WHICH HIS WORK ADJOINS OR IS APPLIED. REPORT TO THE DESIGNER ANY CONDITIONS THAT WILL PREVENT SATISFACTORY COMPLETION OF WORK. 14. THE SUBTRADES WILL BE RESPONSIBLE FOR THE COMPLETE DESIGN OF THEIR SCOPE OF WORK. ALL DESIGN AND COSTS FOR THE WORK SHALL BE PRESENTED TO THE OWNER FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. 15. THESE SUBTRADES ARE RESPONSIBLE FOR ALL CONSTRUCTION DOCUMENTATION AND PERMITS REQUIRED TO COMPLETE THEIR WORK. 16. THESE SUBTRADES ARE RESPONSIBLE FOR ALL COORDINATION WITH RELATED TRADES WHEN THE SCOPE OF WORK OVERLAPS, IE. HVAC WILL PROVIDE SUFFICIENT COORDINATION WITH ELECTRICAL SUBCONTRACTORS SO THAT ALL WORK AND CODES NECESSARY TO COMPLETE THIS WORK ARE INCLUDED IN THE PROJECT COST. 17. THESE SUBTRADES MUST ENSURE THAT ALL WORK IS COMPLETED ACCORDING TO ALL CODES ENFORCED IN THE JURISDICTION OF THE PROJECT. 18. THE CONTRACTOR SHALL GIVE TO THE PROPER AUTHORITIES ALL NOTICES AS REQUIRED BY LAW & OBTAIN ALL OFFICIAL BUILDING PERMITS. 19. UPON COMPLETION OF WORK, THE TENANT SPACE PREMISES, & ADJOINING AREAS SHALL BE MADE NEAT, CLEAN, WHOLE, TIGHT, & FIT FOR IMMEDIATE OCCUPANCY. EACH INDIVIDUAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND MAKE AREAS NEAT THAT WERE AFFECTED BY THEIR WORK. 20. ANY PENETRATIONS THROUGH NEW OR EXISTING (1) HOUR FIRE RATED WALLS ARE TO BE SEALED WITH FIRESTOP CAULK AS REQUIRED BY CODE TO MAINTAIN (1) HOUR FIRE RATED SEPARATION. ALL SUB -CONTRACTORS RESPONSIBLE. 21. ALL MECHANICAL, ELECTRICAL, AND SPRINKLER SYSTEM WORK TO BE PERFORMED ON A DESIGN -BUILD FORMAT. MECHANICAL, ELECTRICAL, AND SPRINKLER CONTRACTORS TO PROVIDE ALL DRAWINGS, SPECIFICATIONS & CALCULATIONS AS REQUIRED BY STATE & LOCAL CODES. 22. CONTRACTOR TO PROVIDE & INSTALL FIRE EXTINQUISHERS AS REQ'D BY FIRE MARSHALL. ALL OFFICE EXTINGUISHERS TO BE RECESSED. ALL WREHOUS EXTINGUISHERS TO BE WALL MOUNTED. 23. PHONE BOARD TO BE FIRE RETARDANT, INTERIOR SOUND GRADE (2) - B-D INT APA - UTILITY PANEL WITH ONE SOLID SIDE FOR A SMOOTH PAINTED SURFACE. 24. ALL PARTITIONS IN EXCESS OF 30' LENGTHS SHALL HAVE FULL HEIGHT CONTROL JOINGS INSTALLED WITH 30' MAXIMUM SPACING. 25. ALL RATED DOORS ARE TO BE LABELED AS SMOKE & DRAFT CONTROL DOOR MEETING THE REQUIRED UL1784 DOOR TESTED USING NFPA 252. 26. ALL RATED SIDELIGHTS REQ'D TO MEET NFPA 257 TESTING. CONTACT LIST OWNER OTTER LAKE ANIMAL CARE CENTER EMAIL: wajo94@aol.com PO BOX 515 HUGO, MN 55038 DR. WAYNE SCANLAN GENERAL CONTRACTOR / OWNER REPRESENTATIVE SCOTT BUILD EMAIL: RICKSCOTT@SCOTTBUILD.COM 12 DIVISION STREET PHONE: 763-684-0000 BUFFALO, MN 55313 RICK SCOTT ARCHITECT PLANFORCE GROUP EMAIL: RYAN.SCHROEDER@PLANFORCEGROUP.COM 4931 WEST 35TH STREET PHONE: 952-541-9969 SUITE 200 ST. LOUIS PARK, MN 55416 RYAN SCHROEDER, AIA CIVIL ENGINEER LOUCKS EMAIL: JDONOVAN@LOUCKSINC.COM 7200 HEMLOCK LANE, PHONE: 763-496-6724 SUITE 300 MAPLE GROVE, MN 55369 JON DONOVAN STRUCTURAL ENGINEER VAA, LLC EMAIL: MMIELKE@VAAENG.COM 2300 BERKSHIRE LANE N PHONE: 763-486-2939 SUITE 200 PLYMOUTH, MN 55441 MIKE MIELKE, P.E., P.ENG, LEED AP MECHANICAL / ELECTRICAL / PLUMBING - DESIGN BUILD PLUMBING - B&D PLUMBING HVAC - WIDSETH ELECTRICAL - GRANITE LEDGE ELECTRICAL F/P - SUMMIT COMPANIES ALTERNATES # DESCRIPTION GENERAL NOTES -PLANNING 1. BUILDING SIGNAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT 2. BUILDING WILL BE FIRE SPRINKLED. PLANS TO BE SUBMITTED WITH BUILDING PERMIT 3. SITE IMPROVEMENTS CONSTRUCTION ESTIMATE $137, 862.00 NARRATIVE 1. THE SCOPE OF THIS PROJECT IS TO ADD A 2,850 SF BUILDING ADDITION TO THE EXISTING OTTER LAKE ANIMAL CARE CENTER. THIS ADDITION WILL HOUSE EXAM ROOMS, AN TREATMENT AREA, AND A SURGERY BAY ALONG WITH SUPPORTING SPACES. 2. THE EXISTING BUILDING WILL REMAIN IN PLACE WITH SOME NEW FINISHES ADDED ALONG THE FRONT FACE AND THE REMAINING FINISHES GETTING A NEW COLOR COAT OF PAINT. 3. TO SUPPORT THE BUILDING ADDITION, A NEW PARKING LOT WILL BE ADDED TO THE NORTHEAST CORNER OF THE LOT. ACCESSIBLE PARKING STALLS WILL ALSO BE CRATED IN THE EXISTING PARKING LOT. SHEET INDEX N N O N � N N O It N O 0 N O W_ W_ w w z z Q Q J J o- n W W Di> Iloilo ■ ■ TO.00 TITLE SHEET ❑ ❑ TO. 01 ACCESSIBILTY DETAILS CIVIL ■ ■ CO-0 CERTIFIED SURVEY ■ ■ C1-1 EXISTING COND ■ ■ C1-2 DEMOLITION PLAN ■ ■ C2-1 SITE PLAN ■ ■ C3-1 GRADING & EROSION CONTROL ■ ■ C4-1 UTILITY ■ ■ C8-1 CIVIL DETAILS ■ ■ C8-2 CIVIL DETAILS LANDSCAPE ■ ■ L1-1 LANDSCAPE PLAN ■ ■ L2-1 LANDSCAPE DETAILS ARCHITECTURAL ❑ ❑ D1.01 DEMOLITION PLAN - LEVEL 01 ❑ ❑ AO.05 DOOR/FRAME SCHEDULE AND DETAILS ❑ ❑ AO.06 PARTITION TYPES AND DETAILS ❑ ❑ AO.08 CURTAIN WALL ELEVATIONS AND DETAILS ❑ ❑ AO.10 CODE REVIEW / LIFE SAFETY ■ ■ A1.11 CONSTRUCTION PLAN - LEVEL 01 ■ ■ A1.12 CONSTRUCTION PLAN - MEZZANINE ❑ ❑ A1.13 CONSTRUCTION PLAN - ROOF ❑ ❑ A1.21 DIMENSION PLAN - LEVEL 01 ❑ ❑ A1.22 DIMENSION PLAN - MEZZAININE ❑ ❑ A2.01 CEILING PLAN - LEVEL 01 ❑ ❑ A2.02 CEILING PLAN - MEZZANINE ❑ ❑ A4.01 FINISH PLAN - LEVEL 01 ❑ ❑ A4.02 FINISH PLAN - LEVEL 02 ❑ ❑ A5.10 ENLARGED CONSTRUCTION PLANS / INTERIOR ELEVATIONS ❑ ❑ A5.11 ENLARGED CONSTRUCTION PLANS / INTERIOR ELEVATIONS ❑ ❑ A5.12 ENLARGED STAIR DETAILS ■ ■ A6.00 EXTERIOR ELEVATIONS ■ ■ A6.01 EXTERIOR ELEVATIONS ❑ ❑ A6.10 INTERIOR ELEVATIONS - RECEPTION DESK ❑ ❑ A6.11 INTERIOR ELEVATIONS ❑ ❑ A7.00 BUILDING SECTIONS ❑ ❑ A7.10 WALL SECTIONS ❑ ❑ A7.11 WALL SECTIONS ❑ ❑ A8.00 DETAILS ■ ❑ A8.01 DETAILS ❑ ❑ A8.10 CASEWORK STRUCTURAL ❑ ❑ SO.01 GENERAL STRUCTURAL NOTES ❑ ❑ S1.11 FOUNDATION PLAN ❑ ❑ S1.12 LEVEL 02 FRAMING ❑ ❑ S1.14 ROOF FRAMING PLAN ❑ ❑ S5.10 FOUNDATION DETAILS ❑ ❑ S5.11 FOUNDATION DETAILS ❑ ❑ S5.12 SHEARWALL DETAILS ❑ ❑ S5.20 TYPCIAL STEEL STUD FRAMING DETAILS ❑ ❑ S5.21 TYPCIAL STEEL STUD FRAMING DETAILS ❑ ❑ S5.40 FRAMING DETAILS ❑ ❑ S5.41 FRAMING DETAILS MECHANICAL ❑ ❑ MO.00 MECHANICAL TITLE SHEET ❑ ❑ M1.10 LEVEL 1 HVAC PLAN ❑ ❑ M1.20 LEVEL 2 HVAC PLAN ❑ ❑ M6.10 HVAC SCHEDULES PLUMBING ❑ ❑ P4.01 LEVEL 1 PLUMBING PLAN ❑ ❑ P4.02 LEVEL 2 PLUMBING PLAN ELECTRICAL ❑ ❑ E1.0 LEVEL 1 POWER ❑ ❑ E2.0 LEVEL 2 POWER ❑ ❑ E3.0 LEVEL 1 LIGHTING ❑ ❑ E4.0 LEVEL 2 LIGHTING ❑ ❑ E5.0 SYSTEMS PLAN ❑ ❑ E6.0 ELECTICAL SITE PLAN ■ ■ E6.1 SITE PHOTOMETRIC PLAN ■ ❑ E6.2 SITE LIGHTING DETAILS 17 PLANFORCE ARCHITECTURE + DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com BUILD OTTER LAKE AN I MAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota. Signature Name: Ryan Schroeder Registration : #50047 Project Contact : Ryan Schroeder Phone Number: 952-541-9969 LOCATION MAP 6848 OTTER LAKE RD, HUGO, MN 55038 N NNW SITE wtm W1 1 '1\wv1\!J■�M!NL100M! CERTIFICATE OF SURVEY �for� DR. WAYN E SCAN LAN �of� 6848 OTTER LAKE ROAD LINO LAKES, MN 55038 PROPERTY DESCRIPTION: That part of the South Half of the Northwest Quarter of the Southwest Quarter of the Southeast Quarter of Section 24, Township 31, Range 22 and the North 65 feet of the Southwest Quarter of the Southwest Quarter of the Southeast Quarter of Section 24, Township 31, Range 22, Anoka County, Minnesota, described as follows: Beginning at a point 33 feet east and 800.77 feet north of the South Quarter corner, Section 24, Township 31, Range 22; thence east a distance of 325 feet; thence south a distance of 203 feet; thence west a distance of 325 feet; thence north a distance of 203 feet, more or less, to the point of beginning, except road, subject to easements of record. NOTES - Field survey was completed by E.G. Rud and Sons, Inc. on 1 /15/13 and 11 /8/18. - Bearings shown are on the Anoka County Coordinate System. - Curb shots are taken at the top and back of curb. - Parcel ID No. 24-31-22-43-0009. Total parcel area = 65,968 sq. ft. (1.51 acres) - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Due to field work being completed during the winter season there may be improvements in addition to those shown that were not visible due to snow and ice conditions characteristic of Minnesota winters. - BENCHMARK: MNDOT Station 0282S located in the NE 1/4 of Sec. 24, T.31, R.22. Elevation = 931.46 ft. (NAVD 88 Datum) - Wetland delineation by Jacobson Environmental, PLLC. LEGEND_ • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 (UNLESS OTHERWISE NOTED ON SURVEY) DENOTES ANOKA COUNTY CAST IRON MONUMENT ❑ DENOTES CATCH BASIN OD DENOTES STORM SEWER MANHOLE Os DENOTES SANITARY SEWER MANHOLE 4 DENOTES STORM SEWER APRON DENOTES HYDRANT MM I� DENOTES GATE VALVE x x DENOTES FENCE OHw---E)-, DENOTES POWER POLE AND OVERHEAD WIRES X 952.36 DENOTES EXISTING SPOT ELEVATION ..... ................... DENOTES EXISTING CONTOURS IT DENOTES TELEPHONE PEDESTAL © DENOTES CABLE PEDESTAL ® DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE wet DENOTES DELINEATED WETLAND BLDSB DENOTES BUILDING SETBACK LINE > DENOTES EXISTING SANITARY SEWER » DENOTES EXISTING STORM SEWER DENOTES EXISTING WATER MAIN ESL'9" Professional Land Surveyors www.egrudxom 6,776 Lake Drive N E, Suite 110 Lino Lakes, MN 55014 Tel. 