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Home My WebLink About03/09/2011 P&Z Packet• CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, March 9, 2011 6:30 p.m. Council Chambers (Scheduled to be televised on Ch. 16) Please be courteous and turn off all electronic devices during the meeting. AGENDA I. CALL TO ORDER AND ROLL CALL II. APPROVAL OF AGENDA III. APPROVAL OF MINUTES: February 9, 2010 IV. OPEN MIKE V. ACTION ITEMS 4111 A. PUBLIC HEARING to consider Amending the Conditional Use Permit for a motor fuel station to allow for the installation of new gas pumps and canopy, located at 7997 Lake Drive VI. DISCUSSION ITEMS A. Draft Comprehensive Plan Update VII. ADJOURN • Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4- minute limit • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice - Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. • • • CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE TIME STARTEI TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT : February 9, 2011 6:33 P.M. . 7:21 P.M. : Neil Evenson, Michael Hydcn, Perry Laden, Robert Nelson, Brian Pogalz (Vice Chair), Michael Root,' : Paul Tralle (Chair) /, : Jeff Smyser, Paul Bengtson 4"/ I. CALL TO ORDER AND ROLL CALL: Vice -Chair Pogalz called the Lino Lakes Planning and Zoning Board meeting to order at 6:33 p.m. on February 9, 2011. II. APROVAL OF AGENDA The Agenda was approved as amended. III. APPROVAL OF MINUTES December 8 20 Mr. Laden made a MOTION to approve the December 8, 2010 Meeting Minutes. Motion was supported by Mr. Root. Motion carried 3 - 0. (Nelson abstained.) IV. OPEN MIKE Vice -Chair Pogalz declared Open Mike at 6 :35 p.m. There was no one present for Open Mike. Mr. Laden made a MOTION to close Open Mike at 6:36 p.m. Motion was supported by Mr. Nelson. Motion carried 4 - 0. DRAFT MINUTES Planning & Zoning Board February 9, 2011 Page 2 V. ACTION ITEMS • A. PUBLIC HEARING to consider Amending sections of Chapter 1010 of the City Code relating to the regulation of signs in election years Michael Hyden arrived at 6:36 p.m. City Planner, Jeff Smyser, presented the staff report. Staff recommended approval of the City Code Amendment. Staff addressed questions of the board. Board members suggested that the city consider limiting the size and material of noncommercial signage during non -state election years. It was suggested that staff refer to the existing city requirements for temporary signs. Vice -Chair Pogalz declared the Public Hearing open at 7:10 p.m. There was no one present to speak. Mr. Hyden made a MOTION to Close the Public Hearing at 7:10 p.m. Motion was supported by Mr. Nelson. Motion carried 5 - Mr. Laden made a MOTION to recommend approval of Amending sections of Chapter 1010 of the City Code relating to the regulation of signs in election years, to include a revision to the proposed text that would replace all of the existing paragraphs (13)(a) and (b) and read as follows: (13) Signs in Election Years: In state general election years, the provisions of Minnesota Statute 211B.045, as amended, shall apply. Notwithstanding other provisions of this chapter regulating the allowed size or number of signs, in city election years all temporary noncommercial signs of any size may be posted in any number without a permit from 46 days before the city election until ten days following the city election. Other requirements of this chapter, including those regarding the location of signs, shall continue to apply. Motion was supported by Mr. Evenson. Motion carried 4- 1. (Nelson voting nay.) VI. DISCUSSION ITEMS A. 2010 P &Z Board Action Summary Staff provided a summary of actions taken by the Planning & Zoning Board in 2010. • DRAFT MINUTES Planning & Zoning Board February 9, 2011 Page 3 • Staff agreed to email additional information to board members regarding the types of administrative permits that were issued in 2010. • B. 2011 P &Z Board Meeting Dates Staff provided a lsit of Planning & Zoning Board Meeting dates for 2011. Mr. Smyser noted that all meetings are scheduled to occur on the second Wednesday of each month, with no foreseen conflicts. VII. ADJOURNMENT Mr. Hyden made a MOTION to adjourn the meeting at x':21 p. by Mr. Nelson. Motion carried 5- 0. Respectfully submitted, Dawn Bugge Community Development Assistant Motion was supported DRAFT MINUTES • • AGENDA ITEM V A STAFF ORIGINATOR: Jeff Smyser P & Z MEETING DATE: March 9, 2011 TOPIC: PUBLIC HEARING: Conditional Use Permit Amendment Motor Fuel Station, 7997 Lake Drive BACKGROUND The site at the southwest corner of Lake Drive and Main Street had gas pumps for many years. The canopy, pumps, and underground storage tanks were removed in 2009 and the convenience store space has been vacant since then. The property owner wants to install a new canopy with gas pumps and fuel tanks. The location of the canopy and pumps on the site will differ from the previously approved layout. This requires amending the existing motor fuel station conditional use permit. An amendment to an existing conditional use permit requires the same process as a new one. The proposal includes a new canopy, fuel pumps, and underground storage tanks. This will require excavation and the repaving of the site, which will increase the amount of paved impervious area. The Lake Drive driveway will be moved south and align with the bank driveway on the other side of Lake Drive. There will be no changes to the existing building. ANALYSIS History The site has had motor fuel pumps for decades. A building permit for fuel pumps and storage tanks was issued in 1978. The 1971 zoning ordinance lists motor fuel station as a permitted. The 1982 zoning ordinance lists motor fuel station as a conditional use. Existing uses were considered to have a conditional use permit (CUP) that allowed them to continue as they were at the time. Structural alteration, enlargement, intensification of use required an amendment to the CUP. This was observed when an application in 1999 to increase the number of fuel pumps and enlarge the canopy was processed as an amendment to a CUP. (The application was withdrawn.) In fact, this same approach remains and is required by our current zoning ordinance. We are considering the current application as an amendment to a CUP. Land Use and Zoning Location Existing Use Guided Land Use Existing Zoning 20,000 sf 2002 Comp. Plan draft 2030 Comp. Plan Site retail & restaurant Commercial Commercial General Business North bar /restaurant Commercial Commercial General Business South office Commercial Commercial General Business East vacant Commercial Mixed Use General Business West residential Low Density Sewered Resid. Low Density Residential R -1 Single Family Residential A motor fuel station requires a CUP in a General