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HomeMy WebLinkAbout#11 - Drake and DQ Preliminary Plat and PUDSTAFF REPORT CITY COUNCIL DATE: 3/21/23 TO: City Council FROM: Jenni Faulkner, Consulting Senior Planner Nathan Fuerst, Consulting Planner AGENDA ITEM: Drake Motor Partners for Preliminary Plat/Planned Unit Development BACKGROUND: Drake Motor Partners is requesting Preliminary Plat and Planned Unit Development (PUD) approval for a four-lot subdivision to facilitate the construction of an auto dealership (50,527 square feet) and a 3,270 square foot fast-food restaurant. The proposed development is located on Hudson Blvd west of Keats Avenue, abutting the Springs of Lake Elmo development. The developer will be rebuilding a portion of Hudson Blvd in conjunction with the proposed development. Users of two of the lots are currently unknown. The development is proposed as a PUD because the developer is requesting flexibility from the zoning and subdivision regulations. City Council Meeting March 21, 2023 Page 2 ISSUE BEFORE THE CITY COUNCIL: The City Council should review the application in the context of the Comprehensive Plan and City Code. The Council should discuss the proposed development and make a decision on the application by adoption of a resolution with findings and conditions. GENERAL INFORMATION: Applicant: Jon Hauser, 496 S. Broadway, Denver, CO 80209 Property Owner: Ebertz Enterprises, 1147 Clipper Way, Woodbury, MN Location: Two parcels west of Keats Ave and north of Interstate 94 PID#s: 34.029.21.44.0006 and 34.029.21.44.0004 Request: Preliminary Plat/Planned Unit Development (PUD) Site Area: 17.06 acres Land Use Map: Commercial (C) Current Zoning: C – Commercial Surrounding: MDR- Medium Density Residential (north); C- Commercial (east); I94/City of Woodbury (south); MDR- Medium Density Residential and HDR- High Density Residential (west) History: The parcel is undeveloped and currently zoned C. The City reviewed the PUD Concept Plan on November 28, 2022. Wetland: There is a small wetland located in the SW corner of the site Deadline: Application Complete – 2/13/23 60 Day Deadline – 4/14/23 Extension Letter – n/a 120 Day Deadline – n/a Applicable Code: Article 7- General Regulations Article 13 –Commercial District Article 18 – Planned Unit Development Regulations Title 103 – Subdivision Regulations Lake Elmo Design Guidelines PROPOSAL DETAILS/ANALYSIS: Block 2, on the north side of Hudson Boulevard, consists of three proposed lots with one shared private driveway. The proposed auto dealer on Lot 1 will consist of auto sales, service, parts, and a car wash. Automobile sales and storage lots, car wash, and automobile maintenance services are conditional use while automobile parts/supply are permitted uses. There is a large retaining wall on the adjacent residential property to the west. There are existing overhead powerlines along Hudson Boulevard which are proposed to remain. The users of Lots 2 and 3 are unknown at this City Council Meeting March 21, 2023 Page 3 time. The developer has included a list of proposed allowed uses (commercial and light industrial) within the PUD, which should be reviewed and incorporated into the PUD by ordinance. On the opposite side of Hudson Boulevard on Block 1, a fast-food restaurant (Dairy Queen) is proposed. The restaurant will have a drive-through and feature a small inside dining area as well as an outdoor dining area. The site will offer an internal driveway connection to the adjacent retail strip mall. Fast food restaurants are permitted use while drive-in (including drive-through’s by definition) are a conditional use. Conditional uses are being requested as permitted uses within this PUD. Site Data. Total Site Area 17.06 acres Right-of-Way (R/W) 0.09 acres Wetlands 0.09 acres SITE PLAN City Council Meeting March 21, 2023 Page 4 PUD Minimum Requirements. The development is being proposed as a PUD because a private access drive is proposed along with shared stormwater ponding and signage. The developer proposes deviation from the zoning standards and from certain standards in the City’s Engineering Design Standards Manual regulating public and private roads in Lake Elmo. A PUD is a negotiated zoning district, and according to the Lake Elmo Zoning Code Article 18, Planned Unit Development Regulations, zoning flexibility can be granted in order to better utilize site features and to obtain a higher quality of development. When evaluating a PUD proposal, a PUD must meet one or more objectives contained in Article 18 and meet the minimum requirements for a PUD. Identified Objectives. Staff has found that the following objectives are met with the proposed PUD. a) Innovation in land development techniques that may be more suitable for a given parcel than conventional approaches. The shared access drive and stormwater ponding areas allow for more efficient use of land. b) Promotion of integrated land uses, allowing for a mixture of residential, commercial, and public facilities. c) Establishment of appropriate transitions between differing land uses. This overall PUD provides a buffer between the interstate highway and residential uses. There are site specific plantings proposed to buffer the adjacent high density residential uses and there is opportunity for future buffering with future uses on the northerly part of the PUD. d) Provision of more adequate, usable, and suitably located open space, recreational amenities, natural resource protection and other public facilities than would otherwise be provided under conventional land development techniques. This is achieved with shared stormwater ponding. e) Accommodation of housing of all types with convenient access to employment opportunities and/or commercial facilities; and especially to create additional opportunities for lifecycle housing to all income and age groups. f) Preservation and enhancement of important environmental features through careful and sensitive placement of buildings and facilities. h) Coordination of architectural styles and building forms to achieve greater compatibility within the development and surrounding land uses. i) Creation of more efficient provision of public utilities and services, lessened demand on transportation, and/or the promotion of energy resource conservation. With the proposed private access drive, there will be less demand on public services. j) Establishing measures to protect and preserve groundwater storage. k) Allowing the development to operate in concert with a redevelopment plan in certain areas of the City and to ensure the redevelopment goals and objectives will be achieved. Minimum Requirements for PUD. Staff has found that the proposed development does meet the following minimum requirements of a PUD: a. Lot Area: The site area exceeds the minimum lot area for of five acres for a PUD development. Requirement met. City Council Meeting March 21, 2023 Page 5 b. Open Space: The PUD ordinance indicates that at least 20% of the development area not within rights-of-way is to be reserved as open space. Requirement met. As a benefit to the PUD, the application is proposing future development on lots 2-3, Block 2 has a minimum of 25% open space. A condition is included. c. Street Layout: In existing developed area, the PUD should maintain the existing street grid, where present, and restore the street grid where it has been disrupted. In newly developing areas, streets shall be designed to maximize connectivity in each cardinal direction, except where environmental or physical constraints make this infeasible. All streets shall terminate at other streets, at public land, or at a park or other community facility, except that local streets may terminate in stub streets when those will be connected to other streets in future phases of the development or adjacent developments. N/A Requested PUD Deviations: 1. Block 2 lots to have sole access from private driveway. 2. Lot 3, Block 2 to be created without street frontage. 3. Driveway width for combined Lots 1 & 2, Block 2. 4. A deviation to allow compatible, but not the same materials for trash enclosures. 5. Consider the longer front lot line of Lot 1 Block 1 the front (it’s a corner lot). 6. Required screening from residential to not meet the ordinance along the westerly lot line of Lot 1 Block 2 due to steep grade and existing retaining wall. 7. Deviation to not meet the one tree per 50 feet of frontage (along Hudson Boulevard) and parking lot screening due to existing utilities and overhead powerlines that will remain in the boulevard area and proposed sidewalk/trail. 8. Lighting to exceed 0.4-foot candles at the property line between Lots 1-2, Block 2 and on Lot 1, Block 1. 9. Comprehensive Sign Plan to allow off-premises signs for entire PUD; multi-colored digital sign; digital sign exceeding 40 sq. feet; freestanding sign height of 50’; consider the private driveway to be street frontage; increase in number of wall signs; increase in size of wall signs; decreased ground sign setback; and increase in square footage allowed for ground sign and wall signs. 10. Deviations to design guidelines including allowing the trash enclosure on Lot 1 Block 2 to be within the setback area, allowing more than 60% parking frontage on a public street (Lot 1 Bock 1), allow primary colors on Lot 1, Block 1. PUD Ordinance: The City Code requires the Planning Commission review a draft PUD Ordinance as part of the a PUD approval. It is attached for review and Council consdieration. The ordinance is adopted as part of the final PUD. Required vs. Proposed C- Commercial Bulk Standards Cells in the ‘As Proposed’ column shaded in blue indicate a deviation from City Code. Lots 1-3 Block 2 are proposed to be accessed from a shared private driveway. Setbacks are measured from the actual property lines. The proposed development of Lot 1 meets setbacks as City Council Meeting March 21, 2023 Page 6 measured from the back of curb (implied property line). A condition is included providing that setbacks are measured from the edge of the driveway for future development. Lot 1, Block 1 is considered a corner lot due to the curve in Hudson Blvd. and the lot abutting the street right-of-way on both sides (see preliminary plat drawing). Generally, on a corner lot the side with the shortest dimension is considered the front, however given the side is excess right-of-way and not an actual street, and this is a PUD, the longer side fronting the street is being considered the front. Standards (105.12.930) C- Commercial As Proposed Auto sales lot (L1 B2) Vacant Lot (L2 B2) Vacant Lot (L2 B2) As proposed Fast Food Lot (L1 B1) Minimum Lot Area 20,000 sq. feet 269,112 sq. ft 116,440 sq. feet 312,863 sq. ft 40,681 sq. ft Minimum Lot Width 100 feet 603 feet 327 feet n/a 248 feet Max Impervious Cover 75% 74.1% 67% Minimum Setback - Front 30 feet 295 feet 63 feet Minimum Setback - Side 10 feet 107 feet west 98 feet east (to drive centerline) 35 feet Minimum Setback- Corner side 25 feet n/a 97 feet Minimum Setback - Rear 30 feet 86 feet 40 feet Setback from residential zones 50 feet 107 feet n/a Maximum Height 45 feet 30 feet 20 feet Parking- Front Yard setback 15 feet 15 feet 15.7 feet Parking – Interior side setback 10 feet 36 feet west 55 feet east (to drive centerline) n/a Parking- Corner side yard setback 15 feet n/a 20 feet Parking- Rear yard setback 10 feet 10 feet 11.2 feet Parking setback from residential zones 35 feet 36 feet n/a Driveway Setback from intersection n/a n/a n/a Driveway setback from side lot line 5 feet met 10.7 feet Driveway Width 20-34 feet 41 feet, for the shared driveway 28 feet The developer is proposing a maximum height of 30 feet for the future development of Lots 2-3, Block 2. A condition has been added. City Council Meeting March 21, 2023 Page 7 Further, 105.12.950 Commercial Districts has specific regulations for automobile maintenance service and automobile parts/supply and requires that all repairs are conducted within an enclosed building and that the storage or display of inoperable or unlicensed vehicles or other equipment shall meet all setback requirements of a primary structure and shall be totally screened from view from adjacent public streets and adjacent residential properties. A condition has been added. Architecture: There are two buildings proposed at this time within the PUD. An automobile dealership with sale, service, retail, and car wash are proposed on Lot 1, Block 2, and a fast-food restaurant (Dairy Queen) is proposed on Lot 1 Block 1. The automobile dealership proposed materials are: • Painted tip-up concrete panels in dark gray • Stucco accent panels in light gray • Metal wall panels (front) light gray • Glass on front façade • 2 overhead doors on front and one on each side, none on the rear A trash enclosure is proposed with painted CMU blocks and steel gates. Section 105.12.940 requires exterior storage to be screened from streets and residential properties. Screen walls are to be of the same materials as the principal building. A deviation to allow compatible, but not the same materials is being requested. The trash enclosure is located 35 feet from the side lot line abutting residential and 30 feet from the rear lot line. This meets required zoning setbacks (but not the design guidelines, discussed further in this report). The enclosure is in the northwest corner of the site adjacent to the residential property to the west. Given the large retaining wall on the residential property to the west, it will be less visible if placed closer to the wall. The fast food restaurant materials are: • EFIS- dark panels on the entry façades, light panels on the side and rear, red accent panels on long sides of building, and blue accent for “Blizzard” wall sign. • Glass throughout (except back façade) • Metal panel (red around entry); metal coping; drive-up window • Corrugated metal accent on top front and side facades • Outdoor seating area is enclosed with decorative fence and stone accents A trash enclosure is proposed to be located behind the building and is setback the required 10 feet from the side and rear property lines. It is proposed to be constructed of split face block painted with color to match the dark EFIS of the restaurant. Screen walls are to be of the same materials as the principal building. A deviation to allow compatible, but not the same materials is being requested. The gates are constructed of solid composite board materials. Mechanical Equipment 105.04.040: Requires all mechanical equipment to be screened. The automobile building proposes four mechanical units and a roof-top exhaust. They are completely behind the parapet as viewed from the south (front). One or two are partially visible from the City Council Meeting March 21, 2023 Page 8 other sides. On the restaurant building three mechanical units are proposed on the roof. They are partially screened with the proposed parapets. Attached are renderings with sightlines. Design Review Guidelines: The standards in the guidelines call for aesthetically pleasing and compatible site design. The proposed two sites generally meet the standards. While not every suggested standard can be met, overall, this is an auto oriented commercial development that from a design standpoint, will be an asset to the City. The two buildings are modern in design and colors and of good architectural materials. The longer walls of the auto dealer are broken with panels of varying texture and color. The scale of the buildings as viewed from the public street is relative and human scale. The site design incorporates pedestrians ways and landscaping. Parking is oriented away from Hudson Boulevard, except on Lot 1 Block 1, where the site is very limited for alternatives. There is an outdoor dining space at the fast-food restaurant. Having a shared access point for multiple buildings is preferred as well as buildings oriented towards the street frontages. The trash enclosure on Lot 1, Block 2 will be screened better by placing it closer to the property line (within setback area) due to the grades in the vicinity. Interstate Corridor Overlay District 105.04.590 : This overlay applies to lands near the interstate. The proposed PUD complies with the ten general requirements. Uses may also be subject to additional setbacks to mitigate from adjacent uses. In addition, there are architectural requirements that must be met: No galvanized or unfinished steel, galvanized or unfinished aluminum buildings (walls or roofs), except those specifically intended to have a corrosive design finish, such as Corten steel, shall be permitted. Any exposed metal or fiberglass finish on all buildings shall be limited to 50 percent of any one wall. Exterior building finishes shall consist of materials comparable in grade and quality to the following: brick; natural stone; decorative concrete block; cast-in-place concrete or precast concrete panels; wood, provided the surfaces are finished for exterior use and wood of proven exterior durability is used such as cedar, redwood, and the like; curtain wall panels of steel, fiberglass, and aluminum (non-structural, non-load bearing), provided the panels are factory fabricated and finished with a durable non-fade surface with fasteners of a corrosive-resistant design; glass curtain wall panels; stucco. Additional information is needed to determine compliance such as the percentage of metal, and types of metal and finishes. A condition has been added to provide additional detail with the final PUD/Plat submittal. Parking 105.12.410: City code requires stalls to be 9’ by 18’ for 90-degree parking. This has been met along with minimum drive aisle of 20’ and curbing. For the auto dealer, 351 stalls are proposed. Based on the ordinance for vehicle sales (and related uses) 1 space per 250 square feet of indoor sales area plus one space per 2,000 square feet of outside sales or display area and one space per 2,000 square feet of storage area. This results in 166 stalls being required. The applicant proposes 127 stalls for customers, 39 stalls for employees, and 200 for vehicle display/storage. The number of required parking stalls has been met. City Council Meeting March 21, 2023 Page 9 For the restaurant, 31 stalls are proposed. Based on the ordinance, 1 space per three customer seats or each 100 square feet of interior space (the greater), plus one space per 200 square feet exterior seating area. This results in a minimum of 31 stalls being required. The proposed drive- through provides the minimum queuing space for at least three vehicles in advance of the menu board and three vehicles between the menu board and pick-up window. Loading 105.12.420: City code requires one off-street loading berth shall be provided every 30,000 square feet gross floor area or fraction thereof and that it be designated on the site. A loading berth shall be located at least 25 feet from the intersection of two street rights-of-way and at least 50 feet from a residential district unless within a building. Loading berths shall not occupy the required front yard setback and not be less than 12 feet in width, 50 feet in length and 14 feet in height, exclusive of aisle maneuvering space. No loading areas is noted on the plans. A condition has been added. Standards for Automotive/Vehicular uses 105.12.530 City code specifies specific standard for car washes and sales and storage lots. The proposed car wash is inside the building and not for general public use. Car wash criteria are met: 1. The car wash shall be capable of being enclosed when not in operation. 2. Any access drive shall be located at least 30 feet from any public street intersection, measured from the interior curb line commencing at the intersection of the street. 3. Any car wash line exit shall be at least 30 feet distant from any street line. 4. Sound from any speakers used on the premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. (Condition added) 5. Water from the car wash shall not drain across any sidewalk or into a public right-of-way. Automobile sales and storage criteria are met with conditions: 1. Size and location. The site shall be a minimum of 20,000 square feet in size and shall have access to a collector or higher classification street. Vehicular access to the outdoor sales area shall be at least 60 feet from the intersection of any two streets. 2. All vehicle repairs shall be conducted in a completely enclosed building. (Condition added) 3. A site plan shall be submitted showing the layout of vehicles for sale or rent, employee parking and customer parking. 4. Sound from any speakers used on the premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. (Condition added) Standard for Food Service 105.12.520 City code specifies specific standard for restaurants with a drive-through. The proposed Dairy Queen will have a drive-through. The standards are met. 1. Drive-through elements shall not be located between the front facade of the principal building and the street. No service shall be rendered, deliveries made or sales conducted within the required front yard, although tables may be provided for customer use. City Council Meeting March 21, 2023 Page 10 2. Site design shall accommodate a logical and safe vehicle and pedestrian circulation pattern. Adequate queuing lane space shall be provided, without interfering with on-site parking/circulation. 3. Drive-through canopies and other structures, where present, shall be constructed from the same materials as the primary building, and with a similar level of architectural quality and detailing. 4. Sound from any speakers used on the premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. (Condition added) 5. Each food or beverage drive-through business shall place refuse receptacles at all exits. (Condition added) Landscaping and Tree Preservation: The City’s Consultant Landscape Architect has reviewed the proposed Landscape Plans and provide comments dated February 27, 2023. A revised tree preservation and landscape plan meeting ordinance requirements is required to be submitted with the final plat/PUD. The applicant is requesting PUD flexibility from the one tree per 50 feet of frontage due to existing utilities and overhead powerlines that will remain in the boulevard area. Screening 105.04.040: Screening is required along Lot 1 Block 2 and Lot 3 Block 2 as they both abut residential uses. Required screening is to be minimum 6 feet tall (above elevation of less intensive use) and 90% opaque year-round. The ordinance says screening up to 8 feet may be required where automotive uses abut residential uses. On Lot 1 Block 2, The applicant is proposing a variety of 8’ tall coniferous trees within the westerly buffer area. The grade difference ranges from 4-12’ along that side lot line. The applicant is not proposing a fence in this area due to an existing retaining wall and the grades between the properties. The required trees/screen does not cover the entire side lot line abutting residential, however the slopes may be problematic for planting and maintenance. It is reasonable to grant a deviation for screening given the topography of the buffer area. Screening will also be required along vacant Lot 3, Block 2. Because the use is not known, the developer is proposing a 6’ tall privacy fence along the northerly lot line. Plantings are not proposed at this time; however a planting area is identified. A condition has been added that the future use must comply with the screening requirements. Parkland Dedication 103.00.150: Chapter 6 Parks, Trails & Open Space has area and site-specific recommendations for future parks and trails. A future trail is shown north of this site within residential neighborhoods and east of the site along Keats Avenue. The City Code outlines the type of land that is considered acceptable for park dedication. For C- Commercial district cash payment in lieu of land is required in the amount of $6,000 per acre. This equates to $102,360 if the plat is recorded in 2023. A condition has been added that this is paid prior to recording of the final plat. Wetlands: There is a small wetland located on Lot 1, Block 2 in the southwest corner. There will be approximately 1,500 sq. feet of this wetland filled which is adjacent to the Hudson Boulevard. A condition regarding required mitigation is included. City Council Meeting March 21, 2023 Page 11 Streets and Access: Access to Lots 1‐3, Block 2 will be provided from a private shared commercial drive that extends north from Hudson Boulevard through the center of the site. The private driveway is proposed at the approved Hudson Boulevard access location for the north parcel. Due to Fire Code regulations, there are limitations on the size of future buildings accessed from this private drive. A condition has been added limiting the total square feet of buildings on Lots 1-3 Block 2 to not exceed 124,000 sq. feet unless a secondary access is approved by the City. Lot 1, Block 1 is also proposing to connect driveways with the adjacent retail strip center. Pedestrian access is proposed with a marked crosswalk across Hudson Boulevard. Sidewalk and trails will be connected within the PUD and to the adjacent properties. Subdivision requirements: The subdivision has been reviewed in conjunction with the PUD. Deviations from the standards are allowed with the PUD. The proposed lots meet minimum lot area and width requirements. A deviation is being request to allow lots to front on a private driveway versus a required public street (103.00.140) The City Attorney needs to review the title work and provide a plat opinion prior to review of the final plat. A condition is included. A Developers Agreement will be required as part of future plat approval. The City Engineer has reviewed for conformance with engineering standards. His memo is attached, and all items are to be addressed as part of the final plat submittal. Lighting 105.04.070: City code requires that light fixtures be downcast and shielded. Light quantities shall exceed one footcandle meter reading as measured from the centerline of the street, nor shall any light or combination of lights, which cast light on an adjacent property, exceed 0.4 footcandles as measured from said property line. The auto dealer is proposing downcast and shielded light fixtures that are wall mounted and on poles. Pole heights are 8 feet and 25 feet on 2.5-foot base. (Not taller than the building). Foot candles exceed .4 at the property lines along the private drive, between Lots 1-2, Block 2 and are close to zero at the front line (thus meeting centerline foot candles). On the fast-food site, 18-foot- tall poles on 2 foot base are proposed (same height as the building). Foot candles proposed are .6 on the corner side lot line, 1.4 on the rear lot line and 2.6 on the side abutting the retail strip mall. The footcandles meet the ordinance at the centerline of the street. Deviations are being requested to exceed the footcandles as noted on the plans. Comprehensive Sign Plan: A Comprehensive sign plan is proposed for this PUD (attached). A deviation is being requested to consider the private driveway a street frontage for purposes of this PUD. The applicant is proposing wall signs, ground signs, and directional and informational signs. Sign permits are required and they must comply with the approved Comprehensive Sign Plan and City Ordinances. The sign ordinance has illumination standards. This information has not been provided. The Comprehensive Sign Plan shall be revised to show how this is met or language added that it will meet sign illumination requirements upon permit submittal. One wall sign and one ground sign per street frontage is allowed with exceptions. For buildings with over 100 feet of frontage, up to 3 ancillary wall signs are allowed. The maximum allowed wall sign is 1 sq. foot per length of building frontage. The maximum size of any wall sign is 100 sq. feet. City Council Meeting March 21, 2023 Page 12 Lot 1, Block 1, the fast-food restaurant has multiple wall signs on three of the four walls. No sizes are given to make a determination. The front façade is 80 feet, resulting in 80 sq. feet of wall signage being allowed on one façade. The proposed sign plan calls for up to 150 sq. feet per façade and 3 walls signs. A condition has been added to amend the Comprehensive Sign Plan to provide additional information and accurately reflect the number of signs proposed. Lot 1, Block 2, the automobile dealer is proposing a 95 sq. foot primary wall sign on the front of the building along with a 12 sq. foot informational wall sign for the service garage and a 35 sq. foot logo sign. There is a 58 sq. foot wall sign proposed on the east elevation facing the private driveway. The front of the automobile dealer is 197 feet equating to 197 sq feet of signage on that façade. They are not exceeding this amount. However, the proposed sign plan calls for up to 300 sq. feet and the proposed sign plan indicates 150 sq. feet is allowed per façade. This should be updated to accurately reflect what the code allows. Signage for Lot 2 and Lot 3 of Block 2 are unknown currently. The Comprehensive Sign Plan calls for 3 walls signs and 2 ancillary wall signs with a total of 300 sq. feet being allowed opposed to a total of 150 sq. feet allowed. And future signs are seeking to be up to 150 sq. feet each (rather than 100 sq. feet allowed). Two ground signs are proposed. Due to the location near the interstate, ground sings may be up to 30’ tall and 250 sq. feet. A 30’ tall directory sign is proposed at the entrance to Lot 1 Block 2 and a 50’ tall ground sign is proposed on the back of Lot 1, Block 1 (the fast-food restaurant) facing Interstate 94. Ground signs setbacks are the same as the height of the sign. The 30’ tall sign at the entrance to the auto dealer meets the size, height, and setbacks allowed. The 50’ tall sign proposed on the fast-foot restaurant site faced the interstate. It is proposed to be 565 sq. feet. and containing a 108sq. foot digital sign panel. The applicant is seeking a deviation to allow multi- colored signs for the digital sign as well as a digital sign larger than 40 sq. feet. This sign would require a 50’ setback given its height. It is shown to be up to the property line. A deviation is requested; however, it should not be located within any public easements. Landscape features are required to be installed at the base of ground signs. A condition has been added. City Engineer Comments: See attached memo dated February 28, 2023. There are several comments regarding easements and proper dedication of easements. A condition of Preliminary Plat approval requires the applicant to revise the site plans, utility plans and grading plans to address each review comment and condition of approval to the satisfaction of City staff, as part of the Final Plat application. Further, a condition of Preliminary and Final Plat/Plan approval is that all public improvements constructed to support the development must be designed and constructed in accordance with the City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer. Fire Chief Comments: See attached memo dated March 2, 2023. Valley Branch Watershed District: The city has not received comments to date from the watershed district. The applicant will have to comply with comments and permits from the watershed. City Council Meeting March 21, 2023 Page 13 City Attorney Review: The City Attorney has reviewed the Covenants and Restrictions for the PUD and finds them acceptable. A plat opinion is required prior to recording of the final plat. A condition has been added. RECOMMENDED FINDINGS: Recommended Findings for Preliminary Plat/Preliminary PUD. Staff recommends approval of the Preliminary Plat/Preliminary PUD for PID 34.029.21.44.0006 and 34.029.21.44.0004 based on the following findings: 1. That the Preliminary PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 2. That the preliminary PUD Plan complies with the general intent of the C- Commercial zoning district with PUD modifications. 