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RLS LINE OF THE SE V4 OF SEC: 24 SAN MH / I. a \ / xslo'11 o 90 • / 90s.34 / x N' 908.73 RIM=909.71 \ / : MUCK \\ O`\Q I 909.85 9 ! x91030 INV(NW)=892.9 j / W;' 903.59 Q \ / / T? 9b6.98 p �� OE BOT • : ROT O\ I EPOND INV(NE-SW)= 1.78___ 0�� ; all, O�Q\ ��\G / MUCK I TOx90: T--- BLDSB---- _-r=G----BLDSB---- -BLDSB--�--BLDSB 909.42 x x x909.95 co 908.77 \\ C/ / / 907.09 JI. /•. ::x 912.06 \ m / (' \ ` \ / QQ' �09.85•z INVFES 907:29 \ / 90N- A`EPOND i = ,• j TOP (` \ EPOND: o� \ _ %/ 9.09.79 \ x 910.51 / o.os909.11 PROPOSED DRAINAGE',N6 UTILITY EASEMENT x . y' TOPCMP MUCKO / _ \� •,. j "yi P.24 \a x910.96 / BOTT 91'0 �29 / 911.32 Al '� .. ✓'� 906.98 I .•X/ TOP .) x 910.83 N I ""902:$5 • / 905.65 I , % ( / 910.39 p`T� I 907.06 BOT'f / � MUCK ...906 PEOND x No / RAIL EBI.14 x �10.19 I 'EPOND / x 911T I.........../............`I!...........907:15 x 910.84 m / \ \ FROND / 911.29 TOE C x 909.97 / 32:• '�' Op �P� O�� I"•.,.. �. 0 x x910.88 x910.34 \\/� 909.38 j ........................... 910.34 ......•• X • / \ 909.78 CS -----• .._.�8.---- ' (` \ 908.76 910.33 910.00 � / 910.69 910.31 SP3 BC 5 r1.64 all. x910.72 `<�.// x x x x o x Sj� i / A.RDRAIL-31 x 910"'••/,,, 41NCHPVC ` x 909. o T V p�� 81 s1o.s9xo910.52 x / / z 911X38 x 911.40 11.22 •"'•""'••.••910.5q 1-UP k 911.94 911.05 x / x 1-UP x 910.95 :, x 909.89 PPNE,SW ry / 911.32 9// 911.29 910.61 xX10.93 X�X X 910.51 �� ry ...../ .. X X, 910.98 X 911.04 WO NG �w I m �O' x913.21 N V)2 E---�.- x910.95 I N DECKI ^' 5z V) FLOOR SHED 910.74x o / � w x I.... / 11.77 912.21 912.98 /912.13 / 10.0 d9 ELEBOX PPNE,SW BC CLCUT 913.26 1�. 9 / I x 912.15 910.93 / x 913.26 x 911.29 I 91 0 ❑ BIT / �� / 1°' a3 v3 oQi 913.51 g 913.51 x912.91 '1/ \\ `l,' NOJ NOJ C�2� BC - ECONC �( G DRAIL 91 9 / o 'M �c: \� 9 0.96/ :''0 E IT �� 0 \ m rnm p (\ _) x913.01 I / / `X, x /i S \ I xx s1 S O 0 912/93 x / / x i9 ) V OI 9 91278 / 913.78 x x 913.73 ,/ �Q •' x m cv / / b x 913.67 913.22 / � x �•, 961C3.80 -_ 1 Lam- 912.45 x910.37 I••w U / U - _ / aim. _ 911.62 3 W 912.4 91z.az s1�s.os x911.as x ° 6' CHAINuNK FENCE xx .•• w \ Ld x ,y G1Q-- x913.29 \ O 914.29 '. r� \ 912.18 ..... .912............... x913.66 910.14 m _ 913.02 913.25 ECONI " 912'04 •.... i \ x W \ \ I \ xSATDISH x / / \ SP4 J J V7 1 x •914.16 W Al.LLJ AIL / BC3.84 ���\\� \�) / x912.46 \ \/K i x913.45 \�\ \\\ .x x9E1.52 911 58 912.7 ��� _ \ BC // EBIT 913.10-�� I ��`\ x912.24 912.81 x x913.75 913.14 x`-) \ 0-0 � x ID 913.53 912.78 94. % o A.................... 4r) EBIT (V - : P, x 914.51 913.59 2 ........ - J / 1 / ..... mm x 91 .. 67 r 913.17 I __ 5\ a ................ ....91'4:1 b' x o �... 913.66 913.94 a.................914 / /\ _ /1 O I _ ®�WELL'GE' \� x914.13 x 914.69 914.79 x914:09..,, x913.23 m X 915.00 x914.53 915.39 X X ae X X�'k� ;x 914.05 914.43 912.31 1 N I 90.2 BC // V E1T4 913.28 0 913.71x / 913.33 MHSTRM�. / OI / I 4_ ECONC 15 -� 914.82 5 < 5 4 < / INV=90f.28 "913.37 1 x } o w 913.91\- SOUTH LINE OF THE NW 1/4 OF THE SW 1/4 S 5 `" 913.82 EXISTING m �� OI v BC 913.71 / / 55 I • �Q I OF THE SE OF SEC T. R.22 SHED � N.Q .... � m 1 /4 24, 31, 4 ti < 5 < I N I m 5 5 00 Q _ N rn� rn� eC '91 ., 913.43 0 ' 4o �0 / 5 � z 3 �9/� o S. rnw o,u rn/ m .`.5 y' `y I y< 7.3� I x913.49 I Q / 10 rn3, ro '.. rpm o .6, �, �/ /� 5. <I a x 913.54 o m '' c> �,., 9 m 913.75 < .. _ 913,82 � `��4�- EXISTING BUILDING S 5, 4. %. W r� o / °m o�m /-APPROXfMATE °R/W LOCATION AS 5` 5 s< 6848 OTTER LAKE ROAD 5' "� GRAPHICALLY SHOWN PER OTTER LAKE FIFE = 915.1 / 5 ' o % ROAD REALIGNMENT UTILITY & STREETS "O m -� 9123e �0 W I IMPROVEMENT PLANS SHEET 12 OF 31 913.six mw 10 PRIVACY FENCE---_\ o z a SHEETS PREPARED BY TKDA PLANS �w a' wood ci Q o sf4.16 ORIGINALLY DATED 07-06-98 AND o o~ a n 3 BC REVISED FOR ASBUILT ON 02-07-OOW 9�.2 ) --- 33 --- -- ......... sla.sa j Z 914.25 914.31 ..3 914.45 ECONC - - �g�LVS- - DSB 4<A�X-X_ X X W BC BC -__BC!tB5BX .914.39 I W W W p'' _ .. x.91.4:�?. �VgSg�r 913.49........X......................................................... ....................Y.. 91.4:X x91420 914.50.................................. I m i .......... BLDSB -�91.a J•-•.� I 2-UP 913.63 p..L......................................\ x 913.92 ...,.\ B C5.62 p OO 913.27 �- x 913.39 x 912.46 I z _ 913.kl,/. '' ..x.973:72.............x...914. ................... 912.82 912.85 W 2A45 W W f- 913.46 EBIT 91294 W 268 eM WL2A-3 eM + WL2A-4 }gM-� WL2896 x I U1 I BC912.60 91280 WL2-4 9122.93 91272 WL2A-2�} it 3 eM }eM - W W W :� CA �'WL WL2-7 4 }gM< -2 912.47 912.35 �E- JJ L } i I 912.42 912. 3 �Q M - \� WL WL2 WL2-6 WL2-5 -49 g -} -_� gM 1 x 2:71L2A 7 W I ,\II. �A,N W12.10 I J W 0 ~ I .' 2 91 .66 � � 911.51 ..... }eM ... .........X-911'.88� .... .. am III .....L .....2-WET................................... .............................. _.. � 91204 _9�38 -BLDSB--- -BLD6B � x 909.01 908.97 I� I X 913.97 913.17 .....914.. I........ V O WL 9 � TOPCMP „ 912 911.47 x 911.64 ...... ... --- 1.x Q W _ --- -,� Est W � W p 3 I s14. 7 910.1 ----- I x - LINE PARALLEL WITH THE SOUTH I z _o v 1 o x `. Fps 3SE~ 1\�I, x 911.2z P R O P O Sx Eo D DRAINAGE I AND U T I L I T Y E A S E M E N TI 9,,.7a \ LINE OF THE SE 1 /4 OF SEC. 24 O I Y_ U ~ Q J 9,12.53 : 911.03 910.38 x 910.62111 X 912.18 ti' (� z WL2-10 V ( 9 )2j5-4 Il./--V-K .�-�913b9- x913� 914.02 x �'.0 913.9 3 WETLAND 912 . s 7 x911 05 -- rn e'er EBIT ,\II, ,\II, JI. WL2A-8 _ '"� / 0, 0 : 912.77 \ x 911.53 WL2-11 \ - x91.1.86" .. - SQ mm ; \- _SOUTH LINE OF THE NORTH 65 FEET OF THE SW 1/4 gt xg14.55 s16.23 _Q - OF THE SW 1/4 OF THE SE 1/4 OF SEC 24, T.31, R.22 II, 913.53 x914.20 "" ..... Iir- BC x 910.78 ...................... . 911.59 ..,. ,WL2A-9 �"'� x916.49 \ I _ O x WL2962 O x x 911.73 x 911,82......... _ -Wet x 916.43 0. O 913.61 0 2 rn N I 0) ^ o f WL2A-10 9 3 N /\ c 2 I •. 912.8 ............. w � V 914.82 974..., WL2-13 x 910.98 912" W - etWg �/ EBIT .... _ - I 914.43 x 913.40 & Wet Wet wet .......... WL2-14 p dlll. Viet g12,24 91265 WO = I WL-NOFLAG x 912.98 WL2A-12 ---- __ 912.27 .... \N - 50 _ Wet WL-NOFLAG ........................ _.. I ...................... --- 914.......... N U n 913.86 x 913.43 ................... V WL2-15............................................. wW II D- 0 _ I 1914,211 z= PPSNE,SW EXISTING ZONING/SETBACKS: I 3o Current Zoning: Light Industrial District (LI) \ I Building Setbacks: Street = 50 ft. I \\ I I Side = 10 ft. \\ Rear = 15 ft. I \\\ I Wetland = 10 ft. Parking Setbacks: I n I Street = 15 ft. Side = 5 ft. \\ UTH QUARTER CORNER I Rear = 5 ft. VF SEC 24, T.31, R.22 /\ Wet 913.54 WL2A-11 NORTH 20 x 915.65 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. .. X 916.27 80 X 908.17 909.73 x 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I om o duly Registered Land Surveyor under the laws of the State of Minnesota. JA S E. D Date: 410812022 License No. 41578 DRAWN BY: BAB JOB NO. 13028BT DATE: 1117113 CHECK BY. JER SCANNED ❑ 1 11115118 ADDL TOPO AND WL DELINEATION BAB 2 5117119 ADDL TOPO BAB 3 7101119 REV R/W & ADD EASEMENTS JEN 4 4108122 City Submittal JEN NO. I DATE DESCRIPTION BY / z /0 o / A z /0 / A A 0 A I 03 / REMOVE & REPLACE STORM SEWER AS / NEEDED FOR UTILITY DEMO. & / INSTALLATION i / A A A Q / A I A n A I I n ` n / I � I A I n _ I n A v I I A n v I I n n v I I I I _ v A v A n I \� I I I I I REMOVE BITUMINOUS PAVEMENT. COORDINATE W/CITY. REMOVE EX. CURB & GUTTER OVE BITUMINOUS TRAIL —WL— —WL— —WL \ W�� alo ah. J �WL� —NIL >11 y,� v 0 20 40 -N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD&SONS, DATED JULY1st,2019. DEMOLITION LEGEND: REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. x x x x x x x x x x x x REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING UTILITIES REMOVE EXISTING MANHOLES, POWER 0 POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. xREMOVE EXISTING TREES SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON -SITE. REFER TO GRADING & EROSION CONTROL PLAN FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE GRADING & EROSION CONTROL PLAN. 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. PRIVATE WELL TO BE CAPPED PER CITY AND STATE STANDARDS. CALL BEFORE YOU DIG! (tilt Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 (UNLESS OTHERWISE NOTED ON SURVEY) DENOTES ANOKA COUNTY CAST IRON MONUMENT DENOTES CATCH BASIN O DENOTES STORM SEWER MANHOLE O DENOTES SANITARY SEWER MANHOLE t DENOTES STORM SEWER APRON DENOTES HYDRANT N DENOTES GATE VALVE x x DENOTES FENCE oHw— DENOTES POWER POLE AND OVERHEAD WIRES X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS p DENOTES TELEPHONE PEDESTAL © DENOTES CABLE PEDESTAL DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE Wet DENOTES DELINEATED WETLAND -----— DENOTES BUILDING SETBACK LINE > DENOTES EXISTING SANITARY SEWER >> DENOTES EXISTING STORM SEWER DENOTES EXISTING WATER MAIN PLANFORCE ARCHITECTURE * DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 BUILD . Lo. U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jonathan J. Donovan - PE License Ni). 44613 Date 03-02-22 Loucks Project Ni). 