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10/24/2012 Env Bd Packet
City of Lino Lakes Environmental Board Meeting October 24 2012 6:30 p.m. SITE VISIT TO WOLLAN'S PARK 5:30 p.m. AGENDA 1. Call to Order 2. Approval of Minutes September 26, 2012 3. Approval of Agenda 4. Open Mike 5. Action Items A. Bill's Superette 6. Discussion Items A. Amy Ulbricht and Amanda Lee, Anoka County Integrated Waste /Update B Goals 2013 C. Community Garden Update 7 Adjourn • • ENVIRONMENTAL BOARD MEETING September 26, 2012 DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT CITY OF LINO LAKES : September 26, 2012 . 6:35 P.M. . 7:45 P.M. : Mary Jo O'Dea, Martha DeHaven, Steve Heiskary, Paula Andrzejewski and Nancie Klebba : Barbara Bor : Environmental Coordinator Marty Asleson 1. CALL TO ORDER Ms. O'Dea called the meeting to order at 6:35 p.m. 2. APPROVAL OF MINUTES None. 3. APPROVAL OF AGENDA Add: F. Target Landscaping G. Japanese Beatle discussion. Remove: C. Goal discussion for 2013 until next meeting. Mr. Heiskary made a motion to approve the agenda. Ms. Klebba seconded the motion to approve. Motion carried unanimously 4. OPEN MIKE Open mike closed at 6:35 p.m. 5. ACTION ITEMS None. 6. DISCUSSION ITEM A. Wollan's Park Restoration Update /Jason Husveth DRAFT MINUTES 1 ENVIRONMENTAL BOARD MEETING September 26, 2012 Mr. Jason Husveth from Critical Connections stated he has been working on the Minnesota Wetland Bank Plan application for 18 months. He stated Part A is fairly simple. It includes pages of tables and information to check with and check off. A concept plan of what is being done at the park and with property holders, etc. He stated the most important is a section on the Application for Exceptional Natural Resource Value (ENRV). There is a special provision on page two of the banking application for this. These projects are few and far between. These projects have to meet existing criteria to meet exceptional features. The responsibility is upon us to show this. Part B was submitted a few weeks ago to the state and Department of Natural Resources (DNR). He stated they have asked for the maximum credits which would be 110 credits. There was a questioned as how the City is thinking about managing the property so it does not revert back to a low quality state. It was stated the restoration is modeled after other projects Mr. Husveth has worked on. The model for this project is different in that City crews and City equipment will do much of the work. His company will oversee the project. He stated it is not guaranteed the application will be approved under an ENRV. He will be attending a meeting at Anoka County Technical Evaluation Panel (TEP). There are a few minor things they have been requested and he will negotiate for eligibility. He stated in the future they will be a need to communicate with adjacent property owners. Mr. Asleson stated they may try to acquire a conservation easement. Assuming we receive approval of the application. We want to make sure we are good neighbors and keep property owner's informed. Mr. O'Dea questioned the approval process. Mr. Husveth stated we should have an answer fairly soon. If approved they then would need get all of the paperwork signed. Work would commence in the winter. Ms. O'Dea stated if we take on the responsibility and the fund gets cut, what then? Mr. Asleson stated the City never stops managing parks. He stated looking at long term there is really nothing crucial - left. The heavy work will be done in the first 3 -5 years. After that it will be minimal. Mr. Husveth mentioned if burning is a problem, there are alternatives such as raking. It is more expensive and holds that line until you can get back on track once it is restored. The Board mentioned they would like a site visit before the next Environmental Board meeting on Wednesday, October 24, 2012 at Wollan's Park. B. New Recycling Initiative/Updates and Recycling Expenditures to the End of the Year. Mr. Asleson stated Amy Ulbricht and Amanda Lee from Anoka County Integrated Waste have done quite a bit of calling to Lino Lakes businesses regarding DRAFT MINUTES 2 • • • ENVIRONMENTAL BOARD MEETING September 26, 2012 recycling. They have scheduled a few site visits to promote the recycling initiative program. Mr. Asleson stated he has narrowed down two locations for a recycling can cage enclosure. They are Centennial Fire Station and Lino Park. Both are located on Lake Drive. The first monthly recycle day took place on September 16th, at Lino Park. Freimuth Enterprise reported the following recycle day totals: Scrap Steel and Appliances: 16,840 lbs Tires: 2,820 lbs Electronics: 8,160 lbs Bulbs: 260 Small engine recycler, Larry Schatz, reported the following recycle day totals: Steel: 3,100 lbs Aluminum: 379 lbs There were approximately 25 bikes collected to be rebuilt. Apogee Retail, LLC /collection of household goods reported the following recycle day totals: 667 lbs. It was stated that there were roughly 100 cars that carne through on recycle day. C. Goals Discussion for 2013 Goal discussion postponed until the October meeting. D. Community Garden Update /Grant Submittal Mr. Asleson submitted a grant requesting in the amount of $4,369.40 for the following: 1. Expansion of water supply for 68 new plots. 2. Compost for existing and new plots. 3. Nozzles, hose and fittings. Mr. Asleson stated he would like to have the Quad Press talk to a current community gardener for an article for the paper. DRAFT MINUTES 3 ENVIRONMENTAL BOARD MEETING September 26, 2012 Mr. Asleson stated he would like to have signs made for the Community Garden for 2013. Ms. Andrzejewski stated if we do not receive the grant we could expand the current plots and the plots would still have access to water. E. Fall Arbor Day at Lino Lakes Elementary Mr. Asleson stated Lino Lakes Elementary will be having a fall Arbor Day on Thursday, October 4, 2012. F. Target Corporation Mr. Asleson stated Target will be revamping the plantings in the infiltration ponds on Apollo Drive. He stated he will send out an email with dates for anyone interested in digging up native plants for their gardens. Target is planning on having more formal plantings with native species. He stated there will be 500 cubic yards coming out of the ponds. He stated the grates for sediment traps are cleaned 8 times a year. Infiltration ponds G. Japanese Beatle Mr. Asleson stated Japanese Beatles come out in June and July to eat tree leaves. In August and September they eat the roots of your turf Ms. DeHaven questioned if there is a spray for getting rid of the beetles. Mr. Asleson stated yes, there are chemicals to treat. Mr. Asleson stated they can be easily killed on the trees with an insecticidal soap. Mr. Asleson stated itwould be a good idea to put an article in the spring City newsletter on how to treat -for the beetles. 7. ADJOURN It was noted that the next meeting of the Environmental Board will be on Wednesday, October 24, 2012 at 6:30 p.m. There being no further business, Ms. DeHaven moved to adjourn at7:45 p.m. Ms. Andrzejewski seconded the motion. Motion carried unanimously. Transcribed by: Lisa Hogstad Community Development Secretary DRAFT MINUTES 4 • Agenda Item 5A • Environmental Board Meeting Date: September 26, 2012 Topic: Bill's Superette Location: NE Corner of Lake Drive and Main Street. Background: This is an environmental review of a land use request submitted on September 10, 2012. The application submitted by Grant Rademacher is a request for site plan approval for preliminary plat and a CUP for a gas station. The parcel is classified as commercial property. Analysis: • Land Cover Bill's Superette sits on a site that is classified as" Oak Woodland- Brushland ". Scattered oaks among Box Elder and Ash are prevalent on the South and West sides of the parcel. The rest of the parcel, except for qualified significant Hackberry and Box elder on the East side of the property, include a mixture of suckering Box elder, Raspberry, Prickly Ash, and Common Buckthorn. • Rare and Unique Resources There are no rare or endangered indicators on the site. NHIS data shows nothing within at least 1/2 mile from this site. • Wetlands There are no wetlands on -the site, therefore no WACA considerations. There is a RCWD catch basin holding area on the very south tip of the site. • Surface Water/Ponds The Rice Creek Watershed District has determined the application to be incomplete. The applicant must meet the District rules C, D, and RMP -3. The rule states that in addition to the BMP's required under the rule, volume control measures are required reducing runoff by at least the volume from 0.5 inches of rainfall over impervious surfaces. Volume reduction under this part of the rule may be achieved only by measures described in the document. Those measures are: Reestablishment of effectively drained wetlands and floodplain meadows, upland restoration conservation, restoration of degraded wetlands, impervious disconnection, soil amendments /tilling. The applicant must meet this requirement. Other requirements are listed in (Attachment 2). • The developer is proposing to place 1 to 2 feet of rock in the basins of these ponds. The rock basin bottom would create a difficult maintenance issue and could very well look unsightly in a number of years when possibly cattails, cottonwoods and Boxelders get rooted in this area. Sedimentation created by rogue plants would create cleanout issues in the future and look unsightly. Recommend not having rock bottoms; however, the developer must sign maintenance agreements with City and Watershed for these ponds, and cleanout would be at his expense. The plan and agreement must address the cleaning out of the forebay and pond areas, and state that the ponds will be cleaned out when they are determined to be 1/3 full. The developer shows pond areas being sodded on top. All sod areas must be irrigated, whether the sod is inside or outside the pond. An oil separator system has been designed into the normal pretreatment ponds. The design includes a clay liner. This design has not been reviewed by the Rice Creek Watershed Board Engineers. The clay liner would create a dead pool area. Since these proposed pools are 4 foot deep it is recommended that the ponds be separated from the general public access. This design for oil separation and stormwater pretreatment has never been incorporated into any city projects. A design such as the oil separator system across the street eliminates pooling on the site and this would be preferable. Recommend a dry forebay system and separate oil separator /grit chamber system. Rice Creek Watershed District also indicated that the chamber type of oil separator /grit chamber would be preferable to a clay lined pond. The developer is proposing a wet seed mix for the forebay areas. A wet seed mix is a term generally associated with native grass and forbes. Native grass and forbes that grow in a wet environment do not grow in an inundated water environment. Therefore the result of this would be cattails and other aggressive rogue plants that would volunteer on the site. The end result in my opinion would be an un -kept appearance. In the past, landscapes with unkept appearances in front of businesses were not desirable. Recommend a dry forebay system and separate chamber -type oil separator system. In addition, the permanent pool forebays could possibl-y be a hazard. If the ponds are to stay in a-perpetual state of pooling, than fencing around the ponds should be installed, or at a m- inimum a bench placed in the grade scheme. No soils should be imported or exported from the site without permission from the City. Any soils brought on to the site must be similar in nature to the surface water /infiltration characteristics of the existing soils or recalculation of runoff rates be resubmitted to the Rice Creek Watershed District for review. • Storm Water Pollution Prevention Plan The Submitted Stormwater Pollution Prevention Plan (SWPPP) is complete except for a couple of things. The SWPPP must identify the project manager responsible for implementing the SWPPP, phone numbers that the City can call for SWPPP action when it is needed, where the SWPPP will be located on site, and where the required inspection sheets will be located on the site. • • Grading Notes The grading notes include good description of proper construction, sequencing and protection of infiltration pond areas. Procedures outlined in the grading notes include protection of pond areas and tree areas. • Tree Preservation All of the existing onsite trees will be removed for construction. Tree preservation for adjacent trees is discussed in the grading plan. Adjacent trees or trees left on the east side of the project must have fencing placed at the dripline. Lighting Submitted photo - metrics conform to city code. Lighting fixtures are downward focused, lower intensity, flush mounted, cut -off style lights and conform to our ordinance. Canopy fixtures are recessed into the canopy. • Landscape Plan Attachment 1 is the new landscape requirements in our zoning code. The landscape plan is adequate for: 1. Boulevard trees: Hackberry is a very good choice for canopy and tolerance of city conditions including salt. 2. Buffer to residential: The developer is intending to construct a fence with 50% shrub screening on the east side. Fence must be on the business side and the landscape plants on the residential property side. Shrub coverage is complimented with a staggered row of Sugar Maple and Boulevard Lindens on the North and East sides. Sugar Maples and Boulevard Lindens are not a good choice for sand plane soils and unless irrigated will not stand on their own. Oaks would be a better choice and the red or northern pin oak will give brilliant fall color if that's what was desired with Sugar Maples. Some of the disease resistant elms are working very well in sandy soils in Lino Lakes. These include the Princeton, Heritage, Accolade and New Horizon Elms. These woiilrl be good substitutes. Red Maple would be a good choice for substitutions. Recommend substituting better adapted species for this site. 3. Buffer on parking lots: Between a parking lot and public right of way, landscape materials are required continuously at 30 inches of height. All plantings must be triangular spacing. The developer has demonstrated this. 4. Open area landscape standards: The requirement is for 1 canopy tree per 2000 square feet. Since the project has 64,000 square feet there is a requirement for an additional 32 trees and 96 shrubs. The plan indicates over 32 trees and 96 shrubs. 5. Foundation landscape standards call for 1 large tree and 3 large shrubs on the rear and side of each building; and 2 large trees and 6 large shrubs on • the front and street sides of buildings. The plans show that this standard is met within 15 feet of the building. 6. Shrub and tree islands show alpine current in the island on the corner of the liquor store. This would create a visibility issue for parking cars. Recommend a plant material that is more prostrate with a mature height no higher than 22 inches. 7. A "CPTED" Crime Prevention through Environmental Design analysis must be submitted. 8. Great River Energy must be contacted for tree plantings in the proximity of the transmission lines along Main Street. Options: 1. Recommend approval with Staff and Environmental Board Recommendations. 2. Recommend further review /or denial. Recommendation: Option 1 Attachments: 1. New landscape zoning rules 2. RCWD Review 3. Site Plan 4. Grading Plan 5. ESC Plan Phase II 6. ESC Phase Details 7. Photometric Plan 8_ Photometric Detail Plan II 9. Photometric Details 10. Tree and Groundcover Plan 11. Shrub Plan 12. Tree Preservation Plan • • • 2. Commercial, Industrial and Public /Semi - Public Zoning Districts. a. Exterior Storage. Exterior storage shall be governed by the respective zoning district in which such use is located. b. Screening. All exterior storage shall be screened so as not to be visible from adjoining properties and public streets except for the following: 1) Merchandise being displayed for sale in accordance with zoning district requirements. 