Business zoning district. This application might have been considered a new CUP, since the pumps have been gone for a while. However, the process and review issues are similar, so the technical distinction is not a concern. Either way, we should establish and document what is acceptable for the motor fuel use on the site. This provides a good public record that benefits both the public and the property owner. The site compares with the General Business zone standards as shown below. • • Required Site Lot size minimum 20,000 sf Lot width minimum 100' Setbacks: - building from arterial street rear lot line side lot line residential district - parking from street rear lot line side lot line * CUP: motor fuel canopy setback from front or side lot line principal accessory 40' * 30' 5' 10' 10' 35' 15' 10' 10' 30' principal accessory 67' * 39' 130' 60' 145' 39' 15' 39' 10' 34.3' front 37.4' side Building height motor fuel canopy height 45' maximum 18' 18' 18' Impervious surface 75% maximum 62% • • • • Intersection Signalization and Right Of Wav Lino Lakes held a referendum on signalizing two intersections, including Lake Drive and Main Street. The referendum passed and plans are being prepared. Based on preliminary analyses, this site won't be affected except that some additional right of way will be needed along Main Street — perhaps five feet. As proposed on the submitted plans, the canopy setback is 37' and will meet the required 30' setback even if the additional right of way is acquired. However, as discussed below, the canopy location as submitted creates internal circulation concerns and its location may need to be adjusted. The setback will need to be examined as part of the relocation analysis. Conditional Use Permit The new canopy, pumps, signage, site layout, and other elements are discussed below under the respective CUP conditions. There are general criteria for all CUPs and specific conditions that apply to motor fuel stations. General CUP Criteria: Section 2, Subd. 2.B.7. of the zoning ordinance lists the general criteria that apply to all CUPs. 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: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: Land Use Plan, Transportation Plan, Utility (Sewer and Water) Plans, Local Water Management Plan, Capital Improvement Plan, Policy Plan, Natural Environment Plan. • The site is guided and zoned for commercial uses. b. The proposed development application is compatible with present and future land uses of the area. • The site is guided and zoned for commercial uses, but we must be aware that it abuts a residential area on the west. The review for compliance with code requirements and compatibility with other land uses is underway but not completed as yet due to incomplete information. c. The proposed development application conforms to performance standards herein and other applicable City Codes. • The site is guided and zoned for commercial uses. City code requirements and policies apply and will be enforced. Review for compliance with standards is underway, but not completed as yet due to incomplete information. d. Traffic generated by a proposed development application is within the capabilities of the City when (specific levels of service listed in the ordinance are met): • The site operated as a motor fuel station for several decades without traffic generation problems. The new pumps will not change traffic generation. The Lake Drive /Main Street intersection will be improved and the intersection will be signalized in year 2012. The proposed motor fuel use will not interfere with those plans. Access is always an important issue. The site's driveway on Lake Drive is being moved to the south. This benefits public safety by reducing conflicts with traffic from Main Street turning right onto Lake Drive. e. The proposed development shall be served with adequate and safe water supply. f. The proposed development shall be served with an adequate and safe sanitary sewer system. • The site is connected to municipal water and sanitary sewer. The septic tank and drainfield shown on the plans are not used. The tank was properly abandoned. g. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. • Improvements are planned for the Lake Drive /Main Street intersection following the November 2010 referendum to provide funding for the improvements. The proposed motor fuel use did not create the need for those improvements and will not interfere with those plans. h. 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 site operated as a motor fuel station for several decades. Lighting and noise should be considered, including hours of operation. (See canopy discussions below.) 1. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. • No such features exist on or near the site. Motor Fuel CUP Conditions: Section 7, Subd. 3.H. of the zoning ordinance lists the conditional uses in the General Business zone. Specific conditions for a motor fuel station follow, along with discussion of how the project application compares to them 7. Motor fuel stations provided that: a. Motor Fuel Facilities. Motor fuel facilities shall be installed in accordance with State and City standards. Additionally, adequate space shall be provided to access fuel pumps and allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations which do not conflict with circulation, access and other activities on the site. Fuel pumps shall be installed on pump islands. • • • • • • The circulation of vehicles around the gas pumps is an issue. A previous sketch demonstrated conflict with the parking stalls on the front of the main building, and the layout in the submittal has not changed. An option may be shifting canopy and pumps slightly to the east to allow more room to exit the pump islands. Alternatively, the three pumps could be aligned in one line. It may be necessary to eliminate one set of pumps. The circulation on the submitted plan is problematic and should be redesigned. b. Architectural Standards. 1) As a part of the conditional use permit application, a color illustration of all building elevations shall be submitted. 2) The architectural appearance, scale, and functional plan of the building(s) and canopy shall be complementary and compatible with each other and the existing buildings in the neighborhood setting. 3) All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment pursuant to Section 3, Subd. 4. B of this Ordinance. 4) Exterior wall treatments like brick, stone (natural or artificial), decorative concrete block and stucco shall be used. 5) Earth tone colors of exterior materials including the canopy columns shall be required. "Earth tone colors" shall be defined as any various soft colors like those found in nature in soil, vegetation, etc., such colors are limited to brown, black, gray, tan, beige, brick red, soft green, soft blue, or white. 