18615 Project Lead JJD Drawn By TRG Checked By VMA Review Date 04-11-22 NO. Print History Date 01 SITE PLAN REVIEW 03-24-22 02 CITY COMMENTS O4-11-22 NO. Description Date DEMOLITION PLAN Project 18615 Drawn TRG C 1 2 Checked JJD OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 WARNING: / THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL 01 / / CALL BEFORE YOU DIG! EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. Gopher State One Call % THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-4540002 AT TWIN CITY AREA: 651-454-0002 - TOLL FREE: I-800-252-II66 LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE y� / DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. REPLACE BITUMINOUS TRAIL PER CITY STANDARD DETAIL REPLACE B612 CURB & GUTTER PER CITY STANDARD DETAIL OHW---- OHW - PATCH BITUMINOUS FCH EXISTING SECTION ITY STANDARD DETAIL / STREET ROW i / k 41 TRANSITION TO B612 / MATCH EX. CURB 1SQ k a / o 3 ' R 3' 1?oxx O�� °"W °"W / / / EXISTING POND °� NWL-908.85 / HWL-910.27 / � / I �A O-RE-STRIPE EXISTIN PARKING LOT 26 1 / / / / / / / / 3 / I / � / 3 O o ' � I 3 3 4ILDING SETBACK LINE S I I -)aM- +40 18.0 o�� PROPOSED PONV SEMENT O / PSBL PSBL PSBL / / PSBL PS PSBL PSBL PSBL PSBL PSBL Ic„ 010 / / -- RAI I�ARDIAN_SETAIL o� IO-----�-----BL,p9B-----lL08S O1\* \0 / 01 ° / / 11 �I m 9_0 0 o,\* ZSURMOUNTABLE CURB & GUTTER / R 3 TYP-SEE DETAIL R 42 rF- CONCRETE PAVEMENT 1 RAIN GARDIAN-SEE DETAIL o�1 N R18' R3' R ' / I / of NI R 42' 'TAPER 18.0' FLAT CURBS II a TYPICAL AD PARKIN SEE DETAIL 1 a, 8' TAPJR 4.0' EE ARCH. FOR TRASH 3' TAPER } I I 11 06 �I I DO ENCLOSURE SCREENING �, a s a a G Q Q a n O Q ' a ° G a t9 -------- v �----'*--- v ---a --' x x x x x x I I 2f850 SF BUILDING ADDITION I CONCRETE SIDEWALK TYP-SEE DETAIL _---CONCRETE STOOP. SEE ARCHITECTURAL o1 MATCH EXISTING FENCE AND/OR STRUCTURAL. U�I x -CONCRETE STAIRS W/HANDRAIL i CONCRETE 2 RISERS. SEE DETAIL i MECHANICAL EQUIPMENT PADS x LOCATION •8' TAPER 1 x- -x x x 90.2 54 <.5 L5 <'S4 5 45 5 eS < ADA NO PARKING ACCESS AISLE < < ti s SIGN -SEE DETAIL 54 s 5 x W. ADA PARKING < s 5 s 4 .5 < s ti< ^7.3^ SIGN TYP-SEE DETAIL / I�- o CONCRETE STOOP. SEE ARCHITECTURAL AND/OR STRUCTURAL. MATCH EX. SIDEWA K--eu>�___-_ CRETE SIDEWALK x X x- TYP-SEE DETAIL lam lam lam jam )am dl, la lam 78Sd -lBSd -lesd Jesd 7lBSd Jesd Jesd Jesd �BSd .tit. µPf \ ah. 3 alt. wet et \ wet ah. -wet alt' wet we, _ - wet wet --wet x lesd 0 20 40 -N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1 st, 2019. PAVEMENT TYPES Ll CONCRETE SIDEWALK LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT -SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT -SEE DETAIL 5.0' PARKING SETBACK LINE SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. CIVIL LEGEND DOSnNG PROPOSED GSANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT 14 HYDRANT GATEVALVE H Ill POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE -17- SIGN R BENCHMARK SOIL BORINGS_ ® WATER MANHOLE TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE -WWATER SERVICE S, SANITARY SERVICE p HANDICAP PARKING L9z DIRECTION OF FLOW 1_0: SPOT ELEVATION CONTOURS �- SANITARY SEWER >>- STORM SEWER WATERMAIN FM FORCEMAIN iM --i> DT- DRAINTILE » DT- SILT FENCE CURB & GUTTER RETAINING WALL TREELINE EASEMENT LINE - - - - - SETBACK LINE - - - - X X FENCE LINE -X X- TEL UNDERGROUND TELE GAS- UNDERGROUND GAS OH- OVERHEAD UTILITY 1170- UNDERGROUND FIBER OPTIC al- UNDERGROUND ELECTRIC ATV- UNDERGROUND CABLE TV PARKING SETBACK LINE PSBL BUILDING SETBACK LINE PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS 3 SITE DATA TOTAL PROPERTY AREA: 1.51 AC DISTURBED AREA: 0.80 AC EXISTING IMPERVIOUS AREA: 0.304 AC PROPOSED IMPERVIOUS AREA: 0.614 AC OFF-STREET PARKING CALCULATIONS PARKING STALLS REQUIRED = 37 STALLS EXISTING BUILDING = 3900 SF PROPOSED BUILDING = 2850 SF TOTAL BUILDING AREA = 6750 SF = 6750 / 200 = 33.75 + 3 STALLS PROPOSED PARKING STALLS PROVIDED = 37 STALLS 35 - 9'X18' STANDARD STALLS 2 - 8'X18' ADA STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING = 2 STALLS REQUIRED ACCESSIBLE PARKING = 2 STALLS" "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 26 TO 50 STALLS SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 9. SEE EXISTING CONDITIONS/EG RUDD SURVEY FOR BUILDING SETBACK LINE. PLANFORCE ARCHITECTURE * DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 .� Lo U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jonathan License Ni). 44613 Date 03-02-22 Loucks Project Ni). 18615 Project Lead JJD Drawn By TRIG Checked By VMA Review Date 04-11-22 14u. mint History uate 01 SITE PLAN REVIEW 03-24-22 NO. Description Date SITE PLAN Project 18615 Drawn TRG C2-1 Checked JJD OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 0 20 40 -N- SCALE IN FEET 914,94 BC BC '99 PPN S8 I 3 x 0 3 x 0 3 0 M 1 �i am 0 3 of 911.96 BCCB 3 O-Z* BC .28 A A Z 0 A A 912.55 Bc 3 o� A 03 A A 911.97 PPN,S 914,43 BC BC '62 BC '23 913.44 BC W A 0 A 913.33 MHSTRM n A 913,46 BC M v Mm PP NE,SW / 910.64 / EBIT / 909.11 910.42 x TOE TOP EOF INLET PROTECTION (TYP.) / OHOHW W- - OHW- 910.01 GV x 909.58 909.82 -yc 0 a� Off'/ 911a� F x TOOE.35 ) x 910.0; ee \ 3 \ OUTLET SKIMMER STRUCT� RE I \� PROTECTION -SEE DETAIL I \ OUTLET PROTTION N DURING CON RUCTIQN �X912. I \ I SILT FEN C AT OUTLET PERIMETER SILT FENCE TO REMAIN OUTSIDE OF TREE DRIPLINES. TREES TO BE FENCED PER DETAIL. x 909.01 908.97 TW=912.64 ]W=912.72 TW=912.44 5W=910.00 -TW=912.62 -GW=910.00 -TW=912.96 GW=913.05 x 913.97 EBIT BIT I \ All, = x 911.53 .111. 1.E6� fie- x 914.55 I '914.20 '- 913.41 x x910.78 x91� wet-/ / / x916.49 -- k, x 911.59 e, \ `III, x911.73/ / .111wetx 916.43- / g16� �9J x 910.98 - -912- wet EBIT - / 4\ \ / x916.27 BIT / 914.43 x \ s \ - =- wel wet wet -wet / x 915.65 mr .III�Wet x912.98 \\✓� we< 913.86x x 915.22 x 914.28 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 TILE NAME COMPANY PHONE NUMBER OWNER DR. WAYNE SCANLAN OTTER LAKE ACC 651-426-8871 PROJECT MANAGER JON DONOVAN LOUCKS ASSOCIATES 763-424-5505 EROSION DESIGNER VAL ANDERSON LOUCKS ASSOCIATES 763-424-5505 CONTRACTOR TBD TBD TBD SITE MANAGER TBD TBD TBD SITE INSPECTOR TBD TBD TBD WARNING: 909.73 x x 912.38 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1 st, 2019. EROSION CONTROL LEGEND CIVIL LEGEND BIO ROLLS -SF- SILT FENCE INLET PROTECTION EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE SOIL AMENDMENT DOSTING PROPOSED OSANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT { GATEVALVE H OPIV POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE v SIGN 03 BENCHMARK SOIL BORINGS_ YYYBBB 0 WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE NOTE: CONTRACTOR TO ACQUIRE GRADING EASEMENT WITH - WATER SERVICE ADJACENT PROPERTY FOR GRADING OUTSIDE OF -S• SANITARY SERVICE pp PROPERTY. HANDICAP PARKING L� x 911.61 x 913.37 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. DIRECTION OF FLOW�� SPOT ELEVATION CONTOURS >! SANITARY SEWER »- STORM SEWER WATERMAIN FM FORCEMAIN iy --->> DT- DRAINTILE » DT- SILT FENCE • • • CURB & GUTTER RETAINING WALL TREELINE - - - - - EASEMENT LINE - - - - - SETBACK LINE - - - - X X- FENCE LINE -X X- TEL UNDERGROUND TELE SAS- UNDERGROUND GAS OH! OVERHEAD UTILITY F0- UNDERGROUND FIBER OPTIC ALE- UNDERGROUND ELECTRIC ITN- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. ALL ACCESSIBLE SIDEWALKS SHALL NOT EXCEED 5% RUNNING SLOPE OR 2% CROSS SLOPE. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 8 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. SOILS AMENDMENT TO BE PERFORMED PER RICE CREEK WATERSHED DISTRICT SOILS AMENDMENT GUIDELINES FOR DISTURBED SOIL. STOCKPILE AND COVER SOILS UNTIL REAPPLIED. PLOW OR TILL AT LEAST 2-INCHES DEEP BEFORE REPLACING STOCKPILED SOILS. PLACE 8 INCHED STOCKPILED SOILS AND ANY IMPORTED TOPSOIL NEEDED. APPLY A LAYER OF COMPOST 2.5-INCHES DEEP AND ROTOTILL INTO TEH 8 INCHES DEEP TOPSOIL. KEEP RECEIPTS FOR COMPOST TO VERIFY VOLUMES USED. TOPSOIL CALCULATED: 129 CY COMPOST CALCULATED: 54 CY 5. BIO ROLLS, INLET PROTECTION, AND ALL OTHER SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BEFORE ANY UPGRADIENT, LAND -DISTURBING ACTIVITIES BEGIN AND MUST STAY IN PLACE UNTIL PERMANENT COVER IS ESTABLISHED. 6. REFER TO THE PRELIMINARY GEOTECHNICAL REPORT (REPORT NO. B12812420), DATED JANUARY 11, 2019, AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CANNOT BE PLACED IN THE NATURAL BUFFER AREA, SURFACE WATERS, OR STORMWATER CONVEYANCE SYSTEMS. BIO ROLLS TO BE INSTALLED ON DOWN GRADIENT PERIMETER OF SOIL STOCKPILES. 10.SEE UTILITY PLAN FOR STORM SEWER AND SANITARY SEWER INFORMATION. 1 1.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12.ORANGE CONSTRUCTION FENCE MUST BE INSTALLED ON ALL PERIMETER TREES AGAINST ADJACENT PROPERTIES. FENCE MUST BE OUTSIDE DRIP LINE OF TREES TO BE SAVED. 13. THE WATERSHED DISTRICT INSPECTION SHOULD BE CONTACTED AT THE BEGINNING OF CONSTRUCTION, AFTER STORMWATER FEATURES ARE COMPLETED AND AT THE COMPLETION OF THE PROJECT. THE WATERSHED INSPECTOR TERRENCE CHASTAN-DAVIS CAN BE REACHED AT 763-398-3074. 14. AN AS -BUILT SURVEY IS REQUIRED BY THE WATERSHED OF THE COMPLETED STORMWATER TREATMENT SYSTEM, INCLUDING (BUT NOT LIMITED TO) CONTOURS, INVERT OF INLETS AND OUTLETS,AND VOLUME CALCULATIONS. 15. ALL SOIL IMPORTED TO BE APPROVED BY CITY. PLANFORCE ARCHITECTURE * DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 .j Lo U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jonathan J. Donovan - PE License No. 44613 Date 03-02-22 Loucks Project Ni). 