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Home My WebLink About11/30/2021 EB PacketCITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING Wednesday, November 30, 2021 6:30 p.m. Council Chambers A !'' IV XM A 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: October 27, 2021 5. OPEN MIKE 6. ACTION ITEMS A. Final Plat for MTO Properties and Site Plan Review for Thrivent Financial Building B. Conditional Use Permit for Precision Tune Auto Care 7. UPDATES A. Project Updates B. Recycling Updates 8. ADJOURN CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING DATE : October 27, 2021 TIME STARTED : 6:31 P.M. TIME ENDED : 7:40 P.M. MEMBERS PRESENT : John Sullivan, Cassie Cavegn, Shawn Holmes, Ella McNulty, Alex Schwartz, Lindsay Buchmeier, Jonathan Parsons STAFF PRESENT : Andy Nelson, Phillip Davis I. CALL TO ORDER AND ROLL CALL: Mr. Sullivan called the Lino Lakes Environmental Board meeting to order at 6:31 p.m. on October 27, 2021. II. PLEDGE OF ALLEGIANCE III. SWEARING IN OF BOARD MEMBERS Mayor Rafferty swore in new members Lindsay Buchmeier and Jonathan Parsons. IV. APPROVAL OF AGENDA Mr. Sullivan stated to approve the Agenda as it stands. V. APPROVAL OF MINUTES September 29, 2021 Mrs. Holmes made a MOTION to approve the September 29, 2021 Meeting Minutes. Ms. Cavegn seconded the motion. Motion carried 7 - 0. VI. OPEN MIKE Mr. Sullivan declared Open Mike at 6:36 p.m. Open Mike declared closed at 6:36 p.m. VII. DISCUSSION ITEMS A. Review of Annual Work Plan and Ongoing Tasks List DRAFT MINUTES Environmental Board October 27, 2021 Page 2 Mr. Nelson presented the approved annual work plan to the Environmental Board. The annual work plan includes initiatives concerning current environmental issues in the major areas of focus of the Environmental Board, including environmental stewardship, forestry, natural resources, water, and solid waste management. Mr. Nelson provided an update that residents were using the Rainbow EAB treatment discount and the city hired Rainbow to treat 100 city -managed ash trees this year. Mr. Sullivan wanted to confirm Rainbow Tree Care company is offering discounts on injections, but not tree removals for residents. Mr. Nelson confirmed, while the company does provide tree removal services, Rainbow Tree Care is only providing discounts on the emerald ash borer injection treatment. Mr. Parsons inquired about the City's annual tree sale and wanted to know what species of trees would be included and if the goal was to not have all one species in an area. Mr. Nelson responded the City is trying to increase the diversity of the local forest canopy and we select species for boulevards to that end, but we do not put limitations on which trees residents can purchase from the tree sale for planting on private property. The city sells roughly 100 trees per year in the tree sale. Mr. Sullivan asked when the City's Winter 2021 newsletter would be sent out. Mr. Nelson responded the newsletter was being printed and should be sent out within the next two weeks in early November. Mr. Schwartz inquired about the dates for the tree sale. Mr. Nelson responded the cut off date for sales is usually in February. Residents will pick their trees up at Public Works. Mr. Nelson provied a brief background on wetland banks and used Wollan Park wetland bank as an example. A property under consideration as a potential wetland bank is the Winters property, which is close to an area that has a lot of development going on in the east part of the city. This potential bank is currently in the draft prospectus phase, which is a preliminary review of the site. A more in-depth study would be conducted if the intial evaluations return with positive results. This property would be an opportunity for the City to obtain more wetland credits. Mr. Sullivan mentioned the City also has a wetland bank near Otter Lake and Main Street, which should be inspected in the spring for potential maintenance needs such as burning or thatch removal. Mr. Nelson mentioned an update to MLCCS data would be evaluated in the future with the DNR. DRAFT MINUTES Environmental Board October 27, 2021 Page 3 Mr. Sullivan asked for clarification and recommended staff work on this update and periodically update the Board on its progress. Mr. Nelson confirmed, noting he could call attention to updates when we have development reviews in these areas. Mr. Sullivan shared his experience working with the Adopt -a -Drain program and the importance of cleaning up the storm drains before winter. Mr. Nelson noted the next newsletter has an article about the Lawns to Legumes program, which has good information and links related to rain gardens and native plants in general. Mr. Sullivan mentioned importance of long-term maintenance of raingardens. Mr. Nelson responded long term maintenance requirements are written into installation agreements and there are grants available for installation and maintenance of raingardens. Mr. Sullivan requested the Board get a chance to look at a maintenance agreement in the future. Mr. Sullivan inquired about whether or not the City has residents who have ponds in their yards that are connected to the City stormwater system. Mr. Nelson said yes and working on this project would require ordinance updates to allow residents to install their own stormwater pond aerators. Mr. Sullivan asked for a map of some ponds in this category be presented to the Board in the future. Mrs. Holmes asked if the situation of increased manganese in the City's water supply could be included in the educational outreach efforts on water conservation. She also asked about the possibility of including wildlife impacts in development reviews and the Natural Resources section of the work plan. Mr. Schwartz seconded the idea of including wildlife impacts as well as impacts to the greenway system and adding both to the annual work plan. Mr. Nelson responded these ideas can be added into consideration for future developments. This work plan was already approved by City Council, but these items can be incorporated into future development reviews. The manganese water issue has been largely dealt with by Public Works, Engineering, and Utilities staff, and the City has recently increased their enforcement of watering restrictions. The education focuses on trying to limit water use during heavy irrigation periods. A feasability study was conducted on implementing a new water treatment plant for the City. Mrs. Holmes requested future outreach include a clearer connection between water quality, water conservation, and the current situation with manganese content. DRAFT MINUTES Environmental Board October 27, 2021 Page 4 Mr. Schwartz added education on this connection between wells, water conservation, and water quality would encourage residents' efforts to conserve water. Mr. Sullivan agreed wildlife impacts should be kept in mind both for endangered and threatened species and more common native species. Mr. Sullivan asked for updates on local businesses taking part in recycling related grant programs. Mr. Nelson noted roughly one business per year took part in this program and staff can update the Board with new businesses using the program. Mr. Nelson provided an update on evaluating the feasability of biodegradable pet waste bags for use in public trails and parks noting that, due to cost, containment of the excess nutrients, and health risks to workers, it does not seem feasible to switch from the typical plastic pet waste bags. Mr. Sullivan asked why do we not want the pet waste to break down with the bag it is in. Mr. Nelson responded breakdown outside of landfills has the potential to impact groundwater and the workers and keeping the waste contained seems to be the most important. Mr. Sullivan noted when the Board discussed this issue before the importance of picking up waste and adding stations was connected to groundwater quality. Mr. Nelson then presented the Annual Tasks List. Mr. Nelson noted 47 oak wilt trees were marked this year. Mr. Schwartz wanted to know where oak wilt was most prominent. Mr. Nelson responded areas around Lois Lane, Rohavic Lane, and Linda Lane were three hotspots with heavy oak density that are experiencing oak wilt. The City has been working with homeowners to coordinate root trenching services. Mr. Nelson provided an update on the current status of the heron rookery on Lake Peltier Island. The island's ash tree population is dying as a result of the emerald ash borer. A tree planting sponsored by the Rotary club added 8 trees to the island in October. Mrs. Holmes asked about the nesting habits of the blue herons on the island and how the loss of trees will impact their re -nesting habits. Mr. Nelson said he is not sure if they reuse nests, but assumed they did due to the nests all being concentrated in one part of the island. The herons use other tree species on the island for nesting. Mr. Sullivan shared a brief overview of how recycling tonnage is collected and how the SCORE grants work in conjunction with Anoka County. DRAFT MINUTES Environmental Board October 27, 2021 Page 5 Mrs. Holmes inquired about whether there has been outreach to other waste haulers in town to see if they would offer curbside organics recycling similar to what Walter's offers. Mr. Nelson responded haulers are required to accept specific materials per city ordinance, but one of the issues pertaining to organics is that there are only two locations within the Twin Cities metro area where the materials can be taken to. He provided a brief update on the Rice Creek compost site expansion project, but noted the locations of the compost sites are a barrier to entry for curbisde organics recycling. The City has about 400 households signed up to use the program compared to 35-40 for Walter's curbside service. The convenience of the City's program being offered for free likely brings in more residents. He added staff could look into curbside organics program availability with the other haulers. Mr. Sullivan asked Mr. Nelson to confirm the City does not receive tonnage credit when residents bring materials to the Rice Creek Compost Site. Mr. Nelson confirmed. B. Organics Program Overview Mr. Davis presented an overview presentation of the City organics recycling drop-off program. The overview covered the specifics of site locations, resident participation, tonnage and materials collected, signage and contamination, and prospects for future program growth. Ms. Cavegn and Mrs. Holmes commended Mr. Davis on the presentation and the work he has done on the organics drop-off program. Mr. Sullivan recounted the history of the organics drop-off program, including having volunteers monitor sites and the use of locks to limit contamination. He proposed the Environmental Board take a trip to the sites in spring and educate residents on organics and composting. Mr. Parsons asked how considerations are made for contamination in larger scale operations. Mr. Nelson provided an explanation of how certain materials have different levels of acceptable contamination. Glass is an example of a material that would lead an entire load to being deemed garbage, whereas few numbers of plastic bags would not be enough to trash a load. Compost sites like the Rice Creek site also have staff available at all times of operation, meaning contamination rates are very low due to the nature of having supervision at all times. Building enclosures also act as a measure to keep contamination down. Mr. Sullivan mentioned he is interested in having the Environmental Board take a trip to the new Rice Creek Compost Site once the expansion has been completed. DRAFT MINUTES Environmental Board October 27, 2021 Page 6 VIII. ADJOURNMENT Mr. Schwartz made a MOTION to adjourn the meeting at 7:40 p.m. Motion was supported by Ms. Cavegn. Motion carried 7 - 0. DRAFT MINUTES ENVIRONMENTAL BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Andy Nelson, Environmental Coordinator MEETING DATE: November 30th, 2021 REQUEST: Final Plat for MTO Properties Addition and Site Plan Review for Thrivent