6) Ten (10) percent of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones. The canopy may have contrasting color bands or accent lines not to exceed an accumulative width of four (4) inches. The color bands shall not be illuminated. • Section 3, Subd. 4.B establishes architectural standards for commercial buildings, including building materials and colors. These are reiterated the motor fuel station requirements, though canopies are a little different. See the canopy discussion below. c. Canopy. A protective canopy structure may be located over the pump island(s), as an accessory structure. The canopy shall meet the following performance standards: 1) The edge of the canopy shall be thirty (30) feet or more from the front and /or side lot line, provided that adequate visibility both on -site and off -site is maintained. 2) The canopy shall not exceed eighteen (18) feet in height and must provide fourteen (14) feet of clearance to accommodate a semi - trailer truck passing underneath. 3) The canopy fascia shall not exceed three (3) feet in vertical height. • The application meets these requirements. 4) Canopy lighting shall consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the ceiling of the canopy. Total canopy illumination may not exceed one hundred fifteen (115) foot candles below the canopy at ground level. • We did not receive cut sheets of the proposed canopy lighting as required for all site plans. This is an incomplete item. We need to ensure the fixtures are recessed. The submitted photometric plan shows that canopy illumination directly below the canopy meets the requirement. However, the photometric plan does not extend beyond the canopy. There are requirements for the property boundaries, and we cannot determine compliance with the information submitted. This is another incomplete item. Specific requirements are listed below in g., "exterior lighting ": illumination shall not exceed four - tenths (.4) foot candle at ground level when measured at any boundary line with an adjoining residential property or any public property. Because of the bright lighting below a canopy, the city should consider the impacts of operation and lighting of the site: is a 24 -hour site intended? 5) The architectural design, colors, and character of the canopy shall be consistent with the principal building on the site. • We received an elevation of a canopy. The canopy material is a brown metal. The principal building is brown masonry with a green metal Mansard roof. On recent motor fuel canopies that have been approved by the city, one was EFIS and one was metal. Both have brick around the supporting columns. Staff would recommend brick around the columns of this new proposal. The property owner has not determined what gas company will have the contract for the site, so the canopy design is not yet known. This makes it difficult to review the proposal and make recommendations. 6) Signage may be allowed on a detached canopy in lieu of wall signage on the principal structure, provided that: a) The individual canopy sign does not exceed more than twenty (20) percent of the canopy facade facing a public right -of -way. • There currently is no signage on the convenience store part of the building because the store space has been vacant. Canopy signage must be included in the total amount of wall signage allowed, which the canopy design and signage linked design elements. The sign ordinance requires a comprehensive sign plan whenever a single principal building has three or more businesses. Without an overall signage plan, we cannot determine compliance. This is an incomplete item. 7) Canopy posts /sign posts shall not obstruct traffic or the safe operation of the gas pumps. • The canopy posts are not problems, the canopy location overall is an issue. d. Pump Islands. Pump islands shall comply with the following performance standards: 1) Pump islands shall be elevated six (6) inches above the traveled surface of the site. 2) All pump islands shall be set at least thirty (30) feet back from any property line. Additionally, the setback between the pump islands curb face must be at least twenty -four (24) feet. • The pump islands are properly elevated and set back from property lines. However, the islands are barely 20 feet apart. This must be changed. A related question is the number of underground tanks. Typically, more than two • • • • • types of fuel are offered. The tanks may be internally designed to hold more than one type of fuel. If another tank is needed, it should be addressed now with the site design. e. Dust Control and Drainage. The entire site other than taken up by a building, structure, or plantings shall be surfaced with asphalt, concrete, cobblestone, or paving brick. Plans for surfacing and drainage shall be subject to approval of the City Engineer. Drainage from all fueling areas shall be directed to an oil /grit separator. Minimum design standards for the oil /grit separator shall include the following: 1) A minimum of four hundred (400) cubic feet of permanent pool storage capacity per acre of drainage area. 2) A minimum pool depth of four (4) feet. 3) A minimum oil containment capacity of eight hundred (800) gallons. 4) Minimum maintenance /inspection of two (2) times per year and /or after measurable spill events. A measurable spill shall be defined by the Minnesota Pollution Control Agency (MPCA). Any measurable spill event must be reported to the MPCA. • The submitted plans do not include an oil /grit separator. This is an incomplete item. The City Engineer has reviewed the submitted information, including stormwater management elements. (See attached memo.) Some data needs to be submitted or clarified, such as infoimation regarding a Rice Creek Watershed District review. • A related question is underground tanks. We assume they will be deep enough underground so as not to affect the infiltration pond design, but we need to ascertain this. f. Landscaping. 1) At least twenty -five (25) percent of the lot, parcel or tract of land used exclusively for the gas sales facility shall remain as a grass plot, including trees, shrubbery, plantings or fencing and shall be landscaped. Required minimum green area should be emphasized in the front and side yards abutting streets or residential property. 