3. That the preliminary PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 4. That the preliminary plat generally complies with the City’s Subdivision regulations. 5. That the preliminary plat generally complies with the City’s design standards. 6. That the preliminary plat generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 7. That the preliminary plat and PUD Plan must be revised to address the comments noted in the City Engineer’s memorandum. 8. That the preliminary PUD Plan must be revised to be consistent with City’s landscape plan and tree replacement standards pursuant to the Landscape Architects memo. 9. That the preliminary plat and PUD Plan must be revised to address the comments noted in the Fire Department memo. 10. That the preliminary PUD Plan meets the minimum requirements for a PUD. 11. That the preliminary PUD Plan meets items a, c, d, and i from the identified PUD objectives identified in Section 105.12.1130. Planned unit developments should not be allowed simply for the purpose of increasing overall density or allowing development that otherwise could not be approved. a) Innovation in land development techniques that may be more suitable for a given parcel than conventional approaches. The shared access drive and stormwater ponding areas allow for more efficient use of land. b) Promotion of integrated land uses, allowing for a mixture of residential, commercial, and public facilities. c) Establishment of appropriate transitions between differing land uses. This overall PUD provides a buffer between the interstate highway and residential uses. There are site specific plantings proposed to buffer the adjacent high density residential uses and there is opportunity for future buffering with future uses on the northerly part of the PUD. d) Provision of more adequate, usable, and suitably located open space, recreational City Council Meeting March 21, 2023 Page 14 amenities, natural resource protection and other public facilities than would otherwise be provided under conventional land development techniques. This is achieved with shared stormwater ponding. e) Accommodation of housing of all types with convenient access to employment opportunities and/or commercial facilities; and especially to create additional opportunities for lifecycle housing to all income and age groups. f) Preservation and enhancement of important environmental features through careful and sensitive placement of buildings and facilities. h) Coordination of architectural styles and building forms to achieve greater compatibility within the development and surrounding land uses. i) Creation of more efficient provision of public utilities and services, lessened demand on transportation, and/or the promotion of energy resource conservation. With the proposed private access drive, there will be less demand on public services. j) Establishing measures to protect and preserve groundwater storage. k) Allowing the development to operate in concert with a redevelopment plan in certain areas of the City and to ensure the redevelopment goals and objectives will be achieved. 12. That the site will be served by public utilities, not have a detrimental impact on traffic, supply adequate off-street parking. 13. That the proposed land uses will be compatible both in terms of internal site plans, and with regard to adjacent land uses. 14. That the site complies with wetland, stormwater management requirements. 15. That the use will maintain standards of architectural design and building quality consistent with the uniform building code and all other applicable city codes, 16. That the proposed use will not create fiscal problems for the city or adversely impact the health, safety, or welfare of the city. 17. That the proposed uses will bring commerce and employment to the city. Recommended Conditions of Approval. Staff and Planning Commission recommends the City Council approve the preliminary PUD and preliminary plat for PID 34.029.21.44.0006 and 34.029.21.44.0004 as proposed with the following conditions: 1. As part of final PUD submittal, plans shall be revised to indicate the location of the required off-street loading area for Lot 1 Block 2. Provision of City Code 105.12.420 Off Street Loading shall be met. 2. As part of final PUD submittal, the plans shall indicate the percentage of building materials and more detail of types of materials to show compliance with Interstate Corridor Overlay District architectural requirements (105.04.610) 3. As part of final PUD submittal, the Comprehensive Sign Plan shall be revised to accurately reflect the number and size of wall signs proposed for Lot 1, Block 1; to accurately reflect the maximum wall area allowed per façade; to incorporate landscape features around the City Council Meeting March 21, 2023 Page 15 base of all permanent ground signs; provide foot candle measurements or statement to meet the ordinance. 4. That the application for final plat and final PUD Plans identify all requests for flexibility from the City Code. 5. The applicant shall revise the site plans, utility plans and grading plans to address each review comment and condition of approval to the satisfaction of City staff, as part of the Final Plat application. 6. That prior to the City finding any application for final plat and PUD plan complete the applicant shall address all comments in the City Engineer’s memo dated February 28, 2023 to the satisfaction of the City Engineer. 7. That prior to the City finding any application for final plat and PUD plan complete the applicant shall revise the landscape plan and tree preservation plan in accordance with the City Landscape Architect’s memo dated February 27, 2023 to the satisfaction of the City Landscape Architect. 8. That prior to the City finding any application for final plat and PUD plan complete the applicant shall revise the preliminary plat and PUD Plan to address any comments received by Washington County. 9. That prior to the City finding any application for final plat and PUD plan complete the applicant shall demonstrate compliance with the items listed in the March 1, 2023, memo from the Fire Department to the satisfaction of the Fire Chief. 10. The City Attorney shall issue a plat opinion certifying that the plat, title evidence, and all agreements and documents required under this title meet the requirements of the city prior to City Council review or approval of the final plat. 11. The Final Plat/Final PUD shall include all necessary and additional public right-of-way and easements. 12. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 13. The Preliminary Plat/Preliminary PUD approval is conditioned upon the applicant meeting all City standards and design requirements unless specifically addressed otherwise in these conditions. 14. The total square feet of buildings on Lots 1, 2, and 3 Block 2 shall not exceed 124,000 sq. feet unless a secondary access is approved by the City. 15. Future development of Lots 2-3 Block 2 shall provide a minimum of 25% open space. 16. A maximum height of 30 feet shall be required for the future development of Lots 2 and 3, Block 2. 17. Setbacks for Block 2 along the shared private drive shall be met as measured from the edge of the shared driveway. All other setbacks shall be that of the C underlying zoning district. 18. The future use of Lot 3, Block 2 shall comply with the screening requirements from abutting residential uses to the north. 19. For purposes of this PUD and allowed signage, the private driveway shall be considered street frontage. 20. All automobile repairs are conducted within an enclosed building and the storage or display of inoperable vehicles or other equipment shall meet all setback requirements of a City Council Meeting March 21, 2023 Page 16 primary structure and shall be totally screened from view from adjacent public streets and adjacent residential properties. 21. Sound from any speakers used on the premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. 22. Each food or beverage drive-through business shall maintain refuse receptacles at all exits. 23. Sign permits are required and they must comply with the approved Comprehensive Sign Plan and City Ordinances. 24. All public improvements constructed to support the development must be designed and constructed in accordance with the City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer. 25. The applicant shall verify compliance with Valley Branch Watershed (VBWD) comments and that the applicant provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 26. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, wetland, sign, etc.), NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 27. A wetland permit is required for the proposed wetland filling. Required wetland mitigation shall be provided for at the time of permit. 28. The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. Improvements in Hudson Boulevard shall be consistent with Washington County and city standards. 29. Park dedication in the amount of $102,360.00 shall be paid prior to paid prior to recording of the final plat. 30. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 31. A landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 32. The finalization, adoption, and publication of an overlay district ordinance shall occur before the recording of the final plat. 33. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The Agreement shall outline any approved phasing plan. 34. The applicant or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final PUD, and said plan shall document the extent of any proposed grading on the site. 35. That the applicant shall submit revised preliminary plat and project plans meeting all conditions of approval for City review and approval. The revised applicant/developer project plans and other materials shall meet all of the above conditions before the City City Council Meeting March 21, 2023 Page 17 will find complete any final plat or final PUD application for the development and before the start of any clearing or grading activity on the site. 36. That the City’s preliminary plat/preliminary PUD approval is good for one year from the date of City Council action, unless the applicant requests and the City Council approves a time extension. FISCAL IMPACT: Approval of a Preliminary Plat and Preliminary PUD grant entitlements to a developer however there would be no fiscal impact to the City at this time. A final plat/PUD is required along with a Development Agreement which will detail public improvements and address fiscal impacts. When the property begins to develop it will have urban services and will require development fees. PLANNING COMMISSION REVIEW: The Planning Commission held a public hearing on March 13, 2023. Four written comments were received in advance of the hearing and five people spoke at the hearing. The written comments are attached. The public concerns are summarized to be primarily from the abutting residences about buffering and the views and lights from the proposed adjacent commercial uses. Most of the comments relate to the proposed auto dealer and it is the use that abuts the residential. There is concern about the loss of trees/open space, proposed inadequate buffering between uses with fencing and landscaping, and lighting. There were also comments about noise/speakers and odor from the trash. A couple of the comments asked for an environmental review and concern over property values with the loss of a view and a car lot abutting. There we not specific comments about the DQ restaurant as it was noted to be on the other side of Hudson and not abutting the homes. Although, one of the written comments is from the adjacent retail strip center supporting the project but not the 50’ sign on the DQ site. The applicant was not given the opportunity to respond to the comments at the hearing. The two Commissioners for voted to recommend dental noted concerns with: • Inadequate landscaping, particularly along the westerly lot line • The screening abutting residential needs more landscaping/fencing • Defining the buffers areas to the residential uses to the west • The proposed 50’ tall sign does not fit in the neighborhood. 30’ is what’s in the neighborhood • Concern about the future uses and asking for all permitted uses versus some conditional • Lighting that exceeds footcandles in two places along internal lot lines • The number of conditions and deviation overall The Planning Commission Chair agreed with the two Commissioners, however, he supported adding more conditions versus a denial and cast a dissenting vote. He also noted the number of conditions was not out of the realm of what the Commission has seen before. Since the Planning Commission hearing, the applicant is prepared to make changes to address some of the neighborhood concerns. Attached is a letter detailing the plan changes. In summary, they will: City Council Meeting March 21, 2023 Page 18 • Relocate the trash enclosure to meet setbacks (thus eliminating the deviation, although it will likely be more visible given the grades) • Add more landscaping to address city comments and provide more screening • Extend the fence along the westerly lot line behind Union Park neighborhood (up to the retaining wall). The fence will be high quality composite materials. • Significantly reduce the permitted uses within the PUD. Uses not listed will follow the C zoning district uses. • Restrict wall signage to not face the north or west walls on Block 2 (not facing the residential). • While they could reduce the lighting along internal property lines, they feel it should remain as is for safety reasons. The lighting exceeding the foot candles does not abut residential, the two areas along commercial to commercial uses. RECOMMENDATIONS: Preliminary PUD/Preliminary Plat Staff recommend that the City Council approve the proposed preliminary PUD plan and preliminary plat for the subject property with the recommended conditions of approval listed in the staff report and with plan changes proposed by the applicant since the hearing. Should the Council modify the conditions, those should be clearly stated and part of the motion.: “Motion to adopt Resolution 2023-023 approving the preliminary PUD plan and preliminary plat as requested by Jon Hauser, Drake Motor Partners Le LLC based on the findings of fact and recommended conditions of approval listed in the staff report and plans as proposed to be modified by the applicant dated 3/14/2023” The Planning Commission has recommended that the City Council deny the proposed preliminary PUD plan and preliminary plat for the subject property. Attached is a resolution denying the application with findings as stated by the Planning Commission. “ Motion to adopt Resolution 2023-023 deny the preliminary PUD plan and preliminary plat as requested by Jon Hauser, Drake Motor Partners Le LLC based on the findings of fact” ATTACHMENTS: 1. Application Narrative, including proposed PUD uses 2. Preliminary Plat, PUD, Architectural Plans Auto Dealer 3. Preliminary Plat, PUD, Architectural Plans Fast Food 4. Comprehensive Sign Plan 5. Fire Chief Memo 6. City Engineer Memo 7. Landscape Architect Memo 8. Draft PUD Ordinance 9. Public Comments 10. Resolution of Approval City Council Meeting March 21, 2023 Page 19 11. Resolution of Denial 12. Applicant Correspondence on plan modification Preliminary Plat and Preliminary Planned Unit Development Narrative Lake Elmo, MN Prepared for: February 28, 2023 SUBMITTED TO Lake Elmo Planning & Zoning 3880 Laverne Avenue N Lake Elmo, MN 55042 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Existing Conditions ........................................................................................................................................ 1 Preliminary Plat ............................................................................................................................................. 2 Site Plan ........................................................................................................................................................ 2 Comprehensive Sign Plan .............................................................................................................................. 4 Planned Unit Development ........................................................................................................................... 5 Proposed Uses .............................................................................................................................................. 8 Summary ..................................................................................................................................................... 13 Contact Information .................................................................................................................................... 13 Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 1 Introduction On behalf of Drake Motor Partners LE LLC, Landform is please to submit this application for Preliminary Plat and Preliminary Planned Unit Development (PUD) approval to allow for the construction of an electric auto dealership and services building and fast food restaurant (Dairy Queen) on the Ebertz property along Hudson Boulevard. Our redevelopment plan includes a plat to create four lots from the two existing lots. We are excited about the improvements for this site. The property includes the following PIDs: Parcel #1 – PID 34.029.21.44.0006 Parcel #2 – PID 34.029.21.44.0004 The legal description of the property is as follows: THE WEST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE 21, EXCEPT THAT PART DEPICTED AS PARCEL 33B ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 82-43 FILED MARCH 22, 1982, AS DOCUMENT NO. 429592, WHICH WAS TAKEN BY THE STATE OF MINNESOTA IN FINAL CERTIFICATE DATED OCTOBER 4, 1989, FILED OCTOBER 24, 1989, AS DOCUMENT NO. 613150. WASHINGTON COUNTY, MINNESOTA Project Contacts Owner: Ebertz Enterprises Applicant: Jon Hauser 1147 Clipper Way 496 South Broadway Woodbury, MN 55125 Denver, CO 80209 jgebertz@aol.com hauser@drakeres.com 303-825-6200 Engineer: Tom Meyer, PE Dairy Queen Joseph Radach, PE 105 South 5th Avenue Engineer: 8915 Vernon Street Suite 513 Rockford, MN 55373 Minneapolis, MN 55401 jradach@contourcd.com tmeyer@landform.net 612-730-2265 612-638-0241 Existing Conditions The site is currently vacant. There is an existing 0.12-acre wetland in the southwest corner of the site. The site is guided and zoned Commercial and surrounding properties are zoned Medium Density Residential PUD to the north, Commercial to the east and High Density Residential PUD to the west. Interstate 94 and the City of Woodbury are located to the south. The existing south parcel is 14.2-acres in size and the north parcel is 4.0-acres in size. Hudson Boulevard divides the southern parcel into a 13.27-acre section north of the road and a 0.93-acre section south of the road. The northern parcel does not have any existing street frontage. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 2 Preliminary Plat We are requesting approval of a preliminary plat to establish four lots from two existing lots. The four proposed parcels comply with the minimum lot requirements with the exception of the Lot 3, Block 2 minimum lot width for which flexibility has been requested via the PUD. Lot 1, Block 1: 0.93-acre lot south of Hudson Boulevard for a fast-food restaurant (Dairy Queen). Lot 1, Block 2: 6.57-acre lot north of Hudson Boulevard for the auto sales and service. Lot 2, Block 2: 2.07-acre outlot north of Hudson Boulevard for future commercial development. Lot 3, Block 2: 7.49-acre outlot north of Hudson Boulevard for future commercial development. Site Plan Lots The proposed development will create four lots, which will comply with the minimum lot requirements for the Commercial district: C District Allowed Lot 1, Block 1 Proposed Lot 1, Block 2 Proposed Lot 2, Block 2** Proposed Lot 3, Block 2** Proposed Minimum Lot Area 20,000 sq. ft. 40,681 sq. ft. 269,112 sq. ft. 116,440 sq. ft. 312,863 sq. ft. Maximum Impervious Coverage 75% 63.8% 74.1% 75% 75% Minimum Lot Width 100 ft. 358.2 ft. 384.6 ft. 453 ft. N/A Maximum Building Height 45 ft. 20 ft. 30 ft. 30 ft. 30ft. Minimum Building Setbacks Front Yard 30 ft. 63.3 ft. (Hudson) 275.2 ft. 30 ft. 30 ft. Interior Side Yard* 10 ft. 38.7 ft. 82.2 ft. 10 ft. 10 ft. Rear Yard 30 ft. 38.7 ft. (I-94) 86.5 ft. 30 ft. 30 ft. Residential Zones 50 ft. N/A 107 ft. 50 ft. 50 ft. Minimum Parking Setbacks Front Yard 15 ft. 15.7 ft. (Hudson) 15 ft. 15 ft. 15 ft. Interior Side Yard* 10 ft. 10.7 ft. 34.6 ft. 10 ft. 10 ft. Rear Yard 10 ft. 10.7 ft. (I-94) 10 ft. 10 ft. 10 ft. Residential Zones 35 ft. N/A 35 ft. 35 ft. 35 ft. * Interior side yard setbacks for Lots 1 and 2, Block 2 are measured to the curb line of the interior private drive. ** Future uses for proposed Lots 2 and 3, Block 2 will comply with the maximum lot standards required for the Commercial District. The following is a summary of the proposed lot coverage: Lot Number Total Area Proposed Open Space % Open Space Lot 1 – Block 1 40,681 sq. ft. 14,714 sq. ft. 36.2% Lot 1 – Block 2 269,112 sq. ft. 69,723 sq. ft. 25.9% Lot 2 – Block 2 (Future) 116,440 sq. ft. 29,110 sq. ft. (min) 25.0% (min) Lot 3 – Block 2 (Future) 312,863 sq. ft. 78,216 sq. ft. (min) 25.0% (min) Total 739,096 sq. ft. 191,763 sq. ft. 25.9% Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 3 Access Access to Lot 1, Block 1 will be directly from Hudson Boulevard. Access to lots in Block 2 will be provided from a private drive that extends north from Hudson Boulevard through the center of the site. The private drive will be designed to meet the City standards for local streets. Sales and storage lots are required to have access to a collector or higher classification street and the site complies as it will have access to Hudson Boulevard which is classified as a major collector in the Comprehensive Plan. The location where the private drive has access from Hudson Boulevard aligns with the approved access location in the Hudson Boulevard Design Standards. None of the lots north of Hudson Boulevard will have direct access from Hudson Boulevard. The Engineering Design and Construction Standards Manual requires a secondary access street for commercial developments with more than 124,000 square feet of sprinkled building area. The size of buildings for the three lots north of Hudson Boulevard will be restricted as to not exceed this standard. The heights of the building will also be restricted to a maximum of 30 feet. This item is discussed in further detail in the proposed buildings section below. Proposed Buildings The proposed Dairy Queen building on Lot 1, Block 1 is 2,875 square feet in size. The design of the Dairy Queen project will be completed by other applicants and no PUD flexibility is requested for that lot. The proposed electric auto dealership building for Lot 1, Block 2 is 50,527 square feet in size and will house electric auto sales, maintenance and showroom areas. A car wash is included within the maintenance area of the building; this is not a commercial car wash and will be used for maintenance of vehicle inventory. The proposed building complies with the required principal building setbacks for the Commercial district. The dealership building has a 107- foot setback from the west property line which abuts residential lots where a minimum 50-foot setback is required. PUD flexibility is requested to allow the trash enclosures for Lot 1, Block 2 within the 50-foot setback. The PUD flexibility is discussed further in this narrative. As noted in the prior section, providing a single access street to the site restricts the area north of Hudson Boulevard to a total of 124,000 square feet of sprinkled building area. A 50,527 square foot dealership building is proposed for Lot 1, Block 2. A combined 73,473 square feet of sprinkled building area to be permitted for Lots 2 and 3, Block 2. Plans conceptually show a 15,000 square foot building on Lot 2, Block 2 and a 58,000 square foot building on Lot 3, Block 2, which complies with the single-access building-area threshold. We understand that a condition of the PUD may restrict the building area and height for Lots 2 and 3, Block 2 so as not to exceed 124,000 square foot and 30 feet, respectively. Parking and Storage Lots The Zoning Ordinance requires 28 parking stalls for the drive-in fast food restaurant. The site plan for Dairy Queen on Lot 1, Block 1 provides 31 parking stalls in compliance with the parking standards. The site plan for Lot 1, Block 2 complies with the parking requirements for sales/customer service and outside sales/display areas for auto sale and service. Section 105.12.410 of the Zoning Ordinance requires 151 parking stalls for the auto sales and service use and 351 parking stalls have been provided. The parking/storage lot for the auto sales and service will be used for customer and employee parking and for display and storage of vehicle inventory. The site plan identifies areas proposed for customer and employee parking. The parking lot complies with the 35-foot setback requirement from residential property to the west. Parking proposed along the front property line with Hudson Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 4 Boulevard will be buffered by green space and landscaping materials. Landscape islands are provided throughout the development which break up the continuous hardscape. Proposed uses for Lots 2 and 3, Block 2 have not yet been identified, so the number of required parking spaces is not known. However, there is ample room on each lot to accommodate required parking, which will be determined when they are developed in a future phase. Landscaping Landscaping provided for Lot 1, Block 1 is in compliance with the Zoning Ordinance requirements. Eleven trees are provided along the perimeter of the site and existing trees will be preserved along Hudson Boulevard. The trees, in addition to 17 shrubs, will effectively screen the parking lot from adjacent properties and rights-of-way. The design of the Dairy Queen landscaping plan will be completed by other applicants. Landscaping provided for Lot 1, Block 2 is also in general compliance with the Zoning Ordinance requirements. Trees are provided along adjacent residentially zoned properties which will effectively screen the development. Enhanced landscaping is provided along the private drive to differentiate it as a shared roadway from which each lot has driveway access. Lots 2 and 3, Block 2 show conceptual landscaping at this time and landscaping for these lots will comply with the City requirements when they are developed in the future. Additionally, the landscape plan shows that 77 trees will be provided to replace the 76 trees that are being removed for development. Flexibility is requested from the one tree per 50 feet of street frontage requirement in Section 105.12.480 of the Zoning Ordinance. Existing utilities and overhead powerlines conflict with potential planting areas for the required trees. Flexibility from the boulevard tree requirement is discussed further in this report. Phasing Proposed Lot 1, Block 1 and Lot 1, Block 2 will be developed immediately along with improvements to Hudson Boulevard. Lots 2 and 3, Block 2 are conceptual at this time. Future development will be determined by market demand. Comprehensive Sign Plan A comprehensive sign plan has been provided to coordinate the location and copy area provided for each tenant. The comprehensive sign plan provides criteria to establish signage standards for both wall signs and ground signs within the development. The layout of the site, desired visibility to I-94 and requested PUD flexibility necessitates a comprehensive sign plan. The comprehensive sign plan narrative has been included with this submittal for your review. Requested PUD flexibility is discussed further below in this narrative in addition to the Comprehensive Sign Plan narrative. The following is a summary of the proposed ground signage: Lot Ground Signs Allowed Ground Signs Proposed Maximum Area Allowed Proposed Area (Each Side) Maximum Height Allowed Proposed Height Lot 1, Block 1 1 1 250 sq. ft. 565 sq. ft. 30 ft. 50 ft. Lot 1, Block 2 1 0 250 sq. ft. N/A 30 ft. N/A Lot 2, Block 2 1 1 250 sq. ft. 250 sq. ft. 30 ft. 30 ft. Lot 3, Block 2 1 0 250 sq. ft. N/A 30 ft. N/A TOTAL 4 2 1,000 sq. ft. 815 sq. ft. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 5 The following is a summary of the proposed wall signage: Lot Wall Signs Allowed Wall Signs Proposed Ancillary Wall Signs Allowed per Façade Ancillary Wall Signs Proposed per Façade Maximum Area Allowed per Façade* Proposed Area per Façade* Lot 1, Block 1 2 3 3 1 150 sq. ft. 150 sq. ft. Lot 1, Block 2 1 3 3 2 150 sq. ft. 300 sq. ft. Lot 2, Block 2 1 3 3 2 150 sq. ft. 300 sq. ft. Lot 3, Block 2 0 3 3 2 150 sq. ft. 300 sq. ft. TOTAL 4 12 9 7 * Includes combined principal and ancillary sign area. Planned Unit Development Based on the sketch plan review and several meetings with City staff, it was determined that a PUD is necessary to meet the project needs. This is primarily due to the approved access location on Hudson Boulevard. Relocating the approved access to better suit the property would require a redesign of the Hudson Boulevard Design Standards. The proposed private drive provides access to Lot 3, Block 2 because the City has indicated a preference against dedicating right-of-way through the project to provide street frontage for this lot. PUD flexibility is also requested for the location of trash enclosures, shared driveway access for Lot 1, Block 1, landscaping, screening, lighting and signage to place those items most effectively throughout the site. The proposed project and PUD are intended to serve the commercial market and bring additional commercial business to the City of Lake Elmo. The project will be privately financed. Flexibility Requested PUD flexibility is requested to allow: 1. Lot 3, Block 2 without street frontage. 2. Access to lots in Block 2 by means of a private drive. 3. Shared driveway access for Lot 1, Block 1 and the previously approved adjacent commercial development. 4. Location of trash enclosures within the required setback for Lot 1, Block 2. 5. Up to 300 square feet of wall signage on three facades of the proposed buildings where up to 150 square feet of wall signage is permitted per street frontage. 6. Ground signage exceeding 30 feet tall and 250 square feet in area including increased surface area for a multi-color electronic variable message sign. 7. Street frontage trees to be relocated along the proposed private drive. 8. Screening between different land uses and parking lots abutting residential districts. 9. Lighting glare exceeding four-tenths footcandles at the property line between Lots 1 and 2, Block 2. Lot 3, Block 2 Street Frontage Flexibility is requested from the required 100-foot minimum lot width required for proposed Lot 3, Block 2. The proposed lot does not have frontage on a public right-of-way from which to measure lot width. As noted above, the City indicated a preference against dedicating a right-of-way through the project which would provide street frontage and lot width for Lot 3, Block 2. The private drive will be designed as a local street and a driveway will provide access Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 6 to Lot 3, Block 2 from the private drive. The south lot line where the driveway access is located will serve as the front lot line for Lot 3, Block 2. The proposed lot complies with the remaining Commercial district lot standards as shown on the plans. Private Drive Access Flexibility is also requested to provide access to Block 2 via a private drive extending north from the approved access point along Hudson Boulevard. Lots in Block 2 will have driveway access from the private drive which is being designed to meet City standards for a local street. Creating a public street and extending in each cardinal direction does not provide a benefit to the City, applicant or adjacent property owners. Existing topography with over 30 feet of grade change makes it difficult to extend a public road and right-of-way east for a possible future connection. There will be no parking on either side of the private drive. Lighting, landscaping and pedestrian facilities are also provided along the private drive to distinguish it from driveway access points to the lots. Shared Driveway Access The proposed access to Lot 1, Block 1 will be shared with the existing, adjacent commercial property east of the site. This access was previously approved by the City. Trash Enclosure Flexibility is to allow the trash enclosure on Lot 1, Block 2 within the required 50-foot building setback from the residential property to the west. There is a steep slope towards the west property line and the adjacent residential property along the west property line is situated at a higher elevation than the proposed development. The difference in elevation creates challenges to effectively screen the trash enclosure from residential property. If the trash enclosure is placed along the west façade of the proposed building, in compliance with the 50-foot setback, it will be clearly visible at a higher elevation from the residential property. We are proposing to situate the trash enclosure at the 35-foot parking setback at the base of the hill rising towards the residential property. The slope of the hill and provided landscaping materials will more effectively screen the trash enclosures than locating the enclosures within the required 50-foot setback. Landscaping is provided along the slope between the parking lot and the residential property which will further enhance screening of the trash enclosures and entire development. Ground and Wall Signage Flexibility is requested for ground (monument) and wall signage which is being coordinate for the development as a whole. A Comprehensive Sign Plan has been included with the submittal and indicates the proposed sign standards for the development and where flexibility has been requested from the sign standards. As a multi-tenant development each occupant will have a varying need for signage. The nature of the site creates challenges with respect to the location and visibility of tenant signs. Flexibility has been requested from the permitted height, sign area and setback standards for ground signs on properties located south of 5th Street and north of I-94. Two ground signs are proposed where four would be permitted. One multi-tenant monument sign for the entire development on Lot 1, Block 1. The proposed sign is 50 feet tall and 565 square feet in area and includes a multi- color electronic variable message sign on one of the panels. The ground sign on Lot 1, Block 1 is designed to increase visibility to the I-94 corridor where existing trees limit the visibility of a shorter sign. Signage along the interstate is an important component of the business design and model and the larger sign area will more effectively display tenant information to vehicles travelling along the I-94 corridor. One multi-tenant sign is also proposed on Lot 2, Block 2 for tenants in Block 2. The Block 2 sign is designed to meet permitted sign standards for lots south of 5th Street and north of I-94. The Zoning Ordinance permits each lot to have one ground sign 30 feet tall and 250 square Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 7 feet in area. The requested sign flexibility allows for coordinated signage which reduces the number of monument signs and provides a more uniform design. Flexibility is requested to provide increased wall signage area and the number of facades eligible for wall signage. The flexibility requested would allow wall signage on building facades without street frontage. This is important because it will allow buildings on Block 2 to have wall signs facing Hudson Boulevard and along frontages with the private access drive. Hudson Boulevard is also a major collector with high-speed vehicle traffic and the proposed buildings on Block 2 exceed the required setbacks from Hudson Boulevard. The speed of vehicle traffic and distance of buildings to Hudson Boulevard supports larger wall signs to be visually effective. Lot 3, Block 2 is also set back a considerable distance from Hudson Boulevard, so increased wall signage area will help with visibility. Specific standards proposed for wall signage are discussed in the Comprehensive Sign Plan Narrative. Street Frontage Trees Flexibility is requested from the street frontage tree requirement in Section 105.12.480 of the Zoning Ordinance, which requires a minimum of one tree be planted for every 50 feet of street frontage. There is practical difficulty in meeting this requirement because there are buried utilities and overhead power lines along Hudson Boulevard which conflict with potential planting areas. We are requesting flexibility to provide the required boulevard trees along the private drive and Hudson Boulevard in locations where there will be less conflict with the existing utilities. Screening Between Different Land Uses and Parking Lots Abutting Residential Districts City Code requires 6-foot high screening between different uses or districts and 4-6 foot high screening for parking lots adjacent to residential districts. The residential properties adjacent to the west property line include a 20-foot tall retaining wall and a large stormwater pond. We feel that a privacy fence along the west property line will not provide a screening benefit due to the significant elevation difference and the existing separation provided by the stormwater pond. In lieu of a privacy fence, we have focused our landscaping along the west property line, including numerous coniferous trees that will provide year-round screening benefits. Light Cast at Property Line Flexibility is also requested from the maximum allowable light cast at the property lines that are shared with other commercial uses. Section 105.04.070(d) of the Zoning Ordinance regulates that light cast glare shall not exceed four- tenths footcandles at the property line. The property line between Lots 1 and 2, Block 2 is situated in the center of the proposed private drive. The footcandle measurement in the private drive may exceed four-tenths because streetlights are proposed along the private drive to illuminate the drive for vehicle and pedestrian safety. Lighting may also exceed four-tenths footcandles along the east property line of Lot 1, Block 1. This lot shares access with the existing commercial property to the east and additional lighting is necessary for vehicle and pedestrian safety. Therefore, we are requesting flexibility from the footcandle requirement on property lines shared with other commercial uses to allow for adequate illumination of the private drive and shared access area. PUD Benefit Consider the following list of benefits that will be provided with the development: - Enhanced design of the private road, including, but not limited to boulevard landscaping, pedestrian connectivity through the site, pedestrian connectivity to Hudson Boulevard and street lighting. - Building design which includes greater use of high-quality architectural materials such as anodized metal panels and glass storefront. - Increased building setback to residential properties to the west. - Coordinated ground signage for the entire development reduces the number of ground signs from four allowed to the two proposed creating less sign clutter. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 8 - Additional landscaping to screen project elements from adjacent residential properties. - Increased tax base provided through commercial development and site design with a private road versus dedicating public right-of-way. - Increased opportunities for employment and commercial development in Lake Elmo. Proposed Uses The following uses are known proposed permitted uses within the PUD: 1. Sales and Storage Lot on Lot 1, Block 2 2. Automotive Maintenance on Lot 1, Block 2 3. Fast Food Restaurant on Lot 1, Block 1 4. Drive Through Facility on Lot 1, Block 1. The above uses are proposed to allow for the sale of new and pre-owned automobiles; the sale of auto parts and accessories; test drives, parking and delivery of new and pre-owned automobiles; indoor and outdoor overnight storage of new and pre-owned automobiles; sale of solar panels, batteries and other energy products; general office use; inside car wash (not open to the public); fast food restaurant service, and; fast food drive-through facility. The following are proposed within the PUD as allowed uses: 1. Public and Civic Uses a. Day care center b. Schools, public and private c. Public assembly d. Religious institutions 2. Services a. Business service b. Business center c. Offices d. Commercial kennel e. Communication services f. Educational services g. Financial institution h. Funeral home i. Lodging j. Medical facility k. Membership organization l. Nursing and personal care m. Personal services 3. Services a. Repair and maintenance shop b. Veterinary services 4. Food Services a. Standard restaurant b. Drive-in restaurant c. Drinking and entertainment d. Fast food restaurant 5. Sales of Merchandise a. General retail sales b. Building supplies sales c. Warehouse club sales d. Furniture and appliance sales e. Grocery, supermarket f. Liquor store g. Garden center h. Neighborhood convenience store i. Shopping center 6. Sales of Merchandise a. Wholesaling 7. Automotive/Vehicular Uses a. Automobile maintenance service b. Automobile parts/supply c. Car wash d. Gasoline station Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 9 e. Parking facility f. Sales and storage lots 8. Outdoor Recreation a. Outdoor recreation facility b. Parks and open areas 9. Indoor Recreation/Entertainment a. Indoor athletic facility b. Indoor recreation 10. Agricultural and Related Uses a. Agricultural sales business b. Agricultural sales 11. Industrial and Executive Uses a. Light industrial b. Non-production industrial c. Motor freight and warehousing d. Research and testing 12. Transportation and Communications a. Broadcasting and communications 13. Accessory Uses a. Bed and breakfast b. Drive-through facility c. Parking facility d. Outdoor storage e. Outdoor display f. Solar equipment g. Other structures typically incidental and clearly subordinance to permitted use Lots 2 and 3, Block 2 The proposed uses for Lots 2 and 3, Block 2 are not known at this time and are reserved for future development with one the allowed uses listed above. Lot 1, Block 1 The proposed use for Lot 1, Block 1 is a Dairy Queen fast food and drive-through restaurant. The fast food restaurant is a permitted use and the drive-through is a conditional use in the Commercial district. Both uses are proposed permitted uses with the PUD. The conditional use permit standards for a drive-through restaurant are provided below in order to demonstrate the proposed use is compatible as a permitted use in the PUD. The proposed drive-through use complies with the conditional use permit standards for food services in Section 105.12.520 of the Zoning Ordinance: (1) Drive-through elements shall not be located between the front facade of the principal building and the street. No service shall be rendered, deliveries made or sales conducted within the required front yard, although tables may be provided for customer use. The drive-through elements and delivery door are located on the south side of the building, away from the front façade and Hudson Boulevard right-of-way. A concrete walk/patio is situated in the east side yard next to the building. (2) Site design shall accommodate a logical and safe vehicle and pedestrian circulation pattern. Adequate queuing lane space shall be provided, without interfering with on-site parking/circulation. Vehicle and pedestrian circulation is typical of similar drive-through restaurants and adequate queuing is provided on site. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 10 (3) Drive-through canopies and other structures, where present, shall be constructed from the same materials as the primary building, and with a similar level of architectural quality and detailing. The drive-through canopy will match the design of the primary building. (4) Sound from any speakers used on the premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. Sound will not be audible above a level of normal conversation beyond the property boundaries. The site does not abut residentially zoned property. We have also reviewed the proposed site plan for Lot 1, Block 1 in accordance with general Conditional Use Permit standards in Section 105.12.290 and find that the ordinance standards have been met, specifically: (1) The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the City. (2) The use or development conforms to the city comprehensive plan. The property is guided and zoned Commercial. Drive-through establishments are permitted as a conditional use in Commercially zoned properties. The proposed development conforms with the Comprehensive Plan and Zoning Ordinance. (3) The use or development is compatible with the existing neighborhood. The proposed use is compatible with the adjacent commercial and retail uses. (4) The proposed use meets all specific development standards. The proposed use meets all specific development standards, including the Standards for Food Services in Section 105.12.520 of the Zoning Ordinance, as discussed above. (5) If the proposed use is in a floodplain management or shore land area, the proposed use meets all the standards. The proposed use is not located in a floodplain management or shoreland area. (6) The proposed use will be designed, constructed, operated, and maintained so it will not change the essential character of that area. The proposed use will be designed, constructed, operated and maintained so as to be compatible with the adjacent commercial and retail uses. (7) The proposed use will not be hazardous or create a nuisance to existing or future neighboring structures. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 11 The proposed use will not be hazardous or create a nuisance to existing or future neighboring structures. (8) The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The proposed use will be served adequately by essential public facilities and services. (9) The proposed use will not create excessive additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. Adequate public facilities and services exist for the proposed use. No public costs are anticipated for the proposed use. (10) The proposed use will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed use does not include any uses, activities, equipment or conditions of operation that will be detrimental to the general welfare of any person or property. (11) Vehicular approaches to the property will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. Vehicular approaches to the property will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. The site complies with Hudson Boulevard design guidelines. (12) The proposed use will not result in the destruction, loss, or damage of a natural or scenic features of major importance. Not applicable. Lot 1, Block 2 The proposed use for Lot 1, Block 2 is an auto sales and service dealership (automotive sales and storage lots and automotive maintenance services. This includes the sale of new and pre-owned automobiles; the sale of auto parts and accessories; test drives, parking, and delivery of new and pre-owned automobiles; indoor and outdoor overnight storage of new and pre-owned vehicles; maintenance, repair and charging of new and pre-owned automobiles; sale of solar panels, batteries and other energy products; and general office use. All vehicle repairs for this facility will occur within the dealership building. The proposed uses for Lot 1, Block 2 are permitted as conditional uses in the Commercial district. The Lot 1, Block 2 uses are proposed permitted uses with the PUD. The conditional use permit standards in Section 105.12.290 are provided below in order to demonstrate compatibility as a permitted use in the PUD. We find that the ordinance standards have been met, specifically: Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 12 (1) The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. The auto dealership and service will not be detrimental or endanger the safety, comfort or welfare of the neighborhood or the city. (2) The use or development conforms to the city comprehensive plan. The auto dealership and service is proposed for a lot that is guided and zoned Commercial. The proposed development conforms with the Comprehensive Plan and Zoning Ordinance. (3) The use or development is compatible with the existing neighborhood. The auto sales and service dealership is compatible with the existing neighborhood. Adjacent residential developments are high density and provide an appropriate transition between commercial and lower density residential areas. The dealership will add to existing commercial and retail developments at the northwest corner of the I-94 interchange. The proposed use is likely to have a positive effect in the surrounding commercial area with the investment that is put into developing the property and providing access to additional commercial lots. (4) The proposed use meets all specific development standards. The proposed use complies with all specific development standards, including additional standards for sales and storage lots and automobile maintenance services. (5) If the proposed use is in a floodplain management or shore land area, the proposed use meets all the standards. The auto dealership and service is not located in a floodplain management or shoreland area. (6) The proposed use will be designed, constructed, operated, and maintained so it will not change the essential character of that area. The auto dealership and service will be constructed to a high standard of design. Stucco facades and parapets break up the mass of the building. Glazed glass and accented metal panels mark the entrance which faces towards Hudson Boulevard. The dealership will be maintained as a sales lot and servicing facility and is not anticipated to have any negative effect on the essential character of the area. (7) The proposed use will not be hazardous or create a nuisance to existing or future neighboring structures. The proposed use will not be hazardous or create a nuisance to existing or future neighboring structures. The facility will also sell and service electric vehicles which do not use carburetor engines or exhaust systems. Electric vehicles are mostly silent. (8) The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 13 The auto dealership and service will be served adequately by essential public facilities and services. (9) The proposed use will not create excessive additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. The auto dealership and service will not create excessive additional requirements at public cost for public facilities and will not be detrimental to the economic welfare of the community. The proposed development will provide access to new commercial lots and promote the economic welfare of the community. (10) The proposed use will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The auto dealership and service does not include any uses, activities, equipment or conditions of operation that will be detrimental to the general welfare of any person or property. The facility will sell and service electric vehicles which do not use carburetor engines or exhaust systems. (11) Vehicular approaches to the property will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. Improvements to Hudson Boulevard are proposed that will adequately control and manage traffic on surrounding public throughfares. The improvement will follow the city’s Hudson Boulevard design standards and include construction of turn lanes at previously approved access points into the site. (12) The proposed use will not result in the destruction, loss, or damage of a natural or scenic features of major importance. There are no natural or scenic features of major importance on the site. Summary We respectfully request approval of the Preliminary Plat and Preliminary PUD to allow for the construction of the electric auto sales dealership and fast food restaurant (Dairy Queen) on the site. We anticipate the application will be heard at the Planning Commission on March 13th with the final action by City Council on April 4th. Contact Information This document was prepared by: Nicholas Ouellette Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. Preliminary Plat Written Statements Lake Elmo, MN Prepared for: Drake Real Estate Services February 13, 2023 SUBMITTED TO Lake Elmo Planning & Zoning 3880 Laverne Avenue N Lake Elmo, MN 55042 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Preliminary Plat Written Statements ............................................................................................................ 1 Summary ....................................................................................................................................................... 3 Contact Information ...................................................................................................................................... 