Financial Building APPLICANT: MTO Properties Attn: Ben 011ila 3747 White Bear Avenue North White Bear Lake, MN 55110 OWNER: BACKGROUND Ben 011ila and Mike Trudeau 4486 1191h Circle NE Blaine, MN 55449 The applicant is requesting approval of a Final Plat for MTO Properties Addition and Site Plan for a Thrivent Financial office building located at the northwest corner of the intersection of Hodgson Road (County Road 49) and Blue Heron Drive. The parcel is in the Neighborhood Business zoning district. This staff report is based on review of the following submittals: oo Thrivent MTO Properties Site Plan prepared by Progressive Architecture, dated 11-11-21 oo Certificate of Survey with Inventory Resource Map prepared by E.G. Rud and Sons, Inc., dated I I-11-21 oo Tree Inventory and Removals prepared by E.G.Rud and Sons Inc., dated 11-11-21 oo Civil Plan Set prepared by Plowe Engineering, dated 11-11-21 oo Wetland Delineation Report prepared by Jacobson Environmental, PLLC, dated 6-26-19 oo Soil Boring Report prepared by Haugo Geotechnical Services, dated 10-29-21 oo Site Drainage Narrative and Calculations prepared by Plowe Engineering, dated 11-05-21 oo Landscape Plan prepared by Calyx Design Group, dated I I-10-21 ANALYSIS General Site Characteristics Per the applicant's narrative, the proposed plan involves development of the 1.02 acre parcel, zoned NB -Neighborhood Business, to house a Thrivent Financial office building. The development will include a building with a 2,873 sq. ft. footprint, a 20-stall parking lot, sidewalk, patio, and trash enclosure. Stormwater will be treated with a pond on the north side of the building. Land CnvPr Pre -settlement land cover (Marschner) was wet prairie. Wet prairie is typically dominated by grasses, with some sedges present and less forbs than in mesic prairie. In the absence of fire, wet prairie will have higher concentrations of trees and shrubs. Minnesota Land Cover Classification System (MLCCS) data indicates mostly short grasses and mixed trees with 51-75% impervious cover and deciduous shrubland. Trees on the parcel are mostly cottonwoods, but there are also Siberian elms, a couple of oaks, aspen, and a row of staghorn sumac along Hodgson Road. Rare, Unique, or Significant Resources A Natural Heritage Information System request should be submitted to the MN DNR to identify any rare, threatened, endangered, or special concern species that have been documented within one mile of this site. Any species identified as a result of this information request may indicate additional steps required, such as distributing a fact sheet on Blanding's turtle to contractors. A Blanding's turtle (Emydoidea blandingii) nesting site may be on the parcel just north of this proposed project, so there is potential for this species to be present within a one -mile radius of the site. Rice Lake is a significant resource. This 560-acre shallow lake has a maximum depth of 4.75 feet. It was listed as an impaired water in 2010 for nutrients and eutrophication biological indicators, which will impact the stormwater pollution prevention plan as noted below. Soils Soil types according to the Natural Resources Conservation Service Soil Survey Geographic Database include: Zimmerman fine sand in the southeast portion of the parcel, Lake beaches and Rifle mucky peat in the northwest portion. 2 Five soil borings were performed. All borings detected primarily poorly graded, fine grained sand. Ground water was detected at 10-12 feet in the 3 boring in area of the proposed building pad, and at 7 feet in one of the borings associated with the infiltration basin. Stormwater Management A stormwater management plan has been submitted and will receive a full review by the Engineering Department. The following summary review is based upon the same stormwater management plan and drainage calculations. Development of the site includes 10,873 sq. ft. (24.6%) of the total 44,258 sq. ft. area of the site becoming impervious surface. While zoning requirements allow for up to 65% impervious surface, the fact that the parcel is in the Shoreland Overlay brings the allowable impervious surface down to 60%. The site as proposed is in compliance with this requirement. Existing Conditions Per the Drainage Calculations Report, most stormwater (approximately 0.81 acres) currently drains to the wetland in the northwest. The rest (approximately 0.21 acres) drains southeast to Blue Heron Drive where the water enters the stormwater system through an inlet and heads to wetland and ultimately to Rice Lake. Proposed Conditions No impacts are proposed to the wetland in the northwest. An infiltration basin, along with a rain guardian and forebay for pretreatment, will ensure that the proposed impervious surface addition will not increase rate or volume of stormwater runoff for the 2-, 10-, or 100-year storm events. 2-YEAR 10-YEAR 100-YEAR EXISTING (CFS) (CFS) JCFS) WETLAND (111) 0.14 0.57 2.05 BLUE HERON DRIVE (1121 0.06 0.28 0.99 2-YEAR 10-YEAR 100-YEAR PROPOSED (CFSI (CFS) (CF5) WETLAND (111) 0.05 0.40 1.89 BLUE HERON DRIVE (RI) 0.06 0.17 0.47 Stormwater Pollution Prevention The Stormwater Pollution Prevention Plan (SWPPP) notes the locations of several Best Management Practices (BMPs) that will be installed to minimize erosion and sediment leaving the site. 3 These BMPs include a rock construction entrance, silt fence (including redundant silt fence in the proximity of the wetland to the northwest), inlet protections, and riprap for energy dissipation at pipe outfalls. The infiltration basin, rain guardian, and forebay will provide pre-treatment of stormwater. Being that this site will drain to an impaired water, Rice Lake, stabilization of exposed soil areas must occur within 7 days after the construction activity in that area permanently ceases. Flood Plain Site does not fall within the flood management zone. Shoreland District Site falls within Shoreland District. This will impact setbacks, lot widths, design criteria for structures, and other factors that will be reviewed by Planning, Engineering, and Building staff. There are limitations on vegetation alteration in the Shoreland District, but the alterations in this case are related to construction and uses permitted in the zoning district, which are exempt from these limitations. Impervious surface must not exceed 60%. This proposed project includes approximately 25% impervious surface. Greenway System The wetland on the site is noted in the Greenway System, due to inclusion in the Wetland Management Corridor, which classifies it as Natural Resource Conservation Area. Being that there are no impacts proposed to this wetland and that a future proposed trail would be in the County right-of-way on Hodgson Road, there are no additional Greenway System related concerns for this site. Wetlands Per the Wetland Delination Report, a 0.015 acre wetland area was delineated within the project area. This wetland meadow/shrub swamp was dominated by reed canary grass (Phalaris arundinacea) and tussock sedge (Carex stricta). No impacts to this wetland are proposed. This wetland is part of the Wetland Management Corridor, so a vegetated buffer with an average of 50 ft. and a minimum width of 25 ft. will be required per Rice Creek Watershed District rules. M Alternative Urban Areawide Review (AUAR) Considerations The site is not within the AUAR environmental review boundary. Drinking Water Protection The site is in the Drinking Water Supply Management Area (DWSMA) and is moderately vulnerable. Aquifer vulnerability assessments determine which potential contaminant sources must be managed in DWSMAs. In moderately vulnerable areas, wells and tanks must be managed. This site will be connected to City water and sewer. LANDSCAPE PLAN 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 loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. The plan calls for removals of 59 trees, 58 of which will not require mitigation because they are in the Basic Use Area and not in an Environmentally Sensitive Area. One tree is in a Natural Resource Conservation Area and will require 2 mitigation trees to be planted. Preservation and mitigation standards have not been met. 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 area landscape standards call for 1 large tree and 3 large shrubs per 2000 sq. ft. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs 27,250 sq.ft. of open space calls for: 14 large trees and 42 large shrubs Provided: 14 large tree equivalents and 0 large shrubs There are 5 existing trees (cottonwoods) that will be credited as 11 large trees. Existing trees are credited at the following rates: 5 Existing Tree Value deciduous deciduous trees trees under trees between over over 12" DBH {�" DBH or 6"-12" DBH Tree Size or evergreen evergreen or evergreen trees over 20' trees under trees between tall. 12' tall 12'-20' tal Tree I large tree ? large trees lame trees Value 3 large tree equivalents are included in open space landscaping. Siberian elms and trees that were not identified to species will not receive existing tree credit. Open areas landscape standards have not been met. 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. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. Buffer and/or screen will be required between the parking lot and right-of-way along Hodgson Road and between 6681 Blue Heron Drive and the project site. Also, the buffering shrubs cannot be planted under tree canopy as shown in the landscape plan. The row of plants between the parking lot and right-of-way needs to be a double row of triangulated plants. The row of Techny arborvitae between 6681 Blue Heron Drive and the project site would meet requirements, but they cannot be planted under tree canopy. Buffers and screens as planned do not meet the requirements. Canopy Cover 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 effect, and improve aesthetics. Canopy cover standards call for a minimum of 40% canopy coverage. Vehicular hardscape planned: 5,800 sq. ft. Canopy cover requirement: 2,320 sq. ft. Canopy cover provided: 1,925 sq. ft. The 3 large trees near the future parking lot add 1,800 sq. ft. of canopy cover. The crabapple near the accessible parking space is worth 125 sq. ft. 2 Canopy cover requirements have not been met. Foundation Landscaping 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 environment. These standards apply to building fronts and sides facing public or private streets. 2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs The applicable building faces are the northeast and southeast sides, which are approximately 90 ft. and 40 ft. respectively. The foundation plantings required: Northeast side: 2 large trees and 6 large shrubs Southeast side: 1 large tree and 3 large shrubs The plans indicate: Northeast side: 0 large trees and 3 large shrub equivalents Southeast side: 1 large tree equivalent and 6 large shrubs equivalents The foundation landscape requirements have not been met for the northeast building face. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. The area at the base of the infiltration basin will be seeded with MN DOT 33-261 stormwater mix. The rest of the site will be turf sod, aside from an area northwest of the infiltration basin that is scheduled for native seeding, though the mix is not specified. RECOMMENDATIONS Staff recommends the MTO Properties Addition Final Plat and Thrivent Financial Site Plan Review be forwarded to the Planning and Zoning Board and City Council with the following comments: 7 1. A Natural Heritage Information System request must be submitted to the DNR to identify any rare, threatened, or endangered species that have been documented within one mile of the site. 2. Exposed soils must be stabilized within 7 days due to proximity to an impaired water (Rice Lake). This must be noted in the plans. 3. Preservation and Mitigation standards require 2 additional trees to the planted. Consider oaks in the turf area between the building and Hodgson Road. 4. Open area landscape standards require an additional 42 large shrubs to be planted in open areas. 