18615 Project Lead JJD Drawn By TRIG Checked By VMA Review Date 04-11-22 I4u. mint History uate 01 SITE PLAN REVIEW 103-24-22 NO. Description Date GRADING & DRAINAGE PLAN Project 18615 Drawn TRG C3-1 Checked JJD OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 J CALL BEFORE YOU DIG! \ % Gopher State One Call TWIN CITY AREA: 651-454-0002 iN TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. II A REMOVE & REPLACE STORM SEWER AS NEEDED FOR UTILITY DEMO. & INSTALLATION I A A A A A A A A A /n v A A n n v A n v A v A v A A �v / A I — wet m, Wet Wet s� Wet — Wet — wet — / &*"' 0 20 40 -N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1 st, 2019. CIVIL LEGEND DOSTING PROPOSED OSANITARY MANHOLE • OUTLET SKIMMER STRUCTURE O STORM MANHOLE PROTECTION - SEE DETAIL ® ® CATCH BASIN 00 CULVERT HYDRANT GATEVALVE H em POST INDICATOR VALVE @P1V RAIN GUARDIAN 2 0 LIGHT POLE # RIM: 811.21 0 POWER POLE 0 I NV: 810.63 v SIGN N, BENCHMARK SOIL BORINGS_ ® WATER MANHOLE TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE —WWATER SERVICE —S SANITARY SERVICE HANDICAP PARKING ,VICE @ 1.1 % MIN. �'� DIRECTION OF FLOW SPOT ELEVATION NED WATER SERVICE �—e2�• CONTOURS raid >— SANITARY SEWER »— STORM SEWER WATERMAIN FM FORCEMAIN rY BEND -->> DT— DRAINTILE D>DT— SILT FENCE ° CURB & GUTTER RETAINING WALL 7 � TREELINE � NOUT x X — — — — — EASEMENT LINE — — — — — : 813.5 — — — — SETBACK LINE — — — — �VERT X X— FENCE LINE — X-R-ATION TEL— UNDERGROUND TELE ANITARY �aA9___ UNDERGROUND GAS .1 % MIN. OH— OVERHEAD UTILITY DMBINED WATER SERVICE " FO— UNDERGROUND FIBER OPTIC X. SAN. SERVICE I ---ME— UNDERGROUND ELECTRIC X. SIZE, INVERT ATV— UNDERGROUND CABLE TV x PROPERTY LINE —x x CONIFEROUS TREE x I 31NED FIRE & DOMESTIC,, DECIDUOUS TREE 'R SERVICE STUB g a x PARKING COUNTS Q UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5, FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: SANITARY SEWER PVC SDR 35 4" DIAMETER WATERMAIN DUCTILE IRON PIPE 6" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 4" PVC SDR 35. 10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. 11.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 12.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 13. PROVIDE SURVEYED SANITARY SEWER INVERTS TO ENSURE MINIMUM SLOPE OF 1.1 % IS MAINTAINED. PROVIDE INVERT ELEVATIONS TO CITY AND DESIGN ENGINEER TO VERIFY PROPER INSTALLATION. ■7 loomNo PLAINFORCE ARCHITECTURE + DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 ►rl BUILD ■u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jonathan J. Donovan - PE License Ni). 44613 Date 03-02-22 Loucks Project Ni). 18615 Project Lead JJD Drawn By TRIG Checked By VIVA Review Date 04-11-22 NO. Print History Date 01 SITE PLAN REVIEW 03-24-22 02 CITY COMMENTS O4-11-22 NO. Description Date UTILITY PLAN Project 18615 Drawn Checked TRG JJD C4-1 14. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR 16" TAPPING TEE. 15. TRAFFIC GRADE CAP TO BE PROVIDED ON SANITARY CLEANOUT OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 A A 1— oHw n \ ah, �r = \ et wei — wet — wet —� GENERAL GENERAL NOTES: — 0 20 40 v 3 -N- %Mmml SCALE IN FEET 12" EXISTING COTTONWOOD CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CALL BEFORE YOU DIG! CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS -1Gopher State One Cal I (MINIMUM 10' — 0" CLEARANCE). TWIN CITY AREA: 651-454-0002 �N TOLL FREE: 1-800-252-1166 ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. WARNING: EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND /OR RELOCATION OF LINES. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. REFER TO LANDSCAPE DETAILS SHEET L2-1 FOR PLANTING DETAILS, IRRIGATION NOTES, AND PLANTING NOTES. 30" EXISTING COTTONWOOD (4) 12' EXISTING CEDARS PROPOSED RETAINING WALL 12' EXISTING CEDAR 8" EXISTING COTTONWOOD 6" EXISTING COTTONWOOD NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD &SONS, DATED MAY 17th, 2019. LANDSCAPE DATA: * ALL REQUIREMENTS ARE BASED ON ONLY THE NEW BUILDING ADDITION AND AREA ADJACENT TO THE PROPOSED ADDITION AREA. PAVEMENT INCLUDED THE NEW DRIVE AISLE AND PARKING LOT. CANOPY COVER STANDARDS: CITY REQUIREMENTS: 3,659 S.F. (9,147 S.F. x 40% = 3,659 S.F.) (VEHICULAR HARDSCAPE x CANOPY COVER % = REQUIRED CANOPY COVER) PROVIDED: 5,950 S.F. LARGE TREES (INTERIOR LOT) — 950 S.F. (1 TREE @ 950) LARGE TREES (W/IN 7 FT.) — 4,200 S.F. (7 TREES @ 600) LARGE TREES (7 FT. TO 12 FT.) — 300 S.F. (1 TREE @ 300) MEDIUM TREES — 500 S.F. (2 TREES @ 250) FOUNDATION LANDSCAPE STANDARDS: CITY REQUIREMENTS: 2 LARGE TREES & 6 LARGE SHRUBS (90 L.F. / 100 L.F. = 2 LARGE TREES & 6 LARGE SHRUBS) (BUILDING FRONT FACADE L.F. / 100 L.F. = REQUIRED LARGE TREES & LARGE SHRUBS) PROVIDED: 1 LARGE TREE 3 MEDIUM TREES (1 LARGE TREE) 30 MEDIUM SHRUBS* (20 LARGE SHRUBS) * INCLUDING 16 EXISTING SHRUBS OPEN SPACE LANDSCAPE STANDARDS: CITY REQUIREMENTS: 4 LARGE TREES & 12 LARGE SHRUBS (7,894 S.F. / 2,000 S.F. = 3.9 TREES & 11.7 SHRUBS) (1 LARGE TREE PER 2,000 S.F. & 3 LARGE SHRUBS PER 2,000 S.F.) PROVIDED: 4 LARGE TREES 12 LARGE SHRUBS BUFFER AND SCREEN STANDARDS: CITY REQUIREMENTS: NONE (EXISTING PARKING LOT DOES NOT REQUIRE SCREENING) PROVIDED: NONE SOD AND GROUNDCOVER STANDARDS: CITY REQUIREMENTS: SEED OR SOD ALL AREAS NOT OTHERWISE IMPROVED PROVIDED: REFER TO LANDSCAPE PLAN & PLANTING NOTES TREE LEGEND EXISTING CONIFEROUS TREE — TOTAL CONIFEROUS TREES ON SITE = 6 • EXISTING DECIDUOUS TREE — TOTAL DECIDUOUS TREES ON SITE = 18 EXISTING CONIFEROUS TREE — TOTAL CONIFEROUS TREES REMOVED = 5 XEXISTING DECIDUOUS TREE — TOTAL DECIDUOUS TREES REMOVED = 6 PLANT SCHEDULE DECIDUOUS TREES CODE QTY COMMON NAME BOTANICAL NAME CDNT SIZE ,C) AB 5 I AUTUMN BLAZE MAPLE Acer freemanii 'Autumn Blaze' B & B 2.5"Cal • QB 4 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal ORNAMENTAL TREES CODE CITY COMMON NAME BOTANICAL NAME CONT SIZE • SSC 5 SPRING SNOW CRABAPPLE Malus x'Spring Snow' B & B 1.5"Cal SHRUBS CODE CITY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AD 20 ARCTIC FIRE DOGWOOD Cornus sericea'Artic Fire' 5 gal 24" HGT 48" o.c. QSNS 6 SNOWMDUND SPIREA Spirea nipponica'Snowmound' 5 gal 24" HGT 48" o.c. GRASSES CODE CITY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING 0 FG 6 FEATHER REED GRASS Calamagrostis x acutiflora'Karl Foerster 1 gal 30" o.c. PERENNIALS CODE CITY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING OSD 12 STELLA D' ORO DAYLILY Hemerocallis x'Stella de Oro' 1 gal 18" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SOD TURF SOD ol PLANFORCE ARCHITECTURE + DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly LicensedLandscapeArchitect under the laws of the State of MidLGi�`K/ G Chad E m PLA License Ni). 46508 Date 04/11 /22 Loucks Project Ni). 18615 Project Lead JJD Drawn By CEF Checked By CEF Review Date 04/11/22 NO. Print History Date 01 ISITE PLAN REVIEW 03-24-22 02 CITY COMMENTS O4-11-22 NO. Description Date LANDSCAPE & TREE PRESERVATION PLAN Project 18615 Drawn TRG L 1 1 Checked JJD OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 1 1.1 I I Fw- 1 A7.11 I 1 ( CC 3) I C< 5.11 I C15 3 I 3 A6.10 7 W C3 2 A5.11 I I i 3 I 4 A7.10 A6.10 C4 6 4 W C3 I 5 A6.10 I I A6.00 1 W2 W3 VESTIBULE 10 1 I W21 UUU 8 WAITING A8.00F 140 2 A6.00 C5 W5 I C3 W5 I C3 C5 C41 ` C9 8.00 I EX C 55 4 LEX EX EX CONSTRUCTION PLAN - LEVEL 01 C12 SA EXAM 105 EXAM 106 C6 I C2 I 2 3 2 2 A7.00 59' - 0 3/4" 3.9 4 I 51 SURGERY CAT WAITING RE 10' OOM F-1 I A6a 116 C18 102 I B6a C1 I B3o B6a - --- C1 ----- -� EXAM r 139 EXA o 5 L C17 10 4 A6.11 6 L 1l C2 C6 LAB -T- 144 C2 C16 CORRIDOR AT 113 3 A5.12 0 2 A5.12 C11 11 C2 C13 1 1 1°i C7 7 1111DORL 10 T17 L J C2 C2 8 A6.11 TREATMENT 115 NOTE: C1 PROVIDE ACR LIC SEALANT AT C2 ALL SLAB CONTROL JOINTS. SEE STRUCT FOR OCAT ONS. 1 C1 01 C16 ° T C2 3 A7.11 C2 II I C9 STORAGE C9 117 I II NIC 2 BREAK A7.00 WAITING 223 124 NIC NIC COMFOR C20 1 99 - - NIC - - 25 CORRIDOR MILLWORK TO REMAIN 137 MODIFY AS REQ'D NIC r, BOARDING RECEPTION CAT WARD ,TIBULE F _11 0 118 1291 NIC NIC NIC N CORRI 1Z NIC -CONSUI EXAM 13 1 NIC u R u 131 -31-1 n NIC n ­m , � , ,. ATMENT TOWER AROUND COLUMN. r I -T� II C11 I XRAY 119 - B NIC II I C23 CAT ROOM I 135 L_ CORRIDOR C21 136 NIC I ISOLATION NIC 120 Il STORAGE 134 NIC I' MECH 122 W6 6' HIGH WOOD SCREENING FENCE. TIE INTO EXISTING SEE 7&8/A8.01 ICI CONCRETE MECHANICAL PAD RE -PACK EXTG BATT INSUL. ( -20 MIN) PROVIDE 3/4" TREATED PLYWOOD SHEATHING AT LOCATIONS WHERE STEEL SIDING HAS BEEN REMOVED - SEE DEMO PLAN. TYPICAL PROTECT EXTG SIDING �41 KENNELS 127 i� D.9 CC) B.1 �1 B A6.01 LEGEND -CONSTRUCTION FE EXISTING CONSTRUCTION TO REMAIN EXISTING PARTIAL HEIGHT CONSTRUCTION TO REMAIN ENEINUM NEW RATED CONSTRUCTION TO STUCTURE - REFER TO PARTITION TYPE NEW FULL HEIGHT CONSTRUCTION - REFER TO PARTITION TYPE NEW INSULATED CONSTRUCTION - REFER TO PARTITION TYPE NEW CONSTRUCTION - REFER TO PARTITION TYPE NEW PARTIAL HEIGHT CONSTRUCTION - REFER TO PARTITION TYPE GENERAL NOTES -CONSTRUCTION 1. THE BUILDING IS OCCUPIED WITH TENANTS. ALL WORK MUST BE DONE IN AN ORDERLY FASHION SO AS NOT TO INCONVENIENCE THE TENANTS IN ANY WAY. LOUD MUSIC, PROFANITY, AND SMOKING IS PROHIBITED ON THE JOB SITE AND IN THE BUILDINGS. SMOKING AREAS WILL BE DESIGNATED BY THE OWNER. 