3 Electric Auto Sales & Service, Lake Elmo, MN February 13, 2023 DLR22002 1 Preliminary Plat Written Statements On behalf of Drake Real Estates Services, Landform is pleased to submit this application for preliminary plat approval for “Ebertz Addition” a four lot subdivision located on 18.2 acres on Hudson Boulevard west of Keats Avenue North. The following responses are provided as specified by the Preliminary Plat Application Requirements: A. A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates; Owner: Ebertz Enterprises Applicant: Jon Hauser 1147 Clipper Way 496 South Broadway Woodbury, MN 55125 Denver, CO 80209 jgebertz@aol.com hauser@drakeres.com 303-825-6200 Engineer: Tom Meyer, PE Dairy Queen Joseph Radach, PE 105 South 5th Avenue Engineer: 8915 Vernon Street Suite 513 Rockford, MN 55373 Minneapolis, MN 55401 jradach@contourcd.com tmeyer@landform.net 612-730-2265 612-638-0241 B. A listing of the following site data: Address, current zoning, parcel size in acres and square feet, property identification number(s) (PID), and current legal description(s); Address: No property address assigned. Current Zoning: Both parcels are currently zoned Commercial (C) Parcel #1 PID: 34.029.21.44.0006 Parcel #1 Size: 14.2 acres (618,552 square feet) Parcel #2 PID: 34.029.21.44.0004 Parcel #2 Size: 4.0 acres (174,240 square feet) Current Legal: THE WEST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE 21, EXCEPT THAT PART DEPICTED AS PARCEL 33B ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 82-43 FILED MARCH 22, 1982, AS DOCUMENT NO. 429592, WHICH WAS TAKEN BY THE STATE OF MINNESOTA IN FINAL CERTIFICATE DATED OCTOBER 4, 1989, FILED OCTOBER 24, 1989, AS DOCUMENT NO. 613150. WASHINGTON COUNTY, MINNESOTA C. A listing of general information including: the proposed name of the subdivision, the number of proposed lots, acreage dedicated for open space or public use, acreage dedicated within rights of way; Proposed Name: Ebertz Addition Proposed Lots: Four lots are proposed. Open Space: No acreage is dedicated for open space or public use. Electric Auto Sales & Service, Lake Elmo, MN February 13, 2023 DLR22002 2 ROW Acreage: 3,870 square feet (.09 acres) or right-of-way will be dedicated to the City for Hudson Boulevard. D. An explanation of how issues have been addressed since the Sketch Plat phase of the development; The project team has met with City staff numerous times to address issues with the sketch plan, including the design of Hudson Boulevard and management of wetlands on site. A response to comments included with this submittal as a separate document describes how project staff have worked to address project issues raised by City staff. E. A narrative explaining the intent of the project and/or your original or revised vision for the finished product; The intent and vision of the project is to develop a high quality business park for an electric automotive dealership and services business in addition to a fast food restaurant and two lots for future development. The preliminary PUD narrative included with this submittal describes the intent of the project in further detail. F. A statement showing the proposed density of the project with the method of calculating said density shown; Not applicable. The proposed project is a commercial development. G. Discuss proposed infrastructure improvements and phasing thereof (i.e. proposed roadways, sewer systems, water systems, sidewalks/trails, parking, etc) necessary to serve the subdivision; Hudson Boulevard will be reconstructed to the City’s design standard. Utility lines will be extended into the property including services for future lots. The infrastructure improvements for this development will be constructed in one phase. H. A narrative addressing concerns/issues raised by neighboring properties (discussing your proposal with the neighboring land owners is recommended to get a sense of what issues may arise as your application is processed); No issues have been raised by neighbors. Neighbors will have an opportunity to voice any concerns or issues at the preliminary plat public hearing. I. A description of how conflicts with nearby land uses (livability, value, potential future development, etc.) and/or disturbances to wetlands or natural areas are being avoided or mitigated; The property is guided and zoned Commercial. The proposed development is consistent with the uses planned by the City and screening and landscaping are provided to minimize conflicts with nearby residential developments in compliance with the ordinance requirements. The site plan has been modified to minimize impacts to the wetland in the southwest corner of the site. Required improvements to Hudson Boulevard will have a minor impact on the wetland. J. Provide justification that the proposal will not place an excessive burden on roads (traffic), sewage, water supply, parks, schools, fire, police, or other public facilities/services (including traffic flows) in the area. Electric Auto Sales & Service, Lake Elmo, MN February 13, 2023 DLR22002 3 The property is zoned Commercial and the planned land use is Commercial in the 2040 Comprehensive Plan. Existing utilities are sufficient to service the proposed development. Hudson Boulevard is classified as a major collector roadway in the 2040 Comprehensive Plan and is sufficient to accommodate increased traffic from the proposed development. K. If applicable, provide a description of proposed lakeshore access (i.e. shared dock with multiple slips, individual docks for each lot, etc.); Not applicable. L. A description of proposed parks and/or open space. Please include a brief statement on the proposed ownership and maintenance of said areas; Not applicable. M. A proposed development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas). The anticipated construction start date is June 1, 2023. Infrastructure and site improvements will be constructed in a single phase. Lots 1 and 3, Block 2 are reserved for future development. Summary We respectfully request approval of the Preliminary Plat to allow for the construction of the electric auto sales dealership and fast food restaurant (Dairy Queen) on the site. We are also requiring approval of Preliminary PUD and have submitted a separate narrative for that request. We request that both applications be processed currently and anticipate the application will be heard at the Planning Commission on March 13th and City Council on April 4th. Contact Information This document was prepared by: Nicholas Ouellette Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. Site Rendering City Submittal • 02.15.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. NORTH 0 20’ 40’ 80’Highway 94Hu d s o n B o u l e v a r d Block 2 Lot 3 Block 2 Lot 2 Block 2 Lot 1 50,527 s.f. building Block 1 Lot 1 LAKE ELMO, MNSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLELECTRIC AUTO SALES & SERVICELAKE ELMO, MINNESOTAMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY/OVERHANGBIT. EDGEFESCATCH BASINMANHOLEDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETEXISTING CONDITIONSPRELIMINARY PLATTREE PRESERVATIONOVERALL SITE PLANLOT 1 BLOCK 2 SITE PLANOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLENLARGED BUILDING GRADING, DRAINAGE,PAVING & EROSION CONTROLSOUTH GRADING, DRAINAGE, PAVING& EROSION CONTROL PLANNORTH GRADING, DRAINAGE, PAVING& EROSION CONTROL PLANSWPPP NOTESOVERALL UTILITIESSTORM SEWERSANITARY & WATERHUDSON BOULEVARD EXISTINGCONDITIONS & DEMOLITIONHUDSON BOULEVARD ALIGNMENTHUDSON BOULEVARD PLAN & PROFILEHUDSON BOULEVARD PLAN & PROFILEHUDSON BOULEVARD TYPICAL SECTIONSHUDSON BOULEVARD PAVING PLANHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSOVERALL LANDSCAPE PLANENLARGED LANDSCAPE PLANPHOTOMETRICSLANDSCAPE DETAILSAREA LOCATION MAPABBREVIATIONSSYMBOLSEROSION CONTROL SYMBOLSDRAWING SYMBOLSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG120GM12"STS8"SANLTFENCINGCONCRETE CURBRETAINING WALL OEMANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMBMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSC0.1C1.1C1.2C1.4C2.0C2.1C3.0C3.1C3.2C3.3C3.4C4.0C4.1C4.2C5.1C5.2C5.3AC5.3BC5.4C5.5C5.6C5.7C5.8C5.9C5.10C7.1C7.2C7.3C7.4L2.0L2.1L4.1L7.1C21C7.31122PROJECT BENCHMARK:MNDOT NAME: 8282 AXIN LAKE ELMO, 0.05 MILE EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 ANDWOODBURY DRIVE (KEATS AVENUE NORTH) IN LAKE ELMO, AT INTERSTATE HIGHWAY 94 MILEPOINT 251.75, 69.8 FEETNORTH OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 1.5 FEET SOUTH OF WITNESS POST.ELEVATION = 938.31 (NAVD 88)MNDOT NAME: 8282 AYIN LAKE ELMO, 0.7 MILE EAST ALONG INTERSTATE HIGHWAY 94 ROM THE JUNCTION OF INTERSTATE HIGHWAY 94 ANDINWOOD AVENUE NORTH/RADIO DRIVE IN LAKE ELMO, AT INTERSTATE HIGHWAY 94 MILEPOINT 250.85, 38.7 FEET NORTHOF WESTBOUND INTERSTATE HIGHWAY 94 FOG LONE, 41.7 FEET SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF AWITNESS POST.ELEVATION = 985.73 (NAVD 88)SITE BENCHMARK:TBDELEVATION = TBD (NAVD 88)SOIL BORINGB-X123.45%1.00THE WEST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE21, EXCEPT THAT PART DEPICTED AS PARCEL 33B ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAYPLAT NO. 82-43 FILED MARCH 22, 1982, AS DOCUMENT NO. 429592, WHICH WAS TAKEN BY THE STATE OF MINNESOTA INFINAL CERTIFICATE DATED OCTOBER 4, 1989, FILED OCTOBER 24, 1989, AS DOCUMENT NO. 613150.WASHINGTON COUNTY, MINNESOTA234.5LIGHT POLE3MINOR CONTOUR123MINOR CONTOUR123LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: TOM MEYERPROJECT CONTACTSCIVIL ENGINEERARCHITECTLANDFORMSURVEYORLANDFORM08.29.22 10.26.22XXX XXXXXXXXXXXXXXXXXXXXXXXXXX01.25.23 02.13.23SHEETS ISSUED BY DATECOMPOST/BIO LOG))))))))))))))))))))DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX. ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL. 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OR P/L Property LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/W Right of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearUNDERGROUND FIBER OPTICFOEROSION CONTROL BLANKETNORTHNO SCALEDRAKE REAL ESTATE SERVICES496 S. BROADWAYDENVER, CO, 80209TEL (303) 825-6200CONTACT: JON HAUSER105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHN105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECTI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "C".LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "L".JOSH POPEHN, RLALICENSE NUMBER:DATE:44803X X XX X X XXX X X XX12.21.22X X XX X X10TH ST N.SITE10TH ST N.KEATS AVE N.LAKE ELMO AVE N.INWOOD AVE N.4TH ST N.HUDSON BLVD N.HUDSON BLVD N.HUDSON RDHUDSON RDBIELENBERG DRRADIO DRWOODBURY DRSETTLERS RIDGE PKWYHUDSON RDTAMARACK RD4944949494NAMA PARTNERS6140 GREENWOOD PLAZA BOULEVARD, SUITE 100GREENWOOD VILLAGE, CO 80111TEL 720-289-0001CONTACT: MIKE BRETTMANNTHOMAS O. MEYER, P.E.42016CIVIL & LANDSCAPETITLE SHEETC0.1PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALX XX X X XXX X XX X XXXXXXX X XX X XX X XX X XX X XX XX X XX X XX X XX X02/13/202302/13/2023X Δ18" X 29" ARCH PIPE FESINV=956.6218" X 29" ARCH PIPE FESINV=957.3318" X 29" ARCH PIPE FESINV=957.32CABX ST STMH RE=0.00COBX CABX SS SSMH RE=965.67 CABX CB RE=964.9612" FES ()INV=962.35 ()CABX T NH18" FES () INV=966.56 ()18" FES ()INV=967.75 ()SS SSMH RE=964.05 INV=955.56 (12" PVC-NW) INV=955.56 (12" PVC-NE)18" FES ()INV=972.71 ()18" FES ()INV=974.05 ()[30000] CHK 90000 978.715" FES ()INV=992.22 ()[30117]CHK IP996.2 CBRE=991.08STMH RE=991.07 CBRE=986.72INV=981.87 (18" -)HYD58" X 36" ARCH PIPE FESINV=981.50[30370] CHK 90000 978.7HYDSSSSMHRE=991.72 SS SSMHRE=984.80HYD HY D SS SSMHRE=974.86 SS SSMHRE=973.89HYD SS SSMHRE=971.60HYDSSSSMHRE=1002.26CBRE=1001.48SSSSMHRE=998.7618" FES ()INV=991.68 ()21" FES ()INV=994.01 ()15" FES ()INV=991.88 ()SKIMMER FL LOWRE=996.58-LOWRE=997.41-HIGHINV=992.28 (W)INV=992.41 (E)WIER INV=992.93TOP WEIR=994.14SUMP ELEV=991.9447" FES () INV=991.21 ()DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744(TRUNK HIGHWAY NO. 12) INTERSTATE HIGHWAY NO. 94 HUDSON BLVD.EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.NORTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21. SOUTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21. MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)SAVONA TOWNHOMES HOMEOWNERS ASSOCPID: 3402921410164(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 HUDSON B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1[22000] CHK CP 965.7 #488 6" (DBH) PIN OAK #487 18" (DBH) WHITE PINE#486 20' RED CEDAR#485 20" (DBH) WHITE PINE#484 30' WHITE PINE#483 22" (DBH) WHITE PINE#482 14" (DBH) WHITE PINE#481 12" (DBH) WHITE PINE#480 22" (DBH) WHITE PINE#479 17" (DBH) WHITE PINE#478 12" (DBH) WHITE PINE#477 22" (DBH) WHITE PINE#476 16" (DBH) WHITE PINE#475 18" (DBH) WHITE PINE#474 18" (DBH) WHITE PINE#473 8" (DBH) WHITE PINE#472 18" (DBH) WHITE PINE#471 20' WHITE PINE#470 8" (DBH) RED PINE#469 10" (DBH) RED PINE#468 22' WHITE PINE#467 24' WHITE PINE#466 20' WHITE PINE PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALBackground information shown is from survey by Landform, Minneapolis, MN, on July 19, 2022, expressly for this project; City ofLake Elmo, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for informationprovided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissionsdiscovered shall be reported to the Engineer.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared byAmerican Engineering Testing, Albertville, MN, on August 1, 2022.1.2.EXISTING CONDITIONSNORTH0 60 120EXISTING CONDITIONSC1.1 DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744(TRUNK HIGHWAY NO. 12)HUDSON BLVD.EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.NORTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21. SOUTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21. MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 HUDSON B L V D. Public Str e etRETAINING WALL-GRAVEL-WETLAND #1DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 396374435' PARKING SETBACK50' BUILDING SETBACK35' PARKING SETBACK 50' BUILDING SETBACK 10' BUILDING & PARKING SETBACK15' FRONT PARKING SETBACK30' FRONT BUILDING SETBACK10' PARKING SETBACK 15' PARKING SETBACK30' REAR BUILDING SETBACK 25' BUILDING SETBACK15' PARKING SETBACK25' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK10' PARKING SETBACK15' PARKING SETBACK 10' BUILDING & PARKING SETBACK35' PARKING SETBACK50' BUILDING SETBACKS4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 Δ =3 °4 0 '5 9 " R =2 7 6 4 .7 9 L =1 7 7 .7 2 N00°01'26"W 286.05S38°51'11"W 110.20Δ=16°21'40"R=868.52L=248.0115' PARKING SETBACK30' BUILDING SETBACKS00°01'13"W 15.00S89°58'47"E 228.24S89°58'47"E 434.00 EAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.50WETLAND BUFFERS00°01'13"W 292.40L=51.19R=90.00Δ=32°35'16"S32°36'29"W 157.89L=103.79R=90.00Δ=66°04'18"S 3 3 ° 2 7 ' 4 9 " E 2 2 . 5 7 S00°01'26"E 290.88N00°01'13"E 740.46N00°01'13"E 477.18S00°01'26"E 463.27N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50 R=758.51Δ=24°39'45"S26°29'04"E 10.00L =2 7 2 .2 9 R =7 6 8 .5 1 Δ =2 0 °1 8 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACKDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTBLOCK 2LOT 2BLOCK 1LOT 1LOT 1LOT 3PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALPRELIMINARY PLATC1.2NORTH0 60 120The Property is Zoned C- CommercialBuilding Setback Information is as follows:Front Yard = 30 ft.Rear = 30 ft.Side (Interior) = 10 ft.Side (Corner) = 25 ft.Parking Setback Information is as follows:Front Yard = 15 ft.Rear = 10 ft.Side (Interior) = 10 ft.Side (Corner) = 15 ft.Lot, Block:THE WEST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29,RANGE 21, EXCEPT THAT PART DEPICTED AS PARCEL 33B ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHTOF WAY PLAT NO. 82-43 FILED MARCH 22, 1982, AS DOCUMENT NO. 429592, WHICH WAS TAKEN BY THE STATE OFMINNESOTA IN FINAL CERTIFICATE DATED OCTOBER 4, 1989, FILED OCTOBER 24, 1989, AS DOCUMENT NO. 613150.WASHINGTON COUNTY, MINNESOTALEGAL DESCRIPTIONLOT AREA TABLEZONING AND SETBACK SUMMARYLOT SIZE:Lot 1, Blk 1Lot 1, Blk 2Lot 2, Blk 2Lot 3, Blk 2*3,870 s.f. Right-of-Way Dedication40,681 s.f.269,112 s.f.116,440 s.f.312,863 s.f.Total Existing Site Area: 742,966 S.F. = 17.06 AC.Wetland Area: 3,944 S.F. = 0.09 AC.Upland Area: 739,022 S.F. = 16.97 AC.AREA SUMMARYPROJECT BENCHMARK:MNDOT NAME: 8282 AXIN LAKE ELMO, 0.05 MILE EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94AND WOODBURY DRIVE (KEATS AVENUE NORTH) IN LAKE ELMO, AT INTERSTATE HIGHWAY 94 MILEPOINT 251.75, 69.8FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 1.5 FEET SOUTH OF WITNESS POST.ELEVATION = 938.31 (NAVD 88)MNDOT NAME: 8282 AYIN LAKE ELMO, 0.7 MILE EAST ALONG INTERSTATE HIGHWAY 94 ROM THE JUNCTION OF INTERSTATE HIGHWAY 94 ANDINWOOD AVENUE NORTH/RADIO DRIVE IN LAKE ELMO, AT INTERSTATE HIGHWAY 94 MILEPOINT 250.85, 38.7 FEETNORTH OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LONE, 41.7 FEET SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FEETSOUTH OF A WITNESS POST.ELEVATION = 985.73 (NAVD 88)SITE BENCHMARK:TBDELEVATION = TBD (NAVD 88)BENCHMARKLEGENDExisting EasementProposed EasementProposed SetbackProperty LineUnderlying Parcel LineInterior Lot Line CABX TNHSS SSMH RE=964.05 INV=955.56 (12" PVC-NW) INV=955.56 (12" PVC-NE)18" FES ()INV=972.71 ()18" FES ()INV=974.05 ()[30000] CHK 90000 978.7 [30117]CHK IP996.2 CBRE=986.72INV=981.87 (18" -)H YD58" X 36" ARCH PIPE FESINV=981.50[30370] CHK 90000 978.7HYDSSSSMHRE=991.72 SS SSMHRE=984.80HYD HY D SS SSMHRE=974.86 SS SSMHRE=973.89HYDRE=1002.26SSSSMHRE=998.76 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150B-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALLWETLAND #1[22000] CHK CP 965.7 #488 6" (DBH) PIN OAK #487 18" (DBH) WHITE PINE#486 20' RED CEDAR#485 20" (DBH) WHITE PINE#484 30' WHITE PINE#483 22" (DBH) WHITE PINE#482 14" (DBH) WHITE PINE#481 12" (DBH) WHITE PINE#480 22" (DBH) WHITE PINE#479 17" (DBH) WHITE PINE#478 12" (DBH) WHITE PINE#477 22" (DBH) WHITE PINE#476 16" (DBH) WHITE PINE#475 18" (DBH) WHITE PINE#474 18" (DBH) WHITE PINE#473 8" (DBH) WHITE PINE#472 18" (DBH) WHITE PINE#471 20' WHITE PINE#470 8" (DBH) RED PINE#469 10" (DBH) RED PINE#468 22' WHITE PINE#467 24' WHITE PINE#466 20' WHITE PINE PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL02/13/2023NORTH0 60 120TREE PRESERVATIONC1.4:Tree RemovalLEGENDTREE PRESERVATION REQUIREMENTSCode Sec. 105.12.470Up to 30% removals without replacement. Removal calculations apply to each tree type individually andany replacements needed shall apply to each tree type (hardwood, coniferous, common).Replacement multipliersHardwoods - 1/2 per inch lostConiferous - 1/2 per inch lostCommon - 1/4 per inch lostTree Type Total inches Inches Removed (30% allowed) Inches Mitigated (70%) Replacement Inches RequiredHardwoods 6 6 4 2Coniferous 301 301 211 106 (27-8' ht. trees)Common 0 0 0 0 PROPOSED BUILDING50,527 S.F.FFE = 982.0035' PARKING SETBACK50' BUILDING SETBACK35' PARKING SETBACK 50' BUILDING SETBACK 10' BUILDING & PARKING SETBACK15' FRONT PARKING SETBACK30' FRONT BUILDING SETBACKNOPARKING NOPARKING NOPARKING 10' PARKING SETBACK 15' PARKING SETBACK30' REAR BUILDING SETBACK 25' BUILDING SETBACK15' PARKING SETBACK25' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK10' PARKING SETBACK15' PARKING SETBACK 10' BUILDING & PARKING SETBACK35' PARKING SETBACK50' BUILDING SETBACKS4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 Δ =3 °4 0 '5 9 " R =2 7 6 4 .7 9 L =1 7 7 .7 2 N00°01'26"W 286.05S38°51'11"W 110.20Δ=16°21'40"R=868.52L=248.0115' PARKING SETBACK30' BUILDING SETBACKS00°01'13"W 15.00S89°58'47"E 228.24S89°58'47"E 434.00 TEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.50WETLAND BUFFERS00°01'13"W 292.40L=51.19R=90.00Δ=32°35'16"S32°36'29"W 157.89L=103.79R=90.00Δ=66°04'18"S 3 3 ° 2 7 ' 4 9 " E 2 2 . 5 7 S00°01'26"E 290.88N00°01'13"E 740.46N00°01'13"E 477.18S00°01'26"E 463.27N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50R=758.51Δ=24°39'45"S26°29'04"E 10.00L =2 7 2 .2 9 R =7 6 8 .5 1 Δ =2 0 °1 8 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACK WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOSTΔCABX ST COBX CABX SS CABX CABX TNHSSHYDSSSSHYDHYDSS SSHYD SSHYDSS (TRUNK HIGHWAY NO. 12)HUDSON BLVD.EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.NORTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)SAVONA TOWNHOMES HOMEOWNERS ASSOCPID: 3402921410164(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 Public StreetHUDSON B L V D. Public Str e etRETAINING WALL-GRAVEL-WETLAND #1LOT 1BLOCK 2LOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2LOT 3BLOCK 2FUTUREBUILDINGFUTUREBUILDING15,000 SF58,000 SFREFER TO SHEET C2.1Total Parking Stalls Required37,536 s.f. / 250 = 151 stallsRequired Parking:37,536 s.f. Total gross floor areaOne Stall per 250 s.f. of gross floor area used for sales or customer service. One stall per 2,000 s.f. of outside sales/display area. 6345351Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(9x18)166The Property is Zoned C - CommercialBuilding Setback Information is as follows:Front Yard = 30 ft.Rear = 30 ft.Side (interior) = 10 ft.Side (corner) = 25 ftParking Setback Information is as follows:Front Yard = 15 ft.Rear = 10 ft.Side (interior) = 10 ft.Side (corner) = 15 ftLot Coverage Information is as follows:Lot Area Minimum = 20,000 s.f. = 0.46 ac.Lot Width Minimum = 100 ft.Total Site Area = 742,967 s.f. = 17.06 ac.ImperviousPerviousTotal269,112199,38969,723s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:269,1120269,112s.f.s.f.s.f.6.184.581.606.180.006.18Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.GENERAL NOTESPARKING SUMMARY (LOT 1 - BLOCK 2)AREA SUMMARY (LOT 1 - BLOCK 2)ZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)ImperviousPerviousTotal116,44087,33029,110s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:116,4400116,440s.f.s.f.s.f.2.702.030.672.6702.67AREA SUMMARY (FUTURE LOT 2 - BLOCK 2)100.0%75.0%25.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal312,863234,64778,216s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:312,8630312,863s.f.s.f.s.f.7.185.381.807.1807.18AREA SUMMARY (FUTURE LOT 3 - BLOCK 2)100.0%75.0%25.0%100.0%0.0%100.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal40,68125,96714,714s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:40,681040,681s.f.s.f.s.f.0.930.600.330.930.000.93AREA SUMMARY (LOT 1 - BLOCK 1)ac.ac.ac.ac.ac.ac.ea.ea.ea.ea.100.0%63.8%36.2%100.0%0.0%100.0%100.0%74.1%25.9%100.0%0.0%100.0%100.0%0.0%100.0%2.3.4.5.6.7.1.29,970 s.f. Total outside sales/display area29,970 s.f. / 2,000 = 15 stallsCustomer Parking - 127 stallsEmployee Parking - 39 stallsPROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALOVERALLSITE PLANC2.0NORTH0 60 120 PROPOSED BUILDING50,527 S.F.FFE = 982.0035' PARKING SETBACK50' BUILDING SETBACK10' BUILDING & PARKINGSETBACK15' FRONT PARKING SETBACK30' FRONT BUILDING SETBACKNOPARKING NOPARKING NOPARKING 10' PARKING SETBACK 15' PARKING SETBACK30' REAR BUILDING SETBACK 25' BUILDING SETBACK15' PARKING SETBACK25' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK15' PARKING SETBACK35' PARKING SETBACK50' BUILDING SETBACKS4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 Δ =3 °4 0 '5 9 " R =2 7 6 4 .7 9 L =1 7 7 .7 2 N00°01'26"W 286.05S38°51'11"W 110.20Δ=16°21'40"R=868.52L=248.0115' PARKING SETBACK30' BUILDING SETBACKS00°01'13"W 15.00S89°58'47"E 228.24S89°58'47"E 434.00T SE PONDHWL=971.48NWL=967.50BTM=964.50WETLAND BUFFERS00°01'13"W 292.40L=51.19R=90.00Δ=32°35'16"S32°36'29"W 157.89L=103.79R=90.00Δ=66°04'18"S 3 3 ° 2 7 ' 4 9 " E 2 2 . 5 7 S00°01'26"E 290.88N00°01'13"E 740.46N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50R=758.51Δ=24°39'45"S26°29'04"E 10.00L =2 7 2 .2 9 R =7 6 8 .5 1 Δ =2 0 °1 8 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACK WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOSTΔCABXTNHSS (TRUNK HIGHWAY NO. 12)HUDSON BLVD.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150 Public StreetHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 HUDSON B L V D. Public Str e etRETAINING WALLWETLAND #118'30'9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.) 9' (TYP.) 18' 197.8'LOT 1BLOCK 2MONUMENT SIGNFOR LOTS 1-3BLOCK 2COMBINED PYLON SIGNFOR ALL BLOCK 1 & 2PROPERTIESLOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2FUTUREBUILDING9'(TYP.)17'18'30'12'24'18'9'(TYP.)9'(TYP.)9'(TYP.)24'36'24'36'24'36'24'18'29'19'10'9'(TYP.)18'30'18'6'6'18'30'18'9'(TYP.)9'(TYP.)9'(TYP.)9' (TYP.) 14'14'22'22'247.8'35'3822202024171071717121071527333838R4'R4'R4'R4'R4 'R3 . 5 'R8'R8 'R25'R5'R3.5'R3.5'R3.5'R20'R3.5'R3.5'R4'R 4 ' R25' R106'R74' R12' R 2 5 ' R70' R5'R10'R3.5'R3.5'R6'R5'R20'R25'R25'R25'R25'R3.5'R3.5'R20'R3.5'R3.5'R74'R106' R 1 5 ' R2'R2'R4'R4'R4 'R4'R 4 'R4'R4'R4'R4'R4'R4'R4'R4 'R4'R4'R4'R4'R40'R3.5'R3.5'R3 . 5 '2ac15,000 SF32' 5.5' 5'7R 3 . 5 'R3.5'R28'R3.5'24'R5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'(2) BARRICADESMUTCD TYPE 111"STOP" SIGNMNMUTCD R1-1"STOP" SIGNMNMUTCD R1-1107'4107'86.5'250'403.96'4"STOP" SIGNMNMUTCD R1-1C7.23BOLLARD WITHADA SIGN (TYP.)C7.23BOLLARD WITHADA SIGN (TYP.)C7.24BOLLARD(TYP.)4acR20'R20'PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALLOT 1 BLOCK 2SITE PLANC2.1NORTH0 40 80Total Parking Stalls Required37,536 s.f. / 250 = 151 stallsRequired Parking:37,536 s.f. Total gross floor areaOne Stall per 250 s.f. of gross floor area used for sales or customer service. One stall per 2,000 s.f. of outside sales/display area. 6345351Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(9x18)166The Property is Zoned C - CommercialBuilding Setback Information is as follows:Front Yard = 30 ft.Rear = 30 ft.Side (interior) = 10 ft.Side (corner) = 25 ftParking Setback Information is as follows:Front Yard = 15 ft.Rear = 10 ft.Side (interior) = 10 ft.Side (corner) = 15 ftLot Coverage Information is as follows:Lot Area Minimum = 20,000 s.f. = 0.46 ac.Lot Width Minimum = 100 ft.Total Site Area = 742,967 s.f. = 17.06 ac.ImperviousPerviousTotal269,112199,38969,723s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:269,1120269,112s.f.s.f.s.f.6.184.581.606.180.006.18Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.GENERAL NOTESPARKING SUMMARY (LOT 1 - BLOCK 2)AREA SUMMARY (LOT 1 - BLOCK 2)ZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)ImperviousPerviousTotal116,44087,33029,110s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:116,4400116,440s.f.s.f.s.f.2.702.030.672.6702.67AREA SUMMARY (FUTURE LOT 2 - BLOCK 2)100.0%75.0%25.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal312,863234,64778,216s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:312,8630312,863s.f.s.f.s.f.7.185.381.807.1807.18AREA SUMMARY (FUTURE LOT 3 - BLOCK 2)100.0%75.0%25.0%100.0%0.0%100.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal40,68125,96714,714s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:40,681040,681s.f.s.f.s.f.0.930.600.330.930.000.93AREA SUMMARY (LOT 1 - BLOCK 1)ac.ac.ac.ac.ac.ac.ea.ea.ea.ea.100.0%63.8%36.2%100.0%0.0%100.0%100.0%74.1%25.9%100.0%0.0%100.0%100.0%0.0%100.0%2.3.4.5.6.7.1.29,970 s.f. Total outside sales/display area29,970 s.f. / 2,000 = 15 stallsCustomer Parking - 127 stallsEmployee Parking - 39 stalls CABX ST COBX CABX CABX CABX TNH(TRUNK HIGHWAY NO. 12)HUDSON BLVD.EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 HUDSON B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING 980976976 9779 7 7 9779789 7 8 978979 9 7 9 97998098 0 9 8 1 981 976 977 975 97597397497697797898198298598 3983984985990 982983984986987988989991992993994975980985990972972 973973974976977978979981982983984986987988989991992 STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>985990 986987988989980985 979981982983984986987988 975974976 977>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 2.2% 2.0% 2.7% 2.5% 4.0% 4.6%1.5%1.6% 3.5% 3.6%2.9%2.3%2.4%3.1%4.8%1.9%980981981 980981 980981980980981 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.501.5% 1.3%1.4%1.5%1.4%1.4% 1.6%2.0%1.8%1.5%3.1%2.2% 2.1% 2.1%2.0%1.2%0.9%0.7%0.8%GRADE BREAK GRADEBREAK GRADE BREAK GRADEBREAKGRADEBREAK GRADE BREAK GRADE BREAK GRADEBREAKGRADEBREAK1.5%1.5%1.5%1.9% 3. 3 %1.7%3.1%2.8%2.1%1.5%1.5%3.3%GRADEBREAK25' WETLAND BUFFER1.4%0.9%2.9%2.3%0.7%1.2%1.5% 2.3% 1.6% 1.6%2.5%1.8%1.7%1.6%2.7 % 0.7%0.9%1.0%2.6%1.0%0.9%970970975980985990966967968969971972973974976977978979981982983984986987988989>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>975976977975970REFER TO SHEET C3.1REFER TO SHEET C3.3REFER TO SHEET C3.2EOF EO F EO F PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALOVERALL GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.0NORTH0 60 120Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by American Engineering Testing, Dated 09/14/22, for additional information on backfillmaterial and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.nstall perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Reserved.