2) At the boundaries of the lot, the following landscape area shall be required: a) From side and rear property lines, an area of not less than ten (10) feet wide shall be landscaped in compliance with Section 3, Subd. 4.Q of this Ordinance. b) From all road rights -of -way, an area of not less than fifteen (15) feet wide shall be landscaped in compliance with Section 3, Subd. 4. Q of this Ordinance. c) Where lots abut residentially zoned property, a buffer yard of not less than twenty (20) feet wide shall be landscaped and screened in accordance with Section 3, Subd. 4. Q of this Ordinance. d) The property owner shall be responsible for maintenance of all landscaping, including within the boulevard. • The building has existed and functioned for several decades. However, additional landscaping is appropriate with a new application and a landscape plan has been submitted. The City Forester has reviewed the plan and made some suggestions. The landscaping should be re- examined in cooperation with the City Forester. There may be sight line issues for driveway locations, and native plantings are the typical requirement for stormwater facilities. g. Exterior Lighting. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right - of -way and shall be in compliance with Section 3, Subd. 4.F of this Ordinance. A comprehensive lighting plan shall be submitted as part of the conditional use permit application, and shall be subject to the following performance standards: 1) Canopy Lighting. Canopy lighting shall only be permitted under the canopy structure, and shall consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the ceiling of the canopy. Total canopy illumination below the canopy may not exceed one hundred fifteen (115) foot candles at ground level. 2) Perimeter Lighting. Lighting at the periphery of the site and building shall be directed downward, and individual lights shall not exceed fifteen (15) foot candles at ground level. 3) Illumination. Maximum site illumination shall not exceed four - tenths (.4) foot candle at ground level when measured at any boundary line with an adjoining residential property or any public property. • These items are discussed under the canopy section (c.4) above). 4) Access. Vehicular access points shall create a minimum of conflict with through traffic movement and shall comply with Section 3, Subd. 5 of this Ordinance. h. Circulation and Loading. The site design must accommodate adequate turning radius and vertical clearance for a semi - trailer truck. Designated loading areas must be exclusive of off - street parking stalls and drive aisles. A site plan must be provided to illustrate adequate turning radius, using appropriate engineering templates. • Truck circulation is vital to safe and efficient movement on the site. The truck turning radii were not submitted. This is an incomplete item. The turning radii for gas pump circulation should be examined as well, as discussed above under 7.a. i. Parking. 1) Parking spaces shall be calculated solely based upon the use(s) and the square footage of the principal building(s). • The zoning ordinance lists the minimum number of parking stalls for different uses. The ordinance does have a separate parking requirement for motor fuel stations but the convenience store must be calculated as retail, which is a higher requirement. Either way, "parking at fuel pumps shall not be allowed to satisfy the parking requirements." The table shows the calculations. • • Zoning Ordinance Parking Requirement Required Stalls convenience 1 stall per 200 sf using floor plan 2458 sf 12 store liquor 1 stall per 200 sf using 90% of footprint 1179 sf 6 restaurant 10 stalls per 1000 sf of dining room 588 sf 6 + 1 stall per employee of max. shift 3 required total 27 provided on site 29 • • • • • j. 2) Parking spaces shall be screened from abutting residential properties in compliance with Section 3, Subd. 4. Q of this Ordinance. • The new landscaping provides screening of the northwest parking area. The southern area abuts commercial property. Noise. Public address system shall not be audible at any property line. Play of music or advertisement from the public address system is prohibited. Noise control shall be required as regulated in Section 3, Subd. 4.J of this Ordinance. • Because residential property abuts the site, this requirement is an important consideration, especially if 24 -hour operation is intended. k. Outside Storage, Sales and Service. No outside storage or sales shall be allowed, except as follows: 1) Public phones may be located on site as long as they do not interrupt on -site traffic circulation, and are not located in a yard abutting residentially zoned property. 2) Propane sales of twenty (20) pound capacity tanks may be located outside provided the propane tanks are secured in a locker and meets all State Uniform Building and Fire Codes. Large, bulk sale propane tanks must meet all applicable building and fire code requirements. 3) A compressed air service area may be located on site as long as it does not interrupt on -site traffic circulation. 4) Accessory outdoor services, sales, or rental as regulated by Section 7, Subd. 3. G. 6 of this Ordinance. • These are ongoing operation issues that will apply. 1. Litter Control. The operation shall be responsible for litter control on the subject property, which is to occur on a daily basis. Trash receptacles shall be provided at a convenient location on site to facilitate litter control. • These are ongoing operation issues that will apply. m. Additional Stipulations. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. Unresolved Issues Based on the analysis above, the following items should be resolved prior to a recommendation of approval by the P & Z Board: 1. Canopy location and site circulation for both customer vehicles and semi - trucks 2. Hours of operation: canopy lighting and public address system 3. Canopy lighting fixtures must be recessed 4. Illumination at property lines 5. Canopy design: materials 6. Site signage including canopy 7. Fuel pump island separation 8. Clarification of depth and number of underground tanks 9. Drainage design 10. Rice Creek Watershed District review status 11. Landscaping species 12. Public address system usage OPTIONS 1. Recommend approval of the amendment to the conditional use permit for a motor fuel station, with the conditions listed. 2. Continue the public hearing to the April meeting due to incomplete information. 