5. Buffer and screen requirements have not been met. A double row of triangulated plants is needed for the area between the parking lot and right-of-way on Hodgson Road. Also, plants should not be planted under future tree canopy. A fence might be a better option to screen the project site from 6681 Blue Heron Drive. 6. Canopy cover requirements have not been met. An additional 395 sq. ft. of canopy coverage is required. 7. Foundation landscape standards have not been met. An additional 2 large trees and 3 large shrubs will be required for the northeast building face. 8. A seed mix must be specified for the area scheduled for native seed northwest of the infiltration pond. 9. Mulch should be type 3, with MCIA tags provided to the city at time of install. 10. Rolled erosion control product shall be category 25 natural net, per city standard specifications. ATTACHMENTS 1. Aerial Photo 2. Site Plan (A1.0) 3. Certificate of Survey with Inventory Resource Map 4. Grading, Drainage, and Erosion Control Plan (sheet C1.1) 5. Existing Drainage Conditions (pg. 3/36 of Drainage Report) 6. Proposed Drainage Conditions (pg. 15/36 of Drainage Report) 7. Tree Inventory/Removals 8. Landscape Plan (Sheets L1.1 and L1.2) MTO Properties Addition Parcels g yJ c yJi.afi► r a F' ti5a � y i. r � r 1in=188ft N A November 16, 2021 Map Powered By DataLink wsb SITE PLAN 1 " = 20'-0" PROJECT T OWNER/CLIENT THRIVENT - EDGEWATER TEAM 6776 LAKE DRIVE SUITE #160 LINO LAKES, MN 55014 PRIMARY CONTACT: BEN OLLILA ben.ollila@thrivent.com 651.288.7580 ARCHITECT PROGRESSIVE ARCHITECTURE 4920 OTTER LAKE ROAD WHITE BEAR LAKE, MN 55110 SCOTT MOWER smower@progressivearch.com LANALARSON Ilarson@progressivearch.com 651-292-1061 STRUCTURAL ENGINEER DUPRE CONSULTING HUDSON, WI NORM DUPRE 651-468-6581 NDUPRE.CONSULTING@GMAIL.COM CIVIL ENGINEER PLOWE ENGINEERING 6776 LAKE DR. STE#110 LINO LAKES, MN 55014 CHUCK PLOWE chuck@plowe.com 651- 361-8233 SURVEYOR RUDD SURVEYING 6776 LAKE DRIVE STE 110 LINO LAKES, MN 55014 JASON RUDD JRUD@ERUDSURVEYING.COM 763-786-6007 LANDSCAPE ARCHITECT BEN HARTBERG PRINCIPAL LANDSCAPE ARCHITECT HANNAHLoPRESTO DESIGNER & MARKETING LEAD 651-788-9018 SITE MATERIALS MATERIAL SQUARE FT. PAVING 5997 CURBING 1 12 TRASh ENCL05URE 72 51 DEWALK/FATIO I G77 SUB -TOTAL 7858 BUILDING 5Q.FT. 2673 TOTAL IID5URF. 10,731 24.240 TOTAL LOT 51ZE 44,258 PARKING SPACE REQUIRED ::M SPACE REQ. D' OFFICE USE SPACES REQ. D' BUILDING 2873 SQUARE FT. 1 /200 14.3G ADDITIONAL 5FACE5 REQUIRED 3.0 TOTAL SPACES REQU I RED 17.3 G SPACES PROVIDED ACCE551BLE STANDARD 9'x 18' 19 TOTAL SPACES 20 * LOADING AREA 15 CONCRETE WALK ADJACENT TO ACC, SPACE SK CC RE NC 11 /11 /2021 10:15:45 AM CERTIFICATE OF SURVEY WITH INVENTORY RESOURCE MAP � U�� N�� N�N�� N� U�NV� ��V��NN��NNNV�N� �� w~ PROPERTIES �� , ADDITION � ��w~�� =��N�= =�N��0*=� N��N N � � PROPERTIES N N��n*� �m�"m �� ' � ��w~� �� » LEGAL DESCRIPTION NOTES Out|otA\RICE LAKE ESTATES, Anoka County, Minnesota. TOTAL GROSS AREA: 44,2S8S.F. /1.02ACRES\ 10096 WETLAND AREA: 599S.F. (0.01ACRE3) 1.3596 RIGHT OFWAY EASEMENT: 837S.F.(O.O3ACRES) 1.8996 ZONED: NB- NEIGHBORHOOD BUSINESS PDO - PLANNED DEVELOPMENT EXISTING GUIDANCE: COMMERCIAL PROPERTY IS IN THE MUSA DISTRICT. SOILS LEGEND Lb DENOTES LAKE BEACHES Rf DENOTES RIFFLE MUCKY PEAT �� [�ENOTESZlMMERMAN FINE - - SAND 696TO 1296 SLOPES �� OENOTESZl�4�4ERMAN FINE - - SAND 1296TO 2496 SLOPES DENOTES SOILS BOUNDARY LINE PER WEB SOIL SURVEY - Field survey was completed by E.G. Rud and Sons, Inc. on 06/23/2020. Soil Borings Staked on 10-39-2021. - Bearings shown are onAnoka County datum. - Fee ownership is vested in Benjamin O||i|a and Michee|Trudaau. - Parcel lDNumber: 30-31-32-24-0087. - Curb shots are taken at the top and back of curb. - This survey was prepared without the benefit oftitle work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of current title commitment oran attorney'stit|e opinion. - Wetland Delineation completed by Jacobson Environmental. - Underground utilities shown per Gopher One ticket no. ZO1SO3SS8. - Sun/eyed premises shown on this survey map is in Flood Zone (Areas determined tobeoutside the O.396annual chance f|oodp|ain.), according to Flood Insurance Rate Map No. 27003CU344EConnnnunity No. 270015 Panel No. 0334 Suffix E by the Federal Emergency Management Agency, effective data December 16, 2015. BENCHMARK MNDOT STATION NAME: OTTER »4NDTRESET ELEVATION: 941.08(NAVD88). THEE DETAIL DENOTES POINT NUMBER DENOTES ELEVATION DENOTES TREE QUANTITY ^ DENOTESTREE SIZE ININCHES ' - ---DENOTESTREETYPE I NEIGHBORHOOD CONTEXT SCAUE^1oo=100o I m �\889.9 yu yu ZONED: GB - GENERAL BUSINESS -A 885.0 NORTH LINE OF GOVERNMENT LOT 2, EWET1-10 CPP 888.2 yu yu yu yu/ EDGE OF DELINEATED 2 887. WETLAND AS LOCATED "E \C1 �� yu � -- 8869 , � \ \|` !` o..^ CD 888.9 Rf 593 \A �� `� ' N�� N N~� -- t88,=�^v ` NORTH ��' � � � � � ��- `� GRAPHIC SCALE ~~~~ '`, � °�^�^' �^�`' aO O 10 aO 40 ~, � `� ��` �8.' ` 0888.e "�" rxs�-�a� se#s '' ' zwzo�00 '.- --- ' '~~~ / DYCD = 20 lE%�I z zo9 ` p-' mm5 \ ' ~` , ~� sun�',,',^ ^ovv�, \ 09 `/ 4 � - oo** cwE�I'5 ~+ � ''^''- .o»v» ` `� ^� ^mmo 890.9 � � ` ' .89O8 �� ^»�� ' , / ., -41 1595 ,/886.3 887. x 00 00 00 887 886.8 85.1 888.4 8.88.0 1886.2 � LEGEND. 0 DENOTES IRON MONUMENT FOUND ASLABELED o DENOTES IRON MONUMENT SET, MARKED RLS#41 O DENOTES CATCH BASIN «»5z.s* DENOTES EXISTING SPOT ELEVATION s« DENOTES GAS VALVE DENOTES GUY WIRE B8 DENOTES HAND HOLE 'C' DENOTES HYDRANT DENOTES LIGHT POLE CTz^ DENOTES POWER POLE (D DENOTES SANITARY SEWER MANHOLE -�� DENOTES SIGN DENOTES STORM SEWER APRON 0 DENOTES STORM SEWER MANHOLE F1:1 DENOTES TELEPHONE PEDESTAL DENOTES WET LAND ..��.�� DENOTES EXISTING CONTOURS DENOTES TREE LINE -----n*u----- DENOTES OVERHEAD UTILITY ------oA«------ DENOTES UNDERGROUND GAS LINE -----r/ssn----- DENOTES UNDERGROUND FIBER OPTIC LINE -------'/-------' DENOTES EXISTING SANITARY SEWER ------>>------ DENOTES EXISTING STORM SEWER v� -------/------- DENOTES EXISTING WATER MAIN r---1 DENOTES BITUMINOUS SURFACE ^ DENOTES CONCRETE SURFACE F_--^--��7 DENOTES GRAVEL SURFACE DENOTES STAKED GE[)-TECHNlCAL N BORING LOCATIONS \ T- -- -- --`�- -- -- -- -- -- -- -- 893.0 890.7 890.6 891.6 892.5 216 2168 2165 zM N86012'�2 ............. NOT FIELD VERIFIED- 14-18 892.7 COTS 90.8 2122 2128 892.2 892.1 892.5 892.2 - ^oez3 `` -1�� S78 ^u�^ �v` «��, ^ ~oo��o'` '-,,cor� / ' / ,891.8 --' .wn� ~~ / '4" / / lb cv / / / may .-`� ' `�-891.8 .89 05 cb CD 891.8 qj 891.7 8/91.9 /x COTS 890.32 TC / \891.2891.1 '^ ` ` EXISTING HOUSE / \1b`- --' r / \892,3 890.7 890.1 rw "�`� '~ \ ' ` / \ l hereby certify that this survey, plan or r-,_-was ,r-,----' me or under nnydirect supervision and that lanne duly Registered Land Surveyor under the laws of the State of Minnesota. Date: 11-11-2021 License No. 41S78 CHECK BY: JER FIELD CREW: JR NO. DATE DESCRIPTION BY ��D Professional ~ N Land �� W�N�N�� NN��N� ��m��N��m��mm�N ��mm�� Surveyors ��m� � U �� Lake U��~�� U�� ~�� ^ �� U�mN�� N�� N N� xvxv�.��rm�.�omn N ~ N �~ ��N�N ��~N �� N�� mmm�� a�� N�NN� �� N�� 5 Tel. (651) 361-8200 Fax (651) 361-8701 S. �� ~ �� =.=== " " ~� " SHEET " ~� " TOTAL DISTURBED AREA 0.82 ACRES Know what's below. Call before you dig. EDGE OF DELINEATED WETLAND AS LOCATED ON JUNE 23, 2020. 886.0 SETIP41578 ILL ILL ILL � Q �Cb P� 886.9 -L / EWET1-7,p 10 / 8c TC)P ME 886.0 TREE2 EWETI-6 DOUBLE SIL TY FENCE (OR EQ JIV. u PERIMETE CONTROL DEV CE) FOR GRADE z 36. AREAS LESS T iAN NE 50 FT. FROI I Qa �xf WETLAND ED 3E (TYP.) 1595 887.6 TREE2-10-6 888.4 \ 885.8 1-op OO i EWET1-3 CO 1O 90 885.0 m r °\3� 9 EWETl-10 \ 9 F- ' 10' WIDE EOF = 889.80 . Op�pG INSTALL SEED WITH o� STABILIZATION BLANKET \ .... - 886. o88.9a ninnnn\ 9�'3 / SETIP41578 y0 2184i _ s 892.4 COT3-.12- 14- 18 2186 892.7 COT22 * 891.9 x 891.1 2152 892. 2 N� COT16 8! 0 0 SILT FENCE (TYP.) TRASH x8917 ENCLOSURE (SEE ARCH...�'� PLANS) N; 0 �/ M CH a° Io E STING P� 891 / TRANSFORMER 892.2 � 89.45 (° : %s 891 PAD EL. 892.70 � 3' TRANSITION \ / +,�P� U PROP. FROM B618 CURB / Qe �� sOq.:' / B6-12 s FOR ENTRANCE TO CURB 3 \ B612 CURB FOR / / p2 (TYP.) PARKIN( LOT $9Z 28� /�� °°� PROP. TYP. LIGHT .... POLE 891.8 / e / (TYP.) 890 g a°/ FOR ANCE SOIL AMENDMENT AREAS / O (TYP.) (DISTURBED AREAS ONLY) / 00 S x 891.7 / �b' ` 1. ON -SITE TOPSOIL TO BE STOCKPILE 2. AFTER GRADING, LEAVE AMENDMENT AREAS �1. COT8 e� O 4, R15.0 °/ $�� jx SUBCUT8" 3. ALLEVIATE COMPACTED SOILS (PLOW OR TILL) / 87 / TO A MIN. DEPTH OF 2" cord 4. APPLY 8" OF STOCKPILED TOPSOIL GP 5. APPLY 2.5" COMPOST MEETING: TO 5.1. 8-13% SOIL ORGANIC MATTER 89 .24 ��`r a 5.2. PH SUITABLE FOR TURF SEEDING 0 5 10 5.3. NOTE: RETAIN RECORDS & RECEIPTS FOR / MATCH G °� ° \ ti° Pay /, COMPOST DELIVERED TO SITE FOR RCWD EXISTING P�� `(� INSPECTIONS \ 1.1 x ±889.92 L) �� 6. ROTOTILL COMPOST INTO TOPSOIL TO A MIN. /GP j oQ/ 1 INCW= 10 FEET , DEPTH OF 8" BY USING A PRIMARY TILLING ti OPERATION SUCH AS A CHISEL PLOW, RIPPER ENTRANCE DETAIL OR SUBSOILER DRAWN BY: DESIGN BY: M.Q.A. C.W.P. \ Al 9q o2�q CHCKD BY: PROJ. NO. SITE SEQUENCING c0 M.Q.A. 21-1998 L Z, ��ds9 0��1 • PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE ORIGINAL DATE: \ �dP000 DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY TO INSPECT EROSION OCTOBER 18, 2021 s CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. \ • THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. -7/ Vj, \ 0 FOREBAY INLET PROTECTION (TYP.) e c� �O i - ROCK CONSTRUCTION ENTRANCE i y �REMOVE'EXISTING CURB AS NEEDED & INSTALL CONCRETE DRIVEWAY ENTRANCE ; REPLACE EXISTING CURB DISTURBED BEYOND ENTRANCE; ANY /REPAIR OF EXISTING STREET BITUMINOUS SECTION DISTURBED / DURING CONSTRUCTION IS / INCIDENTAL ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF ONCE PER 2 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. • ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN (14) DAYS • THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. • THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF z 0 W LZ' U 07 W 0 z 0 07 W W H- Q 0 BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON a) ESTABLISHMENT OF VEGETATION. (6 N • THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. a) co O N • PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID CL c a) co FACILITIES ONCE SITE HAS BEEN STABILIZED. � 0) c co r- c •- 3 .o w 2 • IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION 5 co CONTROL BLANKET AS NEEDED. Q a) o Cz ._ • THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. c U • THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES & OVERFLOWS. • UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. J • EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE L SILT FENCE PLACED ON DOWNSTREAM SIDES. _0 • IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. Z Q OTHER POLLUTION CONTROL MEASURES o U3 Qi W Z CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE COLLECTED AND y Z REMOVED ACCORDING TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID WASTE MANAGEMENT W COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. m U3 W W m go 0 z Q Q LU W 00 Q� z Q z �0 HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN NECESSARY, HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE MANUFACTURER. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL, LICENSED WATER MANAGEMENT COMPANY, AS REQUIRED BY LOCAL REGULATION. OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL am __ r 0 U z_ 0 < (� PREPARED FOR: CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH MTO PROPERTIES SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN. VEHICLE CLEANING - NO ENGINE DEGREASING IS ALLOWED ON -SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A DEFINED AREA ("BONE YARD") ON -SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY. SPILL PREVENTION AND CONTROL - ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON -SITE. SPILL KITS WILL BE STORED ON -SITE AND ALL SPILLS WILL BE CLEANED UP IMMEDIATELY DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF -SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP AND PROPERTY DISPOSED OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE CONSTRUCTION BEGINS. SOIL STOCKPILES - INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL STOCKPILES. LOCATE SOIL OR DIRT STOCKPILES SUCH THAT DOWNSLOPE DRAINAGE LENGTH IS NO LESS THAN 8 M (25 FEET) FROM THE TOE OF THE PILE TO A SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS OR STAKED SILT FENCE. PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN -PLACE UNTIL AT LEAST 70% OF SITE VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS AS FAR AS PRACTICAL FROM STORM DRAINS, DITCHES AND PONDS. DO NOT ALLOW RUN-OFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF PROPERLY. THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. GRADING, DRAINAGE, AND EROSION CONTROL PLAN (11 "=201) MTO PROPERTIES ADDITION SITE PLANNING & ENGINEERING ENGINEERING, PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 10 20 1 INCH = 20 FEET C1.1 EXISTING DRAINAGE AREAS NORTH 4 0 20 40 1 INCH = 40 FEET 1 V.eJ VN 886.0 88. .34 88 \ 87. ��a \ \ .3 c� �b 593 Ewe S \ \ TR E lOp x $$ \ $$6.� oc) 8. 9 \ \ \ EWE�1--6-60 T E2-16-12 x889.3 S6 95 F 88 96 890.5LLJCS 13V� � r ~ 89 � ELM2-11 `16 0� � 886.4 � x m CE AR-8FJ \ �r EWETl0 x889.0 9 \px890.9 \ c ti / m 90.8 0^ a9o.9 \\ \F e9 ISBW' x890 $9Q0 rxs90. p 0.•' SB#3"83 .9 x891.1 \\\\ 89 ' �91.4\ x \ �\ 89 �j 9 BgoP �p x 891.3 \ 813Q�6 B 2,91. sp\ \oQ \8 89 893.22 21 (2@9� 4 \ S 9 x891;6 6 O, SSp�1_ 22SSS" OTll \\ 1. 91.6 89 B x8S1. 892dOTI COS : \ 2AF; $2176 181 893.2 \: 92.4 892 �J 9 \� ''•. 91 1' 892.5 COT2 14-20�.., COT T�4 93. 'IP4 8 �: PL \•....... \ OT2-10-ry � )� 21: 2 r0 x890.3891.3 x890.4 5 \ c 890 e89 $ 215SE*1 C6F31 Tl \ 892.0 G 91.5'dgICOT2-8-14.....................:.8 9, \ 2.15$" 2125 p�'o p�C�p 8 -89 0.4 COT • 2154 21 891? 24 92.9 e\ 89s1.8 89 O 891.90E �q� eS�CO ZCOT2-21 \ N $9 x 891.9 2 �\ 892 2 21 S.F.\ s g Z455 2, 892.,3............ 2 'F� 89 . 8921 T3- $OTIl 2 1 $ .O A Yp EL 1. COT16 CO ' COTll\COT18 E92.1 , 7.1 2128 Sp\ 0 cyy 0 21*T �391.5 \891.3 x892:f1..,, $9 .1 0 ELM6 \\ \\ T 6 OT2- 2O fAj/2 T�9 9 9.3\ : x 89 .0 x891.7 ` 9fw- c \\O' ..X84�Y2'' ., 92i3 Se 6 S !� 898 9 f.8: S� $92.5 892. x 891 O r9'a .... $9z. B\ coT $9 x 89 .3 \'''8 lTl 92.5 8 2138 / x 892.4 91.6 \ 92.,GOT19 CU 9 B92.1 x 9 1.8 8 � 212.3 891.Crr�9s.3 i'� / 891.5 C©T�4 / o� 6 x891.9 x891.8 / / 6 ii t9 o � x 1.3 / / • �yL x891.6 89/20 \ O� 9 x891.2 $O 11/11/2021 IPROPOSEO ORAINIIGEIIREAS 887.2 . 886.0 . ** L/. . 886.1 888:9 .......�N 88. q87 90 \ U) .5 8 2 886,9 4t5897.5 EW TRE&n -'s U, 5 44!p 89 888.2 5.0 88' ,TREE -1 89.3 EWETI-6 .8 88 LLJ 886.4 EWETI-5 15 890.. 8v 8 TREE2- -6 .9 1-/88,6.3 887. 8 EWETI-4 93 gq;�,691.4 00 03 3.2 9 cl) x 8 p6 g�7.4 888864 ............... po, 8 PROPOSED BUILDING X 8 x891. -o ..885 8 2,873 S.F. WETl-'Y T1 \ \ r -5C P41578 s 41578 8 91.5 w8mq3 x889.1 x 890.4 ry Po %D 800 9b AS 89 x 891.9 21S. 9 2i 8 9 Cp ...... x 89 1.. .00 Z)o Via" a E 889.5 EWETI-1 x 692:(Q.. 890. TC 2 u x 891.7 x 8 x 8 2 01 8s9.2 /891.8 x x x89 89.. x892.4 1 889. x8 1.8 91.Cr 89 "Cc, vy -8 x 6 1.3 x891.6 89 NORTH 1. -891.2 O O ..w, C.. 4 9 8 .4 x8go 0 20 40 1 INCH = 40 FEET 11/11/2021 TREE INVENTORY / REMOVALS --of-- MTO PROPERTIES ADDITION - --for-- MTO PROPERTIES TREEINVENTORY POINT NUMBER TREE TYPE & TRUNK # SIZE TREE TO BE REMOVED 1592 ELM 10 1593 TREE 10 1594 TREE(2) 16&12 1596 CEDAR 8 X 2087 COTTONWOOD 11 2088 COTTONWOOD 8 2111 COTTONWOOD 13 X 2112 COTTONWOOD 6 X 2113 COTTONWOOD 17 X 2114 COTTONWOOD 17 X 2115 COTTONWOOD 8 X 2116 COTTONWOOD 6 2117 COTTONWOOD 15 X 2118 COTTONWOOD 12 X 2119 COTTONWOOD(2) 12&14 X 2120 COTTONWOOD 18 X 2121 COTTONWOOD 11 X 2122 COTTONWOOD(2) 6&6 X 2123 COTTONWOOD 7 X 2124 COTTONWOOD 18 X 2125 COTTONWOOD(2) 24&24 X 2126 ELM 6 X 2128 ELM 6 X 2132 ELM 8 2133 ELM 8 2135 COTTONWOOD 30 X 2136 COTTONWOOD 11 X 2137 COTTONWOOD 19 X 2138 COTTONWOOD 38 X 2139 COTTONWOOD 24 X 2140 COTTONWOOD 19 X 2141 COTTONWOOD 19 X 2142 COTTONWOOD(3)(2) (3)14&(2)18 X 2150 COTTONWOOD 9 2151 COTTONWOOD 14 2153 COTTONWOOD(3) 8&12&15 X 2154 COTTONWOOD 8 X 2155 COTTONWOOD 11 X 2156 OAK 7 X 2157 COTTONWOOD(2) 8&14 X 2158 COTTONWOOD 6 X 2165 COTTONWOOD(2) 14&20 X 2166 COTTONWOOD 15 X 2168 COTTONWOOD 8 X 2169 COTTONWOOD 8 X 2170 ASH 8 X 2171 COTTONWOOD 18 X 2172 COTTONWOOD 17 X 2173 COTTONWOOD 20 X 2174 COTTONWOOD 11 X 2175 COTTONWOOD 12 X 2176 COTTONWOOD 14 X 2179 ELM(2) 11&16 X 2181 COTTONWOOD(2) 10&11 X 2183 POPLAR 8 X 2185 COTTONWOOD 13 X TOTAL CALIPERS = 921" TOTAL CALIPERS REMOVED = 809" LEGAL DESCRIPTION Outlot A, RICE LAKE ESTATES, Anoka County, Minnesota. NRTFR - Field survey was completed by E.G. Rud and Sons, Inc. on 06/23/2020. Soil Borings Staked on 10-29-2021. - Bearings shown are on Anoka County datum. - Parcel ID Number: 30-31-22-24-0087. - Curb shots are taken at the top and back of curb. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - Wetland Delineation completed by Jacobson Environmental. - Underground utilities shown per Gopher One ticket no. 201603668. - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map No. 27003CO344E Community No. 270015 Panel No. 0334 Suffix E by the Federal Emergency Management Agency, effective date December 16, 2015. EST.1977 Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 ZONED: GB - GENERAL BUSINESS NORTH LINE OF GOVERNMENT LOT 2, SEC. 30, TWP. 31, RNG. 22 ----- I I l EDGE OF DELINEATED WETLAND AS LOCATED N89�02'S0"E ON JUNE 23, 2020. ---�/ 886.0 ��..,............� 103.34 SETIP41578 _�............. .........• \ S 891.6 ' n° 9 r 20 if \ \ �O ,\ 2 cbb 1593 887.5 TREE-10 1594 - 888.2�Ss 00 \ 0 0 00 TREE2-16-1200 X a 2179 OO \ \\ 890.5 ' \ ^ �Fi-I O 1596 ELM2-11-16 X889.8 0 CEDAR-8 \ O O41 , \ \ l 1595 887.6 _9 TREE2-10-6 890. XCOT12 / i - i a OD .... 2173 Y Go C9892 89 / i zl7z X \ \ / 1 CO71 ` y 21690T2 `892.9 8912 _ 8919 COT1.7.. ...... '� i GOT8 2171 \ p c / 2166 X 2170 892.5 \ 89 9s 892.8 COT18 892.3 COT15 X ASH8 1 X Y ` X 893. X892. 2176 \ 0 oy �0 888.0 2183 COT8 892.4 cb� 9� COT2-14-20C 54. 6r� 891.9 892. 14 ..•' 893 7 B 892.1 SETIP41578 POPLS 892.5 .. x \ o 2 » SETIP41578 COT2-10-11 < N86 12 22 y►T .................. ' \ r 1 ) NOT FIELD �� VERIFIED-/ \ COT3=12 \ r T \ i 892 4 2185 14-18 892.4 -I- I \ A \ COT13 2157 „'„ . - 11 . ;-`, \ p G O ` 892.0 qs ` COT2 8 14 2186 y 892.7 rX COT22 2158 � 2125 X 892.9 2154 891.9 2156 2124 x 893.8 \'•. r 891.9 891.9 COT6 892.5 COT2-24 rp COTS OAK7 COT18X \ V� S/, •, i �� 0o X 2122 43,421 S.F. \ s� c ,e�•, ✓ / r 2153 892.4COT221230.00 ACRES) X.2'155 892.2 COT7 2Y32 CP r COT3-8-12-15 891.9 2 891.5 2133 215Z COT11 2121 2120 $9 ELM8 891.3 892 0 2126 ELM8 ILL 0 892,4 2151 892.2 COT18 892.4 �O 2� COT16 892.2 COT11 LM6 O O• COT14 A 212s 91.5�I \i7129�i O� o A .LM6 1 8 215 2119 XC�!\2 �9 vV r cgs 89201 892.2 COT2-12-14 A f COTS 2116 2118 _ COT12 ".. s%.9T�TO'j% r e 9r 891.9 2114 892.3 T Lpf 8 \' ':COTE 2115 892.2 XI L �� A 892.2 COT1702117 2113 /�V92.7 / \� \\ �O : 1 / 891.9 ��- ��CCCOT15 C0T17 DA �� 4-- I ... 2142 �R 892.5 2135 2136 1 / \ �� Qy� 1 .2 Vat Q 211'2•.., COT3-14-2-18 892.0 y \ �0 �ti 888.9 889 % L 892.1 '' X COT30 891.8 X 9 \ ��+ COT6 2141 8 2 .... COT11 0 000 ��++COT13 891. 892.2 892 2 X / / . O°j G ' •... COT19 ., 2140 2137 - / f �G� 0• � S 889 3 yG & 892.5 892.2 / 0 P5 92. COT19 COT19 2138 / �0\� / r I 892.1 0 rCOT38 �` 0 891.9 891.8 / 1 / QF J,`; O \ / 2139 P I X 892.392.: / � �Q, A.. O . 1 COT24 / Il 891.8 41`� 891.3 P5 i 891.6 �\ �`�� / 2088 e w 891.7 COT8 I / 2087 891.7-110 / \ / COT1 / \ 891.2 891.1 Q / / \ do EXISTING HOUSE / Q, I 890.9 o / � V 890.1 \ FNDIPCA* NORTH GRAPHIC SCALE 20 0 10 20 40 I INCH = 20 FEET BENCHMARK, MNDOT STATION NAME: OTTER MNDT RESET ELEVATION: 941.08 (NAVD88). LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 ❑ DENOTES CATCH BASIN X 952.36 DENOTES EXISTING SPOT ELEVATION GV DENOTES GAS VALVE DENOTES GUY WIRE ❑H DENOTES HAND HOLE �Cr DENOTES HYDRANT 0 DENOTES LIGHT POLE DENOTES POWER POLE Os DENOTES SANITARY SEWER MANHOLE DENOTES SIGN DENOTES STORM SEWER APRON OD DENOTES STORM SEWER MANHOLE ❑T DENOTES TELEPHONE PEDESTAL DENOTES WET LAND ..... ........•"•.. .. .... DENOTES EXISTING CONTOURS DENOTES TREE LINE oHU DENOTES OVERHEAD UTILITY -GAS- DENOTES UNDERGROUND GAS LINE FIBER DENOTES UNDERGROUND FIBER OPTIC LINE > DENOTES EXISTING SANITARY SEWER >> DENOTES EXISTING STORM SEWER DENOTES EXISTING WATER MAIN DENOTES BITUMINOUS SURFACE L- - _ J L- - _ J DENOTES CONCRETE SURFACE T 1 DENOTES GRAVEL SURFACE L_ - _✓1 OO DENOTES STAKED GEO-TECHNICAL BORING LOCATIONS TREE DETAIL DENOTES POINT NUMBER -=' DENOTES ELEVATION tiq� ,o�0_� DENOTES TREE QUANTITY oP DENOTES TREE SIZE IN INCHES DENOTES TREE TYPE X" DENOTES TREE TO BE REMOVED I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JASON-E-RIJD Date: 11-11-2021 License No. 41578 DRAWN BY: JEN JOB NO: 200617BT DATE: 11/05/2021 CHECK BY: JER FIELD CREW: JR 1 11/11/21 Revise Sheet Layout JEN 2 3 NO. DATE DESCRIPTION BY S:\RUD\CAD\20PROJ\200617\200617BT.DWG 200617BT - SHEET S2 \ \ w \ - \ \ Landscape Materials Le end: p DRAWN BY: DESIGN BY: H.L. H.L. \ \ CHECKD BY: PROJ. NO. B.H. 21-175 Proposed Turf Sod Native Seed Area - See Civil Plans \ . — .. — .. — — w � Landscape Requirements: / 41�� ,� (a) Foundation Landscape: 2 Large Trees + 6 Large Shrubs per 100 If of Building: o Q� : ` :=.'r. 2631f Building = 3 Trees and 18 Shrubs (b) Open Areas Landscape: a w 1 Large Tree + 3 Large Shrubs 2,000 Open Area: NATIVE GRASS SEEDING per sf of 27,250sf = 14 Trees and 42 Shrubs in o / V PER CIVIL PLANS GRADING PER CIVIL PLANS �;� c Basic Use Area Trees To Be Removed: 34 BUA Mitigation Trees Required: 0 (Non -ESA) w 01 �� , , �� , , �� , , .::. r:-w .:.::_ \ (d) Non -Basic Use Area Trees To Be Removed:10 TURF SOD FROM BACK OF \ Non BUA Mitigation Trees Required: 20 (Non -ESA) Q CURB TO PROPERTY LINE. (e) Existing Trees As Credit: 12 0 : SEED/SOD LINE \ (f) Required Bufferyards: Between Parking Lot and Public ROW - 30" Hgt. Between Parking Lot and Single Family - 72" Hgt. Tree Canopy Coverage Calculations: .,� 6,000 X 40 /o = 2,400sf required Gross Trees Owed: 37 / _ / Less Existing Tree Credit: 12 g 3 O :. i LANDSCAPE EDGER AND r WOOD MULCH PER NOTES New Trees Required: 25 New Large e Trees: 8 .... ....:. PATIO = ; New Medium Trees: 15 New Small Trees: 2 W 3 _ / \ \ O Total Coverage Provided: 3 700sf � • ::': ':.; -.`: -`:�:.:':;._ T�JRF:�O ACCENT BOULDER TYP 2 \ _ _ \ \ SEE LANDSCAPE NOTE. \ Landscape Requirements: \ \ EASEMENT LINE TYP. \ , 1 .See Civil Engineer's plans for grading layout and requirements. 9 p 9 9 Y q - �':�: .: <::. .:.:...........:: _ �:.�::'::.• 2. Contractor to coordinate all work In the city right-of-way with NATIVE GRASS SEEDING City of Lino Lakes Public Works Department. PROPOSED BUILDING PER CIVIL PLANS \ 3. Sod all disturbed areas except lant beds and mulch beds. p :. :......::... . ^fir SEED/SOD LINE 4. Install tree mulch ring on new trees planted in turf and seeded areas. r...::.. - .:..::...- ..�;, 5. Refer to Sheet L1.2 for Plant Schedules Notes and Details. NATIVE GRASS SEEDING RIPRAP PER CIVIL PLANS 6. All existing utilities must be field verified and located. o PER CIVIL PLANS ° ° ' / EXISTING TREES, TYP.ca `.`: Z E ENTRY SEED/SOD LINE -::. .. r 3' BUFFER ROW ,� \ o CoCA z 'r LU a / MONUMENT SIGN. SEE ° LU LU HVAC UNITS :.:. :::::. ..,........ ... .. BY OTHERS / / :...... _....:....., .. ;:....:. :: ' :' ;:: :° ARCHITECTURAL PLANS i _ W LU FL Ld :. LANDSCAPE EDGER AND o J PAVING PER =' WOOD MULCH PER :.. -.NMI CIVIL PLANS -( SIDEWALK PER NOTES ca CIVIL PLANS TRANSFORMER TRASH ENCLOSURE. SEE —' �: ARCHITECTURAL PLANS �� / _ � 2' ROCK STRIP FOR PREPARED FOR: J_ / VEHICLE OVER-HANG.:sD: � = �; \ ZIA \ THRIVENT FINANCIAL TURF SOD FROM BACK OF \ SITE PLANNING CURB TO PROPERTY LINE. 000, & ENGINEERING EXISTING VEGETATION � PLOWE TO REMAIN. 