2) Materials and equipment currently being used for construction on the premises. c. Within an industrial zoning district, the exterior storage of semi- trailers accessory to the principal use may be allowed by conditional use permit according to Section 8, Subd. 1 and Subd. 2. Semi - trailers connected to semi - tractors queuing for loading or unloading shall be considered truck parking and be exempt from the outdoor storage conditional use permit. 3. All Zoning Districts. a. Excepting temporary construction trailers and facilities operated by public service agencies (i.e., bookmobile, bloodmobiles, etc.) as allowed by the City Council, no recreational vehicle may be used for office, business, industrial manufacturing, testing, or storage of items in conjunction with a business, commercial or industrial enterprise. b. The City Council may order the owner of any property to cease - or modify open storage uses including existing uses, provided it is found that such use constitutes a threat to the public health, safety, convenience, or general welfare. Q Required Screening, Landscaping, and Buffer Yards. 1. Purpose. To establish landscaping and tree preservation standards to promote high quality site development, compatibility of uses, biodiversity, tree preservation, and to enhance the health, safety and general welfare of the residents of the community. a. Definitions. For the purpose of the Landscaping, Screening and • Tree Preservation Standards, the following definitions shall apply: Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -33 Basic Use Area. Area dedicated to site's use, including buildings, parking, loading, driveways, streets, outbuildings, trash enclosures, utilities, landscaping, and grading necessary for the construction of the above uses. Surface water detention ponds are not part of the basic use area. Biodiversity. The variety, distribution and abundance of living organisms in an ecosystem. Damage. Action or inaction which does not follow good arboriculture practices. Damage may include damage inflicted upon roots by machinery, changing the natural grade above the root system or around the trunk, destruction of the natural shape or any action which causes infection, infestation or decay. DBH. Diameter at breast height, typically measured at 4' -6' above the ground. Detention Area. Area of a detention pond from the normal water level and up the side slopes to 10' offset from the high water level. Disturbance. Any construction, development, removals, earth movement, clearing or other similar activity. Drip Line. Imaginary line on the ground that is extended straight downward from the outermost edge of the canopy. Foundation Landscape Zone. Within 15' of the building. Invasive Species. A plant non - native to the local ecosystem which exhibits, or has the potential to exhibit, uncontrolled growth and invasion or alteration of the natural functions of any native habitat. Large Shrub. Large shrubs have a mature height over 6'. Large Tree. Over story deciduous trees with a mature height of at least 40'. Medium Shrub. Medium shrubs have a mature height of 3' -6'. Medium Tree. Deciduous trees with a mature height over 18' and up to 39'. Removal. Actual removal or effective removal through actions resulting in the death of a tree. Root Protection Zone. A protected area around an existing tree established by offsetting the drip line 5' away from the tree center. Screen. A barrier that hinders sight and, potentially, access. Small Shrub. Small shrubs have a mature height of less than 3'. Small shrubs are interchangeable with perennials, ornamental grasses and groundcovers to fulfill landscape standards. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -34 • • • • • Small Tree. Understory deciduous trees with a mature height of 18' and under. Tree. Any self supporting woody plant, growing up the earth with one trunk of at least 3" dbh, or a multi- stemmed trunk system with a definitely formed crown. Undesirable Tree. Trees that are dead, diseased, structurally weak, invasive or trees that are hazardous to people, infrastructure or buildings. 2. Landscaping Standards. New residential platted subdivisions, mixed use, commercial, institutional and industrial uses shall be subject to the landscaping standards unless specifically excepted. The landscape standards have been divided into five categories: Canopy Cover, Foundation Landscape, Open Areas Landscape, Buffer and Screen, and Boulevard Trees. Projects shall comply with the applicable requirements of all five categories. 3. Canopy Cover Standards. The purpose of this requirement is to mitigate the effects of vehicular hardscape by establishing tree canopy cover to intercept rainfall, protect pavement from sun deterioration, reduce the heat island affect, and improve aesthetics. Vehicular hardscape areas includes loading drives, parking lots, driveways, drop -offs and other areas covered with a hard surface intended for vehicles. Canopy cover requirements do not apply to single family residential development, nor to multi - family residential development without surface parking other than individual unit driveways. a. The required minimum canopy coverage for all uses is 40 %. b. The following equation shall be used to calculate required canopy coverage: Vehicular Hardscape (Square Feet) x Canopy Cover Percent = Required Minimum Canopy Cover (Square Feet) The total of the assigned canopy coverage values for all the trees in or near the vehicular hardscape must be equal or greater than the required minimum. Pervious pavements are considered 50% hardscape. c. The assigned canopy coverage value of each tree is based on planting location, tree size and anticipated tree canopy size 15 years after planting. The assigned canopy cover value to each deciduous tree is described in the following table and illustrations: Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -35 d Canopy Cover Value Planting Location x, (for new trees) s y tea, 4t ri'A � fltllt�'*'et. e�f� >{a '�'k4 •'a' °�',r�a ,` u4 "k r r men ;4 ikr Interior parking lot islands Within Tess than 7' of vehicular hardscape edge 7' -12' from vehicular hardscap e edge Assigned Canopy Coverage Value !M� ud'�I A:y .5 ,i.,.VXIfr t;+9'��S'N.1nj ✓a'F�� r�"tv ffuBF t SS' ,. 100% of the canopy square footage 50% of the canopy square footage 25% of the canopy square footage Large Tree 950 SF (or 1200 SF in islands of 3 or more trees) 600 SF 300 SF Medium Tree 500 SF 250 SF 125 SF Sqi a: r Small Tree 250 SF 125 SF NA Existing Tree: 6 — 12" dbh 1900 SF 950 SF NA Existing Tree: 12 + "dbh 2850 SF 1425 SF NA —'\ I I i I i -Large trees in an island containing i !_� 3 more trees are given add�Gona I 1 --7±-1- -! Trees in interior islands are valued at I �.. �-�- i , � ) CanoPY Value. See �nop�Coverdge ,,• Table: 100 % Canopy d. Existing trees may be used to fulfill canopy coverage, as described in Section 3.Subd. 4.Q.8, when the drip line has proximity to the edge of the hardscape; therefore, existing trees do not need to be within less than 7' feet of the vehicular hardscape edge. (l Trees surrounded by hardscape on 3 sides are valued at 100% Canopy. Trees with access to planting soil outside of the island are required to meet soil volume requirements for a shared bed. 4. Foundation Landscape Standards. The purpose of these standards is to soften and enhance building architecture, define access points, add color and seasonal interest, and to blend buildings in with the natural Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -36 • • • environment. Foundation Landscaping Standards do not apply to single family residential development. a. The foundation landscape planting standards are described in the following table: Foundation Landscape Standards Per 100 linear feet (LF) of Building" Location Rear and Side Front and Street Trees and Shrubs 1 large 2 large 3 large 6 large * Rounded to the nearest tenth, with a minimum factor of one. b. Round all calculations to the nearest whole number of plants. c. The required plant materials shall be planted in the foundation landscape zone adjacent to the building face where the requirement applies. The City may allow flexible planting locations where service areas or other constraints make the standards difficult to meet. d. Existing trees may be used to fulfill the Foundation Landscape Standards as described in Section 3 Subd.4.Q.8. e. Smaller landscape materials may be substituted at the following rates: 1 Large Tree = 1.5 Medium or 2 Small Trees 3 Large Shrubs = 5 Medium or 10 Small Shrubs The design of landscaping for ground areas under the building roof overhang must take into account the potential effects of runoff from the roof edge. 5. Open Areas Landscape Standards: The purpose of these standards is to provide general site beautification and high aesthetic quality with a mix of plant materials in open areas. Open areas include disturbed site areas, such as cul de sac islands, boulevard medians, storm water management areas, common areas in multifamily sites that are not for recreation facilities, and disturbed areas that are not located within the foundation landscape zone, vehicular hardscape area or the building footprint. Open Area landscaping standards do not apply to single family residential Tots. Open areas landscaping shall meet the following standards. a. The open areas planting standards are described in the following table: Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -37 Open Areas Landscape Standards * Rounded to the nearest tenth, with a minimum factor of one. b. Round all calculations to the nearest whole number of plants. c. Only land above the normal water level shall be included in the open area calculation for storm water detention areas. Planting shall be located above the normal water level in detention areas. The City may require specific tree species in locations where water levels vary. d. Existing trees may be used to fulfil! Open Areas Landscape Standards as described in Section 3, Subdivision 4.Q.9. e. Smaller landscape materials may be substituted at the following rates: 1 Large Tree = 1.5 Medium or 2 Small Trees 3 Large Shrubs = 5 Medium or 10 Small Shrubs f. Areas that are included in a project- specific natural resource management plan that addresses vegetation are not subject to the open areas landscaping standards. All lot areas not used for off - street parking, off - street loading, sidewalks, driveways, building sites or other requirements shall be landscaped with grass, shrubs, trees or other acceptable vegetation or treatment as required by this chapter prior to issuance of a certificate of occupancy. Exceptions to this requirement are listed in Section 3, Subdivision 4.Q.14. 6. Buffer and Screen Standards: The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. The location of buffers and screens are listed below, while the width of the buffer yard can be found in the respective zoning districts. Buffers and screens shall meet the following standards. g. a. Required screen location, height, and materials are described in the following table: Landscape Screen Location, Height and Materials Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -38 Trees :� -and Shrubs 1 large 3 large Per 2000 SF* * Rounded to the nearest tenth, with a minimum factor of one. b. Round all calculations to the nearest whole number of plants. c. Only land above the normal water level shall be included in the open area calculation for storm water detention areas. Planting shall be located above the normal water level in detention areas. The City may require specific tree species in locations where water levels vary. d. Existing trees may be used to fulfil! Open Areas Landscape Standards as described in Section 3, Subdivision 4.Q.9. e. Smaller landscape materials may be substituted at the following rates: 1 Large Tree = 1.5 Medium or 2 Small Trees 3 Large Shrubs = 5 Medium or 10 Small Shrubs f. Areas that are included in a project- specific natural resource management plan that addresses vegetation are not subject to the open areas landscaping standards. All lot areas not used for off - street parking, off - street loading, sidewalks, driveways, building sites or other requirements shall be landscaped with grass, shrubs, trees or other acceptable vegetation or treatment as required by this chapter prior to issuance of a certificate of occupancy. Exceptions to this requirement are listed in Section 3, Subdivision 4.Q.14. 6. Buffer and Screen Standards: The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. The location of buffers and screens are listed below, while the width of the buffer yard can be found in the respective zoning districts. Buffers and screens shall meet the following standards. g. a. Required screen location, height, and materials are described in the following table: Landscape Screen Location, Height and Materials Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -38 • • • Location Required Screen Height Required Screen Materials Between a parking lot and public right of way or sidewalk 30 inches • Year round continuous planting screen in accordance with paragraph 6.b. Or • A combination of berm and year round continuous screen in accordance with paragraph 6.b. Between residential uses and arterial or collector road 6 feet • Year round continuous planting screen in accordance with6.b. Or • Wall or fence and plantings shall provide shrub cover for 50% of the wall or fence on the exterior side Or • A combination of berm and year round continuous screen in accordance with paragraph 6.b. Between any development and adjacent, Tess intense, residential land uses (this includes across a street from residential) Between loading /service area and public view Outdoor Storage Yards 8 feet • A wall or fence of permanent materials and planting shall provide shrub cover for 50% of the wall or fence on the exterior side. At its discretion, the City Council may approve a modification or waiver from these standards where the affected property line adjoins another industrial •ro•ert . b. All continuous year round planting screens shall require at a minimum a double row of plants with triangulated spacing. See illustration. Planting plans shall include species which are sized to appropriately screen Lino Lakes Zoning Ordinance Amended Updated August 2012 3 -39 General Provisions visibility within five years of planting. Small shrubs shall be a planted at a maximum interval of 3' on center; medium shrubs shall be planted at a maximum interval of 4' on center; and large shrubs shall be planted at a maximum interval of 6' on center unless; otherwise authorized by the City. c. A wall or fence intended to provide a continuous year round screen shall block visibility completely. d. In addition to the shrub cover required in the table above, all screens shall be planted with large trees every 50 LF, medium trees every 35 LF, or small trees every 25 LF or some combination thereof, along the length of the screen. e. Existing vegetative screens should be left in place unless composed of invasive species or otherwise directed by the City. Existing screens may be enhanced with new plantings to comply with the standards. f. Berms shall be irrigated, have maximum side slopes of 3:1, and have no Tess than four (4) inches of topsoil. g. Permanent walls and fences shall be offset by a minimum of 2' at intervals of 75' maximum length for stability and visual relief. See illustration. h. Approved permanent wall /fence materials shall include wood, metal, masonry, concrete stone, or other prefabricated and /or sustainable materials. Non- decorative concrete block is prohibited for screening walls: rock face block or other decorative material is required for masonry walls. Chain link fences with slats are prohibited for screening walls. i. Maintenance of the required buffer strip planting and /or fence shall be the responsibility of the individual property owners or, if applicable, the homeowners association. 