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.ItemSpecification NumberSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N (for 12 mo.) 4N (for 24 mo.))FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.2 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report by American Engineering Testing, Dated 09-14-2022)a. Bituminous Paving (Light Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA330F)Tack Coat (MNDOT 2357)2-inch Bituminous Base (MNDOT 2360, SPNWB340F)6-inch Aggregate Base (MNDOT 3138, Class 5)12-inch Granular Sub-Base (MNDOT 3149.2B4)Compacted Subsoilb. Bituminous Paving (Heavy Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA440F)Tack Coat (MNDOT 2357)2.5-inch Bituminous Base (MNDOT 2360, SPNWB330F)8-inch Aggregate Base (MNDOT 3138, Class 5)12-inch Granular Sub-Base (MNDOT 3149.2B4)Compacted Subsoilc. Concrete Walkways4-inch Concrete Walk, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301)4-inch Aggregate Base (MNDOT 3138, CLASS 5)Compacted Subsoild. Concrete Drives, Aprons, and Exterior Slabs8-inch Concrete, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301)6-inch Aggregate Base (MNDOT 3138, CLASS 5)Compacted SubsoilConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.23.24.27.30GRADING NOTESPAVING NOTESGENERAL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.2,735 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket3INFILTRATION BASIN INFORMATION & TESTINGAvoid soil compaction of infiltration practices. Any equipment used in infiltration areas should be small scaled and tracked. Installprotective fencing as shown before work beginsThe bottom of surface infiltration basins (not underground) shall be scarified to a depth of 12" prior to placement of topsoil or plantingmedia.DESIGN PERMEABILITY RATES:Infiltration 1 was designed with a permeability of 0.45 inches/hour.TESTING:Infiltration Basins: At the time of basin excavation, and prior to placement of any material (soil, chambers, etc.), permeability testingshall be performed.Filtration Basins: Once filtration basin media has been placed, permeability testing shall be performed.Contractor shall engage a qualified testing firm to measure the permeability of the basin surface utilizing a Double Ring Infiltrometer,Modified Philip Dunn (MPD) Infiltrometer, or other method approved by the Civil Engineer or Geotechnical Engineer. Test resultsshall be greater than or equal to the following rates to meet long term rates required for design:Infiltration 1 needs a permeability of 0.9 inches/hour. - - DESIGNER: TESTED RATE SHALL BE TWICE REQ'D.Contractor to contact the following to schedule testing. Representative staff from each entity may wish to observe the tests. Contactshall be made 72 hours prior to testing.Civil Engineer: Tom Meyer, tmeyer@landform.net, 612-252-9070Geotechnical Engineer: Rob Olson, rolson@teamAET.com, 651-659-1316Valley Branch Watershed: John Hanson, jhanson@barr.com, 952-832-2622City of Lake Elmo: Jack Griffin, jack.griffin@Focusengineering.com, 651-300-4264RATE OF TESTING: Contractor shall coordinate with the testing firm to provide permeameter tests at the following rates:Filtration/Infiltration Basin I.D. Basin Area (s.f.) No. of Tests Required132,4417Test results shall be provided to the Civil Engineer, Geotechnical Engineer, Watershed & City.22.23.24.25.a.b.c.d.26.2726282925:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill1,500 s.f.:Enkamat 7020x s.f.:Maintenance Access Route PID: 3402921440004B-4 B-7 B-6 PROPOSED BUILDING 50,527 S.F. FFE = 982.00 NOPARKINGNOPARKINGNOPARKING980 979981985 982 983 984 STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>>>STSSTS>>STS>>STS>>80.19 80.06 79.97 79.97 80.33 80.4080.48 80.55 80.55 80.48 80.41 80.33 80.33 80.4180.48 80.55 80.56 80.48 80.41 80.34 80.34 80.4180.49 80.56 81.69 81.4581.4081.40 81.4581.6981.98 81.98 81.30 80.93 80.66 81.05 81.16 81.14 81.4381.43 81.14 81.0080.98 81.41 81.9881.98 81.23 81.04 81.14 79.60 80.20 80.46 80.65 80.54 80.23 79.99 79.81 79.70 80.20 EOF79.54 80.11 80.37 81.14 81.43 81.43 81.19 81.39 81.15 81.15 81.37 80.6080.61 EOF 80.28 79.9580.40 80.52 EOF 80.35 80.48 79.41 80.19 80.34 80.44 EOF 80.42 80.3680.21 81.3781.15 81.15 81.11 81.15 81.37 82.00 82.00 81.3781.16 81.26 81.61 81.36 81.29 81.29 81.43 81.43 79.63 80.68 80.94 80.94 80.98 81.12 80.61 80.35 81.21 81.21 81.23 81.36 81.90 81.98 81.98 81.90 81.36 81.32 81.29 81.29 81.43 81.43 81.21 81.21 81.31 79.96 80.38 80.60 80.71 EOF 80.67 80.61 80.47 79.87 80.62 EOF 82.00 81.98 81.98 81.71 81.50 81.10 81.45 81.37 80.98 81.15 81.4281.69 81.69 81.69 81.69 81.69 81.69 81.42 81.42 81.42 81.42 81.42 81.42 81.42 81.4281.69 81.69 81.69 82.00 82.00 80.17 80.35 80.50 79.29 80.83 80.90 1.0 %2.2%2.0%2.7%2.5%4.0%4.6%1.5%1.6%3.5%3.6%2.9 % 2.3% 2.4% 3.1% 1.9%980981981980981 980 981 980 9 8 0 98130' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT T1.5%1.3%1.4% 1.5% 1.4%1.4%1.6%2.0% 1.8% 1.5% 81.01 80.383.1%2.2%2.1%2.1%2.0% 1.2%0.9%0.7%0.8%GRADE BREAKGRADE BREAKGRADEBREAKG R A D E B R E A K GRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAK GRADE BREAK 1.5% 1.5% 1.5% 80.69 80.701.9%3.3%1.7% 3.1% 2.8% 2.1% 1.5% 1.5% 3.3% 81.87 81.12 81.4281.69 1. 4 %0.9%2.9%2.3%0.7%1.2%1.5%82.00BC 82.00BC 81.92BC 81.92BC 81.93BC 81.93BC 2.3%1.6%1.6%2.5% 82.00BC 82.00BC 81.4881.6981.71BC 82.00BC 81.7981.81BC 81.6982.19BC 82.00BC 81.71BC 81.6582.08BC 81.8981.91BC 81.7982.29BC 81.73BC 81.6282.12BC 82.14BC81.65 81.71BC 82.00 82.00 1.8% 1.7% 1.6%80.41 2.7%0.7%0.9%1.0%2.6%82.00BC82.00BC 81.9281.94BC 81.9281.94BC 81.7582.25BC 81.8082.30BC 1.0%0.9% 82.26 83.12 81.12 3 3 3 3 3 C7.19 B612 CURB & GUTTER C7.19 B612 CURB & GUTTER 29 28 28 26a 26a26a 26a 26a 26a 26a 26a 26a 26a 26a 26a 26b 26b 26b 26c 26c 26c 26c C7.19 B612 CURB & GUTTER 3 C7.19 B612 CURB & GUTTERC7.19 B612 CURB & GUTTER C7.19 B612 CURB & GUTTER C7.19 B612 CURB & GUTTER C7.11 RIBBON CURB C7.19 B612 CURB & GUTTER C7.19 B612 CURB & GUTTER C7.19 B612 CURB & GUTTER 29 C7.19 B612 CURB & GUTTER 28 28 28 26b 29 26c PROJECT NUMBER: DRAWING TITLE ISSUE / REVISION ELECTRIC AUTO SALES & SERVICE HUDSON BLVD N. LAKE ELMO, MN 55042 SHEET NUMBER ©DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS VANCOUVER, LLC AUG. 29, 2022 CITY SUBMITTAL DRS22002 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Tom O. Meyer License No:Date: 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. OCT. 26, 2022 REVIEW SET JAN. 25, 2023 PRELIM BID SET FEB. 13, 2023 CITY SUBMITTAL ENLARGED BLDG GRADING, DRAINAGE, PAVING, & EROSION CONTROL C3.1 NORTH 0 20 40 Contact utility service providers for field location of services 72 hours prior to beginning grading. Refer to the Geotechnical Report prepared by American Engineering Testing, Dated 09/14/22, for additional information on backfill material and groundwater conditions. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over stoops. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. nstall perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.4 for additional requirements. Reserved. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarily or permanently ceased and will not resume for 14 calendar days. Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 Mulch MNDOT 3882 (MNDOT Type 1 @ 2 ton/ac., Disc Anchored) Erosion Control Blanket MNDOT 3885 (MNDOT Type 3N (for 12 mo.) 4N (for 24 mo.)) Fertilizer MNDOT 3881 General Placement MNDOT 2575 See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. 2. 4. 5. 6. 7. 8. 9. 10. 11. Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.2 for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. Meet and Match existing curb. Transition as needed. Paving Sections (Refer to Geotechnical Report by American Engineering Testing, Dated 09-14-2022) a. Bituminous Paving (Light Duty) 2-inch Bituminous Wear (MNDOT 2360, SPWEA330F) Tack Coat (MNDOT 2357) 2-inch Bituminous Base (MNDOT 2360, SPNWB340F) 6-inch Aggregate Base (MNDOT 3138, Class 5) 12-inch Granular Sub-Base (MNDOT 3149.2B4) Compacted Subsoil b. Bituminous Paving (Heavy Duty) 2-inch Bituminous Wear (MNDOT 2360, SPWEA440F) Tack Coat (MNDOT 2357) 2.5-inch Bituminous Base (MNDOT 2360, SPNWB330F) 8-inch Aggregate Base (MNDOT 3138, Class 5) 12-inch Granular Sub-Base (MNDOT 3149.2B4) Compacted Subsoil c. Concrete Walkways 4-inch Concrete Walk, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301) 4-inch Aggregate Base (MNDOT 3138, CLASS 5) Compacted Subsoil d. Concrete Drives, Aprons, and Exterior Slabs 8-inch Concrete, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301) 6-inch Aggregate Base (MNDOT 3138, CLASS 5) Compacted Subsoil Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise. b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to building foundations and stoops. c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet. Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. Adjust all structure rims to match pavement elevations. 23. 24. 27. 30 GRADING NOTES PAVING NOTES GENERAL NOTES LEGEND :Inlet Protection :Tip Out Curb:Silt Fence :Vehicle Tracking Pad ESTIMATED QUANTITY 21 ea. 1 ea. 2,735 ft. SYMBOL DESCRIPTION EROSION PREVENTION AND SEDIMENT CONTROL NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. :Erosion Control Blanket 3 INFILTRATION BASIN INFORMATION & TESTING Avoid soil compaction of infiltration practices. Any equipment used in infiltration areas should be small scaled and tracked. Install protective fencing as shown before work begins The bottom of surface infiltration basins (not underground) shall be scarified to a depth of 12" prior to placement of topsoil or planting media. DESIGN PERMEABILITY RATES: Infiltration 1 was designed with a permeability of 0.45 inches/hour. TESTING: Infiltration Basins: At the time of basin excavation, and prior to placement of any material (soil, chambers, etc.), permeability testing shall be performed. Filtration Basins: Once filtration basin media has been placed, permeability testing shall be performed. Contractor shall engage a qualified testing firm to measure the permeability of the basin surface utilizing a Double Ring Infiltrometer, Modified Philip Dunn (MPD) Infiltrometer, or other method approved by the Civil Engineer or Geotechnical Engineer. Test results shall be greater than or equal to the following rates to meet long term rates required for design: Infiltration 1 needs a permeability of 0.9 inches/hour. - - DESIGNER: TESTED RATE SHALL BE TWICE REQ'D. Contractor to contact the following to schedule testing. Representative staff from each entity may wish to observe the tests. Contact shall be made 72 hours prior to testing. Civil Engineer: Tom Meyer, tmeyer@landform.net, 612-252-9070 Geotechnical Engineer: Rob Olson, rolson@teamAET.com, 651-659-1316 Valley Branch Watershed: John Hanson, jhanson@barr.com, 952-832-2622 City of Lake Elmo: Jack Griffin, jack.griffin@Focusengineering.com, 651-300-4264 RATE OF TESTING: Contractor shall coordinate with the testing firm to provide permeameter tests at the following rates: Filtration/Infiltration Basin I.D. Basin Area (s.f.) No. of Tests Required 1 32,441 7 Test results shall be provided to the Civil Engineer, Geotechnical Engineer, Watershed & City. 22. 23. 24. 25. a. b. c. d. 26. 27 26 28 29 25 :Pavement Sawcut :Construction Limits ESTIMATED QUANTITYSYMBOLDESCRIPTION :Wetland Fill 1,500 s.f. :Enkamat 7020 x s.f. :Maintenance Access Route CABXTNH (TRUNK HIGHWAY NO. 12)HUDSON BLVD.EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.(COMMERCIAL ZONING)PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150 Public StreetHUDSON B L V D. Public Str e etB-4B-5B-8B-7B-6B-9B-10B-11B-13B-12WETLAND #1PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING 980976976 977977 9779789 7 8 978979 9 7 9 97998098 0 9 8 1 981 976977975 97597397497697797898198298598 3983984985990 982983984986987988989991992993994STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>980985 979981982983984986987988 975974976 977>>>>>>>>>80.3780.1781.3581.1881.2681.4881.4881.4880.8280.7580.9081.1281.1880.9080.7880.8480.8380.9380.8980.8780.8180.9580.8480.9080.8980.9480.8880.8780.8380.8980.7780.8580.8380.8480.7880.7680.7280.0479.9079.8779.9180.0480.1978.7078.4078.1978.9878.0076.4877.0477.4977.9478.3479.5479.0677.2675.4576.3576.7875.8774.9775.1575.0375.2375.4275.4675.7675.7275.7775.8376.3177.5478.3479.0579.7678.5278.0478.4279.3177.8677.0679.9179.8579.6179.5779.6179.2679.1979.4579.3877.9477.9878.3378.2676.5276.451.5%1.3%1.3%3.0%0.8%1.0%1.2%1.0%1.0%2.9%2.9%1.7%980981981 980981 980981980980981 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTSE PONDHWL=971.48NWL=967.50BTM=964.50GRADEBREAK GRADEBREAKGRADEBREAK GRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAK GRADEBREAKGRADEBREAK71.52 EOF72.23 EOFGRADEBREAK2.0%2.1%1.2%78.7380.08 EOF78.7378.8478.8479.1879.1878.5779.5779.6479.0525' WETLAND BUFFER97097097598098596796896997197297397497697797897998198298398498698780.3380.3380.3379.9780.3480.341.5% 1.5% 1.5%1.5%1.1%1. 1%1.7%79.68 EOF1.9%1.2%2.1%1.6%78.25>>>>>>>>>>>>>>>>>>>>>33333C7.19B612 CURB& GUTTER(TYP.)26a26a26a26a26a26a26b26b26b26b26b26c26c26c26c26cC7.11ROCK CONSTRUCTIONENTRANCEC7.19B612 CURB& GUTTERC7.19B612 CURB & GUTTER26aC7.11B612 CURB& GUTTERC7.19B612 CURB& GUTTER2929FENCE(TYP.)C7.14SILTFENCEC7.14SILTFENCEEOF EO FC7.19B612 CURB& GUTTER29C7.19B612 CURB& GUTTER(TYP.)29EO F 3C7.41ROCKDIKEC7.1C7.41ROCKDIKEPROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALSOUTH GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.2NORTH0 40 80Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by American Engineering Testing, Dated 09/14/22, for additional information on backfillmaterial and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.nstall perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Reserved.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.ItemSpecification NumberSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N (for 12 mo.) 4N (for 24 mo.))FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.2 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report by American Engineering Testing, Dated 09-14-2022)a. Bituminous Paving (Light Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA330F)Tack Coat (MNDOT 2357)2-inch Bituminous Base (MNDOT 2360, SPNWB340F)6-inch Aggregate Base (MNDOT 3138, Class 5)12-inch Granular Sub-Base (MNDOT 3149.2B4)Compacted Subsoilb. Bituminous Paving (Heavy Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA440F)Tack Coat (MNDOT 2357)2.5-inch Bituminous Base (MNDOT 2360, SPNWB330F)8-inch Aggregate Base (MNDOT 3138, Class 5)12-inch Granular Sub-Base (MNDOT 3149.2B4)Compacted Subsoilc. Concrete Walkways4-inch Concrete Walk, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301)4-inch Aggregate Base (MNDOT 3138, CLASS 5)Compacted Subsoild. Concrete Drives, Aprons, and Exterior Slabs8-inch Concrete, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301)6-inch Aggregate Base (MNDOT 3138, CLASS 5)Compacted SubsoilConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.23.24.27.30GRADING NOTESPAVING NOTESGENERAL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.2,735 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket3INFILTRATION BASIN INFORMATION & TESTINGAvoid soil compaction of infiltration practices. Any equipment used in infiltration areas should be small scaled and tracked. Installprotective fencing as shown before work beginsThe bottom of surface infiltration basins (not underground) shall be scarified to a depth of 12" prior to placement of topsoil or plantingmedia.DESIGN PERMEABILITY RATES:Infiltration 1 was designed with a permeability of 0.45 inches/hour.TESTING:Infiltration Basins: At the time of basin excavation, and prior to placement of any material (soil, chambers, etc.), permeability testingshall be performed.Filtration Basins: Once filtration basin media has been placed, permeability testing shall be performed.Contractor shall engage a qualified testing firm to measure the permeability of the basin surface utilizing a Double Ring Infiltrometer,Modified Philip Dunn (MPD) Infiltrometer, or other method approved by the Civil Engineer or Geotechnical Engineer. Test resultsshall be greater than or equal to the following rates to meet long term rates required for design:Infiltration 1 needs a permeability of 0.9 inches/hour. - - DESIGNER: TESTED RATE SHALL BE TWICE REQ'D.Contractor to contact the following to schedule testing. Representative staff from each entity may wish to observe the tests. Contactshall be made 72 hours prior to testing.Civil Engineer: Tom Meyer, tmeyer@landform.net, 612-252-9070Geotechnical Engineer: Rob Olson, rolson@teamAET.com, 651-659-1316Valley Branch Watershed: John Hanson, jhanson@barr.com, 952-832-2622City of Lake Elmo: Jack Griffin, jack.griffin@Focusengineering.com, 651-300-4264RATE OF TESTING: Contractor shall coordinate with the testing firm to provide permeameter tests at the following rates:Filtration/Infiltration Basin I.D. Basin Area (s.f.) No. of Tests Required132,4417Test results shall be provided to the Civil Engineer, Geotechnical Engineer, Watershed & City.22.23.24.25.a.b.c.d.26.2726282925:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill1,500 s.f.:Enkamat 7020x s.f.:Maintenance Access Route HY D HY D HY DHY D WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.NORTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.SAVONA TOWNHOMES HOMEOWNERS ASSOCPID: 3402921410164(RESIDENTIAL/PUD ZONING)PID: 3402921440006 B-1B-2B-3B-4B-5B-8B-7B-6PROPOSED BUILDINGFFE = 982.00980977978979985990984986987988989991992993994975980985990972972 973973974976977978979981982983984986987988989991992 >>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >> STS >>STS >>STS >>STS >>STS >>STS > > STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>985990 986987 988 989 980985 9799819 8 2983984986987988 975974 976977>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>77.5478.3479.0579.7678.5278.0478.4279.3177.8677.061.0%1.0%2.7% 2.5% 4.0% 4.6% 1.6% 3.5% 3.6%2.9%2.3%2.4%3.1%4.8% 2.9%2.9%1.7%980 981 981980 981 980981DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)1.4%1.5%1.4%1.4%1.5%3.1% 2.2%1.2%0.9%G R A D E BR E A K GRADE BREAK GRADEBREAKGRADE BREAKGRADEBREAK 72.23 EOF1.4%0.9% 2.9%2.3%0.7%1.2%1.5% 2.3%1.0%0.9%970>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>97597697797597026cC7.14SILTFENCE(TYP.)EO FC7.15BIOLOG(TYP.)C7.41ROCKDIKEC7.41ROCKDIKEC7.15BIOLOG(TYP.)C7.41ROCKDIKETEMPORARYCONSTRUCTION FENCINGPROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALNORTH GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.3NORTH0 40 80Contact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by American Engineering Testing, Dated 09/14/22, for additional information on backfillmaterial and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue overstoops.12.13.14.15.16.17.18.19.20.21.nstall perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Reserved.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.ItemSpecification NumberSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N (for 12 mo.) 4N (for 24 mo.))FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.2 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sections (Refer to Geotechnical Report by American Engineering Testing, Dated 09-14-2022)a. Bituminous Paving (Light Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA330F)Tack Coat (MNDOT 2357)2-inch Bituminous Base (MNDOT 2360, SPNWB340F)6-inch Aggregate Base (MNDOT 3138, Class 5)12-inch Granular Sub-Base (MNDOT 3149.2B4)Compacted Subsoilb. Bituminous Paving (Heavy Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA440F)Tack Coat (MNDOT 2357)2.5-inch Bituminous Base (MNDOT 2360, SPNWB330F)8-inch Aggregate Base (MNDOT 3138, Class 5)12-inch Granular Sub-Base (MNDOT 3149.2B4)Compacted Subsoilc. Concrete Walkways4-inch Concrete Walk, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301)4-inch Aggregate Base (MNDOT 3138, CLASS 5)Compacted Subsoild. Concrete Drives, Aprons, and Exterior Slabs8-inch Concrete, 4000 PSI, 5%-8% Air Entrained, Max. 4" Slump (MNDOT 2301)6-inch Aggregate Base (MNDOT 3138, CLASS 5)Compacted SubsoilConcrete JointsInstall joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints.Joint spacing shall be as follows:a. Tooled joints: Divide panels into nominally equal areas unless shown otherwise.b. Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to buildingfoundations and stoops.c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction.Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%.Adjust all structure rims to match pavement elevations.23.24.27.30GRADING NOTESPAVING NOTESGENERAL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.2,735 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket3INFILTRATION BASIN INFORMATION & TESTINGAvoid soil compaction of infiltration practices. Any equipment used in infiltration areas should be small scaled and tracked. Installprotective fencing as shown before work beginsThe bottom of surface infiltration basins (not underground) shall be scarified to a depth of 12" prior to placement of topsoil or plantingmedia.DESIGN PERMEABILITY RATES:Infiltration 1 was designed with a permeability of 0.45 inches/hour.TESTING:Infiltration Basins: At the time of basin excavation, and prior to placement of any material (soil, chambers, etc.), permeability testingshall be performed.Filtration Basins: Once filtration basin media has been placed, permeability testing shall be performed.Contractor shall engage a qualified testing firm to measure the permeability of the basin surface utilizing a Double Ring Infiltrometer,Modified Philip Dunn (MPD) Infiltrometer, or other method approved by the Civil Engineer or Geotechnical Engineer. Test resultsshall be greater than or equal to the following rates to meet long term rates required for design:Infiltration 1 needs a permeability of 0.9 inches/hour. - - DESIGNER: TESTED RATE SHALL BE TWICE REQ'D.Contractor to contact the following to schedule testing. Representative staff from each entity may wish to observe the tests. Contactshall be made 72 hours prior to testing.Civil Engineer: Tom Meyer, tmeyer@landform.net, 612-252-9070Geotechnical Engineer: Rob Olson, rolson@teamAET.com, 651-659-1316Valley Branch Watershed: John Hanson, jhanson@barr.com, 952-832-2622City of Lake Elmo: Jack Griffin, jack.griffin@Focusengineering.com, 651-300-4264RATE OF TESTING: Contractor shall coordinate with the testing firm to provide permeameter tests at the following rates:Filtration/Infiltration Basin I.D. Basin Area (s.f.) No. of Tests Required132,4417Test results shall be provided to the Civil Engineer, Geotechnical Engineer, Watershed & City.22.23.24.25.a.b.c.d.26.2726282925:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill1,500 s.f.:Enkamat 7020x s.f.:Maintenance Access Route PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.5025' WETLAND BUFFER18" X 29" ARCH PIPE FESINV=956.6218" X 29" ARCH PIPE FESINV=957.3318" X 29" ARCH PIPE FESINV=957.32CABX 18" FES () INV=958.00 () ST STMH RE=0.00COBX CABX SS SSMH RE=965.67 CABX CB RE=964.9612" FES ()INV=962.35 ()CABX TNH18" FES () INV=966.56 ()18" FES ()INV=967.75 ()SS SSMH RE=964.05 INV=955.56 (12" PVC-NW) INV=955.56 (12" PVC-NE)15" FES ()INV=992.22 ()ST STMH RE=991.07 CBRE=1001.48SSSSMHRE=998.7618" FES ()INV=991.68 ()21" FES ()INV=994.01 ()15" FES ()INV=991.88 ()SKIMMER FL LOWRE=996.58-LOWRE=997.41-HIGHINV=992.28 (W)INV=992.41 (E)WIER INV=992.93TOP WEIR=994.14SUMP ELEV=991.9447" FES () INV=991.21 () (TRUNK HIGHWAY NO. 12)HUDSON BLVD.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSON B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALOVERALLUTILITIESC4.0NORTH0 60 120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)Storm SewerPVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)Drain TilePVC (ASTM D2729)Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Lake Elmo Standards.Connect to City utilities in accordance with City of Lake Elmo Standards.Contact City of Lake Elmo Public Works at 651.747.3940 for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact City of Lake Elmo Public Works at 651.747.3940 for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 6 feet deep.Refer to Plumbing plans for sand separator detail. The tank and top slab must be designed to handle traffic and soil loads. The tankmust be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.3.Rock media in infiltration or filtration systems shall be angular, non-calcareous rock.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Xcel Energy. The transformer pad design is providedby the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric and conduits shall be installedby the Electrical Contractor.See site lighting plan for additional information.Xcel Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from the meter shallbe installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged hydrant2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.GENERAL NOTESINFILTRATION / FILTRATION BASIN REQUIREMENTSUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Lot 1, Block 1 designed by others and under separate application1.2.Refer to the C3.1 sheet notes for requirements.31. PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>CBMH-116RIM: 978.73INL (W): 972.96INV: 972.7648" DIAR-1792-FGPER DETAIL C7.2/10CBMH-117RIM: 978.84INL (W): 973.21INV: 973.0148" DIAR-1792-FGPER DETAIL C7.2/10CBMH-118RIM: 978.84INL (W): 974.36INV: 974.3648" DIAR-1792-FGPER DETAIL C7.2/10CBMH-119RIM: 978.73INV: 974.4148" DIAR-1792-FGPER DETAIL C7.2/10CBMH-111RIM: 974.80INL (S): 970.40INL (W): 971.40INL (E): 971.20INV: 970.2072" DIAR-3250-APER DETAIL C7.2/10CBMH-121RIM: 979.43INV: 972.3048" DIAR-3250-APER DETAIL C7.2/10CBMH-120RIM: 979.37INV: 972.1348" DIAR-3250-APER DETAIL C7.2/10CBMH-103RIM: 979.24INL (W): 973.85INL (S): 974.45INV: 973.6548" DIAR-3250-APER DETAIL C7.2/10CBMH-105RIM: 979.46INL (SW): 974.57INV: 974.3748" DIAR-3250-APER DETAIL C7.2/10CBMH-106RIM: 979.79INL (S): 975.23INV: 975.0348" DIAR-3250-APER DETAIL C7.2/10CBMH-107RIM: 979.70INV: 975.6427" DIAR-3250-APER DETAIL C7.2/9RD-103AINV: 975.35RD-104AINV: 975.24CBMH-114RIM: 977.32INV: 973.3148" DIAR-3250-APER DETAIL C7.2/10MH-201RIM: 981.83INL (W): 977.63INL (SE): 973.29INV: 969.8048" DIAR-1642-BPER DETAIL C7.2/10CBMH-202RIM: 979.05INL (SW): 973.75INV: 973.7548" DIAR-3250-APER DETAIL C7.2/10136' - 15" RCP @ 0.30%154' - 18" PVC @ 0.3%75' - 12" PVC @ 1.2%75' - 12" PVC @ 1.2%174' - 24" RCP @ 0.70%74' - 12" PVC @ 1.5%75' - 12" PVC @ 1.2% 165' - 18" RCP @ 0.70%7' - 21" RCP@ 0.67%3 8 ' - 1 2 " R C P@ 1 . 2 3 %191' - 36" HDPE @ 1.2%64' - 12" RCP @ 0.31%7' - 18" RCP@ 0.68%FES-200INV: 967.50PER DETAIL C7.3/10FES-300INV: 974.50PER DETAIL C7.3/10151' - 30" RCP @ 0.25%STS>>STS>>STS>>STS>>STS>>FES-100INV: 968.20PER DETAIL C7.3/1082' - 36" RCP@ 0.28%MH-501RIM: 975.64INL (SW): 966.18INV: 963.2660" DIAR-1642-BPER DETAIL C7.2/10FES-502INV: 967.50PER DETAIL C7.3/10197' - 36" RCP @ 0.67%STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-110RIM: 976.97INL (S): 969.82INL (W): 971.02INV: 969.8260" DIAR-1642-BPER DETAIL C7.2/8CB-113RIM: 978.08INL (S): 973.11INL (W): 972.11INV: 971.1172" DIAR-3250-APER CITY DETAIL C7.2/10MH-101RIM: 978.02INL (W): 972.43INL (S): 969.43INV: 968.4384" DIAR-1642-BPER DETAIL C7.2/892' - 24" RCP @ 0.71%228' - 27" RCP @ 0.30%131' - 30" RCP @ 0.30%MH-301RIM: 986.30INL (W): 974.75INV: 974.7584" DIAR-1642-BPER DETAIL C7.2/10FES-500INV: 963.00PER DETAIL C7.3/1039' - 36" RCP@ 0.67%STS >>STS >>STS >>WYE-104INV: 974.34INV: 974.34INV: 974.34140' - 21" RCP @ 0.35%FES 400INV: 967.50PER DETAIL C7.3/10CBMH-401RIM: 972.63INL (SW): 967.68INV: 967.6848" DIAR-3250-APER DETAIL C7.2/1047' - 1 5 " R C P @ 0 . 3 9 %STS>>82' SALVAGED 58"X36"ARCH RCP@ 0.30%17' SALVAGED 58"X36"ARCH RCP@ 0.30%CBMH-203RIM: 979.21INV: 973.8348" DIAR-3250-APER DETAIL C7.2/10CBMH-112RIM: 975.09INL (SW): 970.43INV: 970.4360" DIAR-3250-APER DETAIL C7.2/10CBMH-402RIM: 973.03INV: 967.7048" DIAR-3250-APER DETAIL C7.2/1010' - 27" RCP@ 0.31%7' - 12" RCP@ 1.16%8' - 15" RCP@ 0.24%STS >>STS >>STS >>STS >>STS >>STS >>15' - 15" RCP@ 0.50%215' - 24" PVC @ 2.5%MH-702RIM: 979.37INL (W): 974.36INV: 974.3648" DIAR-1642-BPER CITY DETAIL C7.2/1013' - 21" RCP@ 0.24%74' - 36" RCP@ 0.30%17' - 36" RCP@ 0.30%MH-701RIM: 973.52INL (W): 968.99INL (N): 696.45INV: 966.3272" DIAR-1642-BPER CITY DETAIL C7.2/10FES 700INV: 966.10PER DETAIL C7.3/10FES 710INV: 696.50PER DETAIL C7.3/10STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>295' - 24" RCP @ 2.50%MH-703RIM: 988.08INL (W): 981.94INV: 981.7448" DIAR-1642-BPER CITY DETAIL C7.2/10FES-704INV: 985.73PER DETAIL C7.3/1064' - 24" RCP @ 5.94%ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMEX MH 302RIM: 986.79INL (N): 981.91INV: 974.80REPLACE W/ R-16428' - 12" RCP@ 0.95%CB-303RIM: 986.61INV: 981.9948" DIAR-3250-APER CITY DETAIL C7.2/10MH-800RIM: 991.19INL (NW): 987.3048" DIAR-1642-BPER DETAIL C7.2/8CB-801RIM: 991.73INL (W): 987.44INV: 987.4448" DIAR-3250-APER DETAIL C7.2/10CB-802RIM: 991.80INV: 987.5648" DIAR-3250-APER DETAIL C7.2/106' - 18" RCP@ 2.00%7' - 18" RCP@ 2.00%FES-210INV: 978.33PER DETAIL C7.3/1035' - 36" RCP@ 2.00%EX MH 800ARIM: 990.75REPLACE W/ R-1642EX MH 800BRIM: 991.02REPLACE W/ R-1642SAN >LSSLSSLSSLSS DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.5025' WETLAND BUFFER18" X 29" ARCH PIPE FESINV=956.6218" X 29" ARCH PIPE FESINV=957.3318" X 29" ARCH PIPE FESINV=957.32CABX 18" FES ()INV=958.00 ()ST STMHRE=0.00COBXCABX SS SSMH RE=965.67 CABX CBRE=964.9612" FES ()INV=962.35 ()CABXTNH 18" FES () INV=966.56 ()18" FES ()INV=967.75 ()SS SSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)15" FES ()INV=992.22 ()ST STMH RE=991.07 15" FES ()INV=991.88 ()SKIMMER FL LOWRE=996.58-LOWRE=997.41-HIGHINV=992.28 (W)INV=992.41 (E)WIER INV=992.93TOP WEIR=994.14SUMP ELEV=991.9447" FES ()INV=991.21 () (TRUNK HIGHWAY NO. 12) INTERSTATE HIGHWAY NO. 94 HUDSON BLVD.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING) PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSON B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>CBMH-116RIM: 978.73INL (W): 972.96INV: 972.7648" DIAR-1792-FGPER DETAIL C7.2/10CBMH-117RIM: 978.84INL (W): 973.21INV: 973.0148" DIAR-1792-FGPER DETAIL C7.2/10CBMH-118RIM: 978.84INL (W): 974.36INV: 974.3648" DIAR-1792-FGPER DETAIL C7.2/10CBMH-119RIM: 978.73INV: 974.4148" DIAR-1792-FGPER DETAIL C7.2/10CBMH-111RIM: 974.80INL (S): 970.40INL (W): 971.40INL (E): 971.20INV: 970.2072" DIAR-3250-APER DETAIL C7.2/10CBMH-121RIM: 979.43INV: 972.3048" DIAR-3250-APER DETAIL C7.2/10CBMH-120RIM: 979.37INV: 972.1348" DIAR-3250-APER DETAIL C7.2/10CBMH-103RIM: 979.24INL (W): 973.85INL (S): 974.45INV: 973.6548" DIAR-3250-APER DETAIL C7.2/10CBMH-105RIM: 979.46INL (SW): 974.57INV: 974.3748" DIAR-3250-APER DETAIL C7.2/10CBMH-106RIM: 979.79INL (S): 975.23INV: 975.0348" DIAR-3250-APER DETAIL C7.2/10CBMH-107RIM: 979.70INV: 975.6427" DIAR-3250-APER DETAIL C7.2/9RD-103AINV: 975.35RD-104AINV: 975.24CBMH-114RIM: 977.32INV: 973.3148" DIAR-3250-APER DETAIL C7.2/10MH-201RIM: 981.83INL (W): 977.63INL (SE): 973.29INV: 969.8048" DIAR-1642-BPER DETAIL C7.2/10CBMH-202RIM: 979.05INL (SW): 973.75INV: 973.7548" DIAR-3250-APER DETAIL C7.2/10136' - 15" RCP @ 0.30%154' - 18" PVC @ 0.3%75' - 12" PVC @ 1.2%75' - 12" PVC @ 1.2%174' - 24" RCP @ 0.70%74' - 12" PVC @ 1.5%75' - 12" PVC @ 1.2% 165' - 18" RCP @ 0.70%7' - 21" RCP@ 0.67%3 8 ' - 1 2 " R C P@ 1 . 