3. Recommend denial of the application. RECOMMENDATION Option 2: continue the public hearing to April. Staff will work with the applicant to acquire needed information and complete the review. This report is based on the following information: • Certificate of Survey, 12/23/10, received Feb 7, 2011 • Site Plan, February 7, 2011, received Feb 7, 2011 • Grading, Drainage & Erosion control Plan, February 7, 2011, received Feb 7, 2011 • Landscape Plan and Details, February 7, 2011, received Feb 7, 2011 • Canopy Lighting, February 7, 2011, received Feb 7, 2011 • Proposed Floor Plan, 2/3/2011, received Feb 7, 2011 • Canopy Elevation, 2/3/2011, received Feb 7, 2011 • Photos of principal building • • TKDA ENGINEERING • ARCHITECTURE • PLANNING The right time. The right people. The right company MEMORANDUM 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 (651) 292-4400 (651) 292-0083 Fax www.tkda.com To: James E. Studenski, City Engineer Reference: Lino Lakes Commercial (Lake Drive and Main Street — Gas Station) Copies To: Proj. No.: From: Chris Winter, P.E. Routing: Date: March 1, 2011 14799.000 Below is a review of the following items for the Lino Lakes Commercial (Lake Drive and Main Street — Gas Station) submittal: • Certificate of Survey dated December 23, 2010 • Site Plan dated February 7, 2011 • Grading, Drainage and Erosion Control Plan, dated February 7, 2011 • Landscape Plan (Sheets L1 and L2), received February 7, 2011 • Stormwater Drainage Report, dated February 9, 2011 • Existing and Proposed Drainage Area Maps, Dated February 8, 2011 • Drainage Diagram for Infiltration, dated February 9, 2011 • Existing Site Photos and Aerial Photography, received February 7, 2011 Site Plan: 1. Minimum setback from the right of way lines for structures is 40 feet for both Lake Drive and Main Street. The proposed canopy encroaches into the 40 foot setback along Lake Drive and Main Street. 2. The new entrance radius to Lake Drive must be labeled. 3. Adequate gasoline spill prevention and isolation devices must be installed on site. 4. An Anoka County Right of Way Permit must be obtained and a copy of that permit must be submitted to the City prior to construction commencing. 5. Vehicle turning movements must be reviewed for final design. Grading, Drainage and Erosion Control Plan: 1. The pipe at the north entrance off Main Street has invert shots that indicate it to be a non- function pipe. Grading and drainage must be restored around this pipe or the pipe must be removed. 2. Rip Rap should be installed at all proposed downstream flared end sections to provide for erosion control. 3. The storage tanks for the gasoline are within the proposed infiltration pond area. The applicant must show the depth of the storage tanks and address and cover issues if they exist. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Review Memo Page 2 Lino Lakes Commercial (Lake Drive and Main Street — Gas Station) March 1, 2011 4. The grading and drainage plan must address how drainage works with the existing storm sewer in the northwest and south east corner of the properties. StormWater Drainage Report: 1. On site soil types must be addressed and calculations shown to address the infiltration rate of the soils to ensure a functioning infiltration basin and correct infiltration basin sizing. 2. The pipe at the north entrance along Main Street should be included in drainage calculations. 3. Rainfall rates for the 2 -year storm should be approximately 2.8 inches over a 24 hour period. 4. Maximum allowable pipe flow is 3 feet per second this rate is exceeded during a 100 year storm event in the 18" pipe downstream of the infiltration basin. 5. Drainage easements must be placed over all storm sewer and infiltration basins. 6. Some drainage on the north side west of the entrance off Main Street appears to flow north to the pipe in the Main Street ditch. Existing drainage area 2 and proposed drainage area 3 should be reviewed and corrected if necessary. 7. Applicant should review the volume control requirements of the Rice Creek Watershed District Rule C for the infiltration basin design. 8. Applicant must obtain a Rice Creek Watershed District permit and submit to the City prior to construction. Landscape Plan: 1. One or two trees appear to be planted within the infiltration basin. An appropriate species for this location should be planted. • • • • • Environmental Memo To: Jeff Smyser From: Marty Asleson Date: March 1, 2011 Re: Gas Station Review /Main and Lake Drive The following preliminary thoughts and suggestions are listed here in a preliminary review of the proposed gas /convenience store on Lake and Main. It has not been determined yet if the RCWD rules will kick in at this point. If they do, storm water treatment will become more specific. Grading, Drainage and Erosion Control • Infiltration areas must be protected from compaction during construction. Creating a rain garden on the back side of the building would capture water off the rooftop. A treatment train might be established with this pond if stormwater from the north of Main street comes on to the property at the NW corner. Lighting Plan- • Lights must meet our code. Flush mounted, downward focused. Landscaping • Plant larger shade trees on alignment with streets. Plant alternating Hackberry/Northern Pin oak (or oak substitute). Screen on the NW corner • Page 1 looks good. Specs call for over seed and restore lawn as necessary in the infiltration basin area. The generally accepted landscape for infiltration areas is not lawn but the use of native plants. Native plants would mean any formal planting that includes all layers of native plant material. Traffic visibility should not be compromised in this design. All plants should be certified potted nursery stock. Plan must be approved by the City of Lino Lakes. A short term (3 years) and long term maintenance plan should be submitted to ensure plant establishment and function preservation. GroundwaterNVell • Well located on the property should be sealed if the business is hooked up to City water supply. • Page 2 • • CERTIFICATE OF SURVEY -for-- SAM PROPERTIES OF LINO LAKES, LLC -of- 7997 LAKE DRIVE NE LINO LAKES, MN 55014 PROPERTY DESCRIPTION: That part of the Northwest Quarter of Section 9, Township 31, Ronge 22, Anoka County, Minnesota lying northwesterly of County State Aid Highway No. 23. also known as Old U.S. Highway No. 8, except that part thereof described as follows: Beginning at the intersection of the west line of soid Northwest Ouarter and the northwesterly line of County State Aid Highway No. 23; thence northerly along soid west line 329.14 feet; thence North 89 degrees 12 minutes 22 seconds East 173.34 feet to said northwesterly right of way line; thence South 27 degrees 36 minutes West, along soid northwesterly right of woy line. 374.11 feet to the point of beginning. Except roods. Subject to easements of record. NOTES: - Field survey was completed by E.G. Rud and Sons, Inc. on 12/21/10. - Bearings shown are on the Anoko County coordinote System. - 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 attorneys 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 Minnesoto winters. - Parking stalls shown per aerial photo and were not verified in the field die to snow and ice. LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 DENOTES ANOKA COUNTY CAST IRON MONUMENT ® DENOTES FOUND ANOKA COUNTY RIGHT OF WAY MONUMENT ❑ DENOTES CATCH BASIN DENOTES POWER POLE AND OVERHEAD WIRES o 9s3e DENOTES EXISTING SPOT ELEVATION DENOTES SIGN 01 DENOTES TELEPHONE PEDESTAL O DENOTES ELECTRIC PEDESTAL /METER » -( DENOTES DRAINAGE CULVERT - "- DENOTES EXISTING CONTOURS DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES TREE (SPECIES AND CALIPER) www.eg ud.com E.G. ROD a SONS, INC. Professional Land Surveyors 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361 -8200 Fax (651) 361 -8701 VICINITY MAP PART OF SEC. 9, TVVP. 31, RNG. 22 Main 51 9h d ANOKA COUNTY, MINNESOTA (NO SCALD NW CORNER .SEC. 9. T�31, R.22- • • _- NORTH LINE OF NW 1/4 OF SEC. 9. 