2. ACCESS TO ALL ENTRIES AND EXITS MUST BE MAINTAINED IN AN ORDERLY AND SAFE MANNER. 3. ALL NEW PARTITIONS TO BE TYPE A3a UNLESS OTHERWISE NOTED. 4. PROVIDE IN -WALL BLOCKING FOR INSTALLATION OF FURNITURE AND EQUIPMENT AS REQUIRED, REFER TO FURNITURE PLAN TO REFERENCE LOCATIONS, COORDINATE FINAL LOCATIONS WITH FURNITURE VENDOR. 5. PROVIDE EXHAUST FAN AND FLOOR DRAIN AT ALL NEW RESTROOMS. 6. NEW PARTITIONS TO ALIGHN WITH EDGE OF EXISTING WINDOW FRAME/SILL OR EXISTING WALLS/COLUMNS UNLESS OTHERWISE DIMENSIONED. 7. PLUMBING CONTRACTOR TO PROVIDE DESIGNER WITH CUT SHEETS FOR FINAL APPROVAL OF ALL FIXTURES PRIOR TO ORDERING. 8. ANY EXPOSED SINK PIPES SHALL BE WRAPPED TO MEET ACCESSIBILITY REQUIREMENTS. 9. ALL NEW WATER SUPPLY PIPING TO BE TYPE'L' WATER PIPING. 10. MECHANICAL CONTRACTOR TO REVIEW ALL THERMOSTAT LOCATIONS WITH DESIGNER PRIOR TO INSTALLATION. 11. REUSE EXISTING BLINDS AT ALL EXTERIOR WINDOWS. PULL UP BLINDS AND WRAP PRIOR TO CONSTRUCTION. REPAIR OR REPLACE ANY BLINDS NOT IN PROPER WORKING ORDER. NEW BLINDS MANUAL BLINDS BY OWNER. 12. ALL EXISTING EXTERIOR DOORS TO BE RE -KEYED. REMOVE ALL DEAD BOLTS AND LATCHES. ANY EXISTING KNOBS TO BE CHANGED TO ADA - COMPLIANT LEVER HARDWARE. ENSURE THAT EXISTING HARDWARE IS IN GOOD WORKING CONDITION, REPAIR AND REPLACE AS NECESSARY. PLAN NOTES NO. DESCRIPTION C1 PROVIDE FLOOR DRAIN, LOCATION APPROXIMATE, TO BE COORDINATED IN FIELD WITH DESIGN/BUILD PLUMBING CONTRACTOR. SLOPE SLAB AS REQUIRED. C2 NEW MILLWORK BY OWNER, PROVIDE BLOCKING AS REQUIRED. SEE ELEVATIONS & SECTIONS FOR DETAILED ELEVATIONS. C3 NEW MANUALLY OPERATED ROLLER SHADES BY OWNER C4 NEW FRONT DESK. SEE DETAILS ON SHEET A6.10 C5 PROVIDE WAITING AREA BENCHING, DESIGN TO BE DETERMINED WITH OWNER, DETAILS TO FOLLOW. C6 INSTALL OWNER PROVIDED NEW FOLD DOWN EXAM TABLES IN EXAM ROOMS. PROVIDE (QTY 2) 2X10'S STACK ON END, IN WALL, FOR SUPPORT BLOCKING. COORDINATION LOCATION OF BLOCKING WITH TABLE. C7 STEEL COLUMN - SEE STRUCTURAL PLANS FOR DETAILS. PROVIDE 1 LAYER OF 5/8" TYPE 'X' GYP BD C9 PATCH AND REPAIR NEW OPENING, PROVIDE 5/8" GYP BD ON FRAMING W/ EXP JOINT @ NEW JAMB OPENINGS AS REQUIRED. C10 INFILL EXISTING WINDOW OPENING, SET TO BE DEMOLISHED, TO MATCH EXISTING ADJACENT WALL CONDITION. PATCH AND REPAIR WALL AS REQUIRED. C11 RECOVERY KENNELS BY OWNER C12 SCALE BY OWNER, PROVIDE POWER & DATA PER REQUIREMENTS BY SCALE MANUFACTURER. C13 FURNISH AND INSTALL JANITORIAL MOP SINK & FAUCET W/ HOSE OCNNECTIONS. C15 NEW CORNER GAS FIREPLACE C16 SINK BY DESIGN/BUILD PLUMBING CONTRACTOR - VERIFY SPECIFICATION & USE W/ OWNER C17 NEW PASS -THROUGH WINDOW WITH GLASS SHELVING C18 PROVIDE WATER COOLER, SEE "GENERAL RESTROOM NOTES" FOR DESIGN INTENT SPEC. C20 NEW FOOTING, COLUMN AND FLOOR SURFACE FLUSH WIH EXISTING CONCRETE SUBSTRATE. SEE STRUTURAL. PATCH EXISTING WALLS AS REQUIRED. C21 NEW CONCRETE FLOOR FLUSH WITH EXISTING. PATCH VAPOR BARRIER AS REQUIRED C22 RELOCATE X-RAY MACHINE BY OWNERS CONSULTANT. GC TO RELOCATE UTILITIES AS REQUIRED. VERIFY WITH LAKE SUPERIOR X-RAY C23 INFILL EXISTING DOOR OPENING FLUSH WITH ADJACENT FINISHES. C24 GC TO PROVIDE IN -WALL WASHER AND DRYER BOXES/UTILITIES. RELOCATE WASHER AND DRYER C25 PATCH WALL AND BASE. C27 PROVIDE STAINLESS STEEL SINK W/ HIGH NECK FAUCET. PROVIDE BRADLEY 819-2009 FAUCET MOUNTED EYE WASH STATION. C41 PROVIDE 1" ISOLATION JOINT AT NEW WALL CONNECTION TO EXISTING STRUCTURE PLANFORCE ARCHITECTURE + DESIGN 4931 Nest 35th Street Suite ao❑ 952-541.9969 planforcegroup.com BUILD OTTER LAKE AN I MAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota. Signature : ��f'� Name: Ryan Schroeder Registration : #50047 Project Contact : Ryan Schroeder Phone Number: 952-541-9969 ivu. t-nni riisiory uaie SITE PLAN REVIEW 03-24-22 SITE PLAN REVIEW - UPDATE 04-11-22 NO. Description Date CONSTRUCTION PLAN - LEVEL 01 Project 21303 Drawn LAM Al. 11 Checked RAS N 3/16" = V-0" :S 0 1 1.1 2 3 3.9 4 CONSTRUCTION PLAN - LEVEL 02 N LEGEND -CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN C EXISTING PARTIAL HEIGHT CONSTRUCTION TO REMAIN NEW RATED CONSTRUCTION TO STUCTURE - REFER TO PARTITION TYPE NEW FULL HEIGHT CONSTRUCTION - REFER TO PARTITION TYPE NEW INSULATED CONSTRUCTION - REFER TO PARTITION TYPE NEW CONSTRUCTION - REFER TO PARTITION TYPE NEW PARTIAL HEIGHT CONSTRUCTION - REFER TO PARTITION TYPE GENERAL NOTES -CONSTRUCTION 1. THE BUILDING IS OCCUPIED WITH TENANTS. ALL WORK MUST BE DONE IN AN ORDERLY FASHION SO AS NOT TO INCONVENIENCE THE TENANTS IN ANY WAY. LOUD MUSIC, PROFANITY, AND SMOKING IS PROHIBITED ON THE JOB SITE AND IN THE BUILDINGS. SMOKING AREAS WILL BE DESIGNATED BY THE OWNER. 2. ACCESS TO ALL ENTRIES AND EXITS MUST BE MAINTAINED IN AN ORDERLY AND SAFE MANNER. 3. ALL NEW PARTITIONS TO BE TYPE A3a UNLESS OTHERWISE NOTED. 4. PROVIDE IN -WALL BLOCKING FOR INSTALLATION OF FURNITURE AND EQUIPMENT AS REQUIRED, REFER TO FURNITURE PLAN TO REFERENCE LOCATIONS, COORDINATE FINAL LOCATIONS WITH FURNITURE VENDOR. 5. PROVIDE EXHAUST FAN AND FLOOR DRAIN AT ALL NEW RESTROOMS. 6. NEW PARTITIONS TO ALIGHN WITH EDGE OF EXISTING WINDOW FRAME/SILL OR EXISTING WALLS/COLUMNS UNLESS OTHERWISE DIMENSIONED. 7. PLUMBING CONTRACTOR TO PROVIDE DESIGNER WITH CUT SHEETS FOR FINAL APPROVAL OF ALL FIXTURES PRIOR TO ORDERING. 8. ANY EXPOSED SINK PIPES SHALL BE WRAPPED TO MEET ACCESSIBILITY REQUIREMENTS. 9. ALL NEW WATER SUPPLY PIPING TO BE TYPE'L' WATER PIPING. 10. MECHANICAL CONTRACTOR TO REVIEW ALL THERMOSTAT LOCATIONS WITH DESIGNER PRIOR TO INSTALLATION. 11. REUSE EXISTING BLINDS AT ALL EXTERIOR WINDOWS. PULL UP BLINDS AND WRAP PRIOR TO CONSTRUCTION. REPAIR OR REPLACE ANY BLINDS NOT IN PROPER WORKING ORDER. NEW BLINDS MANUAL BLINDS BY OWNER. 12. ALL EXISTING EXTERIOR DOORS TO BE RE -KEYED. REMOVE ALL DEAD BOLTS AND LATCHES. ANY EXISTING KNOBS TO BE CHANGED TO ADA - COMPLIANT LEVER HARDWARE. ENSURE THAT EXISTING HARDWARE IS IN GOOD WORKING CONDITION, REPAIR AND REPLACE AS NECESSARY. PLANFORCE ARCHITECTURE + DESIGN 4931 Nest 35th Street Suite 200 St. Louis Park, Minnesota 952-541.9969 planforcegroup.com BUILD OTTER LAKE AN I MAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota. Signature Name: Ryan Schroeder Registration : Project Contact : Phone Number: #50047 Ryan Schroeder 952-541-9969 ivu. t-nm riisiory uaie SITE PLAN REVIEW 03-24-22 SITE PLAN REVIEW -UPDATE 04-11-22 NO. Description Date CONSTRUCTION PLAN - MEZZANINE Project 21303 Drawn LAM Checked RAS Al. 12 3/16" = 1'-0" 1 PLAN NOTES NO. DESCRIPTION C50 PRE -FINISHED 6" CONTINUOUS HORIZONTAL LAP SIDING, SDI C51 PRE -FINISHED 6" CONTINUOUS HORIZONTAL LHP SIDING, C52 FACE BRICK C53 STONE TO MATCH EXISTING C54 NEW PRECAST SILL C57 PRE -FINISHED METAL FASCIA & DRIP, PAINTED TO MATCH ROOF C61 4" H PRE -FINISHED SNOW/ICE SHIELD TO RUN ENTIRE LENGTH OF ROOF. COLOR TO MATCH ROOF C62 ANODIZED ALUMINUM DOORS / WINDOWS C63 EXISTING WINDOW TO REMAIN. PREP AND PAINT C64 EXISTING METAL FACIA. PREP AND PAINT C65 EXISTING HOLLOW METAL DOOR. PREP AND PAINT C66 EXISTING STONE TO REMAIN C67 PREFINISHED METAL ROOFING C68 EXISTING METAL SIDING. PREP AND PAINT 3/16" = 1'-0" FBR FACEBRICK MFR: ENDICOTT CLAY PRODUCTS PROD: MANGANESE IRONSPOT VELOUR MODULAR CONTACT:METRO BRICK INC. 952-417-0200 RF1 ROOFING MFR: MBCI PROD: SUPERLOCK CONCEALED FASTENER STANDING SEAM METAL ROOFING COLOR: CHARCOAL GRAY SIZE: 16" RF1 ROOFING MFR: MBCI PROD: SUPERLOCK CONCEALED FASTENER STANDING SEAM METAL ROOFING COLOR: CHARCOAL GRAY SIZE: 16" LEGEND - EXTERIOR FINISH SIDING SD1 MFR: JAMESHARDIE PROD: HARDIE PLANK LAP SIDING COLOR: ARCTIC WHITE NOTES: STATEMENT COLLECTION TR1 i MIM MFR: JAMESHARDIE PROD: HARDIE TRIM COLOR: LIGHT MIST NOTES: STATEMENT COLLECTION LF1 LIGHT FIXTURE MFR: ET2 ALUMILUX LINE PROD: E41343 COLOR: DARK BRONZE MATERIAL SF % OF FACADE NEW CEMENT SIDING - DARK 210 12.7 GLASS / DOORS 447 27.1 BRICK / PRECAST SILLS 302 18.3 NEW CEMENT SIDING - LIGHT 193 11.7 EXISTING SIDING 297 18.0 STONE 201 12.2 TOTAL SF OF NORTH FACADE: 1,519 SF. MATERIAL SF % OF FACADE NEW CEMENT SIDING - DARK 340 22.4 GLASS / DOORS 210 13.8 BRICK / PRECAST SILLS 302 19.9 NEW CEMENT SIDING - LIGHT 318 20.9 EXISTING SIDING 249 16.4 STONE 100 6.6 PEAK 11" ADER 8'-0" ADER 5'-0" NINE 2'-0" ADER 17'-6" SILL 12'-8" 'EL 01 10'-0" SIDING SD2 MFR: JAMESHARDIE PROD: HARDIE PLANK LAP SIDING COLOR: EVENING BLUE NOTES: STATEMENT COLLECTION AL1 ALUMINUM STOREFRONT MFR: KAWNEER PROD: T451 COLOR: CLEAR ANODIZED PT1 PAINT MFR: SHERWIN WILLIAMS COLOR: TO MATCH FASCIA COLOR VESTIBULE 118' - 0" MEZZANINE 112'-0" HEADER IV 107'-6" T.O. SILL 102'-8" LEVEL 01 100'-0" 8'-07/8" STN1 STONE NOTES: MATCH EXISTING STONE ON FRONT ELEVATION WT1 STONE WATERTABLE MFR: CUSTOM CAST STONE PROD: BNDCH-42 COLOR: NATURAL PT2 PAINT MFR: SHERWIN WILLIAMS COLOR: PAINT TO MATCH SDI 8' - 0 7/8" ROOF PEAK OgL 27'-11" IEADER 118' - 0" ZANINE 112' - 0" IEADER 107'-6" .0. SILL 102' - 8" -VEL 01 100, - 0" PLANFORCE ARCHITECTURE + DESIGN 4931 Nest 35th Street Suite 20❑ St. Louis Park, Minnesota 952.541.9969 planforcegroup.com BUILD OTTER LAKE