2 3 %191' - 36" HDPE @ 1.2%64' - 12" RCP @ 0.31%7' - 18" RCP@ 0.68%FES-200INV: 967.50PER DETAIL C7.3/10FES-300INV: 974.50PER DETAIL C7.3/10151' - 30" RCP @ 0.25%STS>>STS>>STS>>STS>>STS>>FES-100INV: 968.20PER DETAIL C7.3/1082' - 36" RCP@ 0.28%MH-501RIM: 975.64INL (SW): 966.18INV: 963.2660" DIAR-1642-BPER DETAIL C7.2/10FES-502INV: 967.50PER DETAIL C7.3/10197' - 36" RCP @ 0.67%STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-110RIM: 976.97INL (S): 969.82INL (W): 971.02INV: 969.8260" DIAR-1642-BPER DETAIL C7.2/8CB-113RIM: 978.08INL (S): 973.11INL (W): 972.11INV: 971.1172" DIAR-3250-APER CITY DETAIL C7.2/10MH-101RIM: 978.02INL (W): 972.43INL (S): 969.43INV: 968.4384" DIAR-1642-BPER DETAIL C7.2/892' - 24" RCP @ 0.71%228' - 27" RCP @ 0.30%131' - 30" RCP @ 0.30%MH-301RIM: 986.30INL (W): 974.75INV: 974.7584" DIAR-1642-BPER DETAIL C7.2/10FES-500INV: 963.00PER DETAIL C7.3/1039' - 36" RCP@ 0.67%STS >>STS >>STS >>WYE-104INV: 974.34INV: 974.34INV: 974.34140' - 21" RCP @ 0.35%FES 400INV: 967.50PER DETAIL C7.3/10CBMH-401RIM: 972.63INL (SW): 967.68INV: 967.6848" DIAR-3250-APER DETAIL C7.2/1047' - 1 5 " R C P @ 0 . 3 9 %STS>>82' SALVAGED 58"X36"ARCH RCP@ 0.30%17' SALVAGED 58"X36"ARCH RCP@ 0.30%CBMH-203RIM: 979.21INV: 973.8348" DIAR-3250-APER DETAIL C7.2/10CBMH-112RIM: 975.09INL (SW): 970.43INV: 970.4360" DIAR-3250-APER DETAIL C7.2/10CBMH-402RIM: 973.03INV: 967.7048" DIAR-3250-APER DETAIL C7.2/1010' - 27" RCP@ 0.31%7' - 12" RCP@ 1.16%8' - 15" RCP@ 0.24%STS >>STS >>STS >>STS >>STS >>STS >>15' - 15" RCP@ 0.50%215' - 24" PVC @ 2.5%MH-702RIM: 979.37INL (W): 974.36INV: 974.3648" DIAR-1642-BPER CITY DETAIL C7.2/1013' - 21" RCP@ 0.24%74' - 36" RCP@ 0.30%17' - 36" RCP@ 0.30%MH-701RIM: 973.52INL (W): 968.99INL (N): 696.45INV: 966.3272" DIAR-1642-BPER CITY DETAIL C7.2/10FES 700INV: 966.10PER DETAIL C7.3/10FES 710INV: 696.50PER DETAIL C7.3/10STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>295' - 24" RCP @ 2.50%MH-703RIM: 988.08INL (W): 981.94INV: 981.7448" DIAR-1642-BPER CITY DETAIL C7.2/10FES-704INV: 985.73PER DETAIL C7.3/1064' - 24" RCP @ 5.94%ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMEX MH 302RIM: 986.79INL (N): 981.91INV: 974.80REPLACE W/ R-16428' - 12" RCP@ 0.95%CB-303RIM: 986.61INV: 981.9948" DIAR-3250-APER CITY DETAIL C7.2/10MH-800RIM: 991.19INL (NW): 987.3048" DIAR-1642-BPER DETAIL C7.2/8CB-801RIM: 991.73INL (W): 987.44INV: 987.4448" DIAR-3250-APER DETAIL C7.2/10CB-802RIM: 991.80INV: 987.5648" DIAR-3250-APER DETAIL C7.2/106' - 18" RCP@ 2.00%7' - 18" RCP@ 2.00%FES-210INV: 978.33PER DETAIL C7.3/1035' - 36" RCP@ 2.00%EX MH 800ARIM: 990.75REPLACE W/ R-1642EX MH 800BRIM: 991.02REPLACE W/ R-1642SAN >LSSLSSLSSLSSFUTURE STORM SEWER2828PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALSTORM SEWERC4.1NORTH0 60 120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)Storm SewerPVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)Drain TilePVC (ASTM D2729)Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Lake Elmo Standards.Connect to City utilities in accordance with City of Lake Elmo Standards.Contact City of Lake Elmo Public Works at 651.747.3940 for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact City of Lake Elmo Public Works at 651.747.3940 for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 6 feet deep.Refer to Plumbing plans for sand separator detail. The tank and top slab must be designed to handle traffic and soil loads. The tankmust be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.3.Rock media in infiltration or filtration systems shall be angular, non-calcareous rock.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Xcel Energy. The transformer pad design is providedby the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric and conduits shall be installedby the Electrical Contractor.See site lighting plan for additional information.Xcel Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from the meter shallbe installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged hydrant2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.GENERAL NOTESINFILTRATION / FILTRATION BASIN REQUIREMENTSUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Lot 1, Block 1 designed by others and under separate application1.2.Refer to the C3.1 sheet notes for requirements.31. PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>MH-2RIM: 975.79INL (W): 964.67INL (N): 964.67INV: 962.6748" DIAR-1642SEE DETAIL C7.3/8MH-1RIM: 976.40INL (W): 958.92INL (N): 958.92INV: 956.9248" DIAR-1642SEE DETAIL C7.3/870' - 6" PVC@ 6.49%178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%267' - 8" PVC @ 2.10%STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>8" 90° BEND2" WATER SERVICE CONNNECTION6" FIRE SERVICE CONNECTION8" X 6" TEE8" X 2" TEE8" X 6" TEE8" X 6" TEE8" X 8" TEE8" 30° BEND8" X 8" TEESTS>>8" WATER8" WATER6" WATER8" WATER8" WATER8" WATER 8" WATER 8" WATER8" WATER8" WATER8" WATER8" W A T E R 8" 45° BEND8" X 8" TEE8" 30° BEND8" 22.5° BEND8" 45° BEND8" WATER8" X 8" TEE8" CAPW/ MEGA LUGS8" X 6" TEE8" CAPW/ MEGA LUGS8" 90° BEND8" X 6" TEE8" WATER8" STUB 2INV: 970.298" GATE VALVE8" GATE VALVESTS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>6" SAN SERVICEINV: 972.5020' - 6" PVC@ 2.10%6" STUB 1INV: 959.348" GATE VALVE8" GATE VALVEELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMEXISTING CONNECTIONINL (NW): 955.76CORE DRILL W/ BOOT6" GATE VALVE2" CURB STOPFDCSAN >51' - 6" PVC@ 6.49%CLEAN OUTINL (W): 967.98INV: 967.98LSSLSSLSSLSS DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.5025' WETLAND BUFFER18" X 29" ARCH PIPE FESINV=956.6218" X 29" ARCH PIPE FESINV=957.3318" X 29" ARCH PIPE FESINV=957.32CABX 18" FES ()INV=958.00 ()ST STMHRE=0.00COBXCABX SS SSMH RE=965.67 CABX CBRE=964.9612" FES ()INV=962.35 ()CABXTNH 18" FES () INV=966.56 ()18" FES ()INV=967.75 ()SS SSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)15" FES ()INV=992.22 ()STMH RE=991.07 INV=994.01 ()15" FES ()INV=991.88 ()SKIMMER FL LOWRE=996.58-LOWRE=997.41-HIGHINV=992.28 (W)INV=992.41 (E)WIER INV=992.93TOP WEIR=994.14SUMP ELEV=991.9447" FES ()INV=991.21 () (TRUNK HIGHWAY NO. 12) INTERSTATE HIGHWAY NO. 94 HUDSON BLVD.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING) PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSON B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>MH-2RIM: 975.79INL (W): 964.67INL (N): 964.67INV: 962.6748" DIAR-1642SEE DETAIL C7.3/8MH-1RIM: 976.40INL (W): 958.92INL (N): 958.92INV: 956.9248" DIAR-1642SEE DETAIL C7.3/870' - 6" PVC@ 6.49%178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%267' - 8" PVC @ 2.10%STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>8" 90° BEND2" WATER SERVICE CONNNECTION6" FIRE SERVICE CONNECTION8" X 6" TEE8" X 2" TEE8" X 6" TEE8" X 6" TEE8" X 8" TEE8" 30° BEND8" X 8" TEESTS>>8" WATER8" WATER6" WATER8" WATER8" WATER8" WATER 8" WATER 8" WATER8" WATER8" WATER8" WATER8" W A T E R 8" 45° BEND8" X 8" TEE8" 30° BEND8" 22.5° BEND8" 45° BEND8" WATER8" X 8" TEE8" CAPW/ MEGA LUGS8" X 6" TEE8" CAPW/ MEGA LUGS8" 90° BEND8" X 6" TEE8" WATER8" STUB 2INV: 970.298" GATE VALVE8" GATE VALVESTS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>6" SAN SERVICEINV: 972.5020' - 6" PVC@ 2.10%6" STUB 1INV: 959.348" GATE VALVE8" GATE VALVEELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMEXISTING CONNECTIONINL (NW): 955.76CORE DRILL W/ BOOT6" GATE VALVE2" CURB STOPFDCSAN >51' - 6" PVC@ 6.49%CLEAN OUTINL (W): 967.98INV: 967.98LSSLSSLSSLSS C7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEC7.37WETTAPC7.37WETTAPFUTURE WATERMAIN282828FUTURE WATERMAIN23232323252525252831262621212121PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALWATER & SANITARYC4.2NORTH0 60 120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)Storm SewerPVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)Drain TilePVC (ASTM D2729)Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Lake Elmo Standards.Connect to City utilities in accordance with City of Lake Elmo Standards.Contact City of Lake Elmo Public Works at 651.747.3940 for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact City of Lake Elmo Public Works at 651.747.3940 for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 6 feet deep.Refer to Plumbing plans for sand separator detail. The tank and top slab must be designed to handle traffic and soil loads. The tankmust be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.3.Rock media in infiltration or filtration systems shall be angular, non-calcareous rock.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Xcel Energy. The transformer pad design is providedby the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric and conduits shall be installedby the Electrical Contractor.See site lighting plan for additional information.Xcel Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from the meter shallbe installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged hydrant2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.GENERAL NOTESINFILTRATION / FILTRATION BASIN REQUIREMENTSUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Lot 1, Block 1 designed by others and under separate application1.2.Refer to the C3.1 sheet notes for requirements.31. ΔCABXSSSSMHRE=965.67CABXCBRE=964.9612" FES ()INV=962.35 ()CABXTNH18" FES ()INV=966.56 ()18" FES ()INV=967.75 ()SSSSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)18" FES ()INV=972.71 ()18" FES ()INV=974.05 ()CBRE=991.08CBRE=991.08STSTMHRE=991.07CBRE=986.72INV=981.87 (18" -)HYD58" X 36" ARCH PIPE FESINV=981.5047" FES ()INV=991.21 ()DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744(TRUNK HIGHWAY NO. 12)INTERSTATE HIGHWAY NO. 94HU D S O N B L V D .WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.SOUTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLCPID: 3402921430006(COMMERCIAL ZONING)CONTINENTAL 483 FUND LLCPID: 3402921440012(RESIDENTIAL/PUD ZONING)PID: 3402921440004HIGHWAY EASEMENT PER DOC. NO. 90695ACCESS CONTROL PER DOC. NO. 613150Pu b l i c S t r e e tHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46HUDSON BLVD .Publi c S t ree t B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX77X X X X X X X X X X X X X X X X X X X X X X X XBITUMINOUS10POWERPOLE10WATERMAIN10FORCEMAIN10OVERHEADELECTRIC10 GASMAIN10GASMAIN10WATERMAIN10SANITARYSEWER10STORMSEWER10FORCEMAIN10WATERMAIN10OVERHEADELECTRIC10GASMAIN10FIBER10SANITARYSEWER10HYDRANT10CURB &GUTTER10BITUMINOUS10POWERPOLE10GRAVEL1314POWERPOLE14POWERPOLEOVERHEADELECTRIC14OVERHEADELECTRIC14SIGN10SIGN101720GATEVALVE1019CABLEBOX10CABLEBOX1018891910897WATERMAIN10STORMSEWER10STORMSEWERCURB &GUTTER107STORMSEWER10721PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALBackground information shown is from survey by Landform, Minneapolis, MN, on July 19, 2022, expressly for this project; City ofLake Elmo, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for informationprovided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissionsdiscovered shall be reported to the Engineer IMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared byAmerican Engineering Testing, Albertville, MN, on August 1, 2022.1.2.EXISTING CONDITIONSNORTH0 50 100HUDSON BOULEVARDEXISTING CONDITIONS &DEMOLITIONC5.1:Curb Removal:Tree Removal: Mill Bituminous:Tree To Be Protected and Transplanted:Tree ProtectionSee Landscape Plan (L2.1) for Relocation:Soil BoringB-XObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Reserved.Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advancenotification to affected emergency response providers.Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintainthroughout construction.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Reserved.Refer to tree preservation plan for additional information.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, aprons, relatedfoundations, signage, and landscaping within the construction limits unless noted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless notedotherwise.Mill 2" of bituminous surface. Provide a clean vertical edge at connection to existing streets. Refer to Sheets C5.4 and C5.5 foradditional information.Remove existing pavement markings necessary for proposed layout. Follow MnDOT specifications for removal. Refer to Sheet C5.2for proposed striping.Protect structure. Replace casting with Neenah R-1642Remove, salvage, and re-install existing hydrant. See sheet C4.2 for install location.Remove, salvage, and reinstall existing arch storm pipe. Refer to Utility Plan for proposed location.2.3.4.5.6.11.12.15.16.GENERAL NOTESLEGENDDEMOLITION AND CLEARING NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Utility Line RemovalXXXXXXXXXXXXXXXXXXXXXX:Pavement Sawcut78910141317: Full Depth Pavement Removal18192021 PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKINGLSSLSSLSSLSS>>>>>>SE PONDHWL=971.48NWL=967.50BTM=964.50S00°01'13"W 292.40 L=51.19R=90.00Δ=32°35'16" S32 ° 3 6 ' 2 9 " W 1 5 7 . 8 9 L =10 3.79 R=90.00Δ=6 6°04'18"S33°27'49"E 22.57S00°01'26"E 290.88 N00°01'13"E 740.46 N3 8 ° 5 1 ' 1 1 " E 1 7 5 . 8 7N51°08'49"W 10.00S3 8 ° 5 1 ' 1 1 " W 5 8 . 3 6 L=326 .50 R =758.51 Δ =24 °39 '45"S26°29'04"E 10.00L=272.29R=768.51Δ=20°18'01" L =7 0 1 . 8 1 R= 8 1 5 . 0 0Δ= 4 9 ° 2 0 ' 1 7 "SSCABXSTCOBXCABXSSCABXCABXTNHSSSTWEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.SOUTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLCPID: 3402921430006(COMMERCIAL ZONING)CONTINENTAL 483 FUND LLCPID: 3402921440012(RESIDENTIAL/PUD ZONING)PID: 3402921440004HIGHWAY EASEMENT PER MNDOT ROW MAP 12-46RETAINING WALL-GRAVEL-WETLAND #1H U D S O N B L V D . 169 'CONNECT TOEXISTING CURB& GUTTERCONNECT TOEXISTING CURB& GUTTER8' WIDEBITUMINOUSTRAIL8' WIDEBITUMINOUSTRAILTIE-IN PROPOSEDPAVEMENT SECTIONTO EXISTINGPROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKINGLSSLSSLSSLSS>>>>>>SE PONDHWL=971.48NWL=967.50BTM=964.50S00°01'13"W 292.40 L=51.19R=90.00Δ=32°35'16" S32 ° 3 6 ' 2 9 " W 1 5 7 . 8 9 L =10 3.79 R=90.00Δ=6 6°04'18"S33°27'49"E 22.57S00°01'26"E 290.88 N00°01'13"E 740.46 N3 8 ° 5 1 ' 1 1 " E 1 7 5 . 8 7N51°08'49"W 10.00S3 8 ° 5 1 ' 1 1 " W 5 8 . 3 6 L=326 .50 R =758.51 Δ =24 °39 '45"S26°29'04"E 10.00L=272.29R=768.51Δ=20°18'01" L =7 0 1 . 8 1 R= 8 1 5 . 0 0Δ= 4 9 ° 2 0 ' 1 7 "1+002+003+004+005+006 + 0 0 7 + 0 0 8 + 0 0 9+ 0 0 10+ 0 0 11+ 0 0 12+ 0 0 13+ 0 0 14+ 0 0 14+ 6 7 . 5 2TIE-IN PROPOSEDPAVEMENT MARKINGSTO EXISTINGPAVEMENT MARKINGS14'13'12'4 0 'R810.5'14'12'13'12'14'12 0 . 6 '14'13'26'28'6'11221RAISED MEDIAN W/4" CURB & 3-FTNOSE DOWNTIE-IN PROPOSEDPAVEMENT SECTIONTO EXISTINGPROPOSED PAVEMENTSTRIPING (TYP.)PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALHUDSON BOULEVARDALIGNMENTC5.2NORTH0 50 100W 11-2 Sign & W 16-7P plaque with rectangular rapid-flashing beacon and pedestrian push-button actuatorwith R10-25 Sign.OM 1-1 18" x 18" Warning Sign1.2.NOTES PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>S T S>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.50CABX ST COBX CABX SS CABX CABX T NHSSHYDSSSSHYDHYDSS SSHYD SSHYDSS HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150RETAINING WALLWETLAND #1STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >>STS>>STS>>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>S T S>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS L2.11ENLARGEDLANDSCAPE PLAN(1) PIST(3) PIAB(3) PIDE(3) PIGL(3) PIAB(2) PIST(1) PIDE(1) ABCO(1) PIST(1) PIST(1) TILG(2) BENI(2) TILG(2) BENI(1) TILG(3) ABCO(2) PIAB(1) ABCO(4) PIDE(2) PIGL(1) GLTR(4) GLTR(2) PIDE(1) ACRU(56) TAXT7(TYP)7(TYP)8(TYP)8(TYP)10Future Plantings Area10Future Plantings Area12(TYP)14(TYP)14(TYP)15(TYP)15(TYP)15(TYP)L7.1LP2.1DECIDUOUS TREEPLANTING (TYP)L7.1LP2.4CONIFEROUS TREE ON SLOPEPLANTING (TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)21218(TYP)17(TYP)18(TYP)18(TYP)18(TYP)18(TYP)18(TYP)L7.1LP2.3CONIFEROUS TREEPLANTING (TYP)L7.1LP2.5SHRUBPLANTING (TYP)CONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONABCO 5 Abies concolorWhite Fir40`H x 20`W 8` HTB & BPIAB 8 Picea abiesNorway Spruce50`H x 30`W 8` HTB & BPIGL 8 Picea glaucaWhite Spruce50`H x 20`W 8` HTB & BPIDE 10 Picea glauca `Densata`Black Hills Spruce45`H x 20`W 8` HTB & BPIST 5 Pinus strobusEastern White Pine80`H x 40`W 8` HTB & BDECIDUOUS SHADE TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU 6 Acer rubrum `Autumn Spire`Autumn Spire Maple 50`H x 25`W 2.5" Cal. B & BBENI 4 Betula nigraRiver Birch60`H x 50`W 2.5"CalB & BGLTR 5 Gleditsia triacanthos `Impcole` TM Impcole Honeylocust 30`H x 35`W 2.5"CalB & BTILG 8 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"CalB & BSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONJUHU 15 Juniperus horizontalis `Hughes`Hughes Juniper0.5`H x 7`W 5 GAL.POTJUKA 13 Juniperus x pfitzeriana `Kallay`s Compact` Kallay`s Compact Juniper 3`H x 5`W 5 GAL.POTTAXT 56 Taxus x media `Tauntonii`Tauton Yew4`H x 5`W #5POTGRASSESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONSCSB 14 Schizachyrium scoparium `Blue Heaven` Blue Heaven Little Bluestem 2`H x 3`W 1 GAL.POTSPHE 160 Sporobolus heterolepisPrairie Dropseed3`H x 3`W #2POTPERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONYUCI 20 Yucca filamentosa `Ivory Tower`Ivory Tower Yucca4`H x 4`W 1 GAL.POTCONIFEROUS TREESDECIDUOUS SHADE TREES428810710SWAMP WHITE OAKSUGAR MAPLE 'FALL FIESTA'WHITE PINENORWAY SPRUCEBLACK HILLS SPRUCEWHITE SPRUCEWHITE FIRQTYCOMMON NAME2.5" CAL.2.5" CAL.8' HT.8' HT.8' HT.8' HT.8' HT.PLANTING SIZEQTYCOMMON NAMEPLANTING SIZEPROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL02/13/2023OVERALLLANDSCAPE PLANL2.0Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction.Edge planting beds with 5-inch, 18" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent tocurbing, walks or buildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule andthe number shown on the Drawing, the Drawing shall govern.Trees shown in 'Future Plantings' area count towards total quantities for project but will be installed during a later phase.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawingsand system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicablecodes and obtain all necessary permits from local jurisdiction.Seed mixtures (MNDOT 25-131, MNDOT 33-261 and MNDOT 33-262) as defined in current MNDOT Seeding Manual. Seed mixture(BWSR Native Grass Waterway General) as defined by Minnesota Board of Water and Soil Resources. Native Seeds shall be ofMinnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to theOwner 30 days minimum prior to installation. Refer to Legend below.Remainder of Lots 2 &3, Block 2 shall be seeded with MNDOT 21-112 (Winter Wheat Cover Crop). Seed at rate of 100.0 lbs/acre.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for requirederosion prevention and sediment control.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.Six (6') foot privacy fence.2.3.4.5.6.9.11.13.16.19.20.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.OVERALL PLANT SCHEDULEDenotes area of sodDenotes rock mulchCITY REQUIREMENTS7.8.10.12.14.15.City of Lake Elmo Code - Overall development requirements (16 acres)1. Disturbed land = 5 trees per acre disturbed2. Existing tree replacements(Equivalent trees) See sheet C1.4 for calculationsRequired81 trees153.5 inches(76 trees)Provided108 trees*155.5 inches(77 trees)LEGENDFUTURE PLANTINGSDenotes Low Maintenance Turf seed mix (MNDOT 25-131)Seed at rate of 220 lbs/acre.Denotes Stormwater seed mix (MNDOT 33-261)Seed at rate of 35 lbs/acre.17.City of Lake Elmo Code - Lot 1 Block 1 requirements (6.2 acres)1. Interior parking area = min 5% shall be landscaped2. Parking area trees = 1 tree per 15 spaces3. Parking at public R.O.W. = 1 deciduous tree per 50 l.f.4. Screening adjacent to Residential District = 1 tree per 40 l.f.5. Disturbed land = 5 trees per acre disturbed *49 of 108 proposed trees shall be planted when future Lot 3 Block 2 is developed.Required6,967 s.f.23 trees 5 trees31 trees31 treesProvided7,675 s.f.23 trees 5 trees31 trees59 trees(Species subject to change)21.Denotes Native Grass Waterway seed mix (BWSR)Seed at rate of 45.21 lbs/acre.18.Denotes Dry Swale/Pond seed mix (MNDOT 33-262)Seed at rate of 44.0 lbs/acre. CONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONPIGL 3 Picea glaucaWhite Spruce50`H x 20`W 8` HTB & BDECIDUOUS SHADE TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU 6 Acer rubrum `Autumn Spire`Autumn Spire Maple 50`H x 25`W 2.5" Cal. B & BTILG 4 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"CalB & BSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONJUHU 15 Juniperus horizontalis `Hughes`Hughes Juniper0.5`H x 7`W 5 GAL.POTJUKA 13 Juniperus x pfitzeriana `Kallay`s Compact` Kallay`s Compact Juniper 3`H x 5`W 5 GAL.POTGRASSESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONSCSB 14 Schizachyrium scoparium `Blue Heaven` Blue Heaven Little Bluestem 2`H x 3`W 1 GAL.POTSPHE 148 Sporobolus heterolepisPrairie Dropseed3`H x 3`W #2POTPERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONYUCI 15 Yucca filamentosa `Ivory Tower`Ivory Tower Yucca4`H x 4`W 1 GAL.POTPROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS>>STS >>SAN >>SAN>SAN>SAN>SAN>SAN>>>STS>>STS>>STS >>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTTHWL=971.48NWL=967.50BTM=964.50LOT 1BLOCK 2(3) PIGL(37) SPHE(13) JUKA(3) JUHU(39) SPHE(3) JUHU(1) ACRU(1) ACRU(1) ACRU(8) SPHE(9) YUCI(6) SCSB(8) SCSB(6) YUCI(17) SPHE(23) SPHE(12) SPHE(4) TILG(6) JUHU(1) ACRU(1) ACRU(13) SPHE(5) YUCI(3) JUHU(11) SPHE13(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)8(TYP)8(TYP)8(TYP)8(TYP)8(TYP)8(TYP)12(TYP)12(TYP)1313(TYP)13(TYP)15(TYP)15(TYP) (TYP)15(TYP)14(TYP)L7.1LP2.1DECIDUOUS TREEPLANTING (TYP)L7.1LP2.3CONIFEROUS TREEPLANTING (TYP)L7.1LP2.5SHRUBPLANTING (TYP)L7.14PERENNIALPLANTING (TYP)8(TYP)8(TYP)8(TYP)PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL02/13/2023ENLARGEDLANDSCAPE PLANL2.1PLANT SCHEDULEContact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction.Edge planting beds with 5-inch, 18" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent tocurbing, walks or buildings.Place plants according to layout with proper nominal spacing. Quantities shown in Plant Schedule are for this sheet only. See sheetL2.0 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on theDrawing, the Drawing shall govern.Trees shown in 'Future Plantings' area count towards total quantities for project but will be installed during a later phase.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawingsand system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicablecodes and obtain all necessary permits from local jurisdiction.Seed mixtures (MNDOT 25-131, MNDOT 33-261 and MNDOT 33-262) as defined in current MNDOT Seeding Manual. Native Seedsshall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentationto the Owner 30 days minimum prior to installation.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for requirederosion prevention and sediment control.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.16.17.18.19.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.7.8.12.13.14.15.Denotes area of sodDenotes rock mulchLEGEND NOPARKING NOPARKING NOPARKING L210 L210 L210 L210 L210 L210 L210 L210 L210 L211 L211L211 L211 L211L211 L211 L211L211 L210 L210L210 L173L174 13'AFF 13'AFFL17410'AFF L17310'AFFL17310'AFFL17313'AFFL17413'AFF L173 13'AFFL173 13'AFF L173 26'AFF L173 26'AFF L173 26'AFF L173 13'AFF L173 13'AFF L174 13'AFF L173 26'AFF L173 26'AFF L173 13'AFF L173 13'AFF L173 13'AFF L173 13'AFF L173 13'AFF L173 13'AFFL173 13'AFF L173 13'AFF L173 13'AFF L173 13'AFF L173 13'AFF L17313'AFF L17413'AFF L17313'AFF L173 13'AFF L17313'AFF L17326'AFF L17326'AFF L17326'AFF L17326'AFF L17326'AFF L17326'AFF L212 L212 L212 L212 L212 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.4 0.3 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.5 0.6 0.5 0.3 0.2 0.3 0.5 0.6 0.6 0.4 0.2 0.2 0.3 0.4 0.4 0.4 0.2 0.1 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.8 1.0 0.9 0.7 0.8 0.8 1.0 1.2 1.2 0.9 0.8 0.7 0.8 1.1 1.0 0.6 0.2 0.1 0.0 0.1 0.3 0.6 0.8 1.0 1.2 1.6 2.1 2.5 2.5 2.3 2.2 2.5 2.9 3.1 3.0 2.6 2.4 2.3 2.2 2.1 1.6 0.9 0.6 0.4 0.2 0.1 0.2 0.4 0.8 1.2 1.5 2.0 0.8 0.5 0.2 0.1 0.2 0.5 1.0 1.4 1.8 2.4 1.2 0.8 0.4 0.2 0.1 0.1 0.3 0.6 1.1 1.6 2.1 2.7 0.7 0.8 0.7 0.1 0.3 0.6 1.1 1.6 2.1 1.0 4.4 4.1 0.1 0.2 0.5 1.0 4.4 5.1 5.4 6.0 6.2 6.0 5.7 5.5 4.9 1.9 10.3 0.1 0.2 0.5 1.0 3.2 19.2 0.1 0.2 0.5 0.9 2.6 12.1 0.1 0.2 0.5 1.0 2.4 5.9 0.1 0.2 0.5 1.0 0.9 0.9 0.1 0.2 0.5 1.0 0.6 0.1 0.2 0.5 1.0 0.6 0.3 0.1 0.2 0.5 1.0 0.7 0.3 0.1 0.2 0.5 1.0 0.7 0.3 0.1 0.2 0.5 1.0 0.6 0.4 0.1 0.2 0.5 1.0 0.6 0.9 0.1 0.2 0.5 1.0 0.7 0.9 6.8 0.1 0.2 0.5 1.0 0.8 0.7 7.9 19.2 0.1 0.2 0.5 1.1 0.9 1.5 2.7 12.8 0.1 0.3 0.6 1.3 0.9 0.8 0.5 3.7 4.8 0.1 0.3 0.7 1.4 0.9 0.5 0.4 0.8 0.9 0.1 0.3 0.7 1.4 0.9 0.7 0.6 0.6 0.1 0.3 0.7 1.3 1.0 1.0 1.0 0.1 0.3 0.6 1.2 1.9 5.1 6.0 6.0 6.5 7.0 6.7 6.2 6.2 5.1 1.9 1.4 1.2 0.1 0.2 0.6 1.2 5.0 5.9 5.9 6.4 6.9 6.7 6.1 6.1 5.0 1.4 0.8 0.5 0.1 0.3 0.6 1.1 1.8 0.9 0.7 0.1 0.3 0.6 1.1 3.2 1.6 0.8 0.1 0.2 0.5 0.9 2.2 2.4 1.0 0.4 0.1 0.2 0.4 0.7 3.2 3.7 4.1 4.7 2.9 3.7 2.8 1.4 0.7 1.0 0.1 0.2 0.5 0.8 2.1 3.1 5.3 7.5 7.0 5.9 1.7 1.3 4.7 0.1 0.2 0.6 1.1 3.0 5.0 7.6 11.5 1.8 1.5 4.0 16.2 0.1 0.2 0.7 1.3 2.2 2.0 2.3 13.8 16.0 0.2 0.3 0.8 1.7 1.9 2.3 6.9 0.2 0.4 1.0 2.2 1.5 0.7 1.7 0.3 0.6 1.3 2.9 1.4 0.6 0.3 0.2 0.4 0.8 1.6 3.5 1.6 0.7 0.3 0.2 0.4 0.8 1.6 3.4 2.0 0.7 0.4 0.2 0.3 0.5 1.3 2.8 2.5 1.0 0.6 0.3 0.2 0.4 1.1 2.2 2.8 1.2 0.8 0.6 0.2 0.4 1.0 1.7 2.8 1.2 1.6 4.1 0.1 0.3 0.9 1.5 2.6 1.2 2.2 9.9 0.1 0.3 0.7 1.2 2.7 2.0 3.7 18.9 0.1 0.3 0.6 1.1 2.5 1.8 2.8 16.1 0.1 0.2 0.7 1.2 2.5 1.1 1.6 7.5 0.1 0.2 0.7 1.3 2.5 1.0 0.8 2.1 0.1 0.3 0.8 1.6 2.6 1.1 0.7 0.4 0.2 0.3 1.0 2.1 2.6 3.8 10.0 2.8 1.2 0.7 0.3 0.3 0.5 1.3 2.8 2.6 1.0 0.7 0.3 0.4 0.8 1.6 3.5 2.2 0.8 0.5 0.4 0.4 0.8 1.7 3.5 2.8 4.0 2.0 0.8 0.8 2.3 0.3 0.5 1.4 3.0 2.0 0.9 1.8 8.0 0.2 0.4 1.2 2.3 2.2 1.6 2.8 16.7 0.2 0.4 1.0 1.8 2.1 1.8 3.3 18.5 0.1 0.3 0.9 1.5 2.0 0.9 1.7 8.9 0.1 0.3 0.7 1.2 2.3 1.0 1.3 3.5 0.1 0.2 0.4 0.7 2.6 1.1 0.8 0.5 0.1 0.1 0.3 0.4 10.4 2.6 1.0 0.6 0.3 0.1 0.1 0.2 0.5 5.3 11.5 5.2 5.1 4.3 3.8 2.4 0.9 0.4 0.2 0.1 0.1 0.3 0.7 4.3 8.7 4.9 4.9 3.2 2.3 1.0 0.3 0.1 0.2 0.4 0.9 0.1 0.2 0.4 0.9 0.1 0.2 0.4 0.8 0.1 0.1 0.3 0.5 0.7 1.0 1.9 1.0 0.7 0.4 0.2 0.0 0.1 0.2 0.3 0.3 0.4 0.7 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 3.8 4.6 4.6 4.0 3.6 4.1 4.9 5.4 5.0 4.2 3.6 3.6 4.0 4.0 3.4 2.4 1.6 1.2 4.4 5.0 5.4 4.7 4.4 4.9 5.9 5.9 5.6 4.7 4.1 4.1 4.5 4.4 3.9 3.0 2.1 1.5 3.4 4.2 4.8 5.2 5.2 5.1 5.4 5.8 5.8 5.5 5.1 4.8 4.6 4.7 4.4 4.0 3.1 2.3 1.8 1.4 1.2 2.7 3.5 4.3 5.1 5.4 5.4 5.4 5.6 6.0 6.2 5.9 5.5 5.2 5.1 5.1 4.9 4.4 3.7 2.9 2.3 1.8 1.5 1.5 2.0 2.6 3.4 5.5 5.4 5.6 5.8 5.6 5.7 4.3 3.4 2.7 2.3 2.2 1.4 1.8 2.4 3.2 4.4 5.3 5.8 5.5 5.1 5.4 6.1 6.5 6.4 5.8 5.3 5.6 6.1 6.2 5.6 4.4 3.3 2.6 2.2 2.4 1.4 1.7 2.2 3.0 4.4 5.7 6.0 5.3 4.7 5.0 6.1 6.8 6.6 5.6 4.8 5.0 5.9 6.3 5.5 4.1 2.9 2.2 1.9 1.6 1.6 2.0 2.5 3.3 4.5 5.7 6.2 5.6 5.2 5.4 6.4 7.0 6.8 5.8 5.3 5.4 6.1 6.2 5.3 4.0 3.0 2.3 2.0 1.4 1.6 1.9 2.3 3.2 4.5 5.8 6.2 5.5 5.0 5.2 6.3 7.0 6.8 5.6 5.0 5.1 5.9 6.2 5.3 3.9 2.8 2.1 1.8 1.3 1.4 1.7 2.3 3.2 4.7 5.7 6.1 5.3 4.8 5.1 6.2 6.9 6.7 5.5 4.8 5.0 5.8 6.0 5.3 3.8 2.6 2.0 1.6 1.2 1.5 2.0 2.5 3.4 4.3 5.1 5.5 5.6 5.4 5.6 6.1 6.3 6.2 5.8 5.4 5.5 5.6 5.4 4.8 3.9 3.0 2.3 1.8 1.3 1.4 2.0 2.6 3.5 4.4 5.3 5.7 5.7 5.6 5.8 6.3 6.6 6.4 6.1 5.7 5.7 5.9 5.7 5.0 4.1 3.1 2.4 1.8 1.3 1.5 2.0 2.6 3.5 4.4 5.2 5.7 5.8 5.6 5.8 6.2 6.5 6.4 6.0 5.7 5.7 5.8 5.6 4.9 4.0 3.1 2.4 1.8 1.3 1.5 1.9 2.5 3.3 4.4 5.2 5.6 5.6 5.3 5.5 6.1 6.4 6.3 5.8 5.3 5.4 5.7 5.5 4.9 3.9 2.9 2.2 1.7 1.3 1.4 1.7 2.3 3.1 4.6 5.7 6.1 5.3 4.8 5.1 6.1 6.9 6.7 5.5 4.8 5.0 5.7 6.0 5.3 3.8 2.6 2.0 1.6 1.2 1.6 2.0 2.4 3.3 4.6 5.9 6.3 5.6 5.2 5.4 6.4 7.1 6.9 5.8 5.2 5.3 6.0 6.2 5.3 3.8 2.8 2.1 1.8 1.3 1.7 2.0 2.5 3.4 4.6 5.9 6.3 5.7 5.2 5.5 6.5 7.2 6.9 5.8 5.3 5.4 6.1 6.2 5.3 3.9 2.8 2.2 1.9 1.3 1.6 2.0 2.5 3.4 4.9 6.2 6.5 5.8 5.3 5.6 6.6 7.4 7.2 6.0 5.3 5.4 6.2 6.4 5.6 4.1 2.8 2.2 1.7 1.3 1.8 2.5 3.2 4.4 5.7 6.7 7.2 7.0 6.6 6.9 7.6 8.0 7.8 7.3 6.7 6.7 7.1 6.8 6.0 4.8 3.6 2.7 2.1 1.5 2.1 2.8 3.7 4.9 6.1 7.1 7.7 7.6 7.4 7.7 8.3 8.5 8.4 8.0 7.5 7.5 7.7 7.3 6.5 5.3 4.0 3.1 2.4 1.6 1.9 2.6 3.3 4.5 5.8 6.7 7.1 6.8 6.4 6.8 7.5 8.0 7.8 7.2 6.7 6.8 7.1 6.8 6.0 4.9 3.6 2.8 2.1 1.6 1.6 2.1 2.7 3.7 5.2 6.2 6.3 5.4 5.1 5.4 6.5 7.3 7.0 6.0 5.3 5.5 6.3 6.5 5.7 4.1 2.9 2.2 1.8 1.5 1.1 2.7 3.6 5.4 5.0 5.4 5.8 5.2 5.4 3.9 2.8 2.2 1.4 1.4 1.3 1.8 2.0 2.7 3.6 5.2 4.9 5.3 5.7 5.2 5.3 3.8 2.8 2.2 1.9 1.2 1.4 1.8 1.8 1.9 1.8 1.5 1.8 2.4 3.4 4.9 5.7 5.8 4.9 4.5 4.9 6.0 6.7 6.5 5.5 4.8 5.0 5.7 6.0 5.2 3.8 2.6 2.0 1.7 1.4 1.1 1.4 2.0 2.5 2.8 2.9 1.5 1.9 2.5 3.4 4.3 4.9 5.2 5.0 4.8 5.1 5.8 6.1 6.0 5.6 5.1 5.2 5.6 5.4 4.8 3.8 2.8 2.2 1.8 1.4 1.1 1.3 2.0 3.0 3.7 4.0 1.3 1.7 2.2 2.9 3.5 4.0 4.4 4.5 4.5 4.8 5.2 5.4 5.4 5.3 5.0 4.8 4.8 4.4 3.9 3.3 2.7 2.3 2.0 1.7 1.4 1.4 3.2 3.8 4.4 4.1 1.0 1.3 1.6 2.0 2.5 4.3 5.2 5.5 5.6 5.8 5.5 4.6 4.1 3.9 3.5 3.1 2.7 2.7 2.9 2.9 2.5 2.3 4.1 4.3 4.0 1.1 1.3 1.5 1.6 7.2 6.4 5.4 4.9 4.2 3.6 2.6 1.4 1.7 1.9 2.0 8.1 8.1 6.2 4.5 3.5 2.6 1.7 2.1 2.5 2.9 4.6 9.4 5.3 3.7 2.9 2.1 2.7 3.2 3.7 5.5 10.0 9.9 5.7 4.0 3.2 2.6 2.1 3.0 3.5 4.0 4.5 5.8 7.0 7.2 5.8 4.3 3.4 2.7 2.1 3.9 4.5 4.6 5.1 6.5 8.8 8.8 6.4 4.6 3.7 2.8 2.1 4.5 4.9 4.9 5.4 7.3 12.8 12.5 7.0 4.9 4.0 3.2 2.5 4.4 4.8 4.8 5.2 6.8 9.8 9.5 6.6 5.0 4.4 3.9 3.3 3.6 4.1 4.4 4.7 5.9 7.2 6.9 5.8 4.9 4.7 4.8 4.2 2.6 3.3 3.7 4.1 5.8 9.9 9.4 5.7 4.8 4.8 4.9 4.6 2.1 2.7 3.1 3.7 5.6 10.6 10.4 5.7 4.7 4.8 5.1 4.5 1.8 2.3 2.7 3.4 4.6 6.0 6.3 5.1 4.7 4.8 4.6 4.0 1.6 2.0 2.4 3.0 3.8 3.8 4.4 4.7 4.6 4.7 4.3 3.6 1.4 1.8 2.1 2.5 2.8 2.6 3.8 4.4 4.6 4.6 4.1 3.3 1.5 1.8 2.0 2.0 1.9 1.6 3.6 4.3 4.6 4.7 4.2 3.5 1.6 2.0 2.1 1.8 1.5 1.2 4.6 4.8 4.7 4.8 4.6 3.9 1.9 2.3 2.3 1.9 1.6 1.6 7.4 5.4 4.8 4.8 5.1 4.4 2.8 2.3 2.5 5.6 4.6 4.6 4.9 4.6 3.6 3.8 3.4 2.9 3.9 9.0 7.9 6.3 7.5 4.7 4.2 4.4 4.8 4.2 4.3 4.3 3.9 3.5 4.3 8.1 6.6 2.8 3.9 3.8 3.9 4.2 4.1 3.6 4.3 4.4 4.1 4.0 4.4 5.1 4.3 4.2 4.2 3.8 3.0 3.7 4.1 4.1 4.4 5.4 6.5 6.6 5.6 4.8 4.4 3.7 3.0 2.8 3.4 3.9 4.6 6.8 11.4 11.3 6.9 5.2 4.5 3.8 3.0 2.2 2.9 3.5 4.4 6.9 11.5 11.0 7.0 5.3 4.6 3.8 3.1 1.8 2.4 3.0 4.1 5.8 7.1 7.2 6.2 5.2 4.6 4.1 3.4 1.5 1.9 2.4 3.4 5.0 6.2 6.7 5.6 4.8 4.6 4.7 4.0 1.0 1.3 1.7 2.6 4.7 9.2 10.0 5.4 4.4 4.3 4.7 4.3 1.2 1.9 4.1 8.9 4.6 3.7 4.1 4.6 1.3 1.8 3.0 5.0 6.2 11.9 8.9 10.5 11.6 9.9 12.9 9.8 12.2 11.0 12.8 9.9 12.9 10.5 12.1 11.3 9.8 12.1 6.7 3.9 3.7 4.1 1.8 2.6 3.5 4.6 5.5 6.7 6.1 6.2 6.5 6.8 7.4 7.0 7.6 7.9 8.4 7.5 7.6 7.1 7.2 6.9 6.6 6.8 5.5 4.5 4.2 4.2 3.8 2.0 2.9 4.0 4.6 4.6 4.1 3.6 3.3 3.3 3.4 3.5 3.6 3.8 4.5 5.5 5.9 5.7 4.9 4.1 3.8 3.9 3.9 3.6 3.6 3.9 4.6 4.6 4.6 4.1 3.9 3.5 2.9 2.2 3.0 3.8 4.1 4.1 3.5 2.9 2.5 2.4 2.5 2.5 2.6 2.9 3.6 4.3 4.5 4.4 3.8 3.1 2.8 2.9 2.9 2.7 2.8 3.2 3.7 3.7 3.8 3.6 3.5 3.2 2.6 1.9 2.5 2.9 3.0 3.0 2.7 2.3 2.0 1.8 1.8 1.8 2.0 2.2 2.7 3.1 3.2 3.2 2.8 2.4 2.2 2.1 2.0 1.9 2.0 2.3 2.6 2.7 2.7 2.6 2.5 2.3 2.0 1.1 1.4 1.6 1.8 1.7 1.5 1.3 1.2 1.1 1.1 1.0 1.1 1.3 1.5 1.7 1.8 1.6 1.4 1.2 1.2 1.1 1.1 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.8 7.8 9.3 12.46.2 4.3 3.8 6.3 6.5 4.0 4.4 6.6 4.7 2.6 2.0 1.9 2.1 3.1 5.9 6.2 2.8 5.5 8.0 5.2 3.7 5.4 7.1 4.0 7.9 6.1 7.6 8.6 6.5 8.2 6.6 8.8 8.1 7.9 9.4 6.7 8.6 7.2 8.6 8.1 6.5 8.1 4.1 11.5 10.5 12.1 11.8 12.2 7.1 12.1 14.3 8.8 15.2 7.6 13.7 13.0 10.6 8.6 6.6 7.0 9.4 8.3 10.2 7.8 7.0 4.1 9.8 12.5 6.9 17.9 5.7 14.4 12.5 9.5 8.67.7 7.0 4.9 4.1 6.8 7.5 4.5 4.8 7.2 5.2 2.6 1.7 1.2 0.8 0.8 1.5 4.4 3.0 5.0 7.7 5.4 3.5 4.7 7.6 6.0 0.1 0.8 0.2 0.1 0.8 0.2 0.9 0.2 8.7 0.6 2.2 0.4 0.5 0.2 0.2 0.1 0.2 0.1 0.2 0.1 0.2 0.1 0.2 2.2 0.3 1.1 7.4 0.4 0.6 0.2 1.1 0.2 0.4 0.1 0.1 0.3 0.1 0.1 0.1 1.0 0.3 0.1 0.1 1.1 0.5 0.2 0.2 0.2 0.5 0.3 0.5 0.3 0.3 0.2 0.3 0.2 0.9 0.3 1.1 0.3 12.7 0.9 3.8 0.4 0.6 0.4 0.1 0.2 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.3 2.3 0.4 6.3 0.6 12.3 0.7 11.2 0.6 5.8 0.5 1.