7 Boulevard Tree Standards: a. Boulevard trees are required at the rate of one tree per 70 linear feet of road frontage where property fronts any public road. The City shall collect a standard fee per tree based on the estimated market rate cost to purchase and install trees within the development site. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3-40 • • Existing trees may be used to fulfill boulevard tree standards at the City's discretion. 8. General Landscaping Standards: a. Desirable existing trees may be used to fulfill Canopy Cover, Foundation Landscape and Open Areas Landscape standards if applicable by placement. Desirable existing trees are valued according to the following table: Existing Tree Value Tree Size deciduous trees under 6" DBH or evergreen trees under 12' tall deciduous trees deciduous between 6"- trees over 12 "DBHor 12 "DBHor`! evergreen evergreen trees trees over 20' between tail. 12' -20' tall Tree Value 1 large tree 2 large trees 3 large trees b. Plantings may be grouped if part of an approved landscape plan. c. Standards may be met with different sizes of trees and shrubs. d. New trees may fulfill Canopy Coverage, Foundation Landscape and Landscape Screen standards simultaneously if applicable by placement. e. An existing tree is considered to be removed if the tree trunk is damaged or if more than 30% of the drip line area is disturbed during the construction process. f. The City may allow flexibility in landscape standards if there are conflicts with solar power, wind power, water harvesting, food production or other innovative measures proposed for the site. The landscape plan shall be compared to all applicable CPTED (Crime Prevention Through Environmental Design) standards and reviewed by the police department. h. Trees and shrubs shall not be planted in the right of way without City authorization and shall not be planted in easements without authorization from the holder of the easement. g. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3-41 Turf slopes in excess of three to one (3:1) are prohibited. 9. Tree Preservation and Mitigation Standards: The purpose of these standards is to protect valuable trees and stands of vegetation, while not interfering with landowners' reasonable use and development of property. The goal is to minimize unnecessary Toss of habitat, biodiversity and forest resources and to replace removed trees in areas where tree cover is most critical. Unless specifically excepted, tree preservation and mitigation standards apply to all plats, site plans, conditional use permits, interim use permits, grading, building, and other activity that requires a city permit or approval. a. Tree preservation and mitigation standards are described in the following table: b. Tree Preservation and Mitigation Standards Environmentally Sensitive.Area (ESA) Category Tree Location within Basic Use Area ree Location: not within Basic Use Area deciduous trees 6" dbh and over or evergreen trees between 12' -20' tall deciduous trees 6 -12" dbh or evergreen trees between 12' -20' tall deciduous trees over 12" dbh or evergreen trees over 20' tall Non -ESA no mitigation required provide one tree per tree removed provide two trees per tree removed - Natural Resource Conservation Area or Natural Resource Corridor Enhancement Area provide one tree per four trees removed provide two trees per tree removed provide three trees peT tree removed Natural Resource Protected Area provide one tree per two trees removed provide two trees per tree removed provide three trees per tree removed Trees used for mitigation may also fulfill the Open Areas Landscape Standards at the discretion of the City. Lino Lakes Zoning Ordinance Amended Updated August 2012 3-42 General Provisions • • • • • c. Trees with thirty percent (30 %) of the roots damaged are considered to be removed and must be mitigated for at the applicable rates. d. Undesirable trees are not subject to the Tree Preservation and Mitigation Standards. e. On existing Tots with existing buildings where no building or development activity that requires a permit or approval from the City is occurring, the removal of trees is not subject to tree preservation and mitigation standards. f. Replacement trees shall be planted on site. g. The applicant may request to pay a fee per tree in lieu of some or all of the trees required for mitigation. At the City's discretion, the City may accept the fee for planting trees within the general area of the development project. The City shall maintain a standard fee per tree based on the estimated market rate cost to purchase and install trees. 10. Landscaping Guidelines and Technical Specifications: The selection, installation and maintenance of all planting materials shall be in accordance with the City's Landscaping Guidelines and Technical Specifications Manual. 11. Tree Survey: a. A tree survey is required for all property that contains a deciduous tree greater than 6' dbh or an evergreen tree greater than 12' tall. b. The tree survey shall be the basis for the tree preservation plan, tree mitigation standards, and the use of existing trees to fulfill landscape standards. c. The tree survey shall provide the following information: 1) In the basic use area and other areas-where tree removal is proposed, for all deciduous trees over 6" dbh and all evergreen trees greater than 12' tall: a) tree species b) size c) location d) drip line e) tree condition 2) the location of the combined drip lines of all tree stands designated for preservation on the development property Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -43 3) on adjacent properties, the drip line of deciduous trees over 6" dbh and evergreen trees greater than 12' tall where the drip line is within 5' of the development property. d. For a new plat or new Planned Unit Development, the tree survey shall be one plan sheet and the tree preservation plan shall be a separate plan sheet. e. For a building permit for a new structure on an existing lot, the tree survey and preservation information may be included on the lot survey typically required for a building permit instead of on a separate document. For a building permit for an addition to an existing structure, the tree survey information may be provided in an informal medium that sufficiently conveys the information. f At the City's discretion, the tree survey requirement may be waived under the following circumstances: 1) Deciduous trees greater than 6" dbh or evergreen trees greater than 12' tall will not be removed and are not likely to be impacted by construction. 2) Deciduous trees greater than 6" dbh or evergreen trees greater than 12' tall will only be removed within the basic use area and the basic use area is not an ESA. 12. Tree Preservation Plan: a. A tree preservation plan shall be required for all soil disturbance activities where Tree Preservation and Mitigation Standards apply. A tree preservation plan shows how the Tree Preservation and Mitigation Standards will be met and how preserved trees will be protected during construction and other potentially harmful activities. b. The tree preservation plan shall be based on the tree survey. c. If a tree survey shows that no desirable deciduous trees over 6" dbh or evergreen trees greater than 12' in height on the development property or adjacent properties are near the construction area, the City may waive the tree preservation plan requirement. d. A tree plan shall identify: 1) The basic use area. 2) The disturbance area. 3) Tree size (dbh), species, condition, location, and root protection zone (5' out from the drip line) for all deciduous trees over 6" dbh or evergreen trees greater than 12' tall to be preserved, or; Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3-44 • • • The combined root protection zone of all stands of trees designated for preservation, whichever is applicable. 4) Location and type of tree protection fence. 5) Staging areas. 6) Temporary construction access routes when temporary site access is necessary within root protection zone of any tree or tree stand designated for preservation. a) Temporary access shall be routed in a manner that is least disruptive to the tree or tree stand per the approval of the City Forester.. b) Temporary access roads shall not exceed twenty -five (25) feet in width and shall be delineated by snow fencing or safety fencing. c) An eight (8) inch deep cover of wood chip mulch shall be placed over the temporary access road to cushion the root protection zones from compaction. 7) Concrete washout areas. 8) Existing and proposed grading. 9) The plan shall show directional felling and trenching to separate root systems prior to bulldozing trees or stumps if necessary to avoid damage to adjacent trees. 10) Coordination of utility planning so that utilities are installed in a manner that protects trees intended to be saved. a) Trees to be preserved shall be tagged in the field and keyed to the tree preservation plan. The City may inspect the trees to verify compliance with the preservation plan at any time during construction. b) If a natural resource management plan has been approved for the site, the tree preservation plan shall be in accordance with said plan. c) See City Code Chapter 1011, Stormwater and Erosion and Sediment Control, for other construction related requirements. e. The following shall occur prior to soil disturbance: 1) The tree preservation plan shall be approved by the City. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -45 2) Fencing and all tree protection measures shall be installed and inspected by the City. 3) Erosion control measures shall be installed and inspected by the City. 4) All required financial securities have been submitted. 5) Any required development agreement has been approved. 13. Tree Preservation during Construction: Trees that are to be preserved must be protected by the following methods unless otherwise approved by the City. a. Tree protection fencing shall be installed and maintained 5' out from the identified drip line of the trees (Root Protection Zone) prior to soil disturbance. Fencing shall be a minimum of 4' high and of a highly visible material, such as snow fence or polyethylene laminar safety netting, and must be standing throughout the construction process. Cut roots with clean, pruning cuts at the fence line prior to fence installation to avoid later tearing of the roots. Signage shall be installed to instruct workers to stay out of the Root Protection Zone. b. Areas where development must encroach upon the root protection zone must be identified on the tree preservation plan in which case the fencing shall be installed at that edge. c. No actions that may harm the health of the tree, including but not limited to construction, traffic, compaction, storage of equipment or materials including soil, grading, or concrete washout areas may occur in the Root Protection Zone. d. Trees damaged by construction, or with more than thirty percent of the roots disturbed, shall be counted as removed and mitigated at applicable rates. e. Tree protection measures shall remain in place until all grading and construction activity is terminated. 14. Final Inspection: Prior to the issuance of a certificate of occupancy, the project developer, builder, or representative shall certify in writing to the City that all elements of the tree preservation plan and landscaping plan were completed. These must be confirmed by the City. However, the City may issue a certificate of occupancy prior to completion of landscaping in the following situations: Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3-46 • • • a. If winter weather will prevent healthy planting practices, a security shall be posted to ensure the remaining planting is accomplished and all planting must be installed by the fifteenth of June the following spring. b. A certificate of occupancy may be issued by the City on residential lots prior to lawn seeding or sod, provided an escrow security is submitted sufficient to ensure that the work will be completed and the date of completion is specified. 15. Non- Compliance: If the City finds that the property is not in compliance with the approved landscaping plan or tree preservation plan, it shall inform the property owner or, if applicable, the homeowners association, regarding the non - compliance and describe, in writing, the steps needed to bring the property into compliance within a reasonable timeframe, not to exceed sixty (60) calendar days. 16. Performance Security: The City may require performance security to ensure conformance with the requirements of this chapter. a. The performance security shall extend for two (2) years from the date of planting. The form of the security (cash, letter of credit, or other form) shall be determined by the City. b. If after notification of non - compliance the property owner or, if applicable, the homeowners association fails to achieve the compliance within sixty (60) calendar days, the City may exercise its authority to use the performance security to address compliance. R. Fences and Walls. Fences and walls shall be permitted in all required yards subject to the following: 1. Permit Required. It is unlawful for any person hereafter to construct or cause to be constructed or erected within the platted areas of the City, any fence or wall without first making an application for and securing a permit. 2. Certificate of Survey. An application for a fence or wall permit shall be accompanied by a current certificate of survey providing exact lot dimensions, the location of existing buildings, structures, and easements on the lot, and the location of the proposed fence. At the discretion of the City, a final plat detail of the lot with the required information shown may suffice if no certificate of survey is available. Applicant shall be required to physically identify the property corners for City inspection. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3-47 3. Location. All fences or walls shall be located entirely within the private property of the person, firm, or corporation constructing or causing the construction of such fence. a. No fence or wall shall be permitted on public rights -of -way. b. Traffic visibility requirements set forth in Section 3, Subd. 3.E.1.c. of this Ordinance shall be satisfactorily met. c. No fence or wall shall obstruct natural drainage. d. Fences or walls may be constructed within public and private utility and drainage easements provided that: 1) No fence or wall shall be located within a drainage or utility easement without written permission of the Zoning Administrator and the filing of an encroachment agreement. 2) Removal of a fence or wall or a portion thereof for the purpose of utilizing the easement shall be at the property owner's expense. 