7.31, 1.22 56928'49'E 2631.60 - .,....i ,., ,. ,,.). ,-r ,,,. -1-70 .x112 22 21.5 x201 922.112 N1 /0 CORN SEC. 9. 1.31, R.22 el 12 912 ® Qfr oNW 21.92. S89 °28'49"E 099 uLe 10 ter e`5 246.91 na„ ONe -3 �'11rn Na •xw 9000 NM. X 1M.s QC 7n 39.8 0500 55;5. 225 14 4113."° je 42522 45. wi /0 CORNER SEC. 9. T.31. R.22 121112 x,.12 181_19 f 94414R93---' /7/(7/ US. 02301190 BUILDING FFE = 911.87 5210 •9x.°,112 •2190 t6 / 111 • • MAO 2252090 5-- •21452 071.32 0950.) E X C E P T I O N DRAM! BY BAB JOB NO, 106078T DATE: 72/23/10 CHECK BY: JER SCANNED ❑ 2 N DATE DESCRIP710N BY Malt 11,137.• 952,7. / / / / / xux '00 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am o duly Registered Land Surveyor under the lows of the State of Minnesota. JASON— F__R(1D Date: 12/23/10 License No. 41578 m / / / / / 'Po / / / / / / / / RECEIVED 10 20 40 11 2T\1 NORTH GRAPHIC SCALE ( IN FEEL' ) 1 inch = 20 fl_ PROTECT NAME SITE PLAN City of lino Lakes, Minnesota Vicky Ln VICINITY MAP a D Main St v lames 5t Kelly St O3 PROPERTY DESCRIPTION That part of the Northwest Quorter of Section 9, Township 31, Range 22, Anoka County, Minnesoto lying northwesterly of County Stote Aid Highway No. 23. also known as Old U.S. Highway No. 8, except thot part thereof described as follows: Beginning at the intersection of the west line of said Northwest Quorter and the northwesterly line of County State Aid Highway No. 23; thence northerly along soid west line 329.14 feet; thence North 89 degrees 12 minutes 22 seconds East 173.34 feet to soid northwesterly right of way line; thence South 27 degrees 36 minutes West, along said northwesterly right of way line, 374.11 feet to the point of beginning. Except roads. Subject to eosements of record. EXISTING ZONING GENERAL BUSINESS SITE AREAS EXISTING PERVIOUS 21,832 SF IMPERVIOUS 34,232 SF TOTAL AREA 55,614 SF PERCENT IMPERVIOUS 61.67 PROPOSED PERVIOUS 17,877 SF IMPERVIOUS 37,737 SF TOTAL AREA 55,614 SF PERCENT IMPERVIOUS 67.87 PARKING 1 STALL REQUIRED FOR EVERY 200 S.F. OF FLOOR SPACE BUILDING AREA = 6,370 SF 6,370 31.8 (32 STALLS) 200 29 SURFACE STALLS + 6 SPACES AT PUMPS 35 TOTAL PARKING SPACES RESIDENTIAL DEVELOPER: ENGINEER: SAM PROPERTIES OF PLOWE ENGINEERING, INC. LINO LAKES, LLC 6776 LAKE DR LINO LAKES, MN 55014 CHARLES W. PLOWE, P.E. PH: (651) 361 -8210 FAX: (651) 361 -8701 NN CORNER 5EC 9. 7.31, R.22 r Existing Well I m I ' TRASH ENCLOSURE AREA Existing Electric Transformer Existing Tank Area 39.8' 35.0' NOM UNE OF NN 1/4 OF SEC 9, 731, 7.22 56928'49 -E ND. 14 STREET) 27.5 PIRSD PARKING SETBACK man BUILDING SETBACK .7 of 6 / PROPOSED PROJECT / h APPROX. 3400 5F / EXISTING BUILDING ,��FF09 91911877 gym.' E SUBWAY AND D UOUOR EXISTING BARREL STORES 18.D' 'o-f 18 I d t— �--)---� --- Near bar ®,r I Existing I Drain6eld I Area E I I I I 19 • n i O / PROPOSED UNDERGRUI(0 STORAGE TANKS, 11• = )1 PROPOSED \ \ OVERHEAD \ CANOPY \ PROPOSED GAS \ PUMPS (TYP) \ \ \ \ / / / / / 900, / EC 1 499. LEGEND Existing Bituminous (to remoin) Existing Bituminous (to be removed) New Bituminous N1/4 CORNER SEC. 9. 731, 6.22 0 1 • 0 GENERAL BUSINESS J NEW ENTRANCE DRIVE 700 700 EXIS1196 ENTRANCE DRIVE / (TO BE REMOVED) / / / / / / RECEIVED / // cmof0 °o s V / DRAWN BY: A.G. DESIGN BY: C.W.P. CHCKO BY: C.W.P. PROJ. NO. 11 -1315 ORIGINAL DATE FEBRUARY 7, 2011 PROJECT NAME lino lakes, Minnesota PREPARED FOR; SAM PROPERTIES OF LINO LAKES, LLC I.'''. SITE PLANNING E ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 IJNO LAKES. MN 55014 PHONE (651) 361-8215 FAX (651) 361.0701 NORTH 11NCH . 20 FEET C1 PHOJECT NAME GRADING, DRAINAGE & EROSION CONTROL PLAN City of Lino Lakes, Minnesota GENERAL NOTES The information shown on these drawings concerning type and location of cxist'mg utilities is not guaranteed to be a curote or all inclusive. The contractor is responsible for making his own determination os to type and location of utIities os necessary to ovoid damage to these utilities. Contact Gopher State One -Coll of (651) 454 -0002 for existing utility locations. All work done shall be in accordance with the City's General Specifications s and Standard Detail Plate Notify City 0 minimum of 48 hours prior to the commencement of construction. GRADING & EROSION CONTROL NOTES Prior to any grading operations, the contractor shall install a rock construction entrance at all locations where construction vehicles enter onto public roads and perimeter slit fence as shown on plan. (Contact City to inspect erosion control measures prior to grading operations, If necessary.) Additional silt fence may be necessary if 10001 conditions require Perform site grading on an oreo -by -area basis to minimize uncompleted areas As each area c ompleted, all exposed soils must hove temporary erosion control protection or permanent cover within 7 days. All debris treated in the prowess of clearing and grading the site shall be removed from the sits This includes trees, shrubs, miscellaneous debris and existing buildings, including footings. Under n o circumstances shall this type of material be buried or burned on the site. The Owner and Contractor Al oversee and be responsible for era s i n control measures f -site until nol stabilization has been achieved. The Contractor and Owner shall make available to the City and Watershed a fist of contacts to be notified if repairs and /or maintenance to site erosion contrd measures are required. All BMPS must be mointoined with proper function until all site work has been completed and site has undergone final stabilization. Contractor to provide designated concrete truck washout oreo with appropriate signage. Washout oreo is to be a minimum of 50' from storm drams, ditches, ponds, or other stormwoter features. All liquid and sol16 waste generoted by concrete washout operations must be contained in a leok -proof containment facility or impermeable liner (e.g. composted cloy liner, impermeable geo-membrane). After waste concrete Is set, break -up and dispose of properly. Contractor to provide topsoil stockpiles at location designated by ow Stockpiles must be kept at least 25 -feet from any rood, drainage channel or storm sewer Mlet Stockpiles left for more than 7 days must be stabilized with mulch, vegetation, tarps, or other approved means_ Stockpiles left for less than 7 days must be controlled with silt fence or other approved means Any sediment reaching o public or private rood shall be removed by street cleaning (not flushing) before the end of each work cloy After poving, street sweeping and scraping is required for proposed porking lot 006 for any Crocked sediment onto adjacent streets. All tracked soils must be swept within 24 hours. All select compact fl to be compacted 9541 (optimum) modified proctor. Turf oreo(s) to be seeded within 7 days after completion of rough grading. All topsoil shall be stripped and sdvoged for respreading an the site. A minimum of 4' of topsoil shall be respreod prior to seeding and mulching. Also see STORMWATER POLLUTION PREVENTION PLAN for additional erosion control and site sequencing. 