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 1.3 0.3 5.3 0.4 11.2 0.6 13.1 0.7 7.4 0.6 2.8 0.4 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.1 2.4 1.5 0.5 0.2 0.1 0.1 2.3 1.4 0.5 0.2 0.1 0.1 1.7 1.0 0.4 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 SCALE:AS NOTED PROJECT NUMBER:23-001 DRAWING TITLE ISSUE / REVISION SHEET NUMBER DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS LE, LLC namapartners cll Architecture . Interior Design. Planning. Graphics 2287 Pinto Trail, Elizabeth, CO Tel. 303.905.7567 FEB. 09, 2023 CITY SUBMITTAL SERVICE CENTER LAKE ELMO, MN 5376 S. Gibraltar Ct. Centennial, CO 80015 vrossi@rossiengineering.net 303.720.9827 E1.00 ELECTRICAL SITE PLAN SCALE:1 SITE LIGHTING PLAN 1"=40'-0" DETAIL - ELEVATED BASE NOT TO SCALE 24" DIA. (MINIMUM DEPTH) STRUCTURAL ENGINEER TO PROVIDE ENGINEEREDCONCRETE POLE BASE DESIGN TO MEETSPECIFICATIONS AS SHOWN WITH RESPECT TOPOLE HEIGHT AND WIND RATING. CONDUIT IN AND OUT30" BELOW GRADE FINISHED GRADE 2'-6" 25'-0" 2" X 45 DEGREE STRAIGHT SQUARE STEEL POLE WITHPOWDER COAT FINISH TO MATCHLUMINARIES, CAPABLE OF 100MPH TYPE 'L210' & 'L211' POLE BASE POLES WITH EXPOSED BASESSHALL BE FORMED WITHSEAMLESS SONOTUBE FORMS. ANCHOR BOLTS, BASE PLATE, AND ROUND BASE COVER PROVIDED W/POLE. BOLT CIRCLE TEMPLATE PER MANUFACTURER'S INSTALLATIONREQUIREMENTS. GROUT BASE COVER - COLOR TO MATCH FULL CUT OFF LED FIXTURE. SINGLE HEAD FOR TYPE 'L210' AND TWIN HEADS FOR TYPE 'L211'. DEPTH PERSTRUCTURALENGINEER DESIGN 10' X 3/4" GND. ROD CADWELD GROUND 1"C. FROM EVERY POLE TO IT CLOSET #102. SEE SHEET E3.0 FOR ADDITIONAL INFORMATION. 1"C. DETAIL - ELEVATED BASE NOT TO SCALE 24" DIA. (MINIMUM DEPTH) STRUCTURAL ENGINEER TO PROVIDE ENGINEEREDCONCRETE POLE BASE DESIGN TO MEETSPECIFICATIONS AS SHOWN WITH RESPECT TOPOLE HEIGHT AND WIND RATING. CONDUIT IN AND OUT30" BELOW GRADE FINISHED GRADE 2'-6" 8'-0" 2" X 45 DEGREE STRAIGHT SQUARE STEEL POLE WITHPOWDER COAT FINISH TO MATCHLUMINARIES, CAPABLE OF 100MPH TYPE 'L212' POLE BASE POLES WITH EXPOSED BASESSHALL BE FORMED WITHSEAMLESS SONOTUBE FORMS. ANCHOR BOLTS, BASE PLATE, AND ROUND BASE COVER PROVIDED W/POLE. BOLT CIRCLE TEMPLATE PER MANUFACTURER'S INSTALLATIONREQUIREMENTS. GROUT BASE COVER - COLOR TO MATCH FULL CUT OFF LED FIXTURE. SINGLE HEAD FOR TYPE 'L212'. DEPTH PERSTRUCTURALENGINEER DESIGN 10' X 3/4" GND. ROD CADWELD GROUND 1"C. FROM EVERY POLE TO IT CLOSET #102. SEE SHEET E3.0 FOR ADDITIONAL INFORMATION. 1"C. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landscape & Sidewalk Illuminance Fc 1.47 19.2 0.0 N.A.N.A. Parking Lot Illuminance Fc 4.35 12.9 1.0 4.35 12.90 Property Line Illuminance Fc 0.13 0.4 0.0 N.A.N.A. Sidewalk Around Building E Illuminance Fc 5.47 12.4 1.9 2.88 6.53 Sidewalk Around Building N Illuminance Fc 7.38 9.4 4.0 1.85 2.35 Sidewalk Around Building S Illuminance Fc 10.23 17.9 4.1 2.50 4.37 Sidewalk Around Building W Illuminance Fc 4.62 7.7 0.8 5.78 9.63 Street Illuminance Fc 1.17 13.1 0.0 N.A.N.A. SCALE:AS NOTED PROJECT NUMBER:23-001 DRAWING TITLE ISSUE / REVISION SHEET NUMBER DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS LE, LLC namapartners cll Architecture . Interior Design. Planning. Graphics 2287 Pinto Trail, Elizabeth, CO Tel. 303.905.7567 FEB. 09, 2023 CITY SUBMITTAL SERVICE CENTER LAKE ELMO, MN 5376 S. Gibraltar Ct. Centennial, CO 80015 vrossi@rossiengineering.net 303.720.9827 E2.00 ELECTRICAL CUT SHEETS SCALE:1 TYPE 'L173' & 'L174' CUT SHEETS NOT SET SCALE SCALE:2 TYPE 'L210', 'L211' & 'L112' CUT SHEETS NOT SET SCALE CABINETM2025' DESKF990F990F990F880F880F880G4064' X 6' GRAPHIC E131 COFFEEMAKER 55" TV - SURFACE MOUNTED W/ SWING ARM COFFEE BAR F 1 0 5 F 4 0 1 F401F401F401F 1 0 5 F 4 0 1 F401F401F401BABY CHANGING TABLEBABY CHANGING TABLEF105G4064' X 6' GRAPHIC F 1 0 5 F 4 0 1 F401F401F401 F 1 0 5 F 4 0 1 F401F401F401CREDENZA SLIDING DOORLATERAL FILING CABINETSF105F 1 0 5 F 4 0 1 F401F401F401F 1 0 5 F 4 0 1 F401F401F401 F853F854F854 F854F854F850 F855F855 F880F 1 0 5 F 4 0 1 F401F401F401F 1 0 5 F 4 0 1 F401F401F401CABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKF940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940F940E810VENDING MACHINEFOOD AND DRINKE810VENDING MACHINEFOOD AND DRINKG8098' X 9' GRAPHICG809 8' X 9' GRAPHIC CABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINET M2025' DESK CABINET M2025' DESK CABINET M2025' DESK CABINET M2025' DESK CABINET M2025' DESK CABINETM2025' DESKCABINETM2025' DESKE551PRINTER6'-8" MOUNTINGHEIGHT A.F.F MOOD-MEDIAAMPLIFIER E851 22'-11 1/2" (22' MIN. TWO WAY AISLE WIDTH)SOLARM906POWERM907WALL CONNECTORPOWERWALL15" SOLARTILE ASSY.SOLAR PANELASSY.DOUBLE CHECKBACKFLOW DETECTORASSEMBLY. DCDA (FIRE).3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D6'-7"W X 7-1.5"H X 2'-8"D12' (MHE THROUGHWAY)55" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFF3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"DSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACK3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"DSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACK3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"D3'-3"W X 7'-1.5"HX 1'-7.5"DSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKSHELF BET-24'-2"W X 7-1"H X 1'-8"DTIRE RACKMIN 18' CLEARANCE(NON-FIXED ITEMS)FOR HV PACK ACCESSSE-620SE-621PALLETJACK230v - 20 AMPS100/230v90-140 PSI @ 5-10 CFMGANTRYLIFTTABLEESD FLOORMATGROUNDEDESD FLOORMATGROUNDEDVERIFY PWRREQ'SWHEEL BALANCER[JB B1200P]VERIFY PWRREQUIREMENTS 116-175 PSIAIR LINETIRE CHANGER[JB T7700]SE451SE450230 VAC50/60HZ230 VAC50/60HZAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADWORKBENCHAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUAD3'-3"W X 7'-1.5"HX 1'-11.5"D22' (22' MIN. TWO WAY AISLE WIDTH)3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"DWORKBENCHWORKBENCHWORKBENCHWORKBENCH WORKBENCHWORKBENCHWORKBENCHAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADAIR REEL14-50RSE11912' -6" CLEAR HEIGHTWHEEL STOP5-20R QUADWORKBENCHWORKBENCHWORKBENCHEYEWASHSTATIONFLS93'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D55" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFF3'-3"W X 7'-1.5"HX 1'-11.5"DCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKCABINETM2025' DESKE551PRINTER3'-3"W X 7'-1.5"HX 1'-11.5"DM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHT36" COUNTER HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHTM301M301M301M301F32125" HEIGHT36" COUNTER HEIGHT G8098 X 9 GRAPHICG8098 X 9 GRAPHICG8128 X 12 GRAPHICG8128 X 12 GRAPHICE52375" TOUCHSCREENM525WALL MOUNTM512WOOD FRAMEM140M140M140M140F320 25.5"COUNTERHEIGHT F32025.5"COUNTERHEIGHT36" COUNTERHEIGHTM140M140M140M140F320 25.5"COUNTERHEIGHT F32025.5"COUNTERHEIGHT36" COUNTERHEIGHTM140M140M140M140F320 25.5"COUNTERHEIGHT F32025.5"COUNTERHEIGHT36" COUNTERHEIGHTM140M140M140M140F320 25.5"COUNTERHEIGHT F32025.5"COUNTERHEIGHT36" COUNTERHEIGHTM140M140M140M140F320 25.5"COUNTERHEIGHT F32025.5"COUNTERHEIGHT36" COUNTERHEIGHTE850TIMECLOCK30" BARHEIGHT30" BARHEIGHT 30" BARHEIGHT M12042" BAR HEIGHTF306F306 F306 30" BARHEIGHT30" BARHEIGHT 30" BARHEIGHT M12042" BAR HEIGHTF306F306 F306 6'-8" MOUNTINGHEIGHT A.F.F MOOD-MEDIAAMPLIFIER E851E580 3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 1'-11.5"D3'-3"W X 7'-1.5"HX 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1'-11.5"DE110FULL SIZE FRIDGEE120MICROWAVEE131COFFEEMAKERP130BREAKROOM SINKP131BREAKROOMFAUCETF21536" BASE CABINETF22315" BASE CABINETF303F303F303F303F303F303F303F303F303F303REFRIGERANTDRYER15HPVERIFY PWR REQUIREMENTSSE544E152 WASHER E153 ELECTRIC DRYER F800KEY DROP BOXDCDCDCDCDCDCP136(JANITOR/SHOP SINK)P148(FRAMELESS MIRROR)(CUSTOMER FAUCET)P150P149(CUSTOMER S INK)P148(FRAMELESS MIRROR)(CUSTOMER FAUCET)P150P149(CUSTOMER S INK) (FRAMED MIRROR) P117 P127(CUSTOMER SINK) P129(CUSTOMER FAUCET) (FRAMED MIRROR) P117 P127(CUSTOMER SINK) P129(CUSTOMER FAUCET)(FRAMED MIRROR)P117P127(CUSTOMER SINK)P129(CUSTOMER FAUCET)(FRAMED MIRROR)P117P127(CUSTOMER SINK)P129(CUSTOMER FAUCET)P134(MOP SINK)IRRIGATION BACKFLOWPREVENTER.FLOORSINK.DOUBLE CHECKBACKFLOW DETECTORASSEMBLY. DCDA (FIRE).WALLHEATER.ABOVEHEATER DISCONNECT.T-STAT.REDUCED PRESSUREBACKFLOWPREVENTERWATER METERREMOTE READERLOCATIONFLOORSINK.DESTRATIFICATIONFAN (100 LBS)DESTRATIFICATIONFAN (100 LBS)TTTFLOORSINK.DRAWING TITLEDENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS LE, LLCnamapartnerscllArchitecture . Interior Design. Planning. GraphicsSERVICE CENTERLAKE ELMO, MNTRD ID: 27755ARCHITECT:2287 Pinto Trail, Elizabeth, COTel. 303.905.7567FLOOR PLAN SCALE: 332" = 1'-0"SOUTH ELEVATION1SCALE: 332" = 1'-0"EAST ELEVATION2SCALE: 332" = 1'-0"NORTH ELEVATION3SCALE: 332" = 1'-0"WEST ELEVATION4ELEV: 28'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 28'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORELEV: 00'-0"AFFFINISH FLOORELEV: 28'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORELEV: 28'-0"AFFT.O. PARAPETELEV: 28'-0"AFFT.O. PARAPETELEV: 28'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORELEV: 30'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETRTU'S (BEYOND)RTU'S (BEYOND)RTU'S (BEYOND)RTU'S (BEYOND)RTU'S (BEYOND)RTU'S (BEYOND)RTU'S (BEYOND)RTU'S (BEYOND)ROOF LINE(LOW POINT)ROOF LINE(HIGH POINT)ROOF LINE(HIGH POINT)ROOF LINE(HIGH POINT)ROOF LINE(HIGH POINT)ROOF LINE(LOW POINT)ROOF LINE(LOW POINT)ROOF LINE(LOW POINT)1 OF 2EXTERIORELEVATIONSDRAWING TITLEDENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS LE, LLCnamapartnerscllArchitecture . Interior Design. Planning. GraphicsSERVICE CENTERLAKE ELMO, MNTRD ID: 27755ARCHITECT:2287 Pinto Trail, Elizabeth, COTel. 303.905.7567 6.0000 FINISH FLOORELEV: 0'-0" AFFFINISH FLOORELEV: 0'-0" AFFSITE LINESAVISUAL ANGLE(VANTAGE POINT= 400' AWAY, 6'-0" OFF THE GROUNDHUDSON BLVD. = 371' AWAYVISUAL ANGLE(VANTAGE POINT= 300' AWAY,6'-0" OFF THE GROUNDT.O. PARAPETELEV: 30'-0" AFFT.O. PARAPETELEV: 26'-0" AFFT.O. PARAPETELEV: 30'-0" AFFT.O. PARAPETELEV: 30'-0" AFFVISUAL ANGLE(VANTAGE POINT= 355' AWAY,6'-0" OFF THE GROUNDVISUAL ANGLE(VANTAGE POINT= 125' AWAY,6'-0" OFF THE GROUNDRTU'SRTU'SRTU'SRTU'SFINISH FLOOR: 982.00 FEET125'-0"PROPERTY LINE T.O. PARAPETELEV: 26'-0" AFF6'-0" 6'-0"355'-0"FINISH GRADE:1002.00 FEETFINISH GRADE:965.00 FEETWESTEASTT.O. PARAPETELEV: 30'-0" AFFSOUTH (HUDSON BLVD.)NORTHT.O. PARAPETELEV: 26'-0" AFF6'-0"FINISH GRADE:984.00 FEETFINISH FLOOR: 982.00 FEETT.O. PARAPETELEV: 26'-0" AFFRTU IS BEHIND 30'-0" PARAPET400'-0"300'-0"6'-0"FINISH GRADE:987.00 FEETPROPERTY LINE PROPERTY LINE PROPERTY LINE SITE LINESBSITE LINESCSITE LINESDPROPOSED BUILDING50,527 S.F.FFE = 982.00SITE AREA: 271,629 SF / 6.23 ACRESNOPARKINGNOPARKINGNOPARKINGDH YT 55" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFF E275 V3 SUP E RC HA RG E R C AB IN E T 600 AM P SUPPO R TS = ( 4 ) E 26 1 SC CH AR GE PO S TS WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTALDBCA400'-0" 300'-0"125'-0"355'-0"North2 OF 2BUILDINGSECTIONSAS NOTEDDRAWING TITLEDENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS LE, LLCnamapartnerscllArchitecture . Interior Design. Planning. GraphicsSERVICE CENTERLAKE ELMO, MNTRD ID: 27755ARCHITECT:2287 Pinto Trail, Elizabeth, COTel. 303.905.7567 Site Rendering Exhibits • 03.01.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. NORTH 0 20’ 40’ 80’ Birdseye view of Auto Dealership View of Dairy Queen in collaboration with:Highway 94Hu d s o n B o u l e v a r d Block 2 Lot 3 (future) Block 2 Lot 2 (future) Block 2 Lot 1 50,527 s.f. building (Auto Dealership) Block 1 Lot (Dairy Queen) Auto Dealership Exhibits • 03.01.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. in collaboration with: Dairy Queen Exhibits • 03.01.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. in collaboration with: Section Views Exhibits • 03.01.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. in collaboration with: Section View - Phase 1 Section View - Future Phase Proposed Auto Dealership Proposed Auto Dealership Existing Townhome (2nd story view) Future Building Proposed and existing trees after 15-20 year growth Proposed 50’ Ground Sign Proposed 30’ Ground Sign Existing trees to remain Existing Townhome (2nd story view) Proposed and existing trees at present day Proposed 50’ Ground Sign Existing trees to remain Future Building Hudson Blvd 1/4 mile Proposed 30’ Ground Sign Hudson Blvd Section View Key Plan TITLE SHEET C0.0C0.0V1.1C1.1C2.1C3.1C4.1C5.1C5.2C5.3C6.1C6.2C6.3C6.4C6.5L1.0L1.1E1.1TITLE SHEETALTA/NSPS LAND TITLE SURVEYEXISTING CONDITIONS & REMOVALS PLANSITE PLANUTILITY PLANGRADING AND DRAINAGE PLANEROSION CONTROL PLAN, PHASE IEROSION CONTROL PLAN, PHASE IISWPPP NARRATIVEDETAILSDETAILSDETAILSDETAILSDETAILSLANDSCAPE PLANLANDSCAPE PLANPHOTOMETRIC PLANSITE CONSTRUCTION PLANSFORDAIRY QUEEN STORE #70891LAKE ELMO, MNSITE LOCATION MAPLAKE ELMOWASHINGTON COUNTYSITEAERIAL MAPSHEET INDEXSHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 06/10/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1. 02/13/23 PUD SUBMITTAL 2. 3. 4. 5. 6. 7. ISSUE DATE: 06/10/22 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\22002 - lake elmo dq\cad\22002_cover.dwg02/10/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA H U D S O N B L V D NSITE KEATS AVE NINTERSTATE 94 ΔΔ HUDSON B L V D . 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ISSUE DATE: 06/10/22 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\22002 - lake elmo dq\cad\22002_remove.dwg02/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA EXISTING CONDITIONS & REMOVALS PLAN C1.1< SCALE IN FEET >Know what'sbelow.before you dig.CallR10' CONTOUR2' CONTOUR970968EXISTINGREMOVALSEASEMENT LINEPROPERTY LINESANITARY SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINOVERHEAD UTILITYSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYUNDERGROUND ELECTRICLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTIC1. ELEVATIONS SHOWN ARE BASED ON GPS DERIVEDVALUES FOR NAVD 88.BENCHMARKHYDRANTGATE VALVESEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCEEXISTING CONDITIONS NOTESREMOVAL PLAN NOTES1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THELOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFYTHE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIESOR VARIATIONS FROM THE PLANS.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECTALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOTINDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITIONOPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THEOWNER.3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES ASNECESSARY. THE CONTRACTOR SHALL COORDINATE THESEACTIVITIES WITH THE UTILITY COMPANIES.4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWNON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNINGSTATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS ANDFEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.5. ALL SAWCUTS SHALL BE FULL-DEPTH CUTS.1. EXISTING CONDITIONS BASED ON ALTA/NSPS LAND TITLE SURVEYPREPARED BY CORNERSTONE LAND SURVEYING, INC. DATED 5/18/22.AS NOTED H U D S O N B L V D N EXISTING BUILDINGDO NOT ENTERPROPOSEDBUILDING2632182415.7442 824 12122410.711.211.780.73029261824R20R62R2 0 R6 2 R20R20R10 R3R20R13.2 R15R30 2 0 10 FT. PARKING SETBACK10 FT. PARKING SETBACK25 FT. BUILDING SETBACK30 FT. BUILDING SETBACK30 FT. BUILDING SETBACK10 FT. BUILDING SETBACK1111111CBC22223334445556789TYP1011TYP11TYP1313131313131314141414DDD11TYP11TYP9TYPA7.938.740.715 FT. PARKING SETBACK145533HUDSON BOULEVARDIMPROVEMENTS BY OTHERSR30 R1510535SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 06/10/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1. 02/13/23 PUD SUBMITTAL 2. 3. 4. 5. 6. 7. ISSUE DATE: 06/10/22 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\22002 - lake elmo dq\cad\22002_site.dwg02/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA SITE PLAN C2.1< SCALE IN FEET >Know what'sbelow.before you dig.CallREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESANITARY SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINOVERHEAD UTILITYSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYUNDERGROUND ELECTRICLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTICHYDRANTGATE VALVESEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCE1. ALL DIMENSIONS ARE TO FACE OF CURB AND OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.3. TYPICAL PARKING STALLS ARE 9' X 18'. HANDICAP PARKING STALLSARE 9' X 18'.4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS.5. UNLESS OTHERWISE SHOWN IN THE PLANS, CONTRACTOR SHALLPROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ONGRADE, SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS:CONTROL JOINTS:WALKS @ 8' SPACINGOTHERS @ 10' SPACINGSAWCUT CONTROL JOINTS MINIMUM 14 CONCRETE THICKNESS.EXPANSION JOINTS: WALKS @ 24' SPACINGOTHERS @ 40' SPACINGPROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGEIN PAVEMENT THICKNESS OCCURS AND WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT.DOWEL ALL EXPANSION JOINTS AT 24" SPACING MAX.1. LANDSCAPE AREA. SEE LANDSCAPE PLAN.2. MATCH EXISTING CURB/SIDEWALK/PAVEMENT.3. CONCRETE WALK/PATIO.4. CONCRETE PAVEMENT/APRON.5. PEDESTRIAN CURB RAMP.6. 6" CONCRETE FILLED PIPE BOLLARD.7. MONUMENT SIGN (BY OTHERS).8. TRASH ENCLOSURE.9. 4" SOLID WHITE LINE.10. CROSS-WALK PAVEMENT MARKINGS, SOLID WHITE.11. SOLID WHITE PAVEMENT MARKING.12. TRANSFORM PAD (TBD).13. LIGHT POLE AND BASE.14. TENANT EQUIPMENT, FINAL DESIGN PENDING.KEYNOTESSITE PLAN NOTESSITE DATAPARKING REQUIRED1 SPACE PER THREE SEATS OREACH 100 SF OF INTERIOR SPACEPLUS ONE SPACE PER 200 SF OFEXTERIOR SEATING AREA47 SEATS2,875 SF INTERIOR SPACE520 SF EXTERIOR SPACEPARKING PROVIDEDSTANDARD STALLS:HANDICAP STALLS:TOTAL STALLS:PARKING SUMMARYEXISTING ZONING:PROPOSED ZONING:PARCEL AREA:IMPERVIOUS AREA:BUILDING 1:PAVEMENTS:TOTAL:PERVIOUS AREA:15.728.8 2.63129 231C, COMMERCIALPUD40,681 SF3,270 SF 8% 24,123 SF 59%27,393 SF 67%13,288 SF 33%SIGN SCHEDULEA. STOP SIGN:R1-1 (24" X 24")B. HANDICAP PARKING SIGN: R7-8m W/R7-8b (12" X 18")C. NO PARKING SIGN:R8-3a (12" X 18")D. TENANT SIGNAGE:PER TENANT SPECIFICATIONS1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURBUNLESS OTHERWISE NOTED.2. SIGNS SHALL INCLUDE HARDWARE, POST, FOOTING, CASING, AND ALLAPPURTENANCES REQUIRED FOR TYPICAL INSTALLATION.3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE 4" SOLIDWHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12" HEIGHT.4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATESTEDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD).SIGNAGE AND PAVEMENT MARKING NOTES H U D S O N B L V D N EXISTING BUILDINGDO NOT ENTERPROPOSEDBUILDING121CONSTRUCTION MANHOLEOVER EXISTING EXISTING 8"PVC SAN SWR AND CONNECT.SMH 1RE 969.00EX IE 952.46-8" NEPR IE 960.18-6" SW7.4' OUTSIDE VERTICAL DROP(FIELD VERIFY)88'-6" PVC @ 2.00%(106' TOTAL LENGTH)35'-6" PVC @ 2.0%IE 966.00CLEANOUTIE 965.30100'-6" PVC@ 2.0%CLEANOUTIE 963.3050'-6" PVC@ 2.0%CLEANOUTIE 962.3020'-6" DIPCL.52 @ 2.00%CONNECT TO EXISTING 8" DIPWM WITH 8" G.V. & BOX(FIELD VERIFY)8"-45° BEND8" DIP CL.52HYDRANT W/G.V.8" X 6" TEEGND EL 971.28" X 6"REDUCER6"-45°BEND6 " D I P C L . 5 26" DIP CL.52 W/6" G.V. & BOX(FIRE)6" X 4" TEE6"-90°BEND4" DIP CL.52 W/4" G.V. & BOX(DOMESTIC)59'-15" RCPCL.5 @ 1.19%15" RCP FESIE 968.30PLACE 4.8 CYRIPRAP CL III15" RCP FESIE 969.0012" RCP FESIE 961.00PLACE 4.4 CYRIPRAP CL III30'-12" RCPCL.5 @ 2.00%STMH 109RE 971.00IE 961.60-12" SIE 964.34-12" N(SEE DETAIL)8'-12" PE@ 2.00%12" OUTLETIE 964.50CBMH 108RE 972.67IE 966.24-12" SIE 962.24-SUMPCBMH 107RE 972.13IE 966.14-12" NIE 962.14-SUMP12" INLETIE 966.007'-12" PE@ 2.00%12" INLETIE 966.0012'-12" PE@ 2.00%36'-6" PVC @ 2.0%IE 968.50CB 106RE 972.73IE 969.23-12" NW12'-12" PE@ 2.00%CBMH 101RE 973.15IE 964.55-12" SWIE 964.55-12" NEIE 968.99-12" SEIE 967.84-6" NWIE 960.55-SUMP(SEE DETAIL)12" INLETIE 964.5010'-12" PE@ 0.45%67'-12" PE@ 0.45%CBMH 102RE 972.63IE 964.85-12" SWIE 964.85-12" N139'-12" PE@ 0.45%CBMH 103RE 968.95IE 965.47-12" SIE 965.47-12" NIE 965.47-12" WCB 104RE 969.33IE 965.60-12" S29'-12" PE@ 0.45%54'-12" PE@ 2.00%CB 105RE 970.13IE 966.55-12" E669'-42" CMPPERFORATEDIE 964.00233'-15" RCPCL.5 @ 1.52%15" RCP FESIE 973.50PLACE 4.8 CYRIPRAP CL III15" RCP FESIE 974.00SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 06/10/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1. 02/13/23 PUD SUBMITTAL 2. 3. 4. 5. 6. 7. ISSUE DATE: 06/10/22 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\22002 - lake elmo dq\cad\22002_utility.dwg02/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA UTILITY PLAN C3.1< SCALE IN FEET >Know what'sbelow.before you dig.CallR1. ALL WORK SHALL CONFORM TO THE CITY OF LAKE ELMO STANDARDSPECIFICATIONS. WHERE CITY SPECIFICATION DOES NOT COVER THEWORK, THE LATEST EDITIONS OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FORCONSTRUCTION", THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM) STANDARD SPECIFICATION, AND THE MINNESOTA PLUMBINGCODE SHALL APPLY.2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD).1. SEE SHEET C6.2 FOR CITY STANDARD UTILITY NOTES.2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OFEXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES OR VARIATIONS FROM THE PLAN.3. FINAL BUILDING UTILITY SERVICES AND DOWNSPOUT LOCATIONS SHALLBE VERIFIED WITH THE ARCHITECTURAL AND PLUMBING PLANS .4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYSAFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLYCEASED.EXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESANITARY SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINOVERHEAD UTILITYSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYUNDERGROUND ELECTRICUTILITY NOTESGOVERNING SPECIFICATIONSLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTIC1. ELEVATIONS SHOWN ARE BASED ON GPS DERIVEDVALUES FOR NAVD 88.BENCHMARKHYDRANTGATE VALVEDHYSEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCE1. TOP 8" WATER: 959.0BTM 6" SANITARY : 961.0SEPARATION: 2.02. TOP 8" WATER: 962.0BTM 12" STORM: 965.8SEPARATION: 3.8UTILITY CROSSINGSCBMHCBMHCBCBCBCBMHSTMH101*102103104105106107108109*48" DIAMETER R-1642-BR-3067-VBR-3067-VR-3067-VR-3067-VBR-3067-VBR-3067-VBR-1642-BSTRUCTURE NO. SIZESTORM SEWER SCHEDULE48" DIAMETER48" DIAMETER24" X 36"48" DIAMETER48" DIAMETER24" X 36"STMHNEENAH CASTINGOR EQUAL* SEE DETAIL SHEET FOR STRUCTURE SPECIFICATIONSR-3067-V24" X 36"CBMH48" DIAMETER1. GREASE TRAP PER TENANT REQUIREMENTS.2. LOWER WATER BELOW SANITARY SEWER TO PROVIDE 24" MIN. SEPARATION.KEYNOTES H U D S O N B L V D N EXISTING BUILDINGTIP-OUT CURB(TYP )70.070.871.769.668.968.066.967.567.868.270.070.571.670.770.871.471.069.769.168.869.670.670.372.873.873.973.973.8573.873.673.273.473.873.8574.073.373.172.972.372.872.873.874.0T 74.2G 73.8T 73.8G 73.8T 74.3G 73.871.171.7P R O P O S E D B U I L D I N G F F F = 9 7 4 . 5 73.273.473.673.4573.073.272.873.272.572.772.873.372.372.5DO NOT ENTERRI D G E 4.1%5.2%4.6 % 4.2% 4 . 1 % 0. 9 % 0 . 6 % 0.6%0.6%0.6%1.5%0.6%0.7%2.0% 1.9%2.0%2.0%2% MAX. SLOPEIN THIS AREA1.9%2.4%1.9%1.7%2. 3 %2.5%2.3%3.3%2.1%2.6%4.1%SILT FENCE(TYP)SILT FENCE(COORDINATE W/ADJACENTPROPERTY OWNER FOROFF-SITE GRADING)SILT FENCE(COORDINATE W/ADJACENTPROPERTY OWNER FOROFF-SITE GRADING)ROCKCONSTRUCTIONENTRANCE69.068.373.061.0POND 10P669'-42" PERFORATED CMPROCK IE 963.5PIPE IE 964.0OUTLET EL 964.93100 YR HWL 967.697697697797897997997597497697797898098197097598096997197297397497697797897998198267.876.376.676.974.073.573.54.8%980978976974974974972972970 972972 9749 7 4 9 7 2 9729 7 2 9 7 2 97069.968.03.4%9709 7 0 SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 06/10/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1. 02/13/23 PUD SUBMITTAL 2. 3. 4. 5. 6. 7. ISSUE DATE: 06/10/22 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\22002 - lake elmo dq\cad\22002_grade.dwg02/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA GRADING AND DRAINAGE PLAN C4.1< SCALE IN FEET >Know what'sbelow.before you dig.CallR1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"AND THE CITY OF LAKE ELMO SPECIFICATIONS.2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD).3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM) STANDARD SPECIFICATIONS.1. SEE SHEET C6.2 FOR CITY STANDARD GRADING NOTES.2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OFEXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES OR VARIATIONS FROM THE PLAN.3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENTTOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBEDAREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED.10' CONTOUR2' CONTOURx00.0xSILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)970970968968EXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESANITARY SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINOVERHEAD UTILITYSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYRIPRAPUNDERGROUND ELECTRICGRADING NOTESGOVERNING SPECIFICATIONSLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTIC1. ELEVATIONS SHOWN ARE BASED ON GPS DERIVEDVALUES FOR NAVD 88.BENCHMARK00.0HYDRANTGATE VALVESEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCE DO NOT ENTER2 GM 3 PT 1 QB 5 5 TREE PROTECTION FENCE SEE DETAIL SHEET L1.1 ALL GRASS TO BE HYDROSEED, TYP. SEE SEED NOTES SHEET L1.0 10.00'28.00'53.00', T Y P . 2 TM 12,304 sf PP2 1,455 sf PP2 1 HS2 3 SL 3 BG2 6 SA 1 PD 1 HK 3 PA2 3 BG2 3 CK 4 RH 3 PD2 2 RH 3 SL 3 SP 3 BG2 3 RH2 TM I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: _______________________ TYPED OR PRINTED NAME: JILLIAN E. REINER DATE: 6/9/22 LICENSE NUMBER: 55038 L1.0 PROJECT NO. 22-23DAIRY QUEEN STORE #7089106/10/22LAKE ELMO, MNCONCEPTUAL PHASE CONSTRUCTION DRAWING REVISION SCHEDULE NO. DESCRIPTION DATE 1003 Bay Ln NE Alexandria, MN 56308 phone 320.815.4580 123456 D A 123456 C B DBA: JILLIAN REINER Professional Landscape Architect SHEET NO. DESIGN PHASE SCALE DATE DRAWN BY: CHECKED BY: APPROVED BY:LANDSCAPE PLAN1" = 20' N STANDARD PLANTING NOTES: 1. CONTRACTOR MUST CONTACT GOPHER STATE ONE CALL 811 PRIOR TO TREE STAKING AND PLANTING OPERATIONS TO VERIFY UNDERGROUND UTILITIES. WHERE PRIVATE UTILITIES EXIST ON-SITE THE CONTRACTOR IS REQUIRED TO HAVE THOSE LOCATED AS WELL. 2. PLANT MATERIALS SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK: ANSI Z60.1, LATEST EDITION. 3. NOT PLANT SUBSTITUTIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN AUTHORIZATION FROM THE CITY. 4. ALL TREE LOCATIONS TO BE FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TO COORDINATE FILED REVIEW OF PROPOSED TREE LOCATIONS WITH THE CITY AND PROJECT LANDSCAPE ARCHITECT PRIOR TO ANY TREE INSTALLATION. 