4. Construction and Maintenance. a. Every fence or wall shall be constructed in a professional and substantial manner and of substantial material reasonably suitable for the purpose for which the fence is proposed to be used. The materials and design shall also be compatible with other structures in the area in which the fence or wall is located and shall not cause blight or a negative impact. b. Every fence or wall shall be maintained in a condition of reasonable repair and shall not be allowed to become and remain in a condition of disrepair or danger, or constitute a nuisance, public or private. Any such fence or wall which is or has become dangerous to the public safety, health or welfare is a public nuisance, and the City shall commence proper proceedings for the abatement thereof. c. All posts or similar supporting instruments used in the construction of fences shall be faced inward toward the property being fenced. That side of the fence or wall considered to be the face shall be oriented toward abutting property. d. Fences which are ninety (90) percent open (barb wire, chain link, woven wire, and other similar type fences) which are for the sole Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -48 • • • • • purpose of containing farm animals within a rural zoning district are not subject to the provisions of this Ordinance and do not require a building permit. Chain link fences shall have round steel parts and braces. e. Solid walls and retaining walls (such as masonry construction) in excess of forty -two (42) inches in height shall be prohibited. When utilized, tiered retaining walls shall be separated by a horizontal landing not less than three (3) feet in width. 5. Access. All fences or walls shall be provided with a gate which affords reasonable and convenient access for public safety. 6. Residential District Fences or Walls. All residential district fences or walls shall be placed within the property being fenced. a. Fences or walls may be located in any yard up to a height of four (4) feet. b. Except as prohibited by Subd. 4.R.6.c below, a fence or wall up to six (6) feet high may be erected from a line extended from the front facade of the principal building to the side lot lines, and then along the side lot lines and the rear lot line (see Diagram 6.b). c. Should the rear lot line of a lot be common with the side lot line of an abutting lot, that portion of the rear or side lot equal to the required front yard setback of the abutting lot shall not be fenced or walled to a height of more than four (4) feet. For the purpose of this section, the front and side yards of the abutting lot shall be as defined in this Ordinance rather than as related to the orientation of the house (see Diagram 6.c). d. Residential Fences or Walls Height Exceptions. P 1) Fences for sport courts may be up to twelve (12) feet in height with ten (10) foot setback. 2) Residential boundary line fences or walls may be erected to a height of eight (8) feet along a property line abutting a commercial, industrial, or semi- public use or zoning district. Wire fence other than chain link shall not be permitted as boundary line fences within five (5) feet of the property line in residential zoning districts. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -49 d. Electrical and barb wire fences are prohibited in residential zoning districts. 4' fence allowed street right of way 6' fence allowed t r e e g h a Diagram 6.b. 6' fence allowed 4' fence allowed 1 Diagram 6.e. s t r e e 0 f w a y street right of way i 7. Commercial and Industrial District Fences or Walls. (See Diagram 7 abc) a. A fence or wall not exceeding four (4) feet in height may be erected in any yard. b. A fence or wall not exceeding eight (8) feet in height may be erected parallel to the front lot line from a front corner of a principal building to a side lot line that is not adjacent to a street. c. A fence or wall not exceeding ten (10) feet in height may be erected on a rear lot line or on a side lot line that is not adjacent to Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -50 1 • • a street from a point where the front facade of a principal building would intersect with a side lot line extending to the rear property line. d. Should the rear lot line be common with the side lot line of an abutting lot, that portion of the rear lot line equal to the required front yard setback of the abutting lot shall not be fenced or walled to a height of more than four (4) feet. 10' fence allowed —I street right of way FENCES OR WALLS IN BUSINESS AND INDUSTRIAL ZONES 8' fence allowed 4' fence allowed Diagram 7 abc e. Within commercial and industrial and public /semi- public zoning districts, barbed wire may be attached to the tops of fences or walls with the following conditions: 1) Fences or walls must be a minimum of eight (8) feet in height exclusive of the security arm. 2) The security arm must be angled in such a manner that it extends only over the property of the permit holder. Wire security fencing shall not be permitted within the required front yard or along a property line abutting a residential use. 8. Public and Semi - Public District Fences or Walls. Fences or walls in the public and semi - public districts may be erected in any yard to a height of eight (8) feet. Barbed wire fences used for security purposes may be permitted in the public and semi- public zoning district per Section 3, Subd. 4.R.7.e of this Ordinance. Lino Lakes Zoning Ordinance Amended General Provisions Updated August 2012 3 -51 Permit Application Number: Permit Applicant Name: 12 -078 Bill's Suprette Applicant: Grant Rademacher Bill's Suprette and G -Will Liquors 14021 Road Lake Blvd Andover, MN 55304 Ph: 763- 536 -9600 grantr @rademacherco.com Project Name: Purpose: Site Size: Location: T -R -S: District Rule: Consultant: Michael Brandt MFRA 14800 28th Avenue N. Plymouth, MN 55447 Ph: 763 - 476 -6010 Fx: 763- 476 -8532 mbrandt @mfra.com John Patterson Fender Patterson Construction, Inc. 4839 West 124th Street Savage, MN 55378 Ph: 952 - 890 -4364 Fx: 952 - 890 -2916 jpatterson@fendlerpatterson.com Bill's Suprette FSD — Final Site Drainage; A commercial development of a gas station and liquor store Site size and disturbed area is 4.65± acres; 0± acres existing, 3.04± acres proposed impervious surface Lake Drive and Main Street, Lino Lakes SW 'A, Section 4, T31 N, R22W C, D, RMP -3 Recommendations: INCOMPLETE This application does not include all items necessary to ensure the proper sizing and placement of facilities: (Note: bolded items are required to be a complete application, remaining items may be submitted following the determination of permit completeness) Rule C - Stormwater 1. Applicant must meet the storm water requirements for RMP -3, which requires an additional 0.5 -inch (8,258 cubic feet) of volume reduction via one of the specific methods listed in the table in RMP -3 Section 8(c). The applicant must address this requirement. 2. Applicant must resubmit the existing and proposed conditions hydrologic models (2 -year, 100 -year rainfall, 10 -day snowmelt) addressing comments below: Per Rule C.3(a), composite Curve Numbers shall not include directly connected impervious surfaces. • Per Rule C.3(b), in determining Curve Numbers to model runoff in the post - development condition, the Hydrologic Soil Group (HSG) of areas within construction limits is to be shifted down one classification (or 1/2 classification for HSG A (to CN 49)) to account for the impacts of grading on soil structure unless Houston Engineering Inc. Page 1 of 5 10/9/2012 RCWD Permit Number 12 -078 the project specifications incorporate soil amendments in accordance with District Soil Amendment Guidelines. • Verify pipe size on CB7P in HydroCAD model matches plan. (Assuming the Pond node refers to CB -104, the model shows a 12 -inch pipe while the pipe shown on the plans is 15- inches.) • Provide an explanation why the surface area for elevation 910.00 on IP2 is larger than the subsequent elevations or fix as necessary. • Under existing conditions, the storage in the low area of Drainage Area 3 should be taken into account. • The drainage maps and hydraulic analysis must analyze the specific key points where run -off leaves the site. • Resubmit the proposed conditions map with legible drainage areas. 3. Per Rule C.6, stormwater runoff rates for the proposed project at the site boundary, in aggregate, must not exceed existing runoff rates for the critical two -year and 100 -year (both rainfall and snowmelt) frequency events. Any increase in a critical event rate at a specific point of discharge from the site must be limited and cause no adverse downgradient impact. Applicant must address hydrologic comments above show compliance with Rule C.6. 4. Applicant must address pre- treatment to prevent hydrocarbons from infiltrating in the pre- treatment area. 5. Per Rule C.10(m), complete the District worksheet explaining better site design techniques that were evaluated during project design, the results of the evaluation of each and, for any techniques deemed infeasible, the reasoning for the determination. 6. Per Rule C.4(c), the proposed project must not adversely affect water level off the site during or after construction. Specifically, the applicant must show that the overflow of infiltration Basin 1 will not adversely impact the infiltration basin currently under construction in the CSAH 14 right- off -way. Further, the applicant needs to analyze the effect of the project on the water levels in the ditch on the north side of CSAH 14 and ensure that there will be no adverse impacts to the road or adjoining properties. 7. Per Rule C.1 -0(d), the applicant must submit soil borings at the location of the infiltration features to establish the feasibility of infiltration, including showing 3 -foot of separation from the seasonal groundwater. Additionally, soil borings showing a field classification of SM must undergo additional sieve and hydrometer analysis per District Design Infiltration Rate Guidance Worksheet, or conduct an in situ test, such as a double- ringed infiltrometer to measure the actual rate. Ultimately the basins must draw down within 48 -hour following the storm event. Rule D — Erosion and Sediment Control 8. Submit the following information per Rule D.4: (c) Name, address and phone number of party responsible for maintenance of all erosion and sediment control measures. (g) Provide documentation that an NPDES Permit has been applied for and submitted to the Minnesota Pollution Control Agency (MPCA). Houston Engineering Inc Page 2 of 5 10/9/2012 • • • • • • RCWD Permit Number 12 -078 Adm inistrative 9. Applicant must submit a permit application signed by the property owner, or a letter from the property owner designating the applicant as an agent. 10. Send one final, signed full sized plan set to the District, and e -mail a pdf copy to both the District and the District Engineer. 11. If required by the City of Lino Lakes, the applicant must submit a draft legal document providing satisfactory form and description granting ponding and flowage easements over all onsite ponds, wetlands, and other hydrologic features. 12. The applicant must record a Declaration for Maintenance of Stormwater Management Facilities acceptable to District staff for proposed onsite stormwater management features. The appiicant must submit a draft for review prior to recordation. 13. The applicant must submit a copy of receipt from County Recorder and signed /notarized legal document(s). 14. The applicant must submit the appropriate cash surety amount of $1,500 along with an original executed escrow agreement acceptable to the District. If the applicant desires an original copy for their records, then two original signed escrow agreements should be submitted. Stipulations: The permit will be issued with the following stipulations as conditions of the permit. By accepting the permit, applicant agrees to these stipulations 1. An as -built survey of all stormwater BMPs (ponds, rain gardens, trenches, swales, etc.) is to be submitted to the District for verification of compliance with the approved plans before return of the surety. Exhibits: 1. Plan set containing Revision A sheets C1.01, C2.01, C2.02, C3.01, C4.01, C5.01- C5.03, C6.01, C7.01- C7.03, C9.01, C9.02, L1.01, and L1.02, dated 9 -20 -2012 and received 9 -21 -2012. 2. Permit application, dated 9 -11 -2012 and received 9 -12 -2012. 3. Permit application checklist, no date, received 9 -21 -2012. 4. Stormwater management report, dated 9-20 -2012 and received 9 -21 -2012. 5. SWPP Plan, dated September 2012 and received 09 -21 -2012. Findings: 1. Description — The project is classified as a new development of a 3.65± acre vacant lot (0± acres impervious surface), located in the northeast quadrant of CSAH 14 and CSAH 23 in Lino Lakes. The project proposes to construct a gas station and liquor store and associated parking, which will add 3.04± acres of impervious surface. The majority of the discharge to the CSAH 14 right - of -way and then east and enters a private drainage system and eventually enters George Watch Lake. The applicant has submitted a $3,500 application fee, which corresponds to 2.5 -5 acres of new impervious surface. 2. Stormwater — The proposed project is located within the RMP -3 Rule area. Thus RMP -3 Section 8 replaces Rule C.5 for water quality and volume control. Houston Engineering Inc Page 3 of 5 10/9/2012 RCWD Permit Number 12 -078 RMP -3 The water quality component of RMP -3 has two components. The first requirement is to retain the volume of run -off from the 2.3 -inch 24 -hour storm. The applicant is proposing 2 infiltration basins as described below: Proposed Descri Lion oeat(on � z Pret eatme ,� Volume provided Infiltration basin #1 Western property line, north of basin #2 Pre - treatment cell 3,149 c.f. Infiltration basin #2 Southwest corner of the property Pre - treatment cell 32,000± c.f. The basins were sized to retain and treat the 2.8 -inch event via infiltration, which is adequate to meet the first requirement, provided that applicant submits soil borings and demonstrates compliance with the Rules per discussion in the ensuing paragraph. The applicant must submit soil borings at the location of the infiltration features to establish the feasibility of infiltration, including showing 3 -foot of separation from the seasonal groundwater. Additionally, soil borings showing a field classification of SM must undergo additional sieve and hydrometer analysis per District Design Infiltration Rate Guidance Worksheet. Ultimately the basin must draw down within 48 -hour following the storm event. The site is not located in a DWSMA or wellhead protection area; however applicant must address pre- treatment to prevent hydrocarbons from infiltrating in the pre- treatment area. For the second component, the applicant must treat an additional 0.5 -inch (5,518 cubic feet) of volume via one of the volume reduction methods listed in the table in RMP -2 Section 8(c). The applicant must address this requirement. Rule C.6 Rate control The issues listed under Recommendation 2 above must be addressed to show compliance. if rate is increased at a key point, then it must be iimited and cause no adverse downgradient impact. Other Rules Generally the project appears to comply with the remaining storrrrwater rules, however applicant must verify after reviewing soil borings and any redesign of the site. 3. Wetlands — There are no wetlands located within the project area. 4. Floodplain — The site is not in a regulatory floodplairr. 5. Erosion Control — Proposed erosion control methods include silt fence, rock construction entrances, inlet protection, bio -rolls and rip rap. An NPDES permit is required for the project. A SWPP Plan has been submitted for the project. The information listed under the Erosion and Sedimentation Control Recommendations needs to be submitted. Otherwise, the project complies with RCWD Rule D requirements. 6. Documenting Easements and Maintenance Obligations — Applicant needs to provide drainage and flowage easements (if required by the City), draft maintenance declaration, and receipt showing recordation once approved. Houston Engineering Inc Page 4 of 5 10/9/2012 • • • RCWD Permit Number 12 -078 7. Previous Permit Information — Permit 12 -040 involves the intersection work at CSAH 14 and CSAH 23. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the state of Minnesota. 10 - Greg Bowles Katherine MacDonald MN Reg. No 41929 MN Reg. No 44590 Houston Engineering Inc Page 5 of 5 10/9/2012 • // 1Q.D(TYP, 4' 4" 10 LIQUOR STORE 13,362 SF FFE= 917.60 4' 29.0 - z T - A a J i ® a: X 30.0 it-4 -'' 20.0 .f' .f' 20.0 4 I 10 FTTRAIL / / / r I PROPOSED LOT PLIT 22.5TYP. f— 67.3 29.0 -' 73.E "7-.121 •r:GAS PUMP p CANOPY , 30.0. GAS STATION 8,087 SF A FFE= 915.90 300i'. L'31.0 -' 112.0 O ER LINE EASEMENT Vs' "13.0 g 10 F1TRAIL EASEMENT —/ 15 FT PARKING CK MAIN STREET \ NORTH 0 40 80 SCALE IN FEET LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW 00000=000 AAA,. T • STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING DEVELOPMENT SUMMARY PARKING ANALYSIS CITY CODE REQUIRED = (1/200 SF) BILLS - 8,087 = G -WILL - 13,362 = TOTAL REQUIRED PROVIDED BILLS = G -WILL= TOTAL PROVIDED 40 STALLS 67 STALLS 107 STALLS 49 STALLS 53 STALLS 102 STALLS PROOF OF PARKING = 20 STALLS BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD (INTERIOR) SIDE YARD (STREET) ZONING EXISTING ZONING PROPOSED ZONING GREEN SPACE TOTAL AREA PERCENT GREEN SPACE REQUIRED PERCENT GREEN SPACE 40 FEET FROM R.O.W. 30 FEET 10 FEET 15 FEET 10 FEET 10 FEET 15 FEET GB - GENERAL BUSINESS DISTRICT GB - GENERAL BUSINESS DISTRICT 61,370 SF 202,635 SF 25% 30% = DEVELOPMENT NOTES A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 10' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF UGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBEP.S, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON'SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (120), EXCEPTAT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1,48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (L48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE'S -A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN-GRADIENT. 1. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. L DRAINAGE AND UTIm EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS KEY NOTES A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR DETAILS) B. B -612 CONCRETE CURB AND GUTTER (SEE DETAIL C9.02) C. INTEGRAL SIDEWALK (SEE DETAIL C9.02) D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.02) E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) F. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) G. TRASH COMPACTOR (SEE ARCHITECTURAL PLAN FOR DETAILS) H. LOADING DOCK (SEE ARCHITECTURAL PLAN FOR DETAILS) 1. PEDESTRIAN CURB RAMP (SEE DETAIL C9.01) 1. 5' CURB CUT (SEE DETAIL C9.02) K. FUEL PUMP (SEE ARCHITECTURAL PLAN FOR DETAILS) L PROPANE STORAGE CAGE (SEE ARCHITECTURAL PLAN FOR DETAILS) M. UNDERGROUND FUEL STORAGE TANKS (SEE ARCHITECTURAL PLAN FOR DETAILS) N. EQUIPMENT PAD (SEE ARCHITECTURAL PLAN FOR DETAILS) 0. CONCRETE PIPE BOLLARD P. CONCRETE SIDEWALK (5" CONCRETE, 4" CL 5) 0. VACUUM (SEE ARCHITECTURAL PLAN FOR DETAILS) Wrfra en01nee1n0suweying planning energy 14600 2861 Ave N, Ste 140 Plymouth, Minnesota 55447 1763) 476.6010 581890006 17631 476.8532 130660115 www.mtra.com Client Fendler Patterson ■ ■ . CONSTRUCTION Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this plan, specific at report was prepared by me or under dy!ot supervision and that i am a duly li professional ENGINEER under of Minnesota. the State 2661 Date: 09/07/2012 -contact us fora wet signed copy of this available upon request at MFRA, Inc., MN office Summary Designed: MCB Drawn:ABS Approved: MCB Book / Page: 727/55 Phase: mum Initial ssue: 09 /07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 SEG WATERSHED COMMENTS B 10/15/12 OA CITY COMMENTS Sheet Title SITE PLAN Sheet No. Revision 03.01 B Project No. FEN19355 • • • TP 16.20 915 ... .... 14 -. -/ �0 .X 916 / X Ybolb�� 15.90 TP 17.74 918 8.0 TC 18.24 TP 17.7 9I) TC/TP 17.50 ' -X, 2YP 17.35.- -' 7.40 17.530 f /LTC 17.00 .. ., y 922 260 1117.60 1750 TP 17.2 .17.60 17.45 4. 16.60 TC/TP 17.50 1P 16.:7 TP 16.46 976 LIQUOR STORE 13,362 SF FFE =917.60. 7.60 7P 15.6 9 X IS. 7 TC /TIP 7.6 79 16.5 20 20 48 TP 15.99 .00 15.11 ':,.14. BQ. 915 44_- 15.7• .15.20 ,14.69 0 ' 7F',t145 1 •.20 10.4 590 15.90 d 2 NR 466218 BAIN xFrtwlmata 1 2 n Yle No TR -NTLF5 to DAT won a.lo _ t] PiJb1P OPY 5.35' 15.70 GAS STATION 15.90 8,087 SF "FFE=.915.90 5.35 Y 15.70 15.90 3. 13.78 14.41 WA CERIM®llllllll 5111lip 933 .914_ -__ 44 _._'_ 10.8 10.8 913 7 2 13 912 5 911 MAIN STREET LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER STORM SEWER DR4161110 BUILDING RETAINING WALL WETLAND LIMITS TREEUNE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS �- ►► _I 4!~ DD xx- 9625 XX%J( �.�. 962.5 X NORTH 0 4D 80 SCALE IN FEET GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. WATER CONTRACTOR SHALL REVIEW CAVEMEN GRADIENT AND SHALL CONSTRUCT CONSTRUCTED T UTTER AS "GUTTER WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED A$'GIITTER `I IN' CURB. C ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 %(020), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08 6(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.086 (1:481. THE CONTRACTOR SHALL - REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A P.-TOLERANCES DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. 0. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN UNITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN MIMED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SMALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 0. THE CONTRACTOR I5 CAUTIONED THAT THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS A UOLDY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDEUNES OF CI /ASCE 36-02101100 STANDARD 001091INES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA'. THE CONTRACTOR ANTI/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1- 80/252. 11661. THE CONTRACTOR AND /OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE -FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 1- THE COMMERCIAL BUILDING 5UBGRA0E FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT 15 MADE. 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT I5 MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. R SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES R. AFTER THE SITE GRADING I5 COMPLETED, IFEXCESS OR SHORTAGE OF SOIL MATERIAL DOTS, �+.. WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE STEW AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT RATABLE MATERIAL TO THE SITE E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NE CESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HEN SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WMH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB 5TR, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT WILL APPLY 7. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN ME SITE, HE OR SHE SHALL CONTINUOUSLY ENGINEER OR DEVELOPER BE TO CONDUCT CT CONS UCTION HVIW.011981ONTRAC NOTIFY THE ENGINEER WITH THE LOCATION, S0E, INVERT AND IF THE TILE LINE IS ACTIVE. NO PERFORM N THE NOT INTENDED[ON INCLUDE REVIEW NSmUCTF THE ADEQUACY AFY O CONTRACTOR'S ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL PERFORMANCE ONT R CT R'S IS NET IMEASU 0S I , ON OR N THE C THE 085TIO CY OF THE FROM THE PROJECT ENGINEER. CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE 5T E GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS 061 EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER ALL SOIL TESTING SHALL BE COMPLETED BYT)* OWNERS SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER A GEOTECHNICAL ENGINEERING 501L5 REPORT HAS BEEN COMPLETED BY: COMPANY: TBD ADDRESS: PHONE: DATED: THE-CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR STALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. I. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE _STREET AND PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL. BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER THESOILS ENGINEER-SHALL DETERMINE WHICH SECTIONS OF THE STREET -OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS ATEST ROLL REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER- K. THE TREE AND OTHER NATURALVEGETAT: ON WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'SOPERATIONS_HE WILL BE 905886010 PROTECFTHE TREE WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT LS \ NOT NEEDLESSLY OPERATED UNDER NEARBY TREE AND SHALL EXERCISE EXTREME CAUTION • INWORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES'PRIOR TITHE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANYYIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CURS SHALL RE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE NO TREE SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. L THE TREE AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROTECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA HE WILL BE REQUIRED TO PROTECT THE TREE WHICH ARE TO BE SAVED TO 8E SURE THAT THE EQUIPMENT 5 NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT. HE SHALL OBTAIN THE SERVICE OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN UMOS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED W RHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION 20NE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTINIDES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY 'WASHOUT OR OTHER TOXIC MATERIAL THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPIUNG WILL BE IN AN AREA DETERMINED 09.51TE BY THE ENGINEER. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENDING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN R. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE N. EXCAVATE TOPSOIL FROM AREAS TO RE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADIN6 ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF B TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. R6PREAD TOPSOIL IN AREAS WHERE TURF B TO BE ESTABLISHED TO A MINIMUM DEPTH OF 41NCHES. U. INFILTRATION BASIN CONSTRUCTION REQUIREMENTS: (INCLUDES ALL DEVICES USING FILTRATION THROUGH A SOIL MEDIUM TO CAPTURE STORM WATER RUNOFF BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, BIOFILTRATION BASINS, RAINWATER GARDENS, SAND FILTERS, ORGANIC FILTERS, BIORETENTION AREAS, ENHANCED SWALES, DRY STORAGE PONDS WITH UNDERDRAIN DISCHARGE, AND NATURAL DEPRESSIONS (IF USED TO PROVIDE STORMWATER TREATMENT OF NEW IMPERIOUS SURFACE)) a. THE INFILTRATION BASIN SHALL BE EXCAVATED TO NO LOWER THAN 2.0 FOOT ABOVE FINISHED GRADE DURING CONSTRUCTION WITH THE EXCEPTION OF INSTALLING THE INLET FLARED END SECTION (IF APPLICABLE). ONCE STREET AND UTILITY 104451 RUCTION CEASES AND 'FINAL STABUZATION" 1AS DEFINED ACCORDING TO 1414R1000001 CONSTRUCTION STORM WATER PERMIT SECTION M.G(OF CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED. AND ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES THE CONTRACTOR TO PROCEED, INFILTRATION BASIN SHALL BE EXCAVATED TO FINISHED GRADE. b. HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA DLCAVATION WITHIN THE INFILTRATION BASIN SHALL BE PERFORMED BY-USE OF A 840090E BUCKET WITH TEETH. THE CONTRACTOR SHALL DISC ORTILL THE SOILS IF REQUIRED BY THE 501E ENGINEER. c. INFILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING CONSTRUCTION-OF CUTE GRADING, UTILITIES AND STREETS. ALL DEPOSITED SEDIMENT DURING Lunn RUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF POSSIBLE. d. ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL PROTECTION IN PLACE UNTIL FINAL STABIUZATION BASIN HAT OCCURRED. e. ABOVE THE INFILTRATION BASIN OUTLET ELEVATION, INCLUDING-THE BERM AND DISTURBED AREAS, A MINIMUM 01 -4" DEPTH OF TOPSOIL MATERIAL SHALL BE PLACED-TO THE FINISHED GRADE ELEVATION. TOPSOIL SHALL MEET (MN/DOT) SPECIFICATION. THE AREA SHALL BE SEEDED WITH (MN /DOT)SEED MIXTURE 260 (COMMERCIAL TURF). APPLIED AT A RATE OF 103 LBS/ACRE. OR (619 /001) SEED MIXTURE 350 (NATIVE GENERAL ROADSIDE) APPUED AT A RATE OF 80105 /ACRE. 50D MEETING (MN/DOT) SPECIFICATION 3878.2 -B CAN BE SUBSTITUTED FOR SEED. SEED APPLICATION PROCEDURE: MIXTURE APPUCATION PROCEDURE SHALL FOLLOW (MN /DOT) SPECIFICATION 25753. SEED SHALL BE SECURED BY USE OF ( MN /DOT) SPECIFICATION 3885 CATEGORY 1 EROSION BLANKET. ABSENT A SOIL TEST, FERTIUZER MEETING ANALYSIS 22 -540 (NPK) 80% W.I.N. SHALL BE APPLIED AT A RATE OF 350 LBS /ACRE FOR SEED MIXTURE 260, OR FERTMZER WITH AN ANALYSIS OF 18-1 -8 (NPK) (FOR 10AM5, CLAY LOAM SOIL), OR 17 -10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER) NATURAL BASE SHALL BE APPLIED AT A RATE OF 150 LBS /ACRE FOR SEED MIXTURE 350. f. BELOW THE INFILTRATION BASIN OUTLET, INCLUDING BASIN FLOOR, PLACE PLANTING MEDIUM SOIL BASED ON • 5TTE SOIL CONDITIONS, AND ALSO BASED ON LANDSCAPE ARCHITECT, WATERSHED, AND /OR CRY RECOMMENDATIONS (SEE DETAIL ON PLAN). DISTURBED AREAS TO RESEEDED WITH (MN/DOT) SEED MIXTURE 310 NATIVE WET TALL APPLED AT A RATE OF 80 LB$ /ACRE. 064160LE INSTALLATION (IF REQUIRE0) SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION. NOTE. INFILTRATION BASIN FLOOR EXCAVATING, PLANTING MEDIUM 501L PLACEMENT, D091611 E INSTALLATION, ETC. SHALL TAKE PLACE ONLY AFTER THE OWNERS ENGINEER A111908ZE5 THE CONTRACTOR TO PROCEED AFTER INFILTRATION BASIN 5105510905 (ABOVE OUTLET ELEVATION) HAVE UNDERGONE 'FINAL STABILIZATION" WHICH INQUDE5 FLUSHING OUT ACCUMULATED SILT AND SEDIMENT FROM CONTRIBUTING STORM SEWER. EXCAVATED BASIN MATERIAL SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA IF POSSIBLE, OR OFF-SITE. SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN /DOT) SPECIFICATION 25753. SEED SHALL BE SECURED BY USE OF HYDRO MULCH, OR SECURED BY (6414/001) SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER WITH AN ANALYSIS OF 18 -14 )NP() (FOR LOOMS, CLAY LOAM SOIL), OR 12 -10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER), NATURAL BASE SHALL BE APPLIED AT A RATE OF 120 LB5 /ACRE 8. THE CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. h. IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY 140 CONTRACTOR, THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE OWNER'S ENGINEER i- COSTS FOR REMOBILIZATION( 13REQUIRED) TO COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE CONDUCTED AT THE CONTRACTORS EXPENSE. ra englneenn5BUfvey1np 91911111118 Bfl81y 14800 28th Ave. N. Ste 140 Plymouth Minnesota 55447 1763) 476.6010 telephone 1763) 476.8532 to slmlle lvww.mtm.com Client r- C O N S T R U C T I O N Fendler Patterson Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this plan, 89861 ice report was prepared by me or under r( djrpct supervision and that i an1 a duly li professional ENGINEER under of Minnesota. the state Michael C Reei6 DIv7 . • 2661 Date: 09 /07/2012 Rap contact us Tor a wet sieved cow of this Oar, h is avai*b0 upon request at MFRA, Inc, PILV•�'•'h, MN 09ice. _Summary Designed: MCB Draw0:A85 Approved: 8850 Book / Page: 727/55 Phase: PRELIM Initial lssue:09 /07/2012 Revision History No. Date By Submittal / Revision A 09/20/12. 