AN I MAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota. Signature Name: Ryan Schroeder Registration : #50047 Project Contact : Ryan Schroeder Phone Number: 952-541-9969 ivv. rnni rusiory uate SITE PLAN REVIEW 03-24-22 SITE PLAN REVIEW - UPDATE 04-11-22 NO. Description Date EXTERIOR ELEVATIONS Project 21303 Drawn Checked LAM RAS A6.00 EXTERIOR ELEVATION - NORTH 3/16" = V-0" EXTERIOR ELEVATION - NORTH VESTIBULE 3/16" = V-0" 1EVATION - 3/16" = V-0" EXTERIOR ELEVATION - SOUTH 3/16" = V-0" I V I ML Jr Vr F-MO I rF1V/1UL. MEZZANINE 112' - 0" HEADER 107'-6" TREATMENT SILL 103'-6" _ LEVEL 01 OIL 100- - 0" 1,625 SF. MATERIAL SF % OF FACADE NEW CEMENT SIDING - DARK 266 16.4 GLASS / DOORS 103 6.3 BRICK / PRECAST SILLS 262 16.1 NEW CEMENT SIDING - LIGHT 393 24.2 EXISTING SIDING 601 37.0 STONE 0 0 100, - 0" C68 SOUTH ELEVATION MATERIALS TOTAL SF OF SOUTH FACADE: 1,395 SF. MATERIAL SF % OF FACADE NEW CEMENT SIDING - DARK 38 2.7 GLASS / DOORS 153 11.0 BRICK / PRECAST SILLS 0 0 NEW CEMENT SIDING - LIGHT 371 26.6 EXISTING SIDING 765 54.8 STONE 68 4.9 FBR FACEBRICK MFR: ENDICOTT CLAY PRODUCTS PROD: MANGANESE IRONSPOT VELOUR MODULAR CONTACT:METRO BRICK INC. 952-417-0200 RF1 ROOFING MFR: MBCI PROD: SUPERLOCK CONCEALED FASTENER STANDING SEAM METAL ROOFING COLOR: CHARCOAL GRAY SIZE: 16" RF1 ROOFING MFR: MBCI PROD: SUPERLOCK CONCEALED FASTENER STANDING SEAM METAL ROOFING COLOR: CHARCOAL GRAY SIZE: 16" 1 PLAN NOTES NO. DESCRIPTION C48 NEW CRICKET ROOF STRUCTURE TO BE WOOD STRUCTURAL TRUSSES W/ 5/8" O.S.B. SHEATHING.- SEE STRUCTURAL C49 STANDING SEAM ROOF W/ ROOFING FELTS & SLIP SHEET, MFR: TBD, PRODUCT: TBD, TO BE INSTALLED OVER ROOF STRUCTURE. C50 PRE -FINISHED 6" CONTINUOUS HORIZONTAL LAP SIDING, SD1 C51 PRE -FINISHED 6" CONTINUOUS HORIZONTAL LHP SIDING, C52 FACE BRICK C53 STONE TO MATCH EXISTING C54 NEW PRECAST SILL C57 PRE -FINISHED METAL FASCIA & DRIP, PAINTED TO MATCH ROOF C61 4" H PRE -FINISHED SNOW/ICE SHIELD TO RUN ENTIRE LENGTH OF ROOF. COLOR TO MATCH ROOF C62 ANODIZED ALUMINUM DOORS / WINDOWS C63 EXISTING WINDOW TO REMAIN. PREP AND PAINT C65 EXISTING HOLLOW METAL DOOR. PREP AND PAINT C68 EXISTING METAL SIDING. PREP AND PAINT C69 I BELTLINE TRIM, TR1 LEGEND - EXTERIOR FINISH SD1 SIDING MFR: JAMESHARDIE PROD: HARDIE PLANK LAP SIDING COLOR: ARCTIC WHITE NOTES: STATEMENT COLLECTION TR1 TRIM MFR: JAMESHARDIE PROD: HARDIE TRIM COLOR: LIGHT MIST NOTES: STATEMENT COLLECTION LF1 LIGHT FIXTURE MFR: ET2 ALUMILUX LINE PROD: E41343 COLOR: DARK BRONZE SD2 SIDING MFR: JAMESHARDIE PROD: HARDIE PLANK LAP SIDING COLOR: EVENING BLUE NOTES: STATEMENT COLLECTION AL1 ALUMINUM STOREFRONT MFR: KAWNEER PROD: T451 COLOR: CLEAR ANODIZED PT1 rHiry 1 MFR: SHERWIN WILLIAMS COLOR: TO MATCH FASCIA COLOR STN1 STONE NOTES: MATCH EXISTING STONE ON FRONT ELEVATION WT1 STONE WATERTABLE MFR: CUSTOM CAST STONE PROD: BNDCH-42 COLOR: NATURAL PT2 rrrnv 1 MFR: SHERWIN WILLIAMS COLOR: PAINT TO MATCH SD1 17No PLANFORCE ARCHITECTURE + DESIGN 4931 West 35th Street Suite 200 St. Louis Park, Minnesota 952.541.9969 planforcegroup.com S90� BUILD OTTER LAKE AN I MAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota. Signature Name: Ryan Schroeder Registration : Project Contact : Phone Number: #50047 Schroeder 952-541-9969 ivv. rnni rusiory uate SITE PLAN REVIEW 03-24-22 SITE PLAN REVIEW - UPDATE 04-11-22 NO. Description Date EXTERIOR ELEVATIONS Project 21303 Drawn LAM A6.01 Checked RAS CONC. SLAB - SEE SECTIONS SEE FOl'"""' 3 STOOP DETAIL 3/4" = V-0" CONC BOL CONC BOL TRASH ENCLOSURE PLAN 1/2" = 1'-0" WOOD FENCE / SCREEN WALL ENLARGED DOOR AND FRAME CONC SLAB - SEE STRUCT SEALANT & BACKER ROD OVER 1/2" COMPRESSIBLE JOINT MATERIAL SIDEWALK OR BITUMINOUS SEE CIVIL FREE DRAINING FILL SEE STRUCT. FROST WALL - SEE STRUCT. 2" RIGID INSULATION CONC. FOOTING SEE STRUCT. =ATED VERTICALS =ATED HORIZONTAL @ 24" O.C. =ATED POST L. 6" SEE STRUC GRID LINES - SEE PLAN SEALANT, DO NOT OBSTRUCT WEEPS ALUM. CLOSURE BY CURTAIN WALL / STOREFRONT 1 1/2" INSUL. #6 BEHIND ALUM. CLOSURE 4" REINF. CONC SLAB CLIPS AS REQUIRED BY SEE STRUCT CURTAIN WALL / STOREFRONT SHIM. BACKER ROD & SEALANT VAPOR BARRIER _ EACH SIDE. SLOPE POURABLE SEALANT & BACKER ROD REINF. CONC WALK SEE CIVIL 2" RIGID INSUL. 6" GRANULAR FILL SEE STRUCT CONC. WALL SEE STRUCT 1 1/2" = 1'-0" ---------- r � I I I I I I I I I I III III III III III TRASH ENCLOSURE 5 1/2" = 1'-0" 2" X 4" TREATED HORIZONTAL FRAMING @ 24" O.C. TOP OF FRAMING 6'-8"@TRASH 6'- 0" @ FENCE 1" X 6" TREATED VERTICALS 4" X 4" TREATED POST 11-1 11-1 11-1 11-1 SECTION (c(� WOOD FENCE / SCREEN WALL T.O. FRAMING 6-8 FINISH GRADE r------- 0'-0" SCHEDULED DOOR & FRAME ALUM. THRESHOLD W/ THERMAL 4" REINF. CONC SLAB BREAK SET IN WATER CUT-OFF SEE STRUCT MASTIC VAPOR BARRIER TREATED 2X & 1 1/2" RIGID INSULATION REINF. CONC. STOOP a SEE STRUCT. 6" GRANULAR FILL 2" RIGID INSUL. SEE STRUCT = _ CONC. WALL - SEE STRUCTURAL SILL FLASHING EXTEND FLASHING 24" a a a BELOW GRADE AND TO THRESHOLD. PIPE FILLED W/ CONCRETE. FORM DOME OF EXPOSED CONCRETE CAP 6" I.D. STEEL PIPE W/ 16"X16"X3/4" STEEL BASE FLANGE - FIELD 'o PAINT - SET BOLLARD ASSEMBLY WITH 3/4" THICK NON -SHRINK GROUT LEVELING BED AND 4-1/2" EXPANSION BOLTS co FLOOR/SLAB LINE BALLARD DETAIL 1/2" = 1'-0" 4" X 4" STEEL POST WITH WELDED TOP CAP 1 1/2" = V-0" PIPE FILLED W/ CONCRETE. FORM DOME OF EXPOSED CONCRETE CAP T-6" LONG X 6" I.D. STEEL PIPE FILLED W/ CONCRETE FORM "WASH" AT EXPOSED CONCRETE SURFACE 7GRADE LINE v 18" TUBE FORM 6" MIN OF CONC. COVER ol 2"xl/8" STEEL STRAP DIAGONAL BRACING WELDED TO FRAME 007 LOCKABLE GATE LATCH 2 1/2" X 2 1/2" X 1/4" ALL WELDED STEEL ANGLE TRIM FRAME BARREL HINGES WELDED TO POST AND GATE FRAME 4" PANEL WIDTH 1" In '-1/4" +/- TRASH ENCLOSURE GATE DETAIL LADDER TYPE SUB -FRAME OF 2 1/2" x 2 1/2" x 1/4" ANGLE AT (3) EQUAL SPACES OF 6-8" HIGH GATE. 0 1x6 TREATED PICKETS OVER TREATED 2x BLOCKING 1" 1" X 6" TREATED VERTICALS FENCE ELEVATION 1/2" = 1'-0" 1x6 VERTICAL WOOD PICKETS ON METAL FRAME. PAINT TO MATCH SD1 1x6 TREATED PICKETS OVER TREATED 2x BLOCKING TOP OF SLAB AT BACK PLANFORCE ARCHITECTURE + DESIGN 4931 West 35th Street Suite 200 CZt T-niiie parlr NAin- ocnta 952•541.9969 planforcegroup.com BUILD OTTER LAKE w AN I MAL CARE U z LL CENTER � ,LL 0 0 IL OF ENCLOSURE PAVING REINFORCED CONCRETE SLAB ON GRADE (SEE STRUCT.) I I - I I I 4" SQUARE STEEL - SAND BASE THICKNESS VARIES TUBE POST BEYOND PER SOIL CONDITIONS I I REINFORCED CONCRETE FOUNDATION BEYOND FOR STEEL TUBE POST (SEE STRUCT.) I I J TRASH ENCLOSURE SECTION 6848 OTTER LAKE RD, HUGO, MN 55038 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota. Signature Name - Ryan Schroeder Registration : #50047 Project Contact : Ryan Schroeder Phone Number: 952-541-9969 NO. Print History Date P1 BID/ PERMIT 04-07-22 NO. Description Date DETAILS Project 21303 Drawn Checked LAM RAS A8.01 3" = 1'-0" 1" = 1'-0" 1 1/2" = V-0" 1/2" = 1'-0" EXTERIOR FINISHES I ir STONE - MATCH EXISTING ■5col METAL ROOFING - CHARCOAL GRAY RF1 ! rr#$ #%&r#rr ( Y& #rr { �_ �� �w.� �...•'-ter � ...�..�..����rl —ram..—. .. 1- �—• �r�1 �r�- r. �.i ��! ��— -- r � � .. ... - it—•• �. r�r�Jir� • .. Imo; a _.1 �r �� Sri r ry r --Tr y�r — � r r+r••Jr f _ •— - sue:• — — -- � �-ate ir��r rzr✓1 — -�� -.J -- — jYL�r ��l+ILI..I .— — —�r rJ•J4r1_ - — _ � � _— Tr �LJr--- —�� 1i1 I�L��. RAY T•� I�l9'�1 r!r �11 J� ZL � 7!! f �s ... � � T i CEMENT SIDING - ARCTIC WHITE IFF STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: CASE NUMBER: APPLICANTS: OWNERS: BACKGROUND PLANNING & ZONING BOARD AGENDA ITEM 8A Katie Larsen, City Planner May 11, 2022 Zoning Ordinance Update (Home Occupation Permits) N/A City of Lino Lakes Multiple As part of the zoning ordinance update, staff would like to discuss with the Planning & Zoning Board the City's current ordinance regarding Home Occupation Permits. Specifically, the Level C permits. ANALYSIS In the current zoning ordinance, Section 1007.047 regulates home occupation. In general, the section categorizes home occupations into three (3) levels based on the intensity of the home occupation and land use. Level A: This is the least intense land use. No customers or employees are allowed on site. No home occupation is allowed in accessory structure. Minimal disturbance. No permits are required. An example could be an insurance agent, online sales, etc. Level B: This is a slightly higher intense land use. Two (2) customers or employees are allowed on site. Limits vehicle trips and deliveries. Home occupation is allowed in accessory structure. A one-time home occupation permit is required. An example could be a hair salon, at home baker, etc. Level C: This is the most intense land use. Five (5) customers or employees are allowed on site. More vehicle trips and deliveries are allowed. A conditional use permit is required. An example could be a small landscaping business or contractor's shop. Staff has been evaluating the Level C section of the ordinance. Currently, there are several rural and residential properties in the City that appear to be operating unpermitted businesses that would not meet the Level C home occupation requirements. Code enforcement on these properties is difficult and overtime, the business and intensity have a tendency to grow. It is important to note that outdoor storage is not allowed for any home occupation level and motor vehicle parking is limited. Home occupations permits also do not apply to agricultural uses. Staff would like the Board's input to the following suggestion related to Level C: Omit Level C in its entirety. These intense land uses are better suited for commercial or industrial zoned property. 