6' BUFFER ROW, SEE ELEVATION v �-EX. % V �.::_':��..:v:.. / A \ ENGINEERING, INC. 6776 LAKE DRIVE � � / , \ SUITE 110 LIGHT POLE PER ELECTRICAL ��,:. / "�! :: / \ \ �� u �, U TALL EVERGREEN BUFFER, DOUBLE ROW l � PARKED VEHICLE LINO LAKES, MN 55014 \J / \ G U PHONE: (651) 361-8210 FAX: (651) 361-8701 A,a. / \ VIEW FROM ADJACENT PROPERTY e e \ EXISTING HOUSE ti° w / `` cdg / LANDSCAPE PER PLAN PARKING LOT PER CIVIL PLANS / CALYX DESIGN 1 PARKING LOT SCREENING STRATEGY - CROSS SECTION GROUP \ / ' NOT TO SCALE Landscape Architecture Sustainable Design \ \ / \ ` / EXISTING TREES, TYP. / Planning 475 Cleveland Avenue N. Suite 101A Saint Paul, MN 55104 N telephone: 8.9018 Internet: www.calyxdesigngroup.com www.calyxdesigngroup.com \ , / LANDSCAPE PLAN s�ALF_: i" = 20'-0" NORTH � Landscape Notes &Requirements: DRAWN BY: DESIGN BY: WIDTHS MAY VARY PLANT SG�-IEDULE H.L. H.L. V-6" (MIN.) 1. Tree saucer for individual trees outside of a plant bed to be four inches (4") depth natural single -shred hardwood mulch. Install per tree planting detail. Do not place mulch against tree SEE PLANS CHECKD BY: PROJ. NO. trunk. Remove wire and burlap from top third of root ball before final soil back -fill and mulch. FACE OF WALL OR BACK OF CURB. EVERGREEN TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY B.H. 21-175 j MULCH PER LANDSCAPE NOTES 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities &erosion control. 1/8" PROFESSIONAL BLACK STEEL EDGER WITH STAKES EVERY 18" (MIN). RYERSON Pd Picea glauca ' Densata' Black Hills Spruce 6' Hgt. B&B 1 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs OR EQUAL. shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. _ _ o • III -III _ _ -III - FINISHED GRADE 0 0�... 1=III=III=III=11I II1=_-_ � 0 Tt Thu a occidentalis Techn ' 1 y Techn Arborvitae y 6' H t g B&B 29 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. _lII-III-II1=III-I III -I MI MI III- I= I=III=III=III-I - 1 I _ 3 OZ. NEEDLE -PUNCH FILTER FABRIC, TURN -UP 5. All proposed plants shall be located and staked as shown. I I I=1 I I -I I I -III -I I 111= M I M � AT EDGES, OVERLAP SEAMS 4". I I=I I I =I I II I II I II I II I I PITCH SUB -GRADE TO DRAIN AWAY OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city 1 p p p Y 1 q p pp g g Y q Y I II I II I II I II III=III=III-'' FROM BUILDING WALLS & CURBS. review and approval. NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION. PLANT BED WIDTH VARIES, SEE PLAN. Art Acer rubrum 'Red Rocket' Red Maple 2.5" Cal. B&B 1 Z 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant SUBMIT MULCH, EDGER, AND FABRIC SAMPLES FOR APPROVAL. deliveries to coincide with expected installation time within 36 hours. 1 TYP MULCH DETAIL a . Br Betula nigra River Birch 6' Hgt. B&B 1 8. All plant materials shall be fertilized upon installation as specified. L1.2 NOT TO SCALE r U O7 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. Co Celtis occidentalis Common Hackberry 2.5" Cal. B&B 2 W 0 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant I ( O U) establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. Plant bed drainage concerns during NOTES: Ov2 Ostrya virginiana Ironwood 2.5" Cal. B&B 1 W plant installation shall be brought to the attention of the Owner and General Contractor immediately. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. STAKE TREES ON SLOPES OF4:1 OR GREATER W PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT USING METHOD NOTED IN DETAIL 4. 11. Contractor shall establish to his/ her satisfaction that soil and Compaction Conditions are adequate to allow for proper drainage at and around the building site. LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL Te Tilia cordata 'Erecta' Littleleaf Linden 2.5" Cal. B&B 1 LU BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner THE CROWN.FIELD Q acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest STAKE TREES FOR LANDSCAPE ARCHTE T THEAPPROVALOFTHE Q Control. INSTALL 6" WHITE DRAIN TILE TRUNK GUARD ORNAMENTALTREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY 13. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 20% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, Y,ANDROAT THE TA rE,TREN EETOVER sIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT Ct Crataegus x mordenensis 'Toba' Toba Hawthorn 1.5" Cal. B&B 3 BALL. TREES WHERE THE TRUNK FLARE IS NOT 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. SET TOP OF ROOT BALL FLUSH TO MULCH RING 6FT. VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. DIAM.MIN. SFT.DIAM. MS2 Malus x 'Pink Spires' p Pink Spires Crab Apple p pp 1.5" Cal. B&B 2 GRADE OR 1-2 IN. HIGHER IN SLOWLY PREFERRED 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. DRAINING SOILS. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. �T I_ WOOD MULCH. DO NO PLACE MULCH IN -ram . I _-'41N.HIGHEARTHSAUCER BEYOND EDGE OF - ROOT BALL (FOR ISOLATED TREES ONLY). SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY 17. Irrigation: The landscape contractor shall furnish an Irrigation Layout Plan for head -to -head coverage of all tree, turf and shrub planting areas. Use commercial -grade irrigation 9 p g Y g p g � g �( _ CONTACT HWEEDFREEFWITH TREE K. FOR THE MULCH WEED -FREE FOR AFTER L -I _ - REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP f LII1 FROM TOP THIRD OF ROOT BALL. ' Am Aronia melanocar a Morton TM I� Iro uis Beauty Black Chokeber GI Y rY 5 al. g Pot 3 sq* equipment and provide product cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval prior to installation. Coordinate irrigation PLANTING. _ IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, connection point, controller, back -flow and valving locations with the mechanical engineer, architect, & general contractor. Include 1 fall shut -down and spring start-up in irrigation bid. Sch 80 PVC sleeves necessary under areas to be coordinated between the landscape contractor, irrigation contractor, excavator, contractor, and General Contractor. NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND SOIL (EQUAL MIX OF COMPOST, SAND & SOIL) PER CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 0 Ca Cornus alba ' Regnzam' Red Gnome Dogwood 3 gal. Pot 12 ` paved paving NOTES. ENSURE TREE PIT PASSES REQUIRED PERCOLATION TESTING. 18. All edger shall be professional grade black steel edger, 1/8" thickness. Anchor every 18" on -center (minimum). Submit sample. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DI Diervilla lonicera Dwarf Bush Honeysuckle 3 gal. Pot 16 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off -site during landscape work activities. Report any damage to the General Contractor immediately. 2 DECIDUOUS TREE PLANTING -SECTION 44*: L1.2 NOT TO SCALE 0 HI Hydrangea paniculata 'Little Quick Fire' Little Quick Fire Hydrangea 3 gal. Pot 6 20. Mulch: Unless otherwise noted/indicated, plant beds shall receive local Western Red Cedar mulch over fabric weed mat, per detail. Submit mulch sample for Owner approval. Do not install weed mat under perennials, with the exception of ornamental grasses. Where noted, rock mulch at parking lot beds shall be 4" buff limestone over 5oz. free -draining geotextile fabric. 0 if Juniperus chinensis'Sea Green' Sea Green Juniper 5 gal. Pot 23 21. All planting, seeding, and sodded areas shall be prepared prior to installation activities with a harley power box rake or equal to provide a firm planting bed free of stones, sticks, construction debris, etc. ON CENTER SPACING AS STATED ON PLAN Cc Juniperus sabina'Monna' Calgary Carpet Juniper 3 gal. Pot 12 22. Turf Soddingand Seeding activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2014 edition, for turf bed preparation, installation, g Y g g p p WIDTH ALLEXTENDAMINIMUMOF6 ONDTHELE EXCAVATIONPLANTS INCHES BEYOND THE PLANTS ROOT SYSTEM. INCHES BEYOND maintenance, acceptability, and warranty. Turf Seed installation to include TWO years of maintenance in the bid price. This includes mowing, weeding, & spot -spraying invasive weeds no 'Anthony less than 3 times per year. Maintenance also includes re -seeding bare patches larger than 6" in any direction, and fertilization no less than twice per calendar year. An acceptable stand Sa Spiraea x bumalda Waterer' Anthony Waterer Spiraea 2 gal. Pot 18 = of seeded turf is lush, full, and weed -free. PLANTING SOIL PER NOTES. O 3" DEPTH WATERING BASIN 23. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. MULCH PER NOTES Vb Viburnum trilobum 'Bailey Compact' Compact American Cranberry Bush 5 gal. (Min. 18" Height) Pot 4 C J FINISHED GRADE W 24. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Q / ` ` PLANT ACCORDING TO PLANTING DETAILS FOR ISOLATED ANNUALS/PERENNIALS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY Z = LLI 0 25. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. p p gg g Y PLANTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. W O Hh Hemerocallis x 'Happy Returns' Happy Returns Daylily 1 gal. Pot 71 C LLl II 26. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This y Q includes silt curtain fencing and sediment logs placed in the landscape. `y U 3 TYPICAL SHRUB PLANTING - SECTION C, 27. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coordinate with the general contractors on L1 2 GRASSES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, etc. NOT TO SCALE M 'El C Z Q Ce Calamagrostis x acutiflora Dorado' El Dorado Reed Grass 2 gal. Pot 20 J 28. See Site and Civil plans for additional information regarding the project, including infiltration area soils and sub -surface drainage requirements and performance. NMI 29. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf sod shall have no less than 6" of imported top soil, areas designated for shrubs, trees, O Cx2 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 1 gal. Pot 40 and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. 30. Percolation Testing: Landscape contractor must prove the open sub -grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of NOTE: water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth CONIFER TO HAVE SHREDDED holes augured every 36" on -center and filled with MnDOT Free -Draining Coarse Filter Aggregate. Re -test sub -grade percolation for compliance to infiltration minimum requirement. HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE IN PREPARED FOR: 31. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nursery stock CONTACT WITH TRUNK. ~o PLACE ROOT BALL SO THAT BASAL traceability, proving none of the materials provided contain or are genetic strains of the neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, & FLARE IS 1" ABOVE SURROUNDINGLL TH RIVENT thiacloprid and thiamethoxam. 00 GRADE. Lu IS BLE FINANCIAL ENSURINGR HACTOR E TREES ARE ION AIPLUMBR 32. Accent Boulders: Where noted on the layout plan, the landscape contractor shall furnish and install a 48"X36"X30" tall Niagra Limestone boulder with flat -form character top and o < POSITION THROUGHOUT THE WARRANTY bottom. Install boulder over a 4" sand setting bed, adjust plants and mulch around boulder. Typical of (2) boulders where shown. Field verify final location in the field with Owner prior to o w PERIOD. installation. W LL o <- ROOT BALL TO SIT ON MOUNDED SITE PLANNING &ENGINEERING � SUBGRADE, REMOVE BURLAP W m FROM TOP 1 /3 OF ROOT BALL 2 0 c� MULCH - 4" DEEP - SEE SPEC PLOWE wa w 00 / PLANTING SOIL - SEE SPEC. TOPSOIL ENGINEERING, INC. 8 SOD 6776 LAKE DRIVE SUITE 110 nXn :.. ,, ,. i-'� LINO LAKES, MN 55014 SUBGRADE PHONE: (651) 361-8210 TOMAHAWK TREE STABILIZER STAKES. MINIMUM (2) PER TREE. FAX: (651) 361-8701 _ 11 - DRAIN SYSTEM IS NECESSARY 111-11 I11-11 11 11-11- 1 1I 7 r FOR HEAVY CLAY SOILS. 4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER TWICE BALL DIAMETER Ilk W/ 6" FILTER FABRIC. 