5EG WATERSHED COMMENTS B 10/15/12 /TA CITY COMMENTS Sheet Title GRADING PLAN Sheet No. Revision C4.Q1 B Project No. FEN19355 I I • • • / l 7 '1 - 913 \ MAIN STREET —SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR I MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES UNIT 5 STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER DRAINTILE ♦� N —1 0 -- PP --(111 CONTOUR —902— - -901 -- RIP RAP OVERFLOW ELEV. SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB -BASIN BIO -ROLL )0K5 INLET PROTECTION DEVICE 1 01P—I INLET PROTECTION DEVICE 2 ®P -2 TEMPORARY STONE CONSTRUCTION-ENTRANCE TEMPORARY SEDIMENT BASIN TEMPORARY STORAGE AND PARKING AREA TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTUNED IN THE SWPPP) _SEQUENCE OF CONSTRUCTION PHASE 1: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. Q7,a ST -9 Q13 PA -10 PHASE 11: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE RESTOF THE SWPPP MUST BE KEPT ONSrTE UNTIL THE NOTICE OF TERMINATION I5 FILED-WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETSAS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONSTNT. MUST BE SUBMITTED TO THE-OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION- REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. AREA SUMMARY IN ACRES PAVEMENT AREA 1 2.02 ACt BUILDING AREA 10.49 ACt SEEDED AREA 10.1.4 AC± TOTAL DISTURBED 14.98 AC± PRE - CONSTRUCTION IMPERVIOUS 10.02 ACt POST - CONSTRUCTION IMPERVIOUS 13.07 ACt • REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 2500 SILT DIKE LINEAR FEET 0 BIO -ROLL LINEAR FEET 100 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (10 -1) UNIT 1 INLET PROTECTION DEVICE (10 -2) UNIT 5 NORTH 0 40 80 SCALE IN FEET fra englneenng surveying planning energy 4 14800 28th Ave. 0 Ste 140 Plymouth, Minnesota 55447 [7631476.6010 telephone 17631 476.8532 facsimile www.mfra.com Client Patterson T CONSTRUCTION Project BILL'S SUPERETTE Location LINO LAKES, MN Certification ``O�1 I hereby certify that this plan, specinnt supervision was and prepared by me or y li o 'roc[ supervision andthati under th the state of Minnesota. aC` _ Michael C Registre e ap 1. 2661 Date: 09/07/2012 ♦ contact us fora wet signed copy-of-this 1 available upon request at4d00A Inc., MN office. Summary Designed: Mai Drawn: ABS Approved: MCB Book / Page: 727/55 Phase: PRELIM Initial Issue: 09 /07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 SEG WATERSHED COMMENTS 6 1D/15/12 ITA Cm' COMMENTS Sheet Title EROSION AND SEDIMENT CONTROL PLAN PHASE II Sheet No. Revision. C5.02 B Project No. FEN19355 immomavassz EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE G c.00O 'o ab CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 2" TO 3" GRAVEL 093Or�70 f C oo�YOA oO.� -X. .Cluj c u -� -0083b, X0 gp Q o oocvj •p NOTE: THE R00( ENTRANCES SHALL BE INSTALLED PRIOR TO THE STAIR OF ANY SITE WORK THE ROCK ENTRANCES SHALL BE INSPECTED - FOLLOWING EACH RAINFALL. MAINTENANCE OFTHEROCK ENTRANCES SHALL INCLUDE TOP DRESSING OF NEW GRAVEL OR REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. ROCK ENTRANCE DRIVE NOT TO SCALE DEVELOPER/OWNER: )C00000( XXXXXXX( *a- XXX -XXXX 500 OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: 5' MIN. ITYP4 2° X 2° WOOD OR STEELT -PO5T5 SITE LOCATION siRi'GTf USGS MAP NOT TO SCALE DIRECTION OF DRAINAGE WOVEN MOW/FILAMENT GEOTEXTILE MATERIAL MCKFILL 6" X 3" TRENCH UNDISTURBED SOIL -SILT FENCE DETAIL NOT TO SCALE ATTACH THE WOVEN WIRE FENCE TO EACH POST WTI THREE WIRE TES OR OTHER FASTENERS (SEE NOTE 1) CROSS BRACE 2° X 4" WOOD ER D - /RH GNAT ROP IN WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. Of 11-0" INTO GROUND 5' MIN OVERU SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER �,gy_ 7-0" MIN . T�iTY /b-_ _�� 12" MI COMPACTED EMBANKMENT MATERIAL (MP.) SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE EENCE WITH THREE TES SPACED AT 30" ON CENTER (SEE NOTE 1) SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TES OR OTHER FASTENERS POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14 -1/2 GA, 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ATM D 6461 LATEST EDITION. 1 ATTACH THE WOVEN WIRE FENCE TO EACH POST ND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30 ") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8° OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREE THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2 WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED I THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE -HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE -HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. -SILT FENCE INLET PROTECTION (IP -1) NOT TO SCALE NOTES: B'XB' MIN OR AS TP��-- -- REQUIRED TO CONTAIN WASTE CONCRETE GROUND SURFACE 12° MIN 3:10R FLATTER SIDE SLOPES 1. CDNCRETE WASIIOUTAREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL* REQUIRED IF ACCESS TO.ONCRRE WASHOUT AREA L5 OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARYTO CLEARLY INDICATETHELOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT .AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA I5 REMOVED, THE DISTURBED AREA SHALL 131 SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE Cm:- CONCRETE WASHOUT AREA NOT TO SCALE DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 -TOP O CURB BOX 10" FILTER ASSEMBLY HIGH -FLOW FABRIC MIRAFI 11101 rsi - 306] ar ROAD DRAIN CASTING APPLIC4BILTY • NEENAH 3 -3067 • NEENAH R -3512 ROAD DRAIN INLET PROTECTION (IP -2) NOT TO SCALE CURB - GENERAL EROSION NOTES: .. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. THE CONTRACTOR 5 SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND /03 ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE 01111TY INFORMATION SHOWN ON THESE PLANS L5 A UTILITY QUALITY LEVEL X. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF 0 /A5CE 3802, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE Im1RY DATA. °THE INFORMATION IS NOT TO BE RELIED ON AS BEING 40411 OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILm5 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL A7800-252-1166 OR 651 -454-0002 3 THE DESIGN SHOWN 13 BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDmONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY _ DATED 1(X- XX -XXXX. IF CONTRACTOR DOES NOT ACCEPT DUSTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT FT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. THE GENERAL CONTRACTOR SHALL TAKE AL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PL4N -0.51 PUN), THE STANDARD DETAIL$, THE PLAN NARRATIVE, ANDIT5 APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLL000N PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION 5 COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE O TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDMONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 1114,2 OF THE GENERAL PERMIT. S. BMPS AND CONTROLS SHALL CONFORM TO FEDERAL STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTW1TY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 11 CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR A5 REQUIRED RY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DEUNEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FAQLmES. 13. ALL WASH WATER (CONCRETE TRU CKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING 15 ALLOWED ON SITE. 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPARED CLAY UNER THAT DOS NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER 15 CONSIDERED AN IMPERMEABLE LINER THE 8QUID AND SOUD WASTES MUST NOT CONTACTTHE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPUNNCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILS AND ISMS. 16. DUST ON THE STTE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS 5 PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC. CONSTRUCTION & DEMOLITION DEBTS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 18. HAZARDOUS M4130,4S: OIL GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDAUSM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND 11 THE SW PPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVTES UPSLDPE. 20 DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN /DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING 15EE MN /DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION-RATE SHALL CONFORM TO MN /DOT SPECIFICATION SECTION 25753. TEMPORARY MULCH SHALL BE APPUED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.301 AND 257536. ALTERNATIVELY, HYDRAUUC SOIL STABILIZER IN ACCORDANCE WITH MN/DDT SPECIFICATION SECTION 257534 MAY BE USED IN PLACE O TEMPORARY MULCH. 21 DISTURBED PORTIONS OF THE SITE INHERE CON518010014 ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIMETABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND /OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUARRY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT R FROM BEING. WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFFSITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT 04SINSMUST BE SUFFICIENT TO RETURN THE BASIN TO 005161 CAPA CITY 23. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW ARE/5 SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMOTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24. TEMPORARY SOIL STOCKPILES MUST HAVE SIM FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE RLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPS SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCmES AND ER031019, 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BERESPONSIRLE FOR - ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES MCKFIWNG OF TRENCHES FOP.-UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BRUMINOUSPAVING FOR ROAD CONSTRUCTION. MAINTENANCE NOTES' ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNO1 NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON 550E ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1 ALL SILT FENCES MUST BE REPAIRED REPLACED. OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 O THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2- TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN R HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DRCHS AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOREVIOENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN RI DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING ALL LOCAL REGIONAL STATE AND FEDERAL AUTHORMES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE O OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C6 OF THE GENERAL PERMIT. 5. THE CONTRACTOR 15 RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SHE. THE PERMITTEES ARE RESPONSIBLE UNTIL ANOTHER Mm LE S ER O HAS ASSUMED CONTROL SUBMIT ACCORDING TO EMIT II.BS OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS O SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND /OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION AC101I1E5 L5 REACHING THE INFILTRATION AREA AND THESE AREAS 0)113 PROTECTED FROM COMPACTION DUETO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. fra engineering survey' ng plannln5 energy , 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone 1763) 476.8532 facsimile www.mtracom Client r- 2., CONSTRUCTION IeII ;er Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this plan, sputa report was prepared by me or under( supervision and that i am a duly li 3� professional ENGINEER under tp t the state of Minnesota. 4``_ 2661 Oate: 09 /07/2012 contact us 10r a wet signed copy oY-thb h i3 available upon request at MFRA Inc, h, MN office. Summary Designed,M10 - Drawn: ABS Approved: mu Book / Page: 727/55 Phase: PRELIM Initiailssue: 09 /07/2012 Revision History No.Date By Submittal / Revision 03/20/11 SEG WATERSHED COMMENTS 8 10/15/12 176 CIT'COMMENTS Sheet Title EROSION AND SEDIMENT CONTROL DETAILS Sheet No. Revision C5.03 B Project No. FEN19355 • • • y ' SfpF 9.0 f.e 472 A•I D.. u In i to. 4.• le 1....�n L: , 472 9. Ae I to La li C9.• 9..°lty kv 1. W 9.X\ L. t : 14 .n l.e A• L�~ A: V I : l L'. • L\ 4, L. 4. 44 4. `4: 4: 11 9.: \ ti L: 4:/1., l.: 4., 4,41' b.: t. An. 4 4 1.e i �,taold o10e9.: \, $a 4• .. - A.,4, . �4�• in 14 •*.1,1.1 4tvaa.. � 94 l.. L ,.511 ,.. le }..11L , 1: ]y,,_ ] Le 1, 1e' .. 1: ,.: 11 II L. \ \,. I..1.� Lr :. L. ]: 10 : , 111, 1. . >;, _ , 1: ]? SA 5'4 iS ]., 1 :�: 1. :i x:, ].: • 1: 5.: 1. 1. _ t• -yl • ,§-L__ jii1y 1.. le 1 \.S II' ,L: 1 1i\' �y>�lLLi I.: • L, 5.6 Ls v. ].. -.z: Tc l: As ,.. N1: S5.6 1. '4 9. La 0.e 1.0 Ls Ls 472 At 0 9.s b.e At Lo 0.40 9. 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Ca -SIP - ILA? 1, 9. a-u= r 93 i , , 4 A. rr 1., 6.:- . - ^TwT7,•aac qpa .: lJ 4. 9.: yam_ Ti. .e r n s. 0.e 9. n L.` a A, R- �10lY -HOISC b �f. 4T o � " so-14 4, \ e•_ ,.� a.1,JjtlA� A, I s, 9., 4) 1.f At 4 4. F _ �AVIO l0 4o A. < 0.• 4o Ao 4i As 1v to L e L. Ise lc 9.a- -9.e- -1.0_.2'4 __ _ 1s:' 0.0 9a 4e Le A. An An Le <94 s.n l.e 9.. bn 4e 9.r Le 472 Le Pii MAIN STREE6.r 9.72 ,. An An '4 4. 9.72 s. A. 1.e 4, 4* l., a, 4 4. Ae a., L. 4e 1.. 4r *, 1.e Su 1.o 9.72 sr BIM CC. CURB 4e Lo As As 4e 1.: 40 1.e Le 1.o Le 4e LEGEND PROPOSED EXISTING PROPERTY LIMIT - -- - CURB & GUTTER _ STANDARD DUTY EASEMENT ASPHALT PAVING BUILDING RETAINING WALL a- 2- "'-v"-+D wasawwwwwwn - WETLAND LIMITS HEAVY DUTY TREELINE,v ASPHALT PAVING SAWCUT LINE SIGN T CONCRETE PAVING PIPE BOLLARD • NUMBER OF PARKING O STALLS PER ROW zX NORTH 0 40 BO SCALE IN FEET "AM ra engineering surveying planning energy 14800 20th Ave. N. Ste 140 Plymouth, Minnesota 55447 1763) 476.6010 telephone 1763) 476.8532 tacslmlle www.mtra.com Client Fendfer r-- Patterson R. CONSTRUCTION Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this plan, specif [at report was prepared by or under and d that i am a duly li professional ENGINEER under of Minnesota. Michael C d • N` the state Reglstra 2661 Date 09/07/2012 Map b contact us tora wet signed copy of MO p1 his available upon request at MFR*, Inc, h, MN off ice. Summary Designed: MCB Drawn:Ass Approved: MCB Book / Page: 727/55 Phase:PRELIM Initial Issue: 09 /07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 SEG wATERSHEDCOMMENTs B 10/15/12 IIA CRY COMMENTS Sheet Title PHOTOMETRIC PLAN • Sheet No. Revision C7.01 B Project No. FEN1 9355 fra O09IReering 0BIY@yf80 *min maw 14800 28th he. k, Ste 140 RymeM, Momesotd 55447 7631476.11010 58ep9u1e 748 476.8532 tatalnlle wrwmha.com Client I- a C O N S T R U C T I O N Fendier Patterson Project R1 LL' S SU PERETTE Location LINO LAKES, MN Certification `O� I hereby certify that this plan, spedfiub report was prepared by me or under o :eve supervision and that i am a duly li professional ENGINEER under t state of Minnesota. Michael C Regirtrz 2661 Date: 09/07/2012 If ap " b contact us fore-wet signed copy of this PI his available upon moue. at MERA, h, MN office. Summary Designed: MCB Drawn: ABS Approved: MCB Book / Page:727/55 Phase:PREEIM Initial Issue: 09 /07/2012 Revision History No.Date By Submittal / Revision A - 09/20/12 SEG WATERSHED COMMENTS B 10/15/12 1TA CRY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.02 B Project No. FEN19355 imuss MAINTAINED LIGHT LEVELS AT 0' HIGH USING FIXTURES SHOWN ON SCHEDULE. FULL CUTOFF 17RES. ALD,Inc. ARCHITECTURAL LIGHTING DESIGNS,INC. 2920 ANTHONY LANE ST. ANTHONY, MN 55418 612 - 252 -4100, 612 - 252 -4141 fax CONTACT: SCOTT HARMES sharmes @aldnpls.com FIXTURES MUST BE THE FOLLOWING: Filename: I: \MERA \2012 \BILL'S -LINO LAKES \BIT,TS LTG.AGI Qty Symbol Label Description Date:9 /7/2012 Arrangement Lamp Lumens i,T,F LLD LDD BF Lisp. Watts Lisp. Lumens BUG Rating 7 D A GARDCO HPV23- 1- 34XVF- 875PSMH- MOD417- EHSS /30' TALL POLE SINGLE 100000 0.700 0.700 1. -000 1.000 950 29250 B1 -UO -G4 2 D B . GARDCO HPV23- 1- 5XVF- 875PSMH- M0D417/30' TALL POLE SINGLE 100000 0.700 0.700 1.000 1.000 950 71034 B5 -UO -G5 16 p G LSI CRS -SC- LED- 84- SS -CW -UE SINGLE N.A. 0.850 0.850 1.000 1.000 97 10747 133 -U0 -G1 8 n W GARDCO 121- 4- 75LA -NW SINGLE N.A. 0.850 0.850 1.000 1.000 72 4546 B1 -UO-G1 2 p W1 GARDCO 121- 3- 75LA -NW SINGLE N.A. 0.850 0.850 1.000 1.000 72 4802 132 -U0 -G2 MOUNT HEIGHT LumNo Label Z Calculation Summary 1 A A 32 Label CalcType Units Avg Max Min Avg /Min Max /Min 2 A 32 ALL AREA Illuminance Fc 1.36 24.6 0.0 N.A. N.A. 3 A 32 AREA UNDER GAS CANOPY Illuminance Fc 19.60 25.7 9.4 2.09 2.73 4 A 32 DISCLAIMER This lighting plan_specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non -ALD TYPES A,B TYPES W, W1 represented product" or fixtures not shown an this plan. Fixtures nest be provided by ALD. FULL CUTOFF FULL CUTOFF T,FD FLAT GLASS LENS FLAT GLASS LENS Calculations have been performed with our best interpretation of the 30' TALL POLE, WALL MOUNTED @12' HIGH details given to us. Some differences between measured and calculated 3' TALL CONCRETE BASE results may occur due to intolerances in calculation ttethods, testing VENTURE MS875W /BU /BT37 /PS procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted). If the real environment conditions do 5 A 32 6 A 32 7 A 32 8 B 32 9 B 32 10 G 14 11 G 14 12 G 14 13 G 14 14 . G 14 15 G 14 16 G 14 17 G 14 18 G 14 19 G 14 20 G 14 21 G 14 22 G 14 23 G 14 24 G 14 25 G 14 26 W 12 not match the input data differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any loral lighting codes. These lighting calculations are not a substitute for independent engineering analysis ` ° "`` by a professional engineer. TYPE G FULL CUTOFF LED FLAT GLASS LENS RECESSED IN CANOPY 27 W 12 28 W 12 29 W 12 30 W 12 31 W 12 32 W 12 33 W 12 34 W1 12 35 W1 12 fra O09IReering 0BIY@yf80 *min maw 14800 28th he. k, Ste 140 RymeM, Momesotd 55447 7631476.11010 58ep9u1e 748 476.8532 tatalnlle wrwmha.com Client I- a C O N S T R U C T I O N Fendier Patterson Project R1 LL' S SU PERETTE Location LINO LAKES, MN Certification `O� I hereby certify that this plan, spedfiub report was prepared by me or under o :eve supervision and that i am a duly li professional ENGINEER under t state of Minnesota. Michael C Regirtrz 2661 Date: 09/07/2012 If ap " b contact us fore-wet signed copy of this PI his available upon moue. at MERA, h, MN office. Summary Designed: MCB Drawn: ABS Approved: MCB Book / Page:727/55 Phase:PREEIM Initial Issue: 09 /07/2012 Revision History No.Date By Submittal / Revision A - 09/20/12 SEG WATERSHED COMMENTS B 10/15/12 1TA CRY COMMENTS Sheet Title PHOTOMETRIC PLAN Sheet No. Revision C7.02 B Project No. FEN19355 imuss i for IHPV23 11=0 11.0 Fetrturing Vim MarterCaler Eke Electronic HID System Form 10 Square ;vowing Me MosterCo/or &Be elec.. MD System Form 10 Square Jo. BILL'S GAS STATOR-LINO LABE. WI Txm: A,B Nowt., 30' TALL POLE, 3' TALL CONCRETE BASE. TYPE A HAS EXTERNAL HES Page 2 of 3 HPV Series - High PerformanceVertical FINISH OPTIONS P2ge 3 Of 3 HPV Series - High PerformanceVertical SPECIFICATIONS Fe...ring the MosterCoior Elite Daemonic HID System Form 10 Square Page I Of 3 HPV Series Th. I.Os Gado> mime, ann mome. higa pee* vett. produce 1 4 , 1 1 awe., discharge Amp: up to IWO *so. HP u r a s aro dietary* a TGIC Polyester powdercoes The HPV me erupt am of wo DI ireerdoweable segrnatad opocal ,tems Them optical system: mil. pr.,. of Genic. m.o.," WO, to verMal sum optics The remit yimes me MD, perierrnance cuton renica■ la, ',sums Fiat ems Ises lerwaires armee full one f I performance. Sag Lem luminaires provide PREFIX NOUNTWO OISTmeurba NATTKE - High PerformanceVertical ure Ma, tineff NW., "'P.P., . aNminum and fi.N. w i t h ! I i end nstatahie med.. ' ^1 I , 1' 1: s .. 11 11 L.' f, 11 .,, I! . . . .. . . . . - . :: .. - .. „ .. „ .. .. II . ..„. 1: .. .. :4 .:1 .. e -- 2 N. ...Foe LF imixrderee. rus, RV Oema Pare , GNS Eno. Hot** Shield PITT IMO., Hoer 2 LB- • r Chi.non w- ww pw. PTF3 hielap Ram • 2 - 3 IX De -.tn... . I . . . . . . . . * I . L ' I ... MPH FOeTap akar - 3 In-,. Dula, OC. Direena: Color Faint , gr 0C-it, ....NO sc Seechl Pam War, Assi sew es. a, sweact Sam. mew. .e. net, Row eAwwww N.:, Ofteed OD toe Smea.aotteettONO2 DIMENSIONS AND EPA GENERAL: masysity rae•AFIL systven re,res MN, HOUSING: with mats ARK LENS Me a sea* mom* on on pennies OPTICAL higNy phosomemc in poatn Lerninaires *4 Lamm,. from EM, Garho Otodua, Ian,. duo•tight. and or *ono, composer= no lift, or or Reposing wan** Tut housing an Wes, mentor., era* a weadierogra banal, eluenerann A mitered. extra Optical, CNA. heat manner using ertruded sacs* wrap: lamp . cutoff ems cutoff arse:. the lunireiro SYSTEMS epee., eiramours distribusions .31, increments °oho! mOsu base ano ordered mith from the NA, ordered 4..1 Me factory xesiso NW kuninalre is • eatoff !manure Nr Intanai vonasunent. era tood. meow. canxion resistanL No *Meg cl she oPOTO a repored or perm... Lamp, hme. of the luminaire hotaing. OSTurlang Me pare, wrapper is one-piece Waormed alumin, Wine anti no weir* corner, Silicone sod et ali pa= of material tr.**, urn is teamed u. emineW by coverattor nods, Amin= 000r frame resift and impact nano, tempered fiat gios hollow section, high compliance, memory 'tamer, A Ilas glass hens is pad lame.. A sog glass lens is pro*. luminana. So.* keel spr, lunge *Moo me, The sepnen, reflector system cons, facets precisely elem. to ech,e see,. The entire optical system , field mom. [worm Nature a field aOsestabIe sace. as n,,ed a he ode bew. me 2001 and 31e3NT optical systems wide • mondani Mt goo lens and door More the 55422 200 14XVS op.. rye*, roe., 224 554 ems and door frame .0 In pas el 2 MO ELECTRICAL: All Nectrica I component are Lll rect.,. and Iwton tea,. Electronic and rneynetic HID MIMI. are high power f actor a. mounted on a unki.ed vv. with quick •one, disconnects Magnetic HID behests are 'the separate tomponem type Eiseman, and maynetit HID Mk= are ,shle of ,vieing reliable ia, scuitt, omen to .20M i -21°C lumina.. provided e, Me HasterCoior Dm .. perfornome coram, metal halide *coon. system Mc.. high power factor *vont Ballasts. Weaned speedway for Me system West.. FINISH: Ea, lerdnairs receives a ,e antl siorasmo resitunt eleNrOSGeollT aPP.. thermally on*. srOiNidal mayanurate ITGIC) Powarcoat EMS, LABELS: AV luminaire. hear UL or CUL (wnere a.k.a.) Wm Lope. IRINA WARRANT, Pielipa Gard:. himioures feature a 0120' Noe. walla, SeeWarraney Worn** on siveltinIng.com for complete dewit a, mows. advanced Porm 10X I pouve hom a NE . ADVISE i once per. e. VOLTAGE ' VOL RANH ' H 1 : ,COPSMH 1- e'''' !eel IiiPl I 1 O., [NY/SOO NO Or dpOOTOW ia *V. r MOO GOO,O1TO re tijOPP IffiffilOO,WO.OR PREFIX MOUNTING 0. Ind . I : ADVISE FINISH ' DISTRIBUTION • . .11.10 CD :ago k.. Pt. Haunt o TO 3 3-.... Pete Ploute R.10( 3a.24. ,,,,,, Mot al DV . , . . : . Q.f......) • . see GLos Law STeNIE . . SAXTS TO O 7me Iv SXVS Typev . . , . 1 VOLTAGE TYPE v v-w. pe, moan; 8=3/4201414 Be 5XVF 1- 1-..1 toi i comp., OM MOM 0 MIElizoinNOOPOON NoS-0,05u. TYPE WATTAGE I I 1-• AWN' Ile • „ 277 : , • ED ( . 2011-177 e.t.a Pa teen.. . , ( PHILIPS 01 GARDCO : C A ("nisi fe' M .`'``....' '',7o.::2.'•,'" 1 r'n1,7=''' Non, 7heors, :Once, *noon, -' ..F.°°••••eoOleenoteteer,OvOreetfflootte o em P.Pet (too P.OeSon NO Exerow Sow NT, I enortre A .2(2 ..,,,,,,, ..,..„ 11" WPM • ......, tw., Mos . MAO, WM: no. a sew lames, wo• No too> LT it, Te Ie . t- • a . p , • • i CUTOFF PERFORMANCE Cu* mem, mom e swiehedmate, wee mem,. tem wow. em run moot* or* D In wow no : ..... v v ...v.' vs... *woe( I Opeetool o t ...tot tero e( O.- eOeT not,. woo... Oreoree, owed rr, w.mer i D yes ■ ea.., as,........, pee Imma.,, Nap TITats PIO tf,I1M. fAXISIO NIMES weasheIneeem ONO IOW*. Ph* Mona* a, PA Pow Iteen.O. ----------------- noWore. a on . ow row, ren..wo swan wan.... mow polo.inato PHILIPS OP GARDCO . t Non NM 327.07te OtO TO-telte Mo., MOM sienetettenoteo OrolganNAW maw stove* N.V. NI a.V. Wen, ".(TOTS il PHILIPS CM GARDCO soo to......TB met MD.-1W 5.41.2.1525-7•22 kiervono OF We Rom Manse BILL'S 0.45-.STATION.LJNO LIUCF-.S. MN Type: W. W1 Notes. W= TYPE 4. W1 = TYPE 3 120 LINE LED Page 1 ib,4 121 LED Performance Sconce - Generation 2 The 5522142 52,513, 121 LED Perbrnanse Seance pro.. an energy safaiena phoo, salmon Mr wall mount-wok:Mom The sioped surface rd. she die oar aluminum hous, creep d.nctly union aescheric eiemenoz“ oerforrn important ...eons in Philips Gerdes. Moms- franigernem own, 121 Generation lo,..,.. Isawre Ng, performance Class 1 LES systems The perionnarme LED opocal systems 5.007= 22 perIormance- Man., fare and-figiat neap._ PhlioS Garao, LED mOhnobff Ima.des oat. efitl MONO" NOTIT IRDWATIAGS Lep =Ecru. VOLTAGE 751A . UNIV 9P1mam Wenner., Sweb. meow rx. wows Aeon... W PREFIX (....2.1) 21 LED Unteaniate Some C '520.522705.520 2 1,1.2 ,*5R 121 tEDIserforomek.coce• Hem, It 121.0/M 121 LEO Perlonnala Scars. - 10V T"' • 1214110 121 LED FeNoromnee Scone •eoonsoc, 20 -KT Netiont(Doete OPTICAL SYSTEM 13,DCD LED Oolormaeoe Sconce - Duel Coeur Connol LED WATTAGE AND LUMEN VALUES AM TYPE 4 WI. TYPE 3 tlotees se Nig. INN dor em a puma. pa eme•weas, tn. HADVISE FI141520 1 Surgle fEDArnoWaftoges. AveVW.le in 121: 12 NKR 121-1301 umi 12 "..57.2122, Lowniaaim WellOsoluee Lome.' Cosa -,ocOwn .1)/PEZ -roma I wee tete is I 35, It ISLA 'SLAM 700 1-TO i ban a SW Loo ( LEO L‘te 1 ION t7es a 1 LOS Se. 2TVO • 056 eles I earl Teo.' ler,1 le , NVe :Law : sere tut tete., s.■ 525 It , , Nee IAN 3.49$ 300 AN. 1 SW vas, ass new emokosna fen** ma.** *me innewesee ...ea INV maga V. ape. a a age arabas Rao* M omma whoa we 01.1ormtem or n woos O, oak** no un,,,,ORMwogew ederamou enwesw ase rem sen swim. i =Owl waT.e *owe Pon awsleineses. niAa *Yaw Wan* woor a naaw. enema a a mra se ea ...Mr. a *art 73.1.S.7 47. MI Caw Soho Res. Sans NwaseTX Loisyse (1121151-11fte WOOD( 733.1153 altNig.lopeorn MI. Nelot NV Lee* Loa cooso moos pe Mee de, owl. ef metly rne oaten O prolloneeetote weever. N pet Noe ceeNoTt000erneoeonooFeee,F. BOD-eVATI: PHILIPS GARDCO Page 2 of 1 2,50 SELECTION 120 LINE LED 121 LED Performance Sconce - Generation 2 VOLTAGE CW Whne • S700, • 75 CM ram* (..--17-PINs' Acorns Amogh 3W) . ewer 70 MI Noreal 201 347, itwow EeueektEE,Box BEjorrate. • Boom me aeons amPayerewortner awn* a Gem* Back Bee WV( Veto. Weave • REVS • 00 CRi Nom* FINISH OPTIONS BRP Oome Fa, F On, 224 W1_.P22, BLP Bo.,1:-Not DL Edo, Goo Lens Amest mem *mar, PCB renew Type etenee0ettee NP twareAlutnawn WS Wall Mcgated F.. Saitettee Condon New sow soma, ace Se. F.ee- E65 boon.. Beele bow lee,. O NT( Doane. C.NOV POnt Mao Om* RN ...et 04t47214 SC S.. Paw OrdO Alot.NOO.1*/. DIMENSIONS ILD lteteon - arisn Momase Plate I 0 07 (\,1. 1N. Se cm 3 Dr TM cm With Ertrnbed @etiolate (FHB, Option Ptomain bolt Pattern Nom Mauna, Nao comer are* In Me censer of Me *anew width and 2 ST 16.03or, zoom iwwnan inuern hem 2545p552044) Spl, num rams m the W awn, sow... to eve was. Ott Does Boicee Read. San Plareet,TX Otor71,173, 012173-1-NNO Pet,S111732-113S utellebnotoon PO* Conte meow Ex tion to donee earn or mot, Ot elNee el ore.. ...as PHILIPS GARDCO 120 LINE- LED Page-3 of 4 121 LED Performance-Sconce - Generation 2 LUMINAIRE CONFIGURATION INFORMATION 420.05412 111 :ID sconce aro., aware wattage a. carom MN outons when wow 9 a.m.:v...0st 11-1.-84A 72 LED goose Ink., a wool. mood i2l2545440542444252500s5�442.542l2044205250l64520412 Y LSD 592ca.lne Plicserear mow* a me ceor el me amour. near Me 65 521. of Ma door frame some** IS( loereed Poo tee welt soel rs Ben men 52 saunas, Wow no m000n dom. ler 5 noorto.Me hooan OISPO,O names me mew, or 75-L. to 2S, of ehe normal cons, wan,. re., Oe Nvel 82270.585 When moan a *woad In...JEFF:he onwasas mom so NI ...mos and full egla ottout TM PIE moor s tape.. ee Novo. tool ergie e2102" hoot tro onto- of Poe Nosee (57 to VOW Ode omo, The sensor may te adored Neecoanaey reaseene *Noon el moon 15 one aloe of Ot womaxe dewed he. on-we *Is name, PM sensor provided am Peasants Et1.120311L me PIE se* has,me Menem .S1 wawa a erdawa,gh meNNenen sown *awl tame Ob.*. ofi sow smear Cm*, Pattern ,•- / ‘r/ "A" 124.12.4121 LED some pr....0 -10V oononon tow. ono., pnwkied oWrs. 121-AP0 PlAps Gamic° parlarmarce LED scams wen APADMOt: !TOO Denning are pronged*. the flaslas Ornagernmer Dynarnerencr Paco, program,* re ge an 50, power, MK ILare wow MO hours pm, egin nna Morn **WI o5OWer IO news sr. nipt inO 5454 142.49558 corommair oxen* DmaDinenar now M mom man efMea. nee 0...5,1x ca,a- Shem aura* Iser amownors sre ipeortc en nee saga iltarnaatan toieLoceett APO Mew* Pm. Ruder On 121-000. 121 IA, some pow* wa, mai c.a.. wel dual aro, pwao, on,-sse ww,T, O each * ara, wroga Mow.. 5544 765 NH OA. M., Road. um etwees,TX IMO 11747N NM MOT= nawoin 7D-TetS MIrnn 7.17 raw** Awn abonam at; as Ram kn.,. sm., A mei wavrmerimenams....,...umens, Pasersocts PHILIPS GARDCO 'NV Page 40/4 120 LINE LED 121 LED Performance Sconce - Generation 2 SPECIFICATIONS GENERA, bah Plaga Garsico 121 low* it a *I mounted NS swelf lowour enen wece LON u. a Mal arra. Owned cm are too. win* a • es. somfOO,Or-WO OlITOPr remota Ne.onoThe housety.oaci Nate and door low ere do tau Nemetuot OLetOte.meNreee Otenoneo aownigN peta.n._ HOUSING. The sash-meet, wheal Nosing 31. tor siaminw,A meaner room, polo. sew me how, wira Me boor Owe 9 Labe MOOT enst„ mon and penuono /MO me *wort A black Cie ea, ribhol oatenlate naue. IP RATING Ommares are need,. DOOR FRAME A entiao.ece she cast *new, Oar name *rates 9 nows, far,The door Wine 4 name dosed sea sesame to me ham, wish rwo OPTICAL SYSTEMS Ouhps 09,014, 111 °mermen 2 LED lunwores W. lensed LED wren set se mows ES Type 11.7we and Tme IV ditrOLOOM. WO! as memo 1 nra, antrauen adindual LID VITO esesusoNe. Lowman. leame perlonnatee Gass 1 554 .50,520 LLOOMOO opal. nano,* .0.2, dor pus lon LED PERFORMANCE. , 'PREDICTROLUMENDEPRECIATIONOAW 2.5 350 ma. 130 nut 1313.02, 120.00C 354mA 40 •C 5.14 700 sa. 170400 100001 100,020 7 I...mem, name *0 w vadaneormegrao, ow., ea-mon. 1.010MOOon.li .1:„.•1*.11.00.T.O.00Do.o.....komotoo7O.•Otoeuroqoao FINISH: 601**m esnar Women MOO] s bele s. *won romans. Warommolw apehed, Pwroally awed Ingiynm. isomenerne OGIC) taw. wherter parvenue lina, axe cows *We Worse ISPFL Wu, ORM Here AVM. natwal awn*. IMP) and eam ISGI, Lam. boor. ler werAtaserns ea *mu mon ELECTING, LumWhes are gnome end, o LED awer Ws escape OW Motel 277, SON so ...wet Pi., oupen o Atha 350 nALSO na• a LABELS An ...wires heo UL or CUL Omen ir•Phola,; 700 me. Moe w sae LEO worage aslecoN.Comeoneroeoconsonew *We Me kawohe esto no nor. lan,110%. mos anent*, Mod 01 to, meat 600VAC as 302`RISO, A* aro Wed WARRANT, Phil. Carew Maa, Mow a 5 assr Wined warrant, UL la use es SEC VAG 15A or When Power hoer h not Ms Ow NS_ POLos Derees LEO luminaire, LED snow, Foamy, a 5 ewe lawre, Lennon. toneume entio a the am._ warranty tom, W LED aro. LED Pm* aim Ma* a 5 yeat *wow See Werra, aim,man v. 8148774470.755672 M. mime deoik LED THERPIAL MANAGEMENT; The 121 Prim arm* do* ...MO mien*. Mom, rathauen fon co. am Ore uppo hour, na astir et Ote therm, awn* m On hos, m Fee*, a. hoOsO AmA, a,. 'WI Owls sower Rod, sae seanai.Tx 7INN ow,2,ena Ono sw-stee ....,Mo1114ass C *Mew themem aa Supa Nun G20[4,17,71' PHILIPS GARDCO n r engineering surveying planning energy 14800 afth Ave. N., Ste 140 Plymouth, Minnesota 55447 W63) 476.6010 telephone 1763) 476.8532 facsimile vnify.mtra.com Client 1 Fendler Patterson 13.0: CONSTRUCTION Project BILL'S SUPERETTE Location LINO LAKES, MN Eficatio I hereby certify thatthis plan, specificat report was prepared by me or underj4 48171 supervision 550 1422* i 2252 duly li professional ENGINEER under t af 658 2818 of Minnesco. _ Michael C. Rogls45tj 2661 Date, 09/07/2012 ab contact usiora wet signed 05717 07 this h mailable upon rept/est st MENA Int., IAN office. Summary- Designed: MCe Drawn: 455 Approved: Nice Book / Page:727/5S Phase: PRELIM Initial 15522854 09/O7/2012 Revision History No. Date By Submittal / Revision A 45/20/12 SEG WATERSHED COMMENTS B 10/15/55 17A CITY COMMENTS Sheet Title PHOTOMETRIC DETAILS Sheet No. Revisi• C7.03 B Project No. FEN19355 • • • r 1, ............ At& ilk-- -4 .....tk -... ..... -- ,,,_ ortzi _ ir, V '35.1r 041 -41b. libiggSi IVA 1' 1 Kt JI � �` Tic( M• T t F ph :, 4e.*: 3'a'i>�L o t�' I�I i��� tr4tV ip1 Q. 4.72,867.17,4.82MMTAISIMI1727418.0,61?; 8.741* MAIN STREET PLAN B" 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURRLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE __ 159' "367.9.--______._.._, 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR 5. TO PLANTING 2. TRIM OUT DEAD WOOD 6. AND WEAK AND /OR DEFORMED TWIGS. DO 7. NOT CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE 501L OR THOROUGHLY COMPACTED BACKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT 6. OR UP T02" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, 81 USED), INTACT. BACKF1LL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL REMOVE ALL TWINE. PLUMB AND BACKFILL WITH BACKFILL SOIL WATER TO SETTLE PLANTS AND FILL VOIDS. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFIOENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL mot 15 EXCESSIVE. TREE PLANT SCHEDULE SYMI QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS 5F OF CANOPY COVERAGE ASSIGNED TO EACH DECIDUOUS TREE 35 HACKBERRY CEIT6 OCCIDENTALIS 25" CAL B&B FULL, STIR. LEADER, NO Y CROTCH 14 SUGAR MAPLE ACER SACCHARUM ,•\ 20 GINKO 61800 BILOBA 11 SWAMP WHITS OAK QUERCUS BICOLOR V - 24 BOULEVARD LINDEN TWA AMERICANA 'BOULEVARD' TA 14 WHTTfSPIRE BIRCH CLUMP BETUTA POPULIfOLIA'WHRESPIRF 7 M'B MULTIPLE LEADER j�� 1 QUANTITIES SHOWN INTH PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE CONTRACTOR TO VENN QUANTITIES SHOWN ON THE PLAN. 2. SEE SHEET 11.02 FOR SHRUB AND PERENNIAL PLANTING LEGEND AND GROUNDCOVER LEGEND GROUNDCOVER LEGEND SOD (41J. DISTURBED AREAS NOT SEEDED) 3 -6 WASHED ROUND RIVER ROCK, 12" DEEP. WET SEED MIX PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, TREE OF PESTS AND DISEASE AND BE CONTAINER GROWN -OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PUNTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY ROCK," ANSI-260, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' 0.0 MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWY! IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 10. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL STAND ALONE TREE PITS. SHRUB BEDS AND MONUMENT SIGNS SHALL BE ROCK MULCH. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR 30 DELIVERY ON -SITE FOR APPROVAL DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR TREES UNLESS OTHERWISE DIRECTED. 11 ROCK MULCH: ALL SHRUB/PERENNIAL BEDS AND ROCK MAINTENANCE STRIPS SHALL HAVE 4" DEPTH OF DECORATIVE DRESSER TRAP ROCX OVER FILTER FABRIC AS SUPPLIED BY DRESSER TRAP ROCK, INC.; DRESSER WISCONSIN. ROCK SHALL BE MODEL 4814. 12. STEEL LANDSCAPE EDGING: SHALL BE COLMET. EDGING SHALL BE MODEL 4100711017646 al. COLOR SHALL BE BLACK. 13. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 15. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 16. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE ANY PUNT STOCK NOT PLANTED ON DAY OF DELVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILmES SHALL BE REPAVED ATTHE CONTRACTOR'S EXPENSE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, 806016TION5, AND PERMITS GOVERNING THE WORK. 18. LOCATE AND VERIFY ALL UTIUTIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CRIES METRO AREA) OR 800252 -1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 19. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUC508. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. • 20. PLANTING SOIL TOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A UBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN /DOT - • SPECIFICATION 3877 TYPES SELECT TOPSOIL MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL STONES, CHEMICALS, NOXIOUS WEEDS, ETC. 5011 MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 100-W FERTILIZER ATTHE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTI WNG IT INTO THE TOP 12" OF 501L 21. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL l- NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 22. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21 SEASONS/TIME OF PLANTING AND SEEDING: NOTE THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS /HER RISK DECIDUOUS POTTED PUNTS: APRIL 1 -TUNE 1; AUG. 21 -80V.1 DECIDUOUS B&B: APRIL 1 -JUNE 1; AUG. 21 -805.1 EVERGREEN POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21 -005.1 EVERGREEN B &B: APRIL 1 -MAY 15; AUG. 21- SEPT. 15 NATIVE MIX SEEDING: APRIL 15- 101020; SEPT. 20-OCT. 20 24 MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH 0011110N OF THE WORK 15 IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS 15 COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS RE- SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER. THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD. 25. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR 6(00116185 (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 26. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 27. CONTRACTOR SHALL REQUEST IN WRmNG, A FINAL ACCEPTANCE INSPECTION. 2B. ALL DISTURBED AREAS TO BE SODDED, ARE TO RECEIVE 4. TOP SOIL AND WATER UNTIL A HEALTHY STAND OF GRASS OBTAINED. 29. IRRIGATION SYSTEM TO BE DESIGN BUILD, SUBMIT DRAWINGS FOR PRIOR APPROVAL IRRIGATE ALL SOD WITH EITHER SPRAYS OR ROTORS AT A MINIMUM DESIGN OF I" PER WEEK. IRRIGATE ALL PLANTERS WITH A DRIP STYLE SYSTEM AT .25" PER WEEK INSTALL ATOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 25" TYPE K SOURCE PIPE 5 PROVIDED BY MECHANICAL 30. CONTRACTOR SHALL IRRIGATE THE ENTIRE PROPERTY. CITY-CODE VEHICULAR HARDSCAPE TREE CANOPY COVER REQUIRED (VEHICULAR HARDSCAPE (SOX CANOPY COVER PERCENT) (124,728 SF -X 40%)= 49,891 SF REQUIRED 10.001 15-E 245 NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILrTY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL)1 -1/2" WIDE STRAP DTP) DOUBLE STRAND 10 GA. WIRE, 2 -7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) fb COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4 "-6" SHREDDED BARK MULCH (- EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUB5011.5 Q DECIDUOUS TREE PLANTING DETAIL © CONIFEROUS TREE PLANTING DETAIL L1.02 N.T.S L1.02 N.T.5 PLANTING LOCATION INTERIOR-PARKING ISLANDS WITHIN 7' OF VEHICULAR HARDSURFACE 50% OF CANOPY SF 7-12' FROM VEHICULAR 1 HARDSURFACE 25% OF CANOPY SF ASSIGNED CANOPY COVERAGE VALUE 10056 OF CANOPY 5F 5F OF CANOPY COVERAGE ASSIGNED TO EACH DECIDUOUS TREE LARGE TREE 950 SF (OR 1200SF IN ISLANDS_OF 3t TREES) 600 5F 300 SF MEDIUM TREE 500 SF 250 SF 125 SF SMALL TREE 250 SF 1255F N/A EXISTING TREE 6 -12" DBH 1900 5F 950 SF N/A EXISTING TREE 12"+ DBH 28505F 1425 SF N/A CANOPY PROVIDED SF OF CANOPY COVERAGE ASSIGNED TO EACH DECIDUOUS TREE LARGE TREE 13,300 5 (14 TREES) 33,600 SF (56 TREES) 0 SF (D TREES) MEDIUM TREE OSF (0 TREES) 3,500 SF (14 TREES) OSF (O TREES) SMALL TREE OSF (O TREES) 0SF 0TREES) EXISTING TREE 6-12" DBH 0 SF (O TREES) 0 SF (O TREES) EXISTING TREE 12" +DBH 0 SF (0 TREES) 0 SF (O TREES) TOTAL 13,300 SF (14 TREES) 37,10050 (70 TREES) 0 SF (0 TREES) FOUNDATION LANDSCAPE REQUIREMENTS (WITH IN 15' OF BUILDING) REAR ANESSIDES: 1 LARGE TREE AND 3 LARGE SHRUBS -PER 100 LF FRONT. AND STREET: 2 LARGE-TREES AND 6 LARGE SHRUBS PER 100 LF GAS STATION: REQUIRED: 6 TREES, 18 SHRUB (200' SIDE/REAR, 220' FRONT /STREET) PROVIDED: 6 TREES, 22 SHRUBS LIQUOR STORE: REQUIRED: 6 TREES, 18 SHRUB (37D' SIDE /REAR, 148' STREET /FRONT) PROVIDED: 8 TREES, 21 SHRUBS OPEN AREAS LANDSCAPE STANDARDS 1 LARGE TREE AND 3 LARGE SHRUBS PER 2000 SF TOTAL OPEN AREA 5F: 63,100 SF REQUIRED: 32 TREES, 96 SHRUB PROVIDED: 32 TREES, 96 SHRUBS BUFFER AND SCREEN STANDARDS PARKING: DOUBLE ROW HEDGE, TRIANGLE SPACING, 30" TALL,YEAR ROUND SCREENING. BUFFER TO RESIDENTIAL 6' BERM /FENCE SCREEN WITH 50% OF FENCE SHRUB COVERED BOULEVARD TREES REQUIRED: 1 TREE PER 70 LF. 14 TREES (950 LF) PROVIDED 16 TREES 50,400 SF PROVIDED 49,891 SF REQUIRED NORTH 0 40 80 SCALE IN FEET engineering Surveying planning energy 14800 28111 Ave N. Ste 140 Plymouth, Minnesota 55447 1763) 476.6010 telephone (763) 476.8532 facsimile www.mtra.com Client Patterson FIMI - C O N S T R U C T I O N Project BILL'S SUPERETTE Location LINO LAKES, MN • Certification 0 \4 'f\` '< 04' C‘.G Summary _ Designed: MCB Approved: MIS Phase: PREUM Drawn: A85 Book / Page: 727/55 Initial Issue: 09/07/2012 Revision History No. Date By Submittal / Revision A 0900/12 SE6 wATERSHED COMMENTS B 10/15/12 LTA CITY COMMENTS Sheet Title TREE AND GROUNDCOVER PLAN Sheet No. Revision L1.01 B Project No. FEN19355 • • • 1 0 EAST PROPERTY LINE PLANTING PLAN e�,.. ""t e_ o_ ..... _ °'•"'' -.�—r. ,.S00•00'25 -W 515.06 -- % L1.02 / N.T.S PLANT SCHEDULE BEY OTr. BOTANICAL NAME COMMONNAME 5126 ROOT SHRUBS U 131 SERVICEBERRY AMELANCHIER ALNIFOUA'REGENF 45 CONT. FULL FORM TO GRADE 9 BLUE LEAF ARCTIC WILLOW SALIX PURPUREA'NANA' 132 ALPINE CURRENT RIBES ALPINUM 6 HYDRANGEA HYDRANGEA ARBORESCENS'ANNABELLE' 3 42 TAUNTON SPREADING YEW TABUS 0 MEDIA TAUNTON,' -PERENNIALS 30 STELLA DE ORO DAYULY HEMEROCA US'STELLA DE ORO' 41 CONS. FULL FORM TO GRADE el 33 BLUE FESCUE FESTUCA ONEREA'ELUAH Brut 1. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 2. SEE SHEET L1.01 FOR -TREE PLANTING LEGEND AND GROUNDCOVER LEGEND SHRUB & CONTAINER PLANTING DETAIL 0 20 40 SCALE IN FEET 0 2 \L \ WEST AND SOUTH PROPERTY LINE PLANTING PLAN L1.02 / N.T.S 0 20 40 SCALE IN FEET NORTH NORTH fra engineenn0sulveying planning ene• 14800 28th Ave. N. Ste 140 Plymouth, Minnesota 55447 17631476.6010 telephone 17631476.8532 facsimile www.mtra.com Client 1.-- E t C O N S T R U C T I O N Fen Paaiterson Project BILL'S SUPERETTE Location LINO LAKES, MN Certification c, .`i e O ‘4,O� I Summary Designed: MCE Drawn: ABS Approved: NCB Book / Page: 727/55 Phase: PRELIM Initial Issue: 09/07 /2012 Revision History No. Date By Submittal / Revision A 09/20/12 5EG WATERSHED COMMENTS B 10/15/11 RA CRY COMMENTS Sheet Title SHRUB PLAN Sheet No. Revis� L1.02 B Project No. FEN19355 • • S89 °59'35 "E 282.41 233973 rm e E: Ma 3100700•25»E 10.00= •448959'35"E 2.45 PLAN ELEVATION MAIN STREET i< A COUNTY Ri.,H T TREE DRIPLINE FENCE OUTSIDE OF DRIPLINE °yam I/ I EXISTING TREES TO BE PRESERVED ms I� TREE DRIPLINE FENCE ERECT PROTECTIVE FENCE PRIOR TO ANY CONSTRUCTION ACTIVITY. D0 NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN THE PROTECTED AREA REMOVE THE FENCE ONLY AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. TREE PROTECTION DETAIL TAG# TREE SPECIES SIZE TYPE ACTION TAG# TREE SPECIES SIZE TYPE ACTION TAG# TREE SPECIES SIZE TYPE ACTION 700' OAK 6` DBH Removed 1031 OAK 6" DBH Removed 106" CHERRY 9° DBH Removed 7002 OAK 6' DBH Removed 1032 0A1( 72' DBH Removed 1062 CHERRY 73" DBH Removed 1003 OAK 7° DBH Removed 1033 OAK 6" DBH Removed 7063 SPRUCE 50' FT Removed 1004 OAK 7" DBH Removed 7034 OAK 10" 0834 Removed 1064 SPRUCE 50' F7 Removed 7005 OAK 6" DBH Removed 1035 OAK 6' DBH Removed 1065 PINE 20' FT Removed 1006 OAK B" DBH Removed 1036 OAK 6' DBH Removed 1066 ASH 27" DBH Removed 1007 OAK 7" DBH Removed 1037 0.4K 8` DBH Removed 1067 ELM 79" DBH Protected 7008 CEDAR 28' FT Removeo 1056 OAK 8" DBH Removed 1066 SPRUCE 20" DBH Protected 1009 0A1C 6' DBH Removed 7039 OAK 10" 0B14 Removed 1069 ELM 6" DBH Removed 7010 OAK 9` DBH Removed 1040 OAK 7` DBH Removed 1070 HACKBERRY 13` DBH Protected 1071 OAK 6" DBH Removed 1041 OAK 9" DBH Removed 1071 BOX ELDER 19" 01311 Protected 1012 OAK 6" DBH Removed 1042 OAK 7" OBH Removed 1072 BOX ELDER 20" DBH Protected 7013 OAK 6' 0534 Removed 1043 OAK 6" DBH Removed 1073 BOX ELDER 7E" DBH Protected 7014 OAK 6" 0B14 Removed 1044 OAK 6" OBH Removed 7074 HACKB£RRY 6 "' OBH Protected 1015 0,4K 6" DBH Removed 1045 OAK 8` DBH Removed 7075 BOX ELDER 13" DBH Protected 1016 OAK 6" DBH Removed 1046 OAK 9" DBH Removed 107E BOX ELDER 21' DBH Protected 1017 OAK 6- DBH Removed 1047 'OAK 13" OBH Removed 7078 OAK 7' DBH Removed 7046 OAK 9" DBH Removed 1019 OAK r DBH Removed ' 1049 OAK 7" DBH Removed 1020 OAK 8' DBH Removed'. 1050 OAK 8" DBH Removed 1027 0,4K 71' DBH Removed ', 1051 0A1C 6" DBH Removed 1022 OAK 6" DBH Removed 1052 OAK 70" DBH Removed 1023 OAK 6" 0874 Removed 7053 CEDAR 35' 17" Removed 1024 OAK 7° 0871 Removed 1054 SPRUCE 41' FT Removed 1025 OAK 6" OBH Removed 1055 OAK 7` 0BH Removed 7026 OAK 71" DBH Removed 1056 SPRUCE 35' 67 Removed 1027 OAK 10" DBH Removed 1057 SPRUCE 55' F7 Removed 1028 0.4K 6" OBH Removed 1058 SPRUCE 24' FT Removed 7029 0A1( 7" DBH Removed 1059 SPRUCE 40' FT Removed 7030 OAK 12' DBH Removed 1060 SPRUCE 40' F7 Removed NORTH 40 80 SCALE IN FEET fra engineering surveying planning argia 14800 28th Ave. N, Ste 140 PymouOL Minnesota 55447 1763) 476.6010 telephone 17631 476.8532 facsimile wwwmtra.com Client Fendier Patterson P. C O N S T R U C T I O N Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this survey, plan orb� 71` prepared by me or under my direct syptrv, st/ and that I am a duly Licensed LAN ARCHWECT under the haws M-tiy "X Minnesota. `9 KEVIN -I� TE!� Resist 6990 Date: 10:15.2012 Th A yrtEMotion anot valid unless wet signed imblue ncaNe, contact us fora wet signed copy of which is available woe. request M MFRA, ym0Uth, MN Office. Summary Designed: MCI Drawn: ABS Approved: MCI Book/ Page: 727/55 Phase:PRELIM - Initial Issue:09 /07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 51G wATERSREDCOMMEN'S B 10/15/12 WA C1TY COMMENTS Sheet Title TREE PRESERVATION PLAN Sheet No. Revis� L2.01 B Project No. FEN19355 • • • 200 180 - 160 140 120 100 80 - 60 40 20 0 Business Recycling In Lino Lakes Total number of businesses Alt Site visits requested Completed Emailed Completed Follow -up Never phone Surveys emailed contact connected surveys surveys requested Total as of 9/27 • • • 2012 Environmental Goals • Promote environmental stewardship with the citizens of Lino Lakes by communicating environmental initiatives in the city using various means of communication such as: • City Web Pages • Newsletter Spring Summer Fall Winter • Homeowner's association meetings and publishing on their websites. • Press Coverage • Earth Day • Arbor Day • Recycling Day — (May 5thh) • Work with Centennial School District with a focus on ECFE • Participate in Blue Heron Days (August), providing public service educational material to the public if the opportunity presents itself • Participate in Earth Day (April) activities in the community, promoting environmental awareness and collaboration with other environmental focused organizations. Offer Build Your Own Rain Barrel Workshop. • Offer a series of conservation workshops for residents through the Anoka County Soil Water Conservation District for 2012. • Monitor any activity in the AUAR as well as other proposed development areas. focusing on the values Lino Lakes citizens have expressed in the vision for our city and the unique ecological aspects of our wetlands, lakes and streams and subsurface waters. Apply mitigation plan as defined for that area. • Perform an evaluation of past Environmental Board recommendations for development projects. Review a sampling of a variety of projects by site visits, discussion with city staff, and landowners, neighbors, on the outcomes of the Board's recommendations. If necessary, submit a summary of significant findings resulting from the review in writing to the Community Development Director. • Promote conservation development within the City incorporating the Open Space/Trail Plan and Handbook for Environmental Planning and Conservation Development within the scope of the new Resource Management Plan, and the Resources Management Plan RMP -3 • To meet or exceed our City recycling goal of 50 (1777 tons) percent or greater of our Municipal solid waste. Find innovative ways to promote and 1 encourage recycling as a city. Inventory city facilities for recycling and look into ways for school facilities to reduce waste and increase recycling. • Maintain the Community Garden site and establish a preparatory gardening g roup. • Implement the Lino Lakes Preparedness Plan for EAB as needed. • Work on Wollan's Park Wetland Banking. • Continue to monitor the Heron rookery and water quality in the northern one third of Peltier Lake and to support the protection of resources in that area. • Update Surface Water Management Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. That the 2012 goals of the Lino Lakes Environmental Board be adopted. Adopted by the Lino Lakes City Council this _ Day of , 2012 Jeff Reinert, Mayor The motion for adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof The following voted against same: Whereupon said resolution was duly passed and adopted CERTIFICATION I hereby certify that the above is a correct copy of a resolution duly passed, adopted and approved by the City Council on date. 2