6' MIMMUM WASHED ROCK ROCK CONSTRUCTION ENTRANCE NOT TO SCALE 1.5' WEAR - 2360 TYPE LV3 YEAR COURSE MIXTURE B (LVWE35D308) ORDINARY COMPACTION METHOD TACK COAT, MNOOT 2357 2' BASE - 2350 TYPE LV3 NON -NEAR COURSE MIXTURE B (LVNW35030B) ORDINARY 001.4PACTION METHOD 6' ACC. BASE, CL 5 OR C. 6 MNDOT 3138 SPECIFIED DENSITY COMPACTION METHOD APPROVED GRANULAR SUBBASE AS DETERMINED BY 000170HNICAL ENGINEER PAVING SHALL CONFORM 1D THE LATEST EDITI134 04 MNDOTS STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITYS STANDARDS FOR STREET AND UTTUTY CONSTRUCTION. PAVING SECTION SHALL BE REVIEWED AND APPROVED BY CEOIECHNICAL 040NETR PRIOR TO ANY INSTALLATIONS PROPOSED BITUMINOUS NOT TO SCALE 2 X r WOOD OR STEEL POST r -r O.C. WIRE MESH REINFORCEMENT. STD. FIELD FENCE MIN 30' HIGH, MAX MESH SPACING OF 6' AND MN. 14-1/2- GAUGE WIRE I5 OPTIONAL GEOTEXTILE FILTER FABRIC - OVERLAP 6' AND FASTEN AT 2' INTERVALS. LAY FABRIC N TRENCH. FABRIC ANCHORAGE TRENCH. BACKF9L TRENCH WITH TAMPED NATURAL 500- DIRECTION OF RUNOFF EXTEND HIRE MESH 9410 TRENCH SUPPORT POST ANCHORAGE N -500 SOIL 6' MN. N(iTES: 1) WIRE MESH 15 NOT REQUIRED. 2) CONTRACTOR k5 RESPONSIBLE FOR REMOVAL of ALL EROSDN CONTROL MATERIALS FOLLOWING TURF ESTABUSMENT. EROSION CONTROL FENCE NOT TO SCALE NW CORNEA SEC. 9. 1.31. R.22 • • 9114 no wa, ...914.._.. � �.. c are LEGEND manta un0 u4 Nat 1/4 U4 000 9. T.31, T.22 5892000E 2631.60 - Existing Utility Pedestal Existing Overhead Wire Existing Utility Pole Existing Stonn Sewer Proposed 51onn Sevier Existing Storm Sewer Manholes Existing Storm Sevier Apron Proposed Storm Sewer Apron Existing Tree Existing Contour Proposed Contour 1- o X894.50 Proposed Silt Fence Existing Spot Elevation Proposed Spot Elevation (wtteawe. biwmmws .,face. Or Woo. wrdaou 15 M etrwlse ad.tM) n1e Proposed Inlet Protection Existing Bituminous (to remora) Existing Bituminous (to be removed) Nee Bituminous 51/4 CORNER SEC. 9. T.31. R.22 APPROX. 118118 OF BITUMINOUS DISTURBANCE *WI Existing WdIQ Aknir • moms OMR Existing Electric Transformer Existing \OJ Septic Tank Area .v1aw ova rW l/P. a 0454 Existing Dronfield Area PIA PROPOSED PROJECT APPROX. 3400 5F EXISTING SUBWAY AND L10410R BARREL STORES SOSPA 13? O4ISTO / 18. RC APRON INV 007.50 rGb 1,141CIR INTO EXISTING BITUMINOUS INFILTRATOR BASIN rPo REMOVE EXISTING CULVERT AND APRONS - GRADE DITCH TO DRAM AS SHOWN SAWCUT EXISTING BITUMINOUS / / / / / / / / / / / / RECEIVED FEg o 24 \\ Gv uND ugs / / / / DRAWN BY A.G. DESIGN BY: C.W.P. CHCKD BY: C.W.P. PR0.1. N0. 11.1315 ORIGINAL DATE FEBRUARY 7, 2011 Q W O CHARLES W. PLOWE DATE: 2.7.2011 PROJECT NAME Lino lanes, Minnesota PREPARED FOR SAM PROPERTIES OF LINO LAKES, LLC 011,0 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6775 LAKE DRIVE 5111TE 110 LINO LAKES, MN 55014 PHONE (651) 301ffi18 FAX (651) 361$701 NORTH 0� 10 20 IINCHe 20FEET C2 • L_ E 0 N 0 a 7 ,0 d 8 3 V 0 0 0 0 0 Dwarf Bush Honeysuckle' (17) Isanti Redosier Dogwood' (3) River Birch" (1) Black Hills Spruce" (5) Isanti Redosier Dogwood' (5) River Birch' (2) Dwarf Bush Honeysuckle' (18) Isanti Redosier Dogwood' (5) PLANT SCHEDULE Anoka. County Monument at NV. Car. of the NV1/4 of Sec. 9, T. 31, R. 22 ST C JO C Y ROAD 1-4 -MAIN E E-T- HVY JO UG UG UG / UG UG UG UG�UG UG UG UG TEL INT 0-41. Pktallo- #y 0> itt. NIOVC 110; .Oti I. PP Overseed and Resto Lawn as Necessa Ivory Silk Japanese Tree Ulacl (3) `— (2) "Ivory Silk Japanese Tree lilac Shredded Hardwood Mulch with Vinyl Edge sia(�c OFHVY / Shredded Hardwood Mulch with Vinyl Edge la Z H - Q J PD W l7 W Z =o 0 X W LI- Ivory Silk Japanese Tres Lilac (4/ PP I.1. 908.1 / C1 1 DECIDUOUS TREES 11 BOTANICAL NAME BETULA NIGRA SYRNGARETICULATA IVORY SILK' EVERGREEN TREES BOTANICAL NAME 5 PICEA GLAUCA 'DENSATA' DECIDUOUS SHRUBS 13 35 BOTANICAL NAME CORNUS SERICEA'ISANTI' DIERVILLA LONICERA COMMON NAME RIVER BIRCH IVORY SILK JAPANESE TREE LILAC COMMON NAME BLACK HILLS SPRUCE COMMON NAME ISANTI REDOSIER DOGWOOD DWARF BUSH HONEYSUCKLE MIN. SIZE ROOT TYPE SPACING 10' HGT. 55.5 AS SHOWN 2 -12" CAL B&B AS SHOWN MIN. SIZE ROOT TYPE SPACING 6' HGT. B&B AS SHOWN MN. SIZE ROOT TYPE SPACING 36 HOT. 55 CONT. AS SHOWN 12' HGT. 52 CONT. / / iza=eso to aY RECSIED VE8 01 1.011 Jjjargo1is l Company 1 Landscape Contractors 295 West Larpenteur 651/486 -7258 Roseville, Minnesota 55113 Fax 651/488.0693 • • PROJECT SAM PROPERTIES OF LINO LAKES 7997 Lake Drive NE Lino Lakes, MN 55014 • • REVISION HISTORY NO DESCRIPTION DATE • CERTII'ICAT101, 1 HEREBY CSRTFY THAT THLSPIAN, 51•ECIHCA HON, ORIIER01(1 WAS 11(e1•ARFLBY ME DR UNDER /.rV DIRECTSUPFR 9ON AND 1 HA L AM ADULT LICF:NSW LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CHADEBURAN DAM: 0001 -00 x 170. ND. .sm • SHEET TITLE Landscape Plan NOT FOR CONSTRUCTION • • • SHEET NUMBER L1•0 OF 2 SHEETS 11 -001 E a° M N F: \ %Morgolis Proposals \Lino \Planting.dwg February 07, 2011 L DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES, SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN . PLANT DELIVERED WITH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTED AND THOSE WITH TERMINAL LEADERS EXCEEDING 300 MM (12") IN LENGTH WILL ALSO BE REJECTED. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH IN THE FIELD. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1 -2 IN. HIGHER IN SLOWLY DRAINING SOILS. CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT OF ANY POTENTIAL DRAINAGE ISSUES PRIOR TO FINAL PLANTING. INSTALL APPROVED DRAINAGE MATERIALS AS DIRECTED. ADD MYCORRTZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. MINIMUM WIDTH 1.5XROOTBALL DIAMETER OR AS REQUIRED FOR SOIL CONDITIONS SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY PERIOD. REMOVE ALL FLAGGING AND LABELS. EACH TREE MUST BE PLANTED SUCH THAT THE ROOI FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE ROOT FLARE I5 NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. ROOT BALLS DELIVERED WITH THE ROOT FLARE MORE THAN 4" BELOW THE TOP OF THE BALL WILL BE REJECTED. REMOVE OR CORRECT STEM GIRDLING ROOTS. MULCH AS SPECIFIED, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 3x ROOT BALL DIA. OR AS SPECIFIED FOR SOIL CONDIRON ENCOUNTERED WITH TAPERED SIDES. BACKFILL 2/3 WITH MODIFIED PLANTING SOIL AS SPECIFIED FOR THE SPECIFIC SOIL CONDITION ENCOUNTERED AND WATER THOROUGHLY WITHIN 2 HOURS. BACKFILL REMAINING 1/3 WITHIN 48 HOURS AND CONSTRUCT 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL AND WATER THOROUGHLY. REMOVE ALL TWINE, ROPE AND WIRE, NAILS, AND BURLAP FROM TOP 1/3 OF ROOT BALL OR TO 2ND RING OF WIRE BASKET, WHICHEVER I5 GREATER REMOVE ALL PLASTIC WRAP OR ROPE FROM ENTIRE BALL. CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN INTO PLANTING HOLE. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 1 II� 2" TO 4" DEEPER THAN ROOTBALL OB &B DECIDUOUS AND EVERGREEN TREE PLANTING 1 SCALE NOT TO SCALE IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. REMOVE ALL ROPE, TWINE AND BURLAP FROM TOP HALF OF ROOT BALL FROM B&B SHRUBS. DO NOT HEAVILY PRUNE AT PLANTING. PRUNE ONLY BROKEN OR DEAD BRANCHES, RETAINING NATURAL FORM DURING THE SPRING PLANTING SEASON, ANY EVERGREEN SHRUB DELIVERED WISH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1 -2 IN. HIGHER EN SLOWLY DRAINING SOILS. ADD MYCORRHIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. OSHRUB PLANTING DETIAL 2 SCALE NOT TO SCALE �RI��II�I�I�II�II � III= III —'� II. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE TAMP SOIL AROUND BASE OF ROOT BALL FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. PLACE ROOT BALL ON FIRM UNEXCAVATED OR TAMPED SOIL. SPACE TREES ACCORDING TO PLANS. I �I IEIiIn,I II IIEI mmI&IIfI IIII�I I�I� I�I�E SPACE PLANTS ACCORDING TO PLANS MULCH AS SPECIFIED. DO NOT PLACE MULCH IN CONTACT WITH THE PLANT. MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 3x ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE SHRUB IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AND ADD ANY SOIL AMENDMENTS OR FERTILIZERS AS SPECIFIED AND CONSTRUCT 3" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL WATER THOROUGHLY WITHIN 2 HOURS. OVINYL EDGING DETAIL SCALE NOT TO SCALE «' • • PLANTING AS SHOWN ON PLANS, FINISHED GRADE AT SHRUBS, r BELOW TOP OF EDGING. TURF, FINISHED GRADE AT LAWN, Y2" BELOW TOP OF EDGING. VINYL EDGING: "BLACK DIAMOND" EDGING BY VALLEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, "V ", OR WIDE ANGLE CONNECTORS AT ANGLE CHANGES. 10" X %" METAL ANCHOR STAKES AT 48" 0.C, AND AT EACH END. DRIVE INTO UNDISTURBED SOIL. EQ. rrr OPLANT SPACING: TRIANGULAR SCALE 1/4' - PLANT SPACING (ON CENTER) P- PLANT SPACING R -ROW SPACING P (FT.) R (FT.) .50 .43 .67 .58 .83 .72 1.00 .87 125 1.08 1.50 1.30 2.00 1.73 2.50 2.17 3.00 2.60 4.00 3.46 5.00 4.33 6.00 520 1. PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM TREE TRUNKS. 2. IF THE MUCH DEPTH IS LESS THAN 3" ADDITIONAL MULCH 15 REQUIRED TO PROVIDE THE MINIMUM DEPTH SPECIFIED IN CHART BELOW. 3. SUBSIDING OR DETERIORATING MULCH I5 ACIh.PIABLE THROUGHOUT THE CONTRACT IF THE MULCH DEPTH IS MAINTAINED AT A MINIMUM 3" DEPTH. 4. MULCH CONTAMINATED WITH SOIL MUST BE REMOVED AND REPLACED. TYPE OF PLANT A MULCH LINE TO CENTER OF PLANT B DEPTH OF MULCH CONIFEROUS TREES 3' MIN. 4 "-6" DECIDUOUS TREES 3' MIN. 4 "-6" CONIFEROUS SHRUBS 3' MIN. 4 "-6" DECIDUOUS SHRUBS 3' MIN. PERENNIALS 2' MIN. VINES 2' MIN. MACHINE MOVED TREES 12" BEYOND HOLE EDGE OMULCH PLACEMENT GUIDELINES SCALE 1M" argolis Company Landscape Contractors 295 West Larpenteur 651 /488 -7258 Roseville, Minnesota 55113 Fax 651/486-0693 l • • PROJECT SAM PROPERTIES OF LINO LAKES 7997 Lake Drive NE Lino Lakes, MN 55014 • • REVISION HISTORY NO. DESCRIPTION DATE • • CERI111CA1'10A 1 HFRFRY(TRTIEY THAT IHLSPI.AK, SPECIHCAIION, OR 14.1•ORI WASIICEYARW NY tog OR UNDER MY DIRFCTSUPFRVLSION AND INAI I AM AUULY LIC*NSkv LAVISCAFE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNBOIA. CHAD E DURAN VA It, U191,2aTR LIC NO 95772 • • SHEET TITLE Landscape Details NOT FOR CONSTRUCTION • SHEET NUMBER L2•0 OF 2 SHEETS • • 11 -0M LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts • A 10 KACM 250M DP CONTOUR SERIES ONE (1) 250 WATT KACM _250M_ 22500 0.72 268 CANOPY LUMINAIRE CLEAR BT28 PULSE - W /DROP PRISMATIC START METAL HALIDE DP.ies LENS. LAMP IN HORIZONTAL POSITION STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Area Calculated @ Grade } 27.2 is 35.2 fc 15.0 fc 2.3:1 1.8:1 NOTES 1. Davis and Associates, Inc does not assume responsibility for th interpretation of this calculation, or compliance to local or state lighting codes and ordinances. 2. Lighting layout provided is not intended for construction documents but only to illustrate the performance of the product. 3. All readings /calculations are shown @ grade. 4. All fixtures are surface mounted to the canopy. Canopy is 15' 0" A.F.G. East Elevation Scale 1/4" 15.6 '20.0 '22.6 '23.5 '23.9 '24.8 '24.4 '24.4 '24.8 '23.9 23.5 '22.6 '20.0 21.0 '30.2 '31.0 ■ 4'312 '33.0 '31.9 ■ A '31.9 '33.0 '31.. A '31.0 '302 ■ A 21.6 '28.4 31.1 '32.6 '33.7 34.0 '34.0 '34.0 34.0 '33.7 32.6 '31.1 '28.4 22.2 '26.4 '32.2 '33.4 '33.9 '352 20.4 �A,7 '29.5 '30.3 ■ A '30.6 '32.2 '34.5 '34.5 '352 '33.9 '33.4 '322 '26.4 ■A '312 32.2 '303 '29.5 15.0 '19.4 '21.3 22.4 '232 '23.5 '23.4 '23.4 '23.5 '232 '22.4 '21.3 '19.4 Plan View Seale 1/4" .1' 15.6 21.0 21.6 222 20.4 15.0 RECEIVED FEB 07 MI CITY OF LINO LAKES DAVIS & ASSOCIATES. INC. 6446 Flying Cloud Dr. Eden Prairie, it11N 952 - 941 -0410 Designer AM Date Feb 7 2011 Scale As Noted Drawing No. 1 f 1 4 • • ADJACENT TENANT MERCHANDISE MERCHANDISE MERCHANDISE 6 DOOR FREEZER STORAGE/ 10 DOOR FREEZER ELECTRICA 1959 Sloan Place, Suee 100 Maplewood. MN 55117 Phone: (651)487 -3281 Pax: (651)467 -3283 NAI- NCh6ecia.com I hereby certify that this plan, spar lion, or report was prepared by me or under my deed supervision and that I am a duly Licensed Architect under the laws of the slate of Minnesob Signature Typed Nemec JOHN K. GASPAR Dab 202011 Reg Na 1643D RJ MARCO CONSTRUCTION GENERAL CONTRACTOR Lino Lakes Convenience Store 7997 Lake Drive NE Lino Lakes, MN 55014 Owner. COFFEE / SODA MEN RESTROO,M ATM 63' -0'I PROPOSED FLOOR PLAN SCALE: 1 /8" = 1' -0" MERCHANDISE UJOMEN RESTROOM Re Rm. Last Fa:"z° MIT Rol Dalsaarwra,... Issues & Revisions: EXISTING CONVENIENCE STORE NEUJ INTERIOR LAYOUT 3,297 S.F. NORTH Comm. No: 201101 DmawnBy: SG Date; 02/03/20 Sheet Name: PROPOSED FLOOR PLAN Sheet No: A101 • 65' 9' BACKLIT SIGN 15' 27' 9' BACKLI SIGN NORTH FACE EAST FACE 27' -9' 1.- 1 i BACKLIT SIGN FASCIA T BF - ART T VAT- RIAL) H LAT V -R SOUTH FACE TA\ TICA A v REVISION BLOCK DESCRIPTION w W Cr) Cif J • W .5 z ▪ II - = • Z _ 2 E0 (1 r 731 7) a ~C ❑❑ O L 0 E as