4 CONIFEROUS TREE PLANTING - SECTION cdg CALYX DESIGN L1.2 NOT TO SCALE GROUP Landscape Architecture Sustainable Design Planning 475 Cleveland Avenue N. Suite 101A Saint Paul, MN 55104 telephone: 651.788.9018 internet: www.calyxdesigngroup.com LANDSCAPE DETAILS, NOTES AND SCHEDULES ■ ENVIRONMENTAL BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Andy Nelson, Environmental Coordinator MEETING DATE: November 30th, 2021 REQUEST: Conditional Use Permit for Precision Tune Auto Care of Lino Lakes APPLICANT: Brian Lubben 4501 Hunters Ridge Road Minnetonka, MN 55345 OWNER: Paul Selbitschka 5550 Lilac Street Lino Lakes, MN 55014 BACKGROUND Precision Tune Auto Care is currently located at 550 Lilac Street. The applicant is proposing to relocate their existing business and construct a new 4,125 square foot facility on a 0.7 acre parcel located at 7910 Lake Drive. The Land Use Application is for the following: oo Conditional Use Permit: automobile and truck repair oo Site and building plan review This staff report is based on review of the following submittals: oo Civil Plan Set for Precision Tune Automotive Center prepared by Lake and Land Surveying, Inc., dated 11-02-21. oo Drainage Calculations prepared by Lake and Land Surveying, Inc., dated 11-02- 21. oo Landscape Plan prepared by Calyx Design Group, dated 11-08-21. oo Subsurface Geotechnical Assessment prepared by MTM Environmental, Inc., dated 10-01-21. ANALYSIS General Site Characteristics Paul Selbitschka owns the 0.7 acre site. Per the applicant's narrative, the proposed plan involves construction of a one-story, 4,125 square foot building that will replace the existing automotive care facility at 550 Lilac Street. The building will include 6 auto service bays, reception area, waiting area, employee break room, office, and restrooms. The site will also have a parking lot with 25 stalls and one accessible stall. Stormwater management will be accomplished with drainage ditches and infiltration ponds around the perimeter. The applicant is hoping to begin construction in the spring of 2022 and complete construction in the summer of 2022. Land Cover Pre -settlement land cover (Marschner) was oak openings and barrens, an interface area between prairie and woodland with scattered oaks, prairie species, and woodland understory species. Current land cover (Minnesota Land Cover Classification System) on the site includes buildings and pavement with 76-90% impervious cover, and oak forest or woodland with 11-25% impervious cover. Species present on the site today include Siberian elms, quaking aspen, cottonwood, green ash, and spotted knapweed. Rare, Unique, or Significant Resources There are no rare, unique, or significant resources indicated on site. Soils The site is relatively flat with elevations ranging from 813.5 to 816.5 ft. The soil is Soderville fine sand, hydrologic group A. This soil is moderately well drained, has negligible runoff, and is strongly acidic. Group A soils have a high infiltration rate. Two soil borings were performed. These borings are used to determine excavation depths for the portions of the site that will have buildings, pavement, or utilities added. The excavations remove vegetation, topsoil, organic soils, soft clays and other unsuitable soils to prepare for soil corrections that will be suitable for construction. 2 There was no bedrock encountered to depths tested. Groundwater was detected at roughly 12.5 feet in both soil borings. Fill material was found above sand, potentially due to the location of the house that was previously located on the parcel. Stormwater Management The stormwater management plan has been submitted as drainage calculations and stormwater features indicated on the civil plans and the erosion control plan provided. Stormwater management will receive a full review by the Engineering Department. The following summary review is based upon the same stormwater management plan. Currently, the site is nearly all pervious surface, with stormwater infiltrating into the sandy soil. The proposed conditions include 19,615 sq. ft. (64%) of the 30,480 sq. ft. becoming impervious. General Business District zoning allows for 75% impervious surface. Stormwater will be managed by infiltration into drainage and infiltration ponds that encircle the entire site. Overflow will enter the city stormwater system and ultimately head to stormwater ponds in the southeast corner of Lino Park. Per the drainage calculations submitted, the runoff rates for 2-, 10-, and 100-year storms under the proposed conditions will be less than the runoff rates for the existing conditions, thus meeting requirements. -YK _u I dR L. IXIR3A 1 QYR 2A Hit 5MSLM .'a f IR ti ullLtii ? U)PQ$M 0.0 0 00 823 ifEAB RUNOFF S� E UST24G PEAK 00 HL7fti {IFS] TWERFYC'F. fF557}L4NFJQS77NG LM TKAN E?`J i LES$7HANF3{ISTII*;C. Stormwater Pollution Prevention The Erosion Control Plan notes the locations of several Best Management Practices (BMPs) that will be installed to minimize erosion and sediment leaving the site. These BMPs include a rock construction entrance, silt fence around the entire perimeter, Enkamat® for soil stabilization downstream of Rain Guardian Turrets, and erosion control fabric or hydro -seeding for slopes. Final stabilization is set to commence within 48 hours after final grade is established. 3 The Erosion Control Plan also notes that concrete mixing and washout basins will be taken offsite. A concrete washout area should be established for any cleaning done on site. Flood Plain Site does not fall within the flood management zone. Shoreland District Site does not fall within Shoreland District. Wetlands No wetlands have been identified on this site. Alternative Urban Areawide Review (AUAR) Considerations The site is not within the AUAR environmental review boundary. Drinking Water Protection The site is not in the Drinking Water Supply Management Area (DWSMA). The site will be connected to City water and sewer. LANDSCAPE PLAN 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 loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. The grading and erosion control notes mention protecting trees to the dripline. Any trees to be preserved must be protected in accordance with the city tree protection fence details. Tree inventory and tree preservation and mitigation plan must be provided. 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 area landscape standards call for 1 large tree and 3 large shrubs per 2000 sq. ft. of open area. M The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs 6,150 sq. ft. of open space calls for 3 large trees and 9 large shrubs. Provided: 6 large trees or large tree equivalents 18 large shrub equivalents Open areas landscape standards have been met. 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. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. Buffers will be required for the southeast corner of the parcel to screen the residential use, and the west perimeter to screen the parking lot from the right of way and Lake Drive. Existing trees in the easement will provide a buffer for the southeast corner. A 30-inch buffer and/or screen is required to screen the parking lot from the right of way. A continuous 4-5' screen has been provided, but it is not a triangulated, double row. Buffers and screen standards have not been met. Canopy Cover 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 effect, and improve aesthetics. Canopy cover standards call for a minimum of 40% canopy coverage. Vehicular hardscape planned: 13,350 sq. ft. Canopy cover requirement: 5,340 sq. ft. Canopy cover provided: 3,750 sq. ft. Large trees within 7' of hardscape = 5 trees @ 600 sq. ft. each = 3,000 sq. ft. Medium tree within 7' of hardscape = 1 tree @ 250 sq. ft. = 250 sq. ft. Medium tree with hardscape on 3 sides = 1 tree @ 500 sq. ft. = 500 sq. ft. Canopy cover requirements have not been met. Foundation Landscaping 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 5 environment. These standards apply to building fronts and sides facing public or private streets. 2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. The following substitutions are allowable: 1 large tree = 1.5 medium or 2 small trees 1 large shrub = 1.5 medium or 3 small shrubs For 55 linear feet of applicable foundation (the building front), 1 large tree and 3 large shrubs (or acceptable substitutes) are required. The plans indicate 1 large tree within 30 feet of the building, but it is not on the applicable side. The foundation landscape requirements have not been met. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. The Landscape Plan indicates an approximately 3-foot strip of sod around the entire parking lot and right-of-way area abutting Lake Drive. The C7 details page indicates MnDOT 25-131 will be used. This should be clarified. The stormwater management areas will be seeded with Mn DOT 33-261, a mix of native grasses and forbs for use around stormwater ponds. The C7 details page indicates MnDOT 33-262 will be used. This should also be clarified. All areas with trees, shrubs, and turf will be irrigated. RECOMMENDATIONS Staff recommends the Conditional Use Permit for Precision Tune Auto Care be forwarded to the Planning and Zoning Board and City Council with the following comments: 1. Mulch used for stabilization shall be type 3 certified noxious weed free mulch. Minnesota Crop Improvement Association (MCIA) tags must be provided to the City. 2. A concrete washout area should be established on site and identified with a sign. 2 3. Tree inventory and preservation and mitigation plan must be provided to the city. 4. Buffer and screen standards have not been met for the west perimeter, as a triangulated, double row of plants is required. Plants with a shorter mature height (2-3') should be used to form this buffer. 5. Canopy cover requirements have not been met. 6. Foundation landscape standards have not been met. 1 large tree and 3 large shrubs will be required for the west face of the building. 7. Autumn Blaze maples have poor structure and are prone to defects. Replace Autumn Blaze maple with another variety of maple or another species. 8. The landscape details indicate MnDOT 33-261 will be used for the stormwater management areas, but MnDOT 33-262 is indicated on the C7 details page. This should be changed to match the landscape details page (33-261). 9. The landscape plan indicates sod will be used in all areas not planted with MnDOT 33-261, but the C7 details page indicates MnDOT 25-131, low maintenance turf seed. Clarify which of the two turf types will be used and ensure plans match. 10. Irrigation should only be needed for the areas with turf, trees, or shrubs. The stormwater seed mix areas should not require irrigation. ATTACHMENTS 1. Aerial Photo — Precision Tune 2. Erosion Control Plan (Sheet C5) 3. Proposed Drainage Conditions (pg. 4 of 95 of Rice Creek Drainage Calcs.) 4. Landscape Plan (Sheet L1.1) 5. Landscape Details (Sheet L1.2) 6. Notes and Details (Sheet C7) 7 7910 Lake Drive - Precision Tune 1 in=94ft Parcels N T� November 13, 2021 CITY O F Map Powered By DataLink LINO KES wsb 0 ;$;816.26 GRAPHIC SCALE °� I I IN T n INT FP TD n 1D A IN\ T10 p 5 10 20 40 COVER STORM SEWER MANHOLE COVER RIM=817.29817.29 INVERT=813.24t RECORD I DRAWINGS (FIELD VERIFY) OH W OH W TEMPORARY ROCK CONSTRUCTION SITE ENTRANCE PAD, HATCHED, (SEE DETAIL) OR USE EXISTING BITUMINOUS ENTRANCE PAD. INSTALL MANHOLE RIM=817.3f INVERT=813.0f RECORD DRAWINGS (FIELD VERIFY) ------I--ELEVATIONK816.216 ASSUMED OLE INVERT ELEVATION=799.16 IL \4 GU RDIAN TURRET TYPICAL (01 I rf7 I I 00 I I 1 I IN STM 10 13.07 FES INVERT ELEVATION=813.07 � INSTALL ENKAMAT AND RAIN A , --------- 817------------------ ''-- - - - - - - - - - - - - - - - - - - - - - - - - - 816.58 * 816.67 -- Y- 817.18 ,i' X 816.64 816.10 _------ ,, 814.IJ ----- 8" ORIFICE INVERT __ __-------------813---------- STM 815.oa ELEVATION-812.08 -------------- 15"RCP STM - 812.45 r�,815.87 / Ir i \�-� __ ---'_-------------------813-------__ ___-____ x m /'-7 1 -'� I i---- FES INVERT�- �`�-J i ELEVATION=812.54 _____-----814---------- ------ 5 R GP `� ----------------- - - - -815-- `------ ---'--------- - - i _ - / <o 817.35 817.39-------------------- _-__- xan.21 ------ -_ - - - li + f STM CONCRETE CURB -------------------816---------- ---- . _ ___ 816.57 11 I BITUMINOUS PARKING LOT WIRE MESH REINFORCEMENT 816.45 (OPTIONAL) m n r -ENGINEERING FABRIC rF 816.58 irvaiP%LL JILT rLl\VG VR VIV 1[VLL.7, (SEE DETAIL) ( IN FEET ) 1 inch = 10 ft. X 815.52 r' I I I r813.99 I I ' L E G E N D I ` DENOTES EXISTING HYDRANT. I `�\ i,, DENOTES PROPOSED HYDRANT. 