2. Edit Level C as follows: (9) Requirements — Home Occupation Level C. All properties developed with a dwelling, are either- 1 aefe in seer zoned Rural, Rtif ' Business Resefve Future Urban Development, or Rural Executive, and front on an arterial or major collector roadway are eligible to apply for a Conditional Use Permit to allow a Home Occupation Level C. In addition to the general provisions outlined in subsection (6) above, businesses must also comply with the following provisions specific to the Home Occupation Level C. Staff s concern with the current ordinance is that a larger one (1) acre, R-1, Single Family Residential property in a residential subdivision could be allowed a Level C. This more intense home occupation uses are not compatible with residential neighborhoods. 3. Make no changes to Level C. RECOMMENDATION Staff is requesting input from the Board. ATTACHMENTS 1. Aerial Map Examples 2. Section 1007.047 Home Occupation Permits 2 ATTACHMENT 1: AERIAL MAP EXAMPLES 3 -ol. . . ! - • ` �. . ' r4we- � Ilk- - � � � � � ,. \ .�r ¥. . -ILL, . m §4007.047 HOME OCCUPATION PERMITS. (1) Purpose. The purpose of this section is to provide a means by which home occupations can be conducted as an accessory use to a residential dwelling unit, as a use that is clearly incidental and secondary to a residential use on the same premises, without jeopardizing the health, safety and general welfare of the surrounding neighborhood or the inhabitants of the home occupation site, and without jeopardizing the residential character of the neighborhood. (2) Application. Subject to the non -conforming use provision of this section, all occupations conducted in the home shall comply with the provisions of this section, with the exception of the following: (a) Permitted agricultural/farm related uses in the R and R-X Districts (and when found to be in conformance with all other provisions of this Ordinance) need not meet the provisions of this subdivision. (b) The limited seasonal sale of products grown solely on the site by the residents of the homestead shall be exempt from the provisions of this subdivision. (c) Daycare when licensed by the state and/or county (d) Any other use listed as a Permitted, Conditional, or Interim use within the corresponding zoning district. (e) Any use allowed by an existing Conditional or Interim Use Permit. (3) Procedure. (a) Home Occupation Level A does not require an application, review, or permit so long as the business complies with the general provisions listed in subsection (6) below, and the requirements of the Home Occupation Level A listed in subsection (7) below. (b) Home Occupation Level B requires the following procedure: 1. Application for a Home Occupation Level B shall be filed by the property owner or designated agent on forms to be provided by the City, and shall be accompanied by: a. A non-refundable fee as established by City Council ordinance; and b. Site and Building Plans as necessary to prove compliance with the general provisions of subsection (6) below, and the requirements of the Home Occupation Level B listed in subsection (8) below. 2. The Zoning Administrator shall review the application and shall determine whether the proposal is in compliance with all applicable evaluation criteria, codes, ordinances, and applicable performance standards set forth in the Ordinance. The Zoning Administrator shall notify the applicant, in writing, of any incomplete application within fifteen (15) business days of the date of submission. (c) Home Occupation Level C requires obtaining a Conditional Use Permit. The procedure for a Conditional Use Permit is described in § 1007.016. (4) Violations. After two (2) founded nuisances, or code violation complaints have been made and verified with written notices to the home occupation, a public hearing may be called to consider additional conditions, limitations, or revocation of the home occupation within sixty (60) days of the last complaint. Home Occupation Level C, which requires a Conditional Use Permit, shall be subject to the Revocation clause included in § 1007.016. (5) Expiration. (a) Upon issuance, a Home Occupation Level B permit shall continue to be valid unless one or all of the following occur: 1. The business owner relocates to another residential address; permits are not transferable to another person or property. 2. The type of businesses occurring on the site changes significantly. 3. If the permit is revoked by the City per section (4) above. (b) A Home Occupation Level C, approved as part of a Conditional Use Permit application, shall comply with § 1007.016 of the ordinance. (6) Requirements - General Provisions. All home occupations shall comply with the following general provisions and according to definition, the applicable requirement provisions. (a) General Provisions. 1. The home occupation shall be operated by an occupant of the dwelling. 2. Any home occupation shall be clearly incidental and secondary to the residential use of the premises, and shall not change the residential character thereof. 3. All home occupations must comply with all provisions of the City Nuisance Ordinance and shall result in no incompatibility or disturbance to the surrounding residential uses. 4. No home occupation shall require internal or external alterations or involve construction features not customarily found in residential dwellings except where required to comply with local and state fire and police recommendations. 3-70 5. The home occupation shall meet all applicable fire and building codes, and applicable permits must be obtained prior to any construction activities. 6. No exterior evidence of the presence of the home occupation on the premises, except any signage allowed by the sign code and any vehicles allowed by § 1007.044 (11). 7. Personal vehicles not exceeding a gross weight rating of eleven thousand seventy-five (11,075) pounds used in the home occupation may be parked on the site. 8. Any vehicle with a gross weight rating in excess of eleven thousand seventy-five (11,075) pounds is subject to §1007.044 (11) of this Ordinance. 9. The number of on -site parking spaces shall not be reduced to less than two. 10. In no case shall the permitted home occupation cause to create the need for an additional driveway access to the property. 11. When applicable, all state licensing requirements are satisfactorily met. 12. The applicant shall demonstrate, in a manner found acceptable to the City Engineer that such use is within the capabilities of the property's sewage treatment system or the city's utility system. 13. There shall be no use or outdoor storage of any toxic chemicals or hazardous materials of any type or in any amount not normally found in a residential structure. 14. No motor vehicle repair, paint or body work; commercial preparation of food for service on the premise; business related to or involving explosives, ammunition or weapons; or ambulance or related emergency services shall be permitted as a Home Occupation. (7) Requirements — Home Occupation Level A. All residential dwelling units are eligible for a Home Occupation Level A. In addition to the general provisions outlined in subsection (6) above, businesses must also comply with the following provisions specific to the Home Occupation Level A. (a) Requirements. 1. Permitted home occupation shall be confined to the private dwelling unit, and shall not be conducted in any accessory structure on the premise, including an attached garage. 2. No customers or employees who do not reside at the dwelling may be permitted on the property. 3-71 3. If the home occupation will require a delivery service, such as UPS, no more than ten delivery/pickup trips per week shall be permitted. 4. The home occupation may not occupy more than 10% of the structure. 5. All off-street parking generated by the home occupation shall be confined to the driveway. 6. The operation of any wholesale or retail business is prohibited, unless it is conducted entirely by mail or by occasional home invitation. (8) Requirements — Home Occupation Level B. All residential dwelling units are eligible for a Home Occupation Level B. In addition to the general provisions outlined in subsection (6) above, businesses must also comply with the following provisions specific to the Home Occupation Level B. (a) Requirements. 1. Permitted home occupation may be conducted in an accessory structure provided that the use can comply with life safety requirements. 2. A limit of two customers or employees who do not reside at the dwelling may be permitted on the property at one time. 3. Areas accessible to customers or employees shall comply with all applicable life safety codes. 