9,5.62 i `�\ DENOTES EXISTING SANITARY MANHOLE. I \\ Qs DENOTES PROPOSED SANITARY MANHOLE. ;D; DENOTES EXISTING STORM (DRAINAGE) MANHOLE. I ��\ DENOTES PROPOSED STORM (DRAINAGE) MANHOLE. �\ D4 DENOTES EXISTING GATE VALVE. DENOTES PROPOSED GATE VALVE. ❑ DENOTES EXISTING CATCH BASIN. ■ DENOTES PROPOSED CATCH BASIN. �\ m DENOTES EXISTING TELEPHONE UTILITY BOX. DENOTES EXISTING LIGHT POLE. co_, DENOTES EXISTING UTILITY POLE. DENOTES EXISTING AIR CONDITIONING BOX. 814.10 ED DENOTES EXISTING ELECTRICAL BOX. lip � +814.10 T DENOTES EXISTING UNDERGROUND TELECOMMUNICATION LINE. 0o w- DENOTES EXISTING WATER MAIN. 2 -SS- DENOTES EXISTING SANITARY SEWER. -STM- DENOTES EXISTING STORM SEWER. 814.68 UG- DENOTES UNDERGROUND GAS LINE. y WIRE - UE - DENOTES UNDERGROUND ELECTRIC. -OHw- DENOTES OVERHEAD UTILITIES - o - DENOTES CHAIN -LINK FENCE ------ xxx-------- DENOTES EXISTING CONTOUR 111110- XXX DENOTES PROPOSED CONTOUR SILT FENCE AND/OR BIOROLLS DENOTES PROPOSED DRAINAGE ® DENOTES PROPOSED ELEVATION X xxx.xx DENOTES EXISTING ELEVATION DENOTES CONCRETE SURFACE 1. Sequence of Erosion Control Construction Activities a) Installation of silt fence or Bio Rolls prior to any construction activity. b) Installation of rock construction entrance prior to any construction activity. c) The site shall be re -vegetated within 48 hours of final grading. d) Install landscaping as per landscape plan. 2. Erosion and Sediment Control Measures All best management practices (BMPS) determined by the Engineer to be effective are available for use on the site. BMPs anticipated to be used on the Project include the following: * Silt Fence * Concrete Mixing/Washout Basins shall be taken offsite * Final Landscaping with Seed, Fertilizer, Topsoil or Sod * Street Sweeping 3. Inspection and Maintenance The Contractor is responsible for providing, maintaining and removing all Erosion Control BMPs, as set forth above, which includes all materials, equipment and labor. Owner is responsible for having the Contractor install, maintain and remove the BMPs as set forth above. 814.00 LN1 - - - - - - - - - - - - - - - - - - - - - - - - 812.15 \ 'IL 813.79 \\ \ Y- 814.11 LAKE DRIVE, LAKES, �� E gill QP 55014 Client: MR. PAUL SELBITSCHKA Design by Original date I certify that this plan, specification, or report was prepared by PRECISION TUNE AUTOMOTIVE CENTER JF 10-11-2021 me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. 550 LILAC STREET LINO LAKES, MN 55014 Drawn by Revisions Jonathan L. Farad Date 10-11 -20-2021 Minnesota Reg. No. 16464 PHONE: 651-784-1100 RP LAKE AND LAND SURVEYING, INC. Survey book No. Page title SURVEYING/CIVIL ENGINEERING EROSION CONTROL PLAN 1200 CENTRE POINTE, SUITE 375 S.A.P.number Sheet number of ST PAUL, MN. 55120 PHONE (651) 776-6211 E-MAIL' JONFARACI@HOTMAILCOM 2021.375 I I SEED/SOD LINE r , / RIP -RAP PER CIVIL PLANS Ix I O• Jf 5- PROPERTY LINE NATIVE SEED AREA SEE NOTES. ' :.: �• Am 4 ' \ 30'-TURF SOD STRIP BEHIND CURB, CONTINUOUS. BUFFER PLANTINGS, TYP. X 5 ! X UTILITIES PER 5 X CIVIL PLANS un AV SIDEWALK PER CIVIL PLANS v TRASH ENCLOS-URE PER ARCH. PLANS. r PAVING PE SEED/SOD LINE \PROPERT\7'LINIE / ADJACENT DEVELOPMENT NATIVE SEED AREA SEE NOTES. a f-- SEED�/SOD LINE q Aa I GRADING PER CIVIL PLANS Landscape Materials Legend: Proposed Turf Sod Native Seed Area - See Sheet L1.2 for Mix Landscape Requirements: (a) Foundation Landscape: 2 Large Trees + 6 Large Shrubs per 100 If of Building: 260If Building = 3 Trees and 18 Shrubs (b) Open Areas Landscape: 1 Large Tree + 3 Large Shrubs per 2,000 sf of Open Area: 6,150sf = 3 Trees and 9 Shrubs (c) Basic Use Area Existing Trees To Remain: 0 (d) Basic Use Area Trees To Be Removed: 0 BUA Mitigation Trees Required: 0 (e) Non -Basic Use Area Existing Trees To Remain: 0 (f) Non -Basic Use Area Trees To Be Removed: 0 Non BUA Mitigation Trees Required: 0 (g) Existing Trees As Credit: 0 (h) Required Bufferyards: Between Parking Lot and Public ROW - 30" Hgt. (i) Tree Canopy Coverage Calculations: 13,350 X 40% = 5,340sf required Existing Trees: 0 New Large Trees: 5 New Medium Trees: 2 New Small Trees: 0 Total Coverage Provided: 5,700sf Landscape Requirements: 1. See Civil Engineer's plans for grading layout and requirements. 2. Contractor to coordinate all work in the city right-of-way with City of Lino Lakes Public Works Department. 3. Sod all disturbed areas except plant beds and mulch beds. 4. Install tree mulch ring on new trees planted in turf and seeded areas. 5. Refer to Sheet L1.2 for Plant Schedules, Notes, and Details. 6. All existing utilities must be field verified and located. Consultant: CAL YX DESIGN GROUP Landscape Architecture I Planning 475 Cleveland Avenue N. I Suite 101A St. Paul, MN 55104 telephone: 651.788.9018 internet: www.calyxdesigngroup.com Project: Precision Tune Auto Care Lino Lakes, MINI Certification: Q 5 SCALE: AS NOTED DATE: 11 /08/2021 REVISIONS: i / I co I RIP -RAP PER CIVIL PLANS xnow what's below. \ Call before you dig. LANDSCAPE PLAN: SCALE: 1" = 12'-0" NORTH LANDSCAPE PLAN L1.1 Consultant: NOTES: DO NOT HEAVILY PRUNE THE TREE AT PLANTII PRUNE ONLY CROSSOVER LIMBS, CO-DOMINA LEADERS, AND BROKEN OR DEAD BRANCHES. INTERIOR TWIGS AND LATERAL BRANCHES MA PRUNED; HOWEVER, DO NOT REMOVE THE TE BUDS OF BRANCHES THAT EXTEND TO THE EC THE CROWN. FIELD STAKE TREE LOCATIONS FOR THE APPROVAL OF THE LANDSCAPE ARCHITECT INSTALL 6" WHITE PERFORATED FIELD TILE TRUNK GUARDS BY OCTOBER 15. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. WOOD MULCH. DO NO PLACE MULCH IN ' CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND SOIL ( EQUAL MIX OF COMPOST, SAND & SOIL) PER NOTES. INSTALL TOMAHAWK SUB -SURFACE TREE ROOT BALL STABILIZER HOOKS, MINIMUM OF (2) PER TREE. ABOVE -GRADE STAKES AND GUY WIRES ARE STRICTLY PROHIBITED. MULCH RING: 6 FT. DIA. MINIMUM 8FT. DIA. PREFERRED EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL (FOR ISOLATED TREES ONLY). REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP THIRD OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURE PLANT PITS PASS REQUIRED INFILTRATION TEST AS OUTLINED IN NOTE #27. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DECIDUOUS TREE PLANTING - SECTION NOT TO SCALE PLANT SCHEDULE OVERSTORY TREE CODE BOTANICAL NAME Aa Acer x freemanii 'Jeffsred' TM Co Celtis occidentalis Un Ulmus x'New Horizon' ORNAMENTAL TREES CODE BOTANICAL NAME 0 Ms Malus x 'Spring Snow' COMMON NAME Autumn Blaze Freeman Maple Common Hackberry New Horizon Elm COMMON NAME ON CENTER SPACING AS STATED ON PLAN WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE PLANTS ROOT SYSTEM. PLANTING SOIL PER NOTES. 3" DEPTH WATERING BASIN MULCH PER NOTES FINISHED GRADE PLANT ACCORDING TO PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. TYPICAL SHRUB PLANTING - SECTION NOT TO SCALE SIZE CONTAINER OTY 2.5" Cal. B&B 3 3" Cal. B&B 1 2.5" Cal. B&B 1 SIZE CONTAINER OTY Spring Snow Crab Apple 2" Cal. B&B 2 CODE BOTANICAL NAME COMMON NAME SIZE Am Aronia melanocarpa 'Morton' TM Iroquis Beauty Black Chokeberry 5 gal if Juniperus chinensis'Sea Green' Sea Green Juniper Seeding Specification. -- Seed in the Storm Water Areas (unless otherwise noted on civil plans), shall be: MnDOT #33-261 Stormwater South & West, worked into the topsoil layer at 35.00 Ibs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Stormwater South $ w�4r Common Name Scientific Name Rate (lblac) Rate (kglha) °¢ of Mix Eby weight) Seeds; sq ft big bluesteln Andre o oro oonardii 2.00 2.24 5.72-0,c 7.35 frill ed brome Bromus Gl arus 2.00 2.24 5.73�.'C, 8.10 Virginia wild rye El otters Virgmicus 1.50 1.68 4,28°gib 2.31 fowl bluegrass Poa palustris 1.08 1.19 3.03°gib 50.70 slender wheatgrass El onus tract caules 1.00 1.12 2.85-0,c, 2.53 switchgrass Pang cerru vir atforrr 0.38 0.43 1.07-0,c, 1.93 prairie cordgrass S arVna PLOGrinara 0.38 0.43 1.07-0,o 0.91 Indian wass Sorghastrum nutans 0.12 0.13 4),36fl._ 0.55 blLleoint Calam agros tls canzdensls 0.043 0.07 U,18°_ 6.40 Grasses Subtoto 8.50 9,53 24.29-0`- 80.78 awl-fri.lited sedge Carex sri ato 0.25 0.28 U,71°.. 3.10 €I ark green bulrush Sclr vs a rro vlrens 0.19 0.21 0, 54% 31.70 wool rass Sclr vs cyperinus 0.03 0.07 0,19 gib 39.00 Sedges 8, Rushes Subtotal 0.50 0.66 1.43% 73.80 olden alexanders Zara aurea 0.20 0,22 0.56% 4.79 autumn sneexeweed Heleniunp aertton?pafe 0.13 0,15 0.36% 6.97 marsh (milkweed Ascle ias incarnata 0.11 0.12 0.32°gib 0.20 leafy beqgarticks Bidens frondosa 0.11 0.12 0.31°gib 0.20 Canada anemone Anemone canadensrs 0.07 0.08 0,19°gib 0.20 obedient plant Pla soste is of iniana 0.07 0.08 0,21°gib 0.30 tall coneflower Rudbeekfa lacinista 0.07 0.08 0.21% 0.37 New England aster Symphy0trichuln "Ova'a-arc fide 0.07 0.08 0,19% 1.56 flat -tapped aster Ooeilfro erla ambeiiato 0.0.6 0.07 0.17�.c, 1.50 spotte d J o e p ye weed Eurro cloium ma culatum 0.08 0.07 0,1 a% 2.19 blue verYaill Verbena hastata 0.05 0.06 0,15% 1.85 Fores Subtotal 1.00 1.12 2.85�.c, 15.13 Oats Avena sarlva 25.00 28.02 1 71,43% 11.14 Cover Crop Subtotal 1 25.00 28.02 1 71.43% 11.14 Total 1 35.00 39,23 1 100.00% 180.85 Purpose; Stormwater pond edges. Lein porarilyflooded dry ponds, and temporarily flooded ditch bottoms. Planting ,Area; Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mri Districts 2 west , 3B, 4, Metro, 6, 7 & B. 5 gal. CONTAINER OTY Pot 12 Pot 15 NATIVE SEED REQUIRED MAINTENANCE - 3 YRS: Native Grass and Farb Mixtures (mixtures beginning with the number 3) Year 1 Establishment (spring seeding): I Preaare site - Late Apri - May. 2i Seed - May 1 - June 1. Maintenance: 1) Motu ifi-B inches} -every 30 days after planting until Seotember K. 2)'Need Control - mowing shou d help control annua 'Weeds. Spot saraythistles etc. Establishment (fall seeding): 1i Preaare site - Late August- ear y Seaten•ber. 21 Seed - late Septen•ber to freeze-up. Maintenance (following season): 1i FAow ifi-B inches) -once in May; June and July. 2)'Need Control -mowing shou d keeo annual weeds down. Soot spraythistles etc. Evaluation: 1) Cover crop growing wthin 2 weeks of planting (ex ceA dormant plant ngs,. 2) Seedlings spaced 1-5 inches apart in dri I rows. 3) IN at ve grass seedlings may only be 4-6 inches to I. 4i If there is a flush of growth from foxta I etc., n, ow as necessary. Year 2 Maintenance: 1 i Move i6-B inches) onetime between June 1 - August 15 before weeds set seed. 2) ;."eed Control -mowing Chou d keeo annual weeds down. Soot spray thistles etc. 3% Sowe sites way not require much maintenance the second year. Evaluation: 1'r Cover cropwi I be gone unless winter wh eat was used in afa I planting. 2i Grosses forming clun•ps 1-6 inches apart n drill rows, but sti I short. 3i Son•e flowers should be bloom ng {black-eyed Simons, bergamot etc.;•. 4% If there is a flush of growth from foxta I etc., n, ow site. Year 3 Maintenance: 1'r FAow on y f necessary. 3i 'Need Control - Spot spray th stles; etc. 4i S tes usua Iy do not require much n•a ntenance the third year. Evaluation: 1) P anting should beg it looking like n prair e - tall grasses, f owers etc. Long-term Maintenance: 1)'Need Control - Spot spray th sttes etc. 2) 6uming f3-5 year rotation) alternate spring and fa I f possib e. 3) Faying (3 year rotas on) late summer or early fall. A ternate with burn ng (may substitute for burning;. 4) 6uming two years in a row will real y"clean up rough -looking sites. NATIVE SEEDING INSTALLATION METHOD: Method 1. Drop Seeding Onto Tilled Sites Th s s the "standard" method for seeding native species on prepared s tes such as those on construction projects. A) Site Preparation -The site should be prepared by loosening tooso I to a min mum depth of 3 inches. B) Fertilizer - If not bas ng the fertilizer appl cation on soil test resu ts, the fertilizer used Chou d be a comwercial grade slaw release con•p ete fertilizer app ied at a rate of 30D bdacre at the time of preparing the seed bed for seeding. The fertilizer should contain 10-20-2-- CNPK) analysis. C) Seed Installation -Seed should be installed with a drop seeder that will accurate y meter the types of seed to be planted and keep all seeds uniformly nixed during planting (Tril ion-tyne;. The seeder should contain a m nimum of three seed boxes: a f ne seed box, a box for largelfluffy seeds, and a box for cool season or grains. It should be equipped with drop tubes and a packer assembly to compact the soil directly over the seed. All seeding shou d be done at a r ght angle to surface dra nage. D) Seeding Rates -Rates are specified in the mixture tabulation for the spec Pied m x. E) Harrowing - The s to should be I ght y harrowed or raked follow ng seeding if the seeder does not contain a cutipcker. Landscape Notes: 1. Tree saucer mulch to be four inches (4") depth single -shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. All deciduous trees are measured at 48" from finished grade to determine tree diameter (DBH). All coniferous trees are measured from finished grade to the top of the central leader. If no central leader is present on coniferous trees, that plant is rejected and must be replaced immediately. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material for the duration of the plant warranty, with the exception of turf sod, which shall be maintained for 30 days after installation or until the first mowing, whichever comes first. Contractor must bag clippings from initial mowing and remove from the job site. Any acts of vandalism or damage which may occur prior to warranty start shall be the responsibility of the contractor. Contractor shall provide the owner with O&M information, including (but not limited to), written instructions on proper lawn mowing height, yearly lawn maintenance recommendations, proper plant pruning information, plant & lawn fertilization schedule, and disease/pest control. 13. The contractor shall guarantee newly planted material (turf and plants) for one calendar year from the date of written owner acceptance. Plants that exhibit more than 25% die -back damage during the warranty period shall be replaced at no additional cost to the owner, with a one-time replacement limit. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. Prune dead & broken branches at end of warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17. Replacement and repairs requested by the Owner during the warranty period must be made within 14 business days of the request. 18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off -site during landscape work activities. Report any damage to the General Contractor immediately. 19. Irrigation: The landscape contractor shall furnish an Irrigation Layout Plan for head -to -head coverage of all tree, turf and shrub planting areas. Use commercial -grade Hunter irrigation equipment and provide product cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval prior to installation. Coordinate irrigation connection point, controller, back -flow and valving locations with the mechanical engineer, architect, & general contractor. Include 1 fall shut -down and spring start-up in irrigation bid. PVC sleeves are required to be placed under paved areas. This effort is to be coordinated between the landscape contractor, irrigation contractor, excavator, paving contractor, and General Contractor. If a working irrigation system exists on the property, tie the new system into the existing. 20. Turf Sod activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2014 edition, for turf bed preparation, installation, maintenance, acceptability, and warranty. Sod installer is to place (2) metal sod staples per roll of sod regardless of slope. On slopes 6:1 or greater, install (4) metal sod staples per roll of sod. 21. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 22. The Landscape Contractor shall clear and grub underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Remove trees where noted on the civil plan, including the stump to 30" below grade. 23. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 24. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 25. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coordinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, etc. n 26. To soil Re uirements: All raded areas of the site that are desi Hated on the Ian set for turf shall have no less than 6 of im orted to soil areas desi Hated p q 9 9 p p p 9 for shrubs, trees, and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. 27. Landscape contractor must prove the open sub -grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on -center and filled with MnDOT Free -Draining Coarse Filter Aggregate. Re -test sub -grade percolation for compliance to infiltration minimum requirement. 28. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic strains of the neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam. 29. Wood Mulch: All plant beds (except where noted) shall receive 4" depth locally available single -shred hardwood mulch over fabric weed mat. Submit sample for Owner approval. 30. All edger shall be professional grade perforated steel edger, Coyote or equal. Anchor every 18" on -center (minimum). Submit sample. C A X DESIGN GROUP Landscape Architecture I Planning 475 Cleveland Avenue N. I Suite 101A St. Paul, MN 55104 telephone: 651.788.9018 internet: www.calyxdesigngroup.com Project: Precision Tune Auto Care Lino Lakes, MN Certification: J Q� SCALE: AS NOTED DATE: 11 /08/2021 REVISIONS: LANDSCAPE DETAILS F) Packing - Cultiacking the s to following harrowing is recomn•ended to ensure a firn• seed bed. G) Mulch -The site should he mulched and disc -anchored follow- ng pack ng using one of thefo lowing types of n•u ch Cis Der plans orsoec-al prow sions;: ■ Know vAat i beIQW • Mn1COT Type 3 (MCIA certified weed free n•ulch) ata rate of 2.0 tons per acre. ■ fRall htzfur'e yDG dig. Prairie haylma 4 ulch (MnIDOT Type 7 or 8) at rate of 2.0 tons per acre. LANDSCAPE DETAILS, NOTES, AND SCHEDULES: L 1 .2 GRADING & EROSION CONTROL NOTES • CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS (651-454-0002) 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION. • CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHALL RESULT IN ALL AREAS BEING GRADED TO "PLAN SUBGRADE ELEVATION". THIS "PLAN SUBGRADE ELEVATION" SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS. THE "PLAN SUBGRADE ELEVATION" IN THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS OF VARIOUS PAVEMENT SECTIONS. • ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO CONSTRUCTION ZONE. REFER TO DETAIL. • CONTRACTOR SHALL STRIP, STOCKPILE AND RE —SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL AREAS DISTURBED, TO BE SODDED OR SEEDED WITHIN TWO WEEKS OF FINAL GRADING. • ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION CONTROL FABRIC INSTALLED ON SLOPE. VERIFY RESTORATION METHOD AND SEED MIXTURE. • ALL FLARED END SECTIONS SHALL HAVE TRASHGUARDS • ALL TOPSOIL/VEGETATION TO BE STOCKPILED AND USED FOR TOPSOIL IN PLANTING AREAS AND NON—STRUCTURAL FILL AREAS • THE CONTRACTOR MUST MAINTAIN THE EROSION CONTROL TO THE SATISFACTION OF THE CITY ENGINEER AND RICE CREEK WATERSHED THROUGHOUT THE ENTIRE BUILDING PROCESS. • ALL EROSION CONTROL SYSTEMS MUST BE MAINTAINED BY THE CONTRACTOR IN AN ACCEPTABLE CONDITION UNTIL TURF IS ESTABLISHED AND/OR STRUCTURAL SURFACES ARE CONSTRUCTED TO PROTECT THE SOIL FROM EROSION. • ALL SITE GRADING AND EXCAVATION SHALL BE COMPACTED AS PER THE GEOTECHNICAL ENGINEER'S REPORT. BUILDING PADS, PARKING LOTS AND DRIVEWAYS TO BE CONSTRUCTED AS PER THE GEOTECHNICAL ENGINEER'S REPORT. • ALL TREES TO BE SAVED SHALL BE FENCED OFF AT THE DRIP LINE PRIOR TO SITE GRADING AND EXCAVATION. • ALL SITE GRADING SHALL FOLLOW THE CITY OF LINO LAKES, ANOKA COUNTY HIGHWAY ENGINEER, AND RICE CREEK WATERSHED PERMIT REQUIREMENTS. • DRIVEWAY ENTRANCE, DITCH GRADING, DRIVEWAY CULVERT EXTENSION AND STORM SEWER PIPE WITH DRAINAGE MANHOLE NEEDS ANOKA COUNTY HIGHWAY PERMIT TO WORK IN THE RIGHT—OF—WAY. UTILITY NOTES • CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS (612-454-0002) 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION. • DRIVEWAY ENTRANCE, DITCH GRADING, DRIVEWAY CULVERT EXTENSION AND STORM SEWER PIPE WITH DRAINAGE MANHOLE NEEDS ANOKA COUNTY HIGHWAY PERMIT TO WORK IN THE RIGHT—OF—WAY. 5' LONG NOT TO SCALE ----------------- ------------------- 1---------- 0.5' CREST - --------ELEVATION 916.00 i GROUND ---ELEVATION 915.50 GROUND GROUND GROUND WOLMANIZED TIMBERS WITH GALVANIZED 12" SPIKES EXTEND TIMBERS 2 FEET INTO EARTH EMBANKMENT HORIZONTALLY AND VERTICALLY BROAD —CREST RECTANGULAR WEIR pppp- .�N Ruin ut rulln trs.uur ' • . PRETREATMENT FOR BIO7RETENTION Rain Gardens • Swales • Filtration Basins • Infiltration Basins Maximize Capacity 9 Extend Effective We • Grate/filter/chamber combination captures sediment and debris • Overflow points prevent inlet debris from causing bypass before bioretention reaches capacity "A Rain Guardian is a must for any rain garden. - Steve M., St, Paul, MN SEEDING MnDOT SPECIFICATIONS: THE SITE SHALL BE RE —VEGETATED WITHIN 48 HOURS OF ROUGH GRADING EXCEPT. THE SITE SHALL BE RE —VEGETATED WITHIN 48 HOURS OF FINAL GRADING EXCEPT ALL AREAS WITHIN 20 FEET OF ALL PROPOSED STRUCTURES AS INDICATED ON THIS SITE PLAN. SEED: CATEGORY & MIXTURE NO. 33-262 DRY SWALE/POND — 44 LBS PER ACRE --r•a — 4� u9 The Rain Guardians provide CATEGORY & MIXTURE NO. 25-131 LOW MAINTENANCE TURF — 220 LBS PER ACRE f shpw Maintenance very effective pretreatment along `t..� with etffclent,simplified mainte- VERIFY WITH LANDSCAPE DESIGNER. a` • Sediment and debris removed from chamber with shovel nonce." • Drop -in filter cleaned with broom or hose Noah Czech, City of St. Cloud, MN DORMANT SEEDING APPLICATION RATE SHALL BE DOUBLED (AFTER SEPTEMBER 15). MULCH: TYPE I, DISC ANCHORED — 2 TONS PER ACRE r„ram (10% OR LESS OF SOIL SURFACE VISIBLE). 123 Ears Installation amazing, with)ust o 0.5"rain event each Rain y Guardian captured two 5 goli buckets full of OR ALTERNATE HYDROSEEDING USE RECOMMENDED MULCH AND TONS PER ACRE sediment. Maintenance Is simple and can be • Placement and securing take only minutes accomplished in only minutes.." Brian Sanoski, r } • New construction or retrofits Wright SWCD / AN a ON SLOPES 3:1 OR GREATER SHALL BE COVERED WITH AN EROSION CONTROL BLANKET WITH ANCHORS EXCEPT IF USING HYDROSEEDING. ALSO EROSION CONTROL BLANKETS WITH ANCHORS ARE REQUIRED ON ALL POND AREAS EXCEPT IF USING HYDROSEEDING. Rain Guardian —Turret Standard exterior dimensions: 44" x 49" base, 19.5" total height Turret prices: Pedestrian rated—$1500 Light traffic rated (2456 lb, wheel lood)—$1750 Galvanized steel grate (2-pioce) Anodized aluminum filter frame and fiberglass filter grid Steel reinforced monolithic concrete risor and bass (1,030 lbs.) Manufactured by. ✓t�rCl�i, Tea.'hylpf"). and hanill uv) adrlihonal and I to rhangv baud on ""w"al i ost and ava,hbdny Rain Guardian —Bunker Standard exterior dimensions: 501 x 25.5"W x 15.5"H Bunker price: Pedestrian rated-8850 Galvanized steel grate (1-pioce.) Anodized aluminum filter frame and fiberglass filter grid Pro -assembled composite chamber (50lbs.) 1318 McKay or. NE, Suite 300 Ham Lake, MN SS304 (763) 434.2030 (M•F 8:00.4:30) FERTILIZER: 23-0-30 NPK — 200 LBS PER ACRE TEMPORARY SEEDING AND MULCHING IS REQUIRED ON EXPOSED SOILS PER THE MPCA NPDES REQUIREMENTS. SEED MIXTURE 100B (FALL COVER) AND 110B (SPRING/SUMMER) MUST BE USED — 200 LBS PER ACRE. TOPSOIL — 6 INCHES OF SALVAGED NATIVE TOPSOIL SHALL BE USED TO THE EXTENT POSSIBLE. MINIMUM TOPSOIL REQUIREMENT OF 4 INCHES ON ALL VEGETATED AREAS. REDUCE WEEDS — MOW 2 TO 3 TIMES (30 DAYS APART) FIRST YEAR, 6-8 INCHES OFF THE GROUND MOW 1 TIME SECOND YEAR STREET SWEEPING — REGULAR, IF NOT DAILY, SWEEPING AND CLEANING OF STREETS WILL BE REQUIRED IF TRACTED UP BY CONSTRUCTION ACTIVITY. 7910 LAKE DRIVE, LINO LAKES, MN 5 5 014 C7 Client: MR. PAUL SELBITSCHKA Design by Original date I certify that this plan, specification, or report was prepared by PRECISION TUNE AUTOMOTIVE CENTER JF 10-11-2021 me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. 550 LILAC STREET LINO LAKES, MN 55014 Drawn by Revisions �� Jonathan Date 10-11-20-2021 Minnesota Req. No. 16464 PHONE: 651-784-1100 RP LAKE AND LAND SURVEYING, INC. Survey book No. Page title SURVEYING/CIVIL ENGINEERING + 815.78 DETAILS 1200 CENTRE POINTE, SUITE 375 S.A.P.number Sheet number of ST PAUL, MN. 55120 PHONE (651) 776-6211 E—MAIL' JONFARACI@HOTMAILCOM 2021.375