4. Vehicle trips generated by the business shall not exceed 20 in any twenty four hour period. 5. If the home occupation will require a delivery service, such as UPS, no more than ten delivery/pickup trips per week shall be permitted. 6. If the home occupation is to occupy more than 10% of the dwelling, additional building and fire code issues may need to be addressed. 7. All off-street parking generated by the home occupation shall be provided on a hard surface in or adjacent to the driveway. 8. Personal Service Businesses shall be limited to allow the servicing a single customer at a time. 9. Between the hours of 7 PM and 7 AM no customers or employees who do not reside on the site may be at the site and no business operations occurring outside of the main 3-72 dwelling are permitted. For the purpose of this section, an attached garage does not count as part of the main dwelling. a. The operation of any wholesale or retail business is prohibited, unless: b. It is conducted entirely by mail or occasional home invitation; c. It is exclusively the sale of products produced on -site; or d. It is clearly incidental to a service provided on the site. (9) Requirements — Home Occupation Level C. All properties developed with a dwelling, that are either over 1 acre in size; or zoned Rural, Rural Business Reserve, or Rural Executive; or front on an arterial roadway are eligible to apply for a Conditional Use Permit to allow a Home Occupation Level C. In addition to the general provisions outlined in subsection (6) above, businesses must also comply with the following provisions specific to the Home Occupation Level C. (a) Requirements. 1. Permitted home occupation may be conducted in an accessory structure provided that the use can comply with life safety requirements. 2. A limit of five customers or employees who do not reside at the dwelling may be permitted on the property at one time. 3. Areas accessible to customers or employees shall comply with all applicable life safety codes. 4. Vehicle trips generated by the business shall not exceed 40 in any twenty four hour period. 5. If the home occupation will require a delivery service, such as UPS, no more than fifteen delivery/pickup trips per week shall be permitted. 6. If the home occupation is to occupy more than 10% of the dwelling, additional building and fire code issues may need to be addressed. 7. All off-street parking generated by the home occupation shall be provided on a hard surface in or adjacent to the driveway. 8. Personal Service Businesses shall be limited to allow the servicing of only two customers at a time. 3-73 9. Between the hours of 9 PM and 7 AM no customers or employees who do not reside on the site may be at the site and no business operations occurring outside of the main dwelling are permitted. For the purpose of this section, an attached garage does not count as part of the main dwelling. 10. The limited operation of any wholesale or retail business is allowed. (10) Additional Limitations and/or Restrictions. (a) So as to maintain compatibility with the residential character of the neighborhood and to protect the health, safety and general welfare of the public, the City may impose additional limitations or requirements as it deems necessary. (b) The City may impose the posting of a security in order to insure compliance with any condition imposed. (11) Inspection. The City of Lino Lakes hereby reserves the right, upon approval of any home occupation permit or Conditional Use Permit for a Home Occupation Level C, to inspect the premises in which the occupation is being conducted to insure compliance with the provisions of this section or any conditions additionally imposed. (12) Penalty. Violation of the home occupation performance standards shall be subject to the enforcement and penalty provisions of § 1007.023 of this Ordinance. 3-74 STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: CASE NUMBER: APPLICANT: OWNERS: INTRODUCTION PLANNING & ZONING BOARD AGENDA ITEM 8B Michael Grochala, Community Development Director May 11, 2022 Clearwater Creek Business Park Expansion — Rehbein Properties Comp Plan Amendment N/A N/A Rehbein Properties Staff is requesting initial feedback from the Planning and Zoning Board regarding a potential comprehensive plan amendment to change the land use from commercial to business campus on a 35 acre parcel south of Main Street. BACKGROUND In March of 2022, the City Council approved the relocation of the material stock pile from Centerville to the Rehbein Properties land, immediately south of Dairy Queen. Noted during the discussion was the potential development of the site with industrial uses. Staff is currently working with the property owner and two developers on an industrial project that would build out the entire land area between Northern Lights Blvd and Cedar Street. Ryan Companies, a Minneapolis based real estate developer, is working on a plan to develop the 35 acres north of Clearwater Creek. They are also coordinating plans for development of the 10 acres south of Distribution Alternatives by MSP Commercial. Development of both parcels may result in 4 buildings with approximately 560,000 square feet of manufacturing, office and warehouse space. The estimated market value would likely exceed $35 million. Approximately four acres of commercial land would remain north of Northern Lights Boulevard, immediately east of the One Stop Convenience store. There are a number of issues that will need to be addressed to facilitate the development and staff is working through those with the development groups. We are expecting a request for tax increment financing assistance to help address extraordinary development costs associated with the project. Land Use Chanize The land north of Clearwater Creek is currently guided for commercial use and zoned GB, General Business. Staff is anticipating a Comprehensive Plan amendment to guide this land as Business Campus, and rezoning to an appropriate industrial district. Approximately four acres, north of Northern Lights Blvd, will remain commercial. Utility Relocation To maximize development of the southern 10 acres, the existing Xcel Energy transmission line will need to be relocated. This would allow for a 120,000 to 140,000 SF building on the site. The northern property was originally envisioned for smaller retail pads with municipal sanitary sewer and water bisecting the site. To facilitate the proposed development, the north/south run will need to be relocated westerly from its current location. Soil Corrections and Floodplain Miti ag tion A large portion of the northern 30 acres requires significant soil correction in addition to fill material to support the proposed buildings. The existing flood plain and wetlands on the site will need to be reconfigured and mitigated for to facilitate development. Street Improvements 21st Avenue currently provides service to the southern 10 acres, however, the road is planned to be extended to connect with Cedar Street. 21St Avenue is considered a minor collector in the City's Transportation Plan. No formal request has been submitted regarding these items. Staff is providing this information to the Planning for initial comments. Should an application be submitted, a formal review would be completed and brought to the Planning and Zoning Board for consideration. EDAC CONSIDERATION The EDAC discussed the proposal at its May 5, 2022 meeting and was supportive of a land use change. RECOMMENDATION Discussion only. Staff is seeking any initial concerns the board has with changing the land use from Commercial to Business Campus for the area between Northern Lights Blvd and Clearwater Creek. ATTACHMENTS 1. Site Location and Issue Map 2. Concept Plan — North side 3. Concept Plan — South side 2 Clearwater Creek Business Park ■ Active 0.2 PCT ANNUAL CHANCE FLOOD HAZARD - - Abandoned Zone A Sewer Gravity Mains Zone AE Water Mains Zone X Parcels C City Mask CITY of LN(DL_ KES 1 in = 400 Ft N A April 29, 2022 Map Powered By Datafi wsb Ln z_ k w J Q U O c/) 7. I I I I I F-'j I I I I I I I 147,000 SF FACILITY ±108 AUTO STALLS ±35 DOCK DOORS 0 TRAILER STALLS FFE=911' 0 H WL=900.75 TOP=897.75' BOT=891.75' / 1 / I / I / I HWL=901.00' N WL 898.00' BOT=892.00' 189,000 SF FACILITY ±168 AUTO STALLS ±45 DOCK DOORS 0 TRAILER STALLS FFE911.5' 640 115,200 SF FACI LI Tl ±120 AUTO STALLS ±24 DOCK DOORS 0 TRAILER STALLS FFE=908' :N 6-.---"' H WL= 902.50' N WL899.50' BOT=893.50' LEGEND W W W W W W W W W W W W W W EXISTING WETLAND AREA W W W W W W W W W W W W W W W W W W W W W W W W W W W (+//�2.16ACRES) WWWWWWWWWWWWWWWWWWWWWWWWWWWW _ W W Y W W W W W W W W W W W FEMA - ZONE A (1 % ANNUAL CHANCE FLOOD) '�3 N N O N r O • c _co 0— U) U c O U m . . . � —2 ■ � . .� .� _ ... -- -- -- -� --- -- - •��- .���� § �� � � r _ PROPOSE �U D| G 2� �s�- / ] - | | WX a , 0 y I I I 1177,1` \ \ M,ARIKM g , | | .� ��_�_�� �— - --- — _-- - _ . . --- .� —�- . �y— .� .,�,\� 1 3 a 7A 1 S -a¥ O 3} \ 1 s � � I Irn