5. ALL PLANTS SHALL BE PLANTED IMMEDIATELY UPON ARRIVAL TO PROJECT SITE. NO PLANT MATERIAL IS TO BE LEFT OVERNIGHT ON THE PROJECT SITE WITHOUT BEING INSTALLED UNLESS WRITTEN APPROVAL BY CITY. 6. ALL TREES, SHRUBS, PERENNIALS, TURF LAWN AND NATIVE SEEDING TO HAVE A TWO-YEAR WARRANTY BEGINNING UPON WRITTEN ACCEPTANCE BY THE CITY. DEFECTIVE PLANTS AS DETERMINED BY THE CITY SHALL BE REPLACED WITHIN 30 DAYS OF NOTICE DURING THE GROWING SEASON, AND REPLACEMENT MATERIALS SHALL RECEIVE THE SAME TWO YEAR WARRANTY UNTIL PLANTS ARE SUCCESSFULLY ESTABLISHED. 7. CONTRACTOR TO PROTECT AND MAINTAIN ALL PLANTINGS AND PLANT BEDS, INCLUDING PROTECTION FROM WILDLIFE, WEEDING, RE-MULCHING, FERTILIZATION, IRRIGATION AND ALL OTHER TYPICAL FORMS OF HORTICULTURAL CARE UNTIL THE END OF THE WARRANTY PERIOD AS DETERMINED AND APPROVED BY CITY. 8. ALL PLANTS INSTALLED AND MAINTAINED ON CITY PROPERTY SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELMO BEE-SAFE RESOLUTION NO. 2015-13. 9. AN IRRIGATION SYSTEM OR OTHER WATER SUPPLY ADEQUATE TO SUPPORT THE SPECIFIED PLANT MATERIAL SHALL BE PROVIDED DESIGN-BUILD BY THE CONTRACTOR. SYMBOL DESCRIPTION QTY 3" Rock Mulch - Color: To be determined by owner 13.98 cy5 REFERENCE NOTES SCHEDULE SEED: 1. THE GRASS SEED MIXTURES SHALL MEET MNDOT SPECIFICATION 3876, FOR THE APPLICABLE AREA TO BE RESTORED. UNLESS OTHERWISE CALLED FOR ON THE PLANS, THE GRASS SEED SHALL MEET MNDOT SPECIFICATION 3876 TREES BOTANICAL / COMMON NAME SIZE CONTAINER QTY GM Ginkgo biloba 'Magyar' / Magyar Maidenhair Tree 2.5" Cal.B&B 2 PT Populus tremuloides / Quaking Aspen 2.5" Cal.B&B 3 QB Quercus bicolor / Swamp White Oak 2.5" Cal.B&B 1 TM Tilia mongolica `Harvest Gold` / Harvest Gold Linden -4 SHRUBS BOTANICAL / COMMON NAME SIZE CONTAINER QTY BG2 Buxus microphylla `Green Borders` / Green Borders Boxwood #2 9 HS2 Hosta sieboldiana `Elegans` / Elegans Hosta #10 1 PA2 Perovskia atriplicifolia / Russian Sage #2 3 PD2 Physocarpus opulifolius 'Donna May' TM / Little Devil Dwarf Ninebark #5 3 PD Physocarpus opulifolius 'Monlo' TM / Diabolo Purple Ninebark #5 1 GRASSES BOTANICAL / COMMON NAME SIZE CONTAINER QTY CK Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass #2 6 SL Schizachyrium scoparium / Little Bluestem #1 6 ANNUALS/PERENNIALS BOTANICAL / COMMON NAME SIZE CONTAINER QTY HK Hosta x 'Krossa Regal' / Krossa Regal Hosta #1 1 RH Rudbeckia hirta / Black-eyed Susan #1 7 SA Sedum x 'Autumn Joy' / Autumn Joy Sedum #1 6 SP Sedum x 'Purple Emperor' / Purple Emperor Stonecrop #1 3 GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY PP2 Poa pratensis / Kentucky Bluegrass Hydroseed 12,992 sf PLANT SCHEDULE 1 PUD SUBMITTAL 2/13/23 CITY OF LAKE ELMO DESIGN STANDARDS AND GUIDELINES FOR LANDSCAPING: 1. PARKING, PUBLIC AND STREETSCAPE AREAS SHOULD UTILIZE TREES, PLANT BEDS, AND POTTED PLANTS TO ADD VISUAL INTEREST AND BREAK UP CONTINUOUS HARDSCAPE. 2. PARKING, SERVICE, STORAGE AND UTILITY AREAS SHOULD BE BUFFERED BY PLANTINGS. NEAR AREAS OF PEDESTRIAN CIRCULATION, THESE PLANTINGS SHALL NOT EXCEED 4 FEET IN HEIGHT FOR SAFETY PURPOSES. 3. HARDY AND NATIVE PLANT MATERIALS THAT ARE RESISTANT TO THE CLIMATE, DISEASE AND SALT ARE ENCOURAGED. MAKING USE OF SIMILAR PLANT MATERIALS A ADJACENT PROPERTIES AND PUBLIC SPACES IS ENCOURAGED TO CREATE CONTINUITY. 4. MATURE TREES LOCATED ON BUILDING SITES SHOULD BE RETAINED WHENEVER POSSIBLE. 5. BARE SOILS SHOULD BE PLANTED OR MULCHED WITH BARK, STONE OR OTHER SUITABLE MATERIAL TO AVOID UNNECESSARY RUNOFF. 6. THE LINEAR MEASUREMENT OF SURFACE PARKING AREAS PARALLEL TO THE PUBLIC STREET ARE ENCOURAGED NOT TO EXCEED MORE THAN 60% OF PRIMARY STREET FRONTAGES. SITES OR PROJECTS THAT ARE UNABLE TO MEET THIS GUIDELINE ARE ENCOURAGED TO INSTALL BERMS AND/OR ADDITIONAL LANDSCAPING ALONG AREAS OF SURFACE PARKING ADJACENT TO THE PRIMARY STREET FRONTAGE.THE ENTRANCE TO PARKING FACILITIES SHOULD BE LOCATED ON SECONDARY STREETS WHEN POSSIBLE. 7. SHARED PARKING FACILITIES BETWEEN ADJACENT USES OR BUSINESSES ARE ENCOURAGED WHEN POSSIBLE TO AVOID EXCESSIVE AMOUNTS OF PARKING.STRUCTURE PARKING IS ENCOURAGED, AND SHOULD BE LOCATED BEHIND OR BENEATH PRIMARY BUILDINGS WHEN POSSIBLE. 8. STRUCTURE PARKING OR PARKING AREAS LOCATED BENEATH THE PRIMARY STRUCTURE SHOULD BE SCREENED WITH ARCHITECTURAL ELEMENTS THAT MATCH THE PRIMARY BUILDING . 9. PARKING AREAS SHOULD BE SCREENED FROM VIEW OF PUBLIC STREETS BY MEANS OF GRADING AND/OR LANDSCAPING. 10. PARKING AREAS SHOULD BE SCREENED FROM ADJACENT STRUCTURES WITH LANDSCAPING STRIPS NOT EXCEEDING 4 FEET IN HEIGHT IN ORDER TO ENSURE PEDESTRIAN SAFETY. 11. LANDSCAPED ISLANDS SHOULD BE INSTALLED WITHIN SURFACE PARKING AREAS TO BREAK UP CONTINUOUS HARDSCAPE AND REDUCE CONCENTRATION OF IMPERVIOUS SURFACE. PAGE 1 OF 1Date:6/9/2022# Date CommentsDrawn By: SANDYScale: AS NOTEDRevisionsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.DQChecked By: ROB C.LAKE ELMO, MNLuminaire ScheduleCalculation SummaryLabelCalcTypeUnitsAvgMaxMinSymbolQtyLabelArrangementLLFDescriptionArr. WattsLum. LumensAvg/MinMax/MinSITE GROUNDIlluminanceFc1.187.47AA3Single0.9000.0N.A.N.A.EX-LITE 100W T3 40K MOUNT ON 18FT POLE WITH 2FT BASE10013967Plan ViewScale: 1 inch= 20 Ft.0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.10.1 0.2 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.00.1 0.3 0.5 0.7 1.1 1.4 1.2 1.1 1.0 0.9 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.1 0.3 0.6 1.0 1.6 2.6 2.5 2.2 2.2 2.3 2.0 1.6 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.1 0.2 0.5 1.0 1.8 3.3 5.0 3.7 2.9 3.1 4.3 4.9 3.3 2.1 1.4 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.00.0 0.1 0.2 0.7 1.6 3.2 7.2 6.6 3.9 2.8 3.1 4.7 7.3 7.4 4.8 2.7 1.7 1.2 1.2 1.1 0.8 0.5 0.3 0.2 0.1 0.0 0.00.0 0.0 0.1 0.3 0.9 2.4 5.2 6.9 5.1 3.0 2.0 2.1 3.1 4.6 5.1 4.0 2.6 1.9 1.7 2.0 2.3 2.0 1.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.1 0.3 1.0 2.4 3.6 3.9 2.9 1.7 1.1 1.1 1.4 2.0 2.4 2.2 1.8 1.6 1.8 2.5 3.7 4.6 2.4 1.3 0.7 0.3 0.1 0.00.00.0 0.0 0.0 0.1 0.4 1.1 1.8 2.2 2.1 1.6 0.9 0.5 0.4 0.5 0.8 1.0 1.0 1.1 1.2 1.5 2.5 4.6 7.2 4.8 2.0 1.0 0.4 0.2 0.10.00.0 0.0 0.0 0.1 0.4 0.8 1.3 1.5 1.4 1.1 0.7 0.4 0.2 0.2 0.2 0.30.7 1.1 1.9 3.8 6.2 0.0 0.0 0.2 0.5 0.2 0.10.00.0 0.0 0.0 0.1 0.3 0.6 1.0 1.3 1.4 1.2 0.9 0.6 0.3 0.1 0.10.6 1.2 2.4 4.0 0.0 0.0 0.4 0.7 0.3 0.10.0 0.0 0.0 0.1 0.2 0.4 0.8 1.3 1.7 1.9 1.7 1.2 0.6 0.3 0.10.7 1.6 2.6 1.2 1.2 0.7 1.0 0.3 0.10.0 0.0 0.1 0.1 0.3 0.6 1.4 2.4 3.4 3.5 2.4 1.3 0.6 0.31.2 2.2 2.1 2.3 1.3 1.1 0.4 0.20.0 0.0 0.1 0.2 0.4 1.1 2.5 5.3 6.5 4.5 2.3 1.1 0.5 0.31.1 2.4 4.1 4.7 2.8 1.2 0.5 0.20.0 0.1 0.1 0.3 0.7 1.5 3.3 7.2 5.9 3.1 1.5 0.8 0.5 0.31.1 3.0 5.9 6.7 2.8 1.4 0.6 0.20.0 0.1 0.2 0.5 1.0 1.8 3.6 4.5 2.9 1.7 1.0 0.6 0.4 0.30.4 1.2 3.1 6.4 7.1 2.6 1.3 0.6 0.20.1 0.1 0.3 0.6 1.0 1.6 2.3 2.0 1.5 1.1 0.8 0.6 0.5 0.3 0.2 0.4 1.1 2.6 4.7 5.3 2.1 1.0 0.5 0.20.0 0.1 0.2 0.4 0.6 0.9 1.1 1.0 1.0 1.0 0.9 0.7 0.5 0.4 0.5 1.0 1.9 2.9 3.0 1.7 0.7 0.3 0.10.0 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.2 1.2 1.0 0.7 0.7 0.9 1.4 1.9 1.9 1.1 0.5 0.2 0.10.0 0.1 0.1 0.1 0.2 0.3 0.7 1.4 1.9 2.2 2.0 1.4 1.0 1.0 1.3 1.6 1.5 0.9 0.3 0.2 0.10.0 0.0 0.1 0.1 0.2 0.6 1.5 2.9 4.2 4.0 2.6 1.6 1.3 1.5 1.7 1.6 0.9 0.3 0.1 0.10.0 0.0 0.1 0.2 0.4 1.1 2.8 6.3 6.9 4.3 2.3 1.7 1.9 2.3 2.3 1.3 0.5 0.2 0.10.0 0.1 0.1 0.3 0.8 1.6 3.6 7.0 5.0 2.8 2.1 2.6 3.5 3.7 2.1 0.8 0.3 0.10.0 0.0 0.1 0.2 0.5 1.1 1.9 3.8 3.7 2.6 2.4 3.3 5.5 6.0 2.5 1.1 0.4 0.10.0 0.0 0.1 0.3 0.6 1.0 1.6 2.1 1.9 2.2 3.6 6.7 7.1 2.5 1.1 0.5 0.20.0 0.0 0.1 0.2 0.4 0.6 0.8 1.2 1.8 3.1 5.4 5.9 2.1 1.0 0.4 0.20.0 0.0 0.1 0.1 0.2 0.3 0.6 1.2 2.1 3.3 3.5 1.7 0.7 0.3 0.10.0 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.9 1.9 1.1 0.4 0.2 0.10.0 0.0 0.1 0.1 0.3 0.5 0.9 1.1 1.1 0.6 0.3 0.1 0.10.0 0.1 0.1 0.2 0.4 0.6 0.7 0.6 0.4 0.1 0.1 0.00.0 0.0 0.1 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.0 0.00.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.01 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcTYPE AA DRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541802/13/2023 12:16:26 PMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt008O.R.V.22-039PERSPECTIVESLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022PLAN FOR SITE PLAN APPROVAL---"THESE RENDERINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT MEANT TO BE AN EXACT DEPICTION OF THE RENDITION SHOWN. ANY RELIANCE ON THESE RENDERINGS SHALL BE AT THE USER'S SOLE RISK. ALLIANCE CONSTRUCTION & DESIGN, INC. IS NOT RESPONSIBLE FOR ANY RELIANCE OR MISUSE OF THESE RENDERINGS AND/OR DAMAGES, CLAIMS, LOSSES OR LIABILITY THAT MAY RESULT."REVISIONS# STAGEDATE 12'-0"8'-0"2'-6"5'-0"4'-6"5'-0"2'-6"ø 6" (TYP.)6" CONC. PAD W/ #4 @ 16" O.C.6" CONC. PAD W/ #4 @ 16" O.C.18" Ø SONO TUBE, 4'-0" DEEP (TYP.)1'-6"10'-0"6"8'-0"4"18'-10"4"19'-6"12"X12" SLAB EDGE W/ (2) #4 REBAR CONT. (TYP.)12"X12" SLAB EDGE W/ (2) #4 REBAR CONT. (TYP.)7104810420'-0"19'-6"8'-0"4'-1"8'-0"2'-6"5'-0"4'-6"5'-0"2'-6"ø 6" (TYP.)8" SPLIT FACE CMU (TYP.)6" CONC. PAD W/ #4 @ 16" O.C.6" CONC. PAD W/ #4 @ 16" O.C.6" Ø, 6'-0" HIGH PIPE BOLLARD (TYP.)6" Ø, 36" HIGH PIPE BOLLARD (TYP.)6'-5"3'-7"6"4"18'-10"4"COMPOSITE BOARD GATECOMPOSITE BOARD GATE710481046" Ø, 6'-0" HIGH PIPE BOLLARD (TYP.)4'-0"6'-0"19'-6"COMPOSITE BOARD GATE1'-0"8" SPLIT FACE CMU (TYP.)19'-6"6'-0"4'-0"STEEL CAPTOP COURSE TO BE SMOOTH FACE BLOCK8" SPLIT FACE CMU (TYP.)12'-0"6'-0"4'-0"6" Ø, 6'-0" HIGH PIPE BOLLARD (TYP.)11'-0"1'-0"STEEL CAPTOP COURSE TO BE SMOOTH FACE BLOCK6'-0"1'-0"1'-0"6"6" CONC. SLAB W/ #4 @ 16" O.C.12"X12" SLAB EDGE W/ (2) #4 REBAR CONT.#5 VERTICALS @ 32" O.C.8" SPLIT FACE CMU(2) #5 BOND BEAM1/4X3 1/2" TAPCONS @ 32" O.C.(2) 2X4STEEL CAPTOP COURSE TO BE SMOOTH FACE BLOCK6" Ø SCHEDULE 40 STEELPIPE FILLED W/ CONCRETE& PAINTED CONC. FTG. EMBED. PIPE IN CONC.CONC. FILL AND ROUND TOPTO PROVIDE SMOOTH FINISHADJOINING CONCRETEOR ASPHALT SURFACEPROVIDE 3/4" EXPANSIONJOINT AROUND PERIMETEROF BOLLARDSECTION1"3'-0" OR 6'-0" (SEE PLAN)3'-6"6"4'-0"1'-6"SPLIT FACE BLOCK COLOR TO MATCH EXTERIOR ELEVATION FINISH "D"8" SPLIT FACE CMU (TYP.)12'-0"6'-0"4'-0"6" Ø, 6'-0" HIGH PIPE BOLLARD (TYP.)7'-11"4'-1"STEEL CAPTOP COURSE TO BE SMOOTH FACE BLOCKDRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 54180As indicated2/13/2023 12:16:29 PMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt104O.R.V.22-039DUMPSTERENCLOSUREDETAILSLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022PLAN FOR SITE PLAN APPROVAL---1/4" = 1'-0"1DUMPSTER ENCLOSUREFOUNDATION1/4" = 1'-0"2DUMPSTER ENCLOSUREFLOOR PLAN1/4" = 1'-0"3DUMPSTER ENCLOSUREFRONT ELEVATION1/4" = 1'-0"4DUMPSTER ENCLOSUREREAR ELEVATION1/4" = 1'-0"5DUMPSTER ENCLOSURESIDE ELEVATION3/4" = 1'-0"7DUMPSTER ENCLOSUREWALL SECTION3/4" = 1'-0"8DUMPSTER ENCLOSURE6" PIPE BOLLARD DETAIL9DUMPSTER ENCLOSURE3D VIEW1/4" = 1'-0"6DUMPSTER ENCLOSURESIDE ELEVATION w/ GATEREVISIONS# STAGEDATE 18"C.O.44"34" 34" 34"34"34"34"C.O.34"10 3BAG-N-BOXICEBLASTFREEZERCAKE PREPCOOLERCOOLERU.R.FREEZERFLIP-TOPCOOLER6' FRY PREP TABLEFRY DISP.(OMITTED)27"82"18"18"18"18"84"84"84"84"84"84" 84"84"84"84"36"42"36"36"42"36"36"42"36"44"44"44"112"112"112"112"44"6 0"SING LE4 4"DO UBLE48"44"44"44"44"44"44"44"6 6"SING LE4 4"SING LE 4 4"SING LE 4 4"SING LE4 4"DO UBLE4 4"DO UBLE4 4"DO UBLE4 4"SING LE4 4"DO UBLE44"27"c.h.c.h.c.h.c.h.48"84"84"36"42"36"36"42"36"36"42"36"44"98"98"44"44"27"c.h.c.h.c.h.c.h.24"2 4"SING LE44"4 4"SING L E 4 4"SING LE10 32448 2'-0"38'-8"2'-0"13'-10"66'-10"40'-8"2'-0"13'-4"7'-9"59'-7"1155 SFSEATING AREA102269 SFPRODUCTION10668 SFSCRUB110598 SFSTORAGE109130 SFWALK INCOOLER111115 SFWALK INFREEZER112111 SFDRIVE THRU108185 SFPRODUCTION107117 SFWOMEN'S ROOM105107 SFMEN'S ROOM10447 SFDISPLAY CASE10346 SFVEST.10137'-8"11'-0 3/4"3 1/2"24'-5 3/4"3 1/2"3'-6 1/2"8'-10"6"19'-10 1/2"3 1/2"10'-2"22'-4"5 1/2"8'-10"5 1/2"7'-7"13'-0 1/2"3 1/2"6'-9"3 1/2"13'-11"3 1/2"11'-6"5 1/2"16'-3 1/2"3 1/2"16'-6 1/2"35'-3 1/2"5 1/2"10'-4"5 1/2"16'-2 7/8"5 1/2"5'-0"3 1/2"13'-4 1/2"5 1/2"16'-1"3 1/2"10'-3"3 1/2"23'-11 7/8"3 1/2"6'-8"3 1/2"7'-8 1/8"80'-8"80'-8"42'-8"42'-8"17'-3 1/4"5 1/2"16'-3 1/4"3 1/2"5'-4 1/2"10'-0"307036703070307019'-0 1/2"6'-9"6'-9"6'-1 1/2"6'-11"6'-11"21'-2"40'-2 1/2"5'-5 1/2"6'-11"6'-5"3'-10 1/2"3'-10 1/2"16'-9"42'-10"17'-11"22'-9"12506070607035 SFOFFICE3070 PKT17'-0"16'-0"6'-0"x4'-4" DRIVE THRU4'-0"x3'-5" DRIVE THRUGAS METERELEC. POWER PANELF.D.6'-2"1'-9"4"5'-3"3 1/2"6'-3"3 1/2"4'-9 1/2"1'-10"5'-1 3/4"2'-2 1/2"4'-8"3'-0 3/4"F.D.14'-7 1/2"3'-2 3/4"1'-3"1'-8"1'-0"5'-5"2'-6"1'-2 1/8"X8' - 6"6' - 0"X11' - 6"6' - 0"X8' - 6"6' - 0"X6' - 3"6' - 0"X6' - 3"6' - 0"X6' - 3"6' - 0"X5' - 10"6' - 2"OUTDOOR FIREPLACE2061A5.132062A5.15673A5.191A5.110101010A5.1111213A5.1141516A5.1172064520662065A5.1202122A5.123A5.127262068A5.12828281'-4"1'-6"2067A5.21DRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541801/4" = 1'-0"2/13/2023 12:16:31 PMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt200BB22-039FLOOR PLANLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022PLAN FOR SITE PLAN APPROVAL---1/4" = 1'-0"1FLOOR PLANREVISIONS# STAGEDATE FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"DKGFGEMDGKDB103' - 2"B.O. WINDOW110' - 0"B.O. EYEBROWFIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"BDEEE117' - 8"WALL LIGHTT.O.W. ROOF ACCESS LADDEREE110' - 0"B.O. EYEBROWDRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541801/4" = 1'-0"2/13/2023 12:16:39 PMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt240O.R.V.22-039ELEVATIONSLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022PLAN FOR SITE PLAN APPROVAL---1/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2REAR ELEVATIONREVISIONS# STAGEDATE1 for review/construction/bid --/--/2021 FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"EMDGKDLGKDHEMDGKDEBECDA103' - 2"B.O. WINDOWB.O. EYEBROW110' - 0"FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"EMDBDBECCDCNEKKDKGFG103' - 2"110' - 0"B.O. WINDOWB.O. EYEBROWRADRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541801/4" = 1'-0"2/13/2023 12:16:50 PMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt242O.R.V.22-039ELEVATIONSLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022PLAN FOR SITE PLAN APPROVAL---1/4" = 1'-0"1ENTRANCE ELEVATION1/4" = 1'-0"2DRIVE-THRU ELEVATIONREVISIONS# STAGEDATE A3.3 SIGNAGE MATRIXDESIGN INTENTAMERICAN DAIRY QUEEN MINNEAPOLIS, MN U.S.A. SHEET NUMBER:MAIN STREETTOWN SQUAREANY TOWN, USA.*REGISTERED U.S. PATENT OFFICE, AMERICAN DAIRY QUEEN CORPORATION. THIS DRAWING, IT'S DESIGN DETAIL AND INVENTION ARE THE PROPERTY OF AMERICAN DAIRY QUEEN INC. (ADQ) AND SHALL NOT BE COPIED IN ANY MANNER NOR DISCLOSED TO ANY OUTSIDE PARTY WITHOUT ADQ CONSENT. DRAWN, CHECKED, & APPROVED BY: ADQ DESIGN-ARCHITECTURE-CONSTRUCTION (DAC) DEPARTMENT THIS IS "PLAN" NORTH FOR ACTUAL BUILDING ORIENTATION REFER TO SITE PLAN (BY OTHERS) ISSUE DATE: REVISION DATE: 6-19-2020 BUILDING TYPE: DAIRY QUEEN GRILL & CHILL CORE46 ... 1-6-2023 6 7-5-2022 5 11-30-2021 4 12-16-2020 PLAN REVISION BULLETIN #22 7-30-2020 PLAN REVISION BULLETIN #11 7-16-2021 PLAN REVISION BULLETIN #33 PLAN REVISION BULLETIN #4 PLAN REVISION BULLETIN #5 PLAN REVISION BULLETIN #6 MONTHTHEOFBLIZZARD 10'-0"6'-6"6'-6"4'-3"2'-7"3'-10"2'-1 1/2"1'-3"8'-5 1/2"5'-6 1/4"PYLON POLE, 10" TO 12" Ø VERIFY WITH SIGN MFGR. AND PREVAILING CODES (PART OF SIGN PACKAGE) 6'-1" 50" X 73" READER BD. (ILLUM.) PROFILE = 24.46 SF RECTANGULAR = 25.0 SF CL 33 5'-6"x8'-5" (NOMINAL) DAIRY QUEEN LOGO DOUBLE SIDED INTERNALLY ILLUMINATED PROFILE = 33.1 SF RECTANGULAR = 46.7 SF H PYLON SIGN WITH READER BOARD DIRECTIONAL SIGN (OPTIONAL) DRIVE THRU MENU BOARD PRE-VIEW MENU BOARD (OPTIONAL) WALL MOUNTED EXTERIOR PROMO BOARD 15"x25" DIRECTIONAL SIGN 2.6 SF (ILLUMINATED) GRADE 1'-10" H. CHANNEL LETTERS INTERNALLY ILLUMINATED PROFILE AREA: 14.78 SF RECTANGULAR AREA: 29.64 SF 101 DAIRY QUEEN LOGO (ILLUM.) PROFILE = 46.4 SF RECTANGULAR = 65.3 SFA DAIRY QUEEN LOGO (ILLUM.) PROFILE = 33.1 SF RECTANGULAR = 46.7 SFB DAIRY QUEEN LOGO (ILLUM.) PROFILE = 19.6 SF RECTANGULAR = 27.6 SFC OPTIONAL 4'-0"W x1'-4"D METAL CLADDING (PART OF SIGN PACKAGE)4'-6 1/2"2'-0 1/8"3'-2 1/8"6'-6 5/8"36"x54" PREVIEW BOARD 13.8 SF (ILLUMINATED) 36"x60" EXTERIOR PROMO BOARD PROFILE = 14.6 SF RECTANGULAR = 15.0 SF 4'-6 129/256"2'-3 179/256"7'-3 3/4"8'-10 3/16" 97"x57" D.T. MENU BOARD 40.15 SF (ILLUMINATED) 2 A3.3 BUILDING SIGNAGE SCALE: 1/2" = 1'-0"IF FRANCHIS E E E L E C T S T O U S E AN ELECTRO NI C M E S S A G E C E N T E R IN PLACE OF T H E R E A D E R B O A R D:-VERIFY ELE C T RI C A L REQUIREME N T S -PROVIDE DA T A C O N D UI T T O PYLON AS R E Q UI R E D -COORDINAT E SI Z E A N D ASPECT RATI O WI T H A D Q 82 4'-6"3'-0"DAIRY QUEEN LOGO (ILLUM.) PROFILE = 9.3 SF RECTANGULAR = 13.5 SFD REQUIRED WITH BREAKFAST MENU ADDER BOARD (REQUIRED)5 35/64"10'-9 9/16" 20"x54" ADDER BOARD 7.62 SF (ILLUMINATED) PYLON SIGN WITH DIGITAL READER BOARD SEE NATIONA L V E N D O R S LI S T F O R APPROVED SI G N M A N U F A C T U R E R S AND EXTERIO R E L E C T R O NI C R E A D E R BOARD MANU F A C T U R E R S1'-10"16'-2"1'-8"14'-8 3/4"1'-6"13'-3" 1'-8" H. CHANNEL LETTERS INTERNALLY ILLUMINATED PROFILE AREA: 12.22 SF RECTANGULAR AREA: 24.55 SF 102 1'-6" H. CHANNEL LETTERS INTERNALLY ILLUMINATED PROFILE AREA: 9.90 SF RECTANGULAR AREA: 19.88 SF 103 1'-2"10'-3 3/4" 1'-6" H. CHANNEL LETTERS INTERNALLY ILLUMINATED PROFILE AREA: 5.99 SF RECTANGULAR AREA: 12.03 SF 104 20" DOUBLE SIDED SIGN BOX INTERNALLY ILLUMINATED AREA = 15.14 SF321'-4"7'-3 1/2"1'-8"9'-1"2'-0"10'-11"2'-4"13'-9 1/4" 16" DOUBLE SIDED SIGN BOX INTERNALLY ILLUMINATED AREA = 9.72 SF33 24" DOUBLE SIDED SIGN BOX INTERNALLY ILLUMINATED AREA = 21.83 SF31 28" DOUBLE SIDED SIGN BOX INTERNALLY ILLUMINATED AREA = 32.13 SF30 8'-5"5'-6"9'-4"10'-11"4'-2"2'-0"9"6"GRADE CL 8'-5"5'-6"9'-8"22'-0"10'-11"3'-10"2'-0"9"6"ELECTRONIC MESSAGE CENTER 48x96 20mm 2'-0" 4'-0" 2'-0" PYLON POLE, 10" TO 12" Ø VERIFY WITH SIGN MFGR. AND PREVAILING CODES (PART OF SIGN PACKAGE) 1 A3.3 SITE SIGNAGE SCALE: 1/2" = 1'-0" PYLON BOWTIE SIGNAGE IS OPTIONAL COORD. WITH FRANCHISEE DRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541802/22/2023 3:28:20 PMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt006O.R.V.22-0393D RENDERINGLAKE ELMOWASHINGTON COUNTY, MNFOR BIDDING PURPOSES ONLYDAIRY QUEEN7/14/2022---REVISIONS# STAGEDATE"THESE IMAGES ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT MEANT TO BE AN EXACT DEPICTION OF THE RENDITION SHOWN. ANY RELIANCE ON THESE RENDERINGS AND/OR DAMAGES, CLAIMS, LOSSES OR LIABILITY THAT MAY RESULT." FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"K103' - 2"110' - 0"B.O. WINDOWB.O. EYEBROWROOF LOW POINTROOF HIGH POINTAIR CONDENSING UNIT (BEYOND)(2) RTU (BEYOND)1246FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"103' - 2"B.O. WINDOWB.O. EYEBROW110' - 0"ROOF HIGH POINTROOF LOW POINTAIR CONDENSING UNIT (BEYOND)(2) RTU (BEYOND)1246FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"103' - 2"B.O. WINDOW110' - 0"B.O. EYEBROW2246ROOF HIGH POINTROOF LOW POINTRTU (BEYOND)AIR CONDENSING UNIT (BEYOND)RTU (BEYOND)FIN. FLR.100' -0"TRUSS BEARING113' -0"T.O. PARAPET120' -0"SILL HEIGHT102' -8"117' - 8"T.O.W. 110' - 0"B.O. EYEBROW2246RTU (BEYOND)AIR CONDENSING UNIT (BEYOND)RTU (BEYOND)ROOF HIGH POINTROOF LOW POINTDRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541801/4" = 1'-0"2/23/2023 10:49:19 AMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt244O.R.V.22-039SIGHTLINEELEVATIONSLAKE ELMOWASHINGTON COUNTY, MNFOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022FOR SITE PLAN APPROVAL---1/4" = 1'-0"1DRIVE-THRU ELEVATION1/4" = 1'-0"2ENTRANCE ELEVATION1/4" = 1'-0"3FRONT ELEVATION1/4" = 1'-0"4REAR ELEVATIONREVISIONS# STAGEDATE FIN. FLR.100' -0"T.O.F.96' -0"T.O. PARAPET120' -0"FFE 100.00' = 974.5'PROPERTY LINE6'-0"90'-0"FINISH GRADE = 974'PROPERTY LINE79'-0"FINISH GRADE = 969'HUDSON BLVD N6'-0"FRONT ENTRANCE SIDEDRIVE THRU SIDEFIN. FLR.100' -0"T.O.F.96' -0"T.O. PARAPET120' -0"FRONTSIDEREARSIDEPROPERTY LINEPROPERTY LINE99'-0"96'-0"FINISH GRADE = 974'6'-0"6'-0"FINISH GRADE = 974'NOT FOR CONSTRUCTIONDRAWN BY:SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME:CURRENTAS OF:PLAN START DATE:APPROVED FOR BIDAPPROVED FOR REVIEWAPPROVED FOR CONSTRUCTION#WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 54180As indicated2/23/2023 10:49:20 AMP:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt246O.R.V.22-039SIGHTLINESLAKE ELMOWASHINGTON COUNTY, MNFOR SITE PLAN APPROVALDAIRY QUEEN7/14/2022FOR SITE PLAN APPROVAL---REVISIONS# STAGEDATE1/8" = 1'-0"1SIGHTLINES @ FRONTENTRANCE & DRIVE THRUSIDES3/32" = 1'-0"2SIGHTLINES @ FRONT &REAR SIDES Comprehensive Sign Plan Narrative Lake Elmo, MN Prepared for: Drake Real Estate Services February 28, 2023 SUBMITTED TO Lake Elmo Planning & Zoning 3880 Laverne Avenue N Lake Elmo, MN 55042 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Comprehensive Sign Plan .............................................................................................................................. 1 Ground Sign Standards ................................................................................................................................. 1 Wall Sign Standards ...................................................................................................................................... 2 Other Signage ................................................................................................................................................ 3 Contact Information ...................................................................................................................................... 3 Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 1 Comprehensive Sign Plan This narrative provides a summary of the Comprehensive Sign Plan as requested as part of the PUD. The italicized text below indicates sign standards from Section 105.12.430 of the Zoning Ordinance. This text has been included to highlight where flexibility from sign standards has been requested. Ground Sign Standards Two ground signs are proposed where the development would be permitted four ground signs (one for each lot). The two proposed ground signs will have multiple sign panels to be shared by the lot users. The ground signs will be located on Lot 1, Block 1 and Lot 2, Block 2. Tenants in the development will be allocated a certain amount of sign area for each ground sign. The total permitted area for ground signs shall in addition to the permitted wall sign area. The following is a summary of the proposed ground signage: Lot Ground Signs Allowed Ground Signs Proposed Maximum Area Allowed Proposed Area (Each Side) Maximum Height Allowed Proposed Height Lot 1, Block 1 1 1 250 sq. ft. 565 sq. ft. 30 ft. 50 ft. Lot 1, Block 2 1 0 250 sq. ft. N/A 30 ft. N/A Lot 2, Block 2 1 1 250 sq. ft. 250 sq. ft. 30 ft. 30 ft. Lot 3, Block 2 1 0 250 sq. ft. N/A 30 ft. N/A TOTAL 4 2 1,000 sq. ft. 815 sq. ft. Block 1 Ground Sign Standards The following standards are proposed for the ground sign on Block 1: 1. One ground sign is permitted for Lot 1, Block 1 with a maximum height of 50 feet and sign area of 565 square feet. a. Section 105.12.430(h.2) permits one ground sign with a maximum height of 30 feet and up to 250 square feet in area. 2. An electronic variable message sign displaying multi-colored copy is allowed and shall not exceed 20% of the permitted sign area. Electronic variable message sign area will be included with the maximum aggregate sign area allowed. a. Section 105.12.430(h.4) of the Zoning Ordinance permits electronic variable message signs up to 40 square feet in area. b. Section 105.12.430(h.4) limits electronic variable message signs to one color only, with light copy on a dark background. 3. The total permitted ground sign area is in addition to the permitted wall sign area. Block 2 Ground Sign Standards The following standards are proposed for the ground sign on Block 2: 1. One ground sign is permitted for Block 2 and shall be located on Lot 2, Block 2 with a maximum height of 30 feet and up to 250 square feet. a. Section 105.12.430(h.2) permits one ground sign with a maximum height of 30 feet and up to 250 square feet in area for each lot. The Zoning Ordinance would allow for three ground signs (one on each lot in Block 2). Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 2 2. An electronic variable message sign is not proposed for the ground sign on Block 2. Wall Sign Standards The following is a summary of the proposed wall signage: Lot Wall Signs Allowed Wall Signs Proposed Ancillary Wall Signs Allowed per Façade Ancillary Wall Signs Proposed per Façade Maximum Area Allowed per Façade* Proposed Area per Façade* Lot 1, Block 1 2 3 3 1 150 sq. ft. 150 sq. ft. Lot 1, Block 2 1 3 3 2 150 sq. ft. 300 sq. ft. Lot 2, Block 2 1 3 3 2 150 sq. ft. 300 sq. ft. Lot 3, Block 2 0 3 3 2 150 sq. ft. 300 sq. ft. TOTAL 4 12 9 7 * Including allowable principal and ancillary sign area. Block 1 Wall Sign Standards The following standards are proposed for wall signs on Block 1: 1. No building occupant shall display more than one wall sign per building façade except as provided for below: a. Signage will be allowed on three facades of each building. i. Section 105.12.430(h.1) permits one wall sign per street frontage. b. Up to one ancillary sign will be allowed. Any ancillary sign shall not exceed 50% of the net area of the largest permitted wall sign displayed on that façade. i. Section 105.12.430(h.1) permits up to three (3) ancillary wall signs on buildings measuring at least 100 feet in length along the front property line. c. The aggregate area of the principal and ancillary signs shall not exceed 150 square feet per façade. 2. No individual wall sign shall exceed 100 square feet in area. 3. The total permitted wall sign area for a building shall be in addition to the permitted ground sign area. Block 2 Wall Sign Standards The following standards are proposed for wall signs on Block 2: 1. No building occupant shall display more than one wall sign per building façade except as provided for below: a. Signage will be allowed on three facades of the building. i. Section 105.12.430(h.1) permits one wall sign per street frontage. b. Up to two ancillary sign may be displayed on buildings. Any ancillary sign shall not exceed 50% of the net area of the largest permitted wall sign displayed on that façade. i. Section 105.12.430(h.1) permits up to three (3) ancillary wall signs on buildings measuring at least 100 feet in length along the front property line. c. The aggregate area of the principal and ancillary signs sign shall not exceed 300 square feet per façade. 2. No individual wall sign shall exceed 150 square feet in area. a. Section 105.12.430(h.1) of the Zoning Ordinance restricts that no individual wall sign shall exceed 100 square feet in area. 3. The total permitted wall sign area for a building shall be in addition to the permitted ground sign area. Electric Auto Sales & Service, Lake Elmo, MN February 28, 2023 DLR22002 3 Other Signage Directional Signage Directional signage within the development will comply with the directional sign standards in Section 105.12.430(h.0). 1. No more than three directional signs are permitted per lot, not including a maximum of one directional sign allowed per driveway entrance/exit. 2. Directional signage shall not serve an additional advertising purpose. 3. Surface area per sign shall not exceed three feet. 4. Logos shall not exceed two square feet per sign. 5. Sign height shall not exceed five feet above the ground elevation at the base of the sign. Menu Signs Menu signs are proposed for the Dairy Queen fast food restaurant. All menu signs within the development will comply with the menu sign standards in Section 105.12.430(k.12). 1. Menu signs up to 55 square feet in area and six feet in height, provided they are located within 15 feet of the commercial building with which they are associated or advertise and in a manner such that the copy is not readily viewable from the public right-of-way or a residential occupancy on an adjacent lot. Contact Information This document was prepared by: Nicholas Ouellette Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.638.0241. Lot #2 - BLOCK 2 Lot #1- BLOCK 2 Lot #3 - BLOCK 2 Lake Elmo Commons an official sign development plan CITY OF LAKE ELMO, COUNTY OF WASHINGTON, STATE OF MINNESOTA 1 2 SITE PLAN 4 GROUND SIGN NOPARKING NOPARKING NOPARKING DHYT55" TV - CE I LI N G MO UN T ED W / 6 ' PO L E - MO UN T 9 ' AF F E275V3 SUPERCHARGER CABINET600 AMPSUPPORTS = (4) E261SC CHARGE POSTS E261SC - CH AR GE POSTE261SC - CH AR GE POST WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTALE261SC - CH AR GE POSTE261SC - CH AR GE POST WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL GROUND SIGN LOT #1 - BLOCK 1 N MATERIAL LEGEND: LAKE ELMO COMMONS - GROUND SIGNAGE SUMMARY: LOT #: MAX ALLOWED: PROPOSED: MAX. AREA (SF) PROPOSED SIGN AREA (SF) MAX. HEIGHT (FT) PROPOSED HEIGHT (FT) LOT 1 - BLOCK 1 1 1 250 565 (each side) 30 50 LOT 2 - BLOCK 2 1 1 250 250 (each side) 30 30 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- TOTAL: 2 2 500 815 (each side) SIGN SIZE JUSTIFICATION: 1. VERTICAL SIGNS HAVE A SMALLER FOOTPRINT AND ALLOW MORE LANDSCAPING AND FIT IN SMALLER AREAS. 2. PANEL SIZE: PANELS TO BE EQUAL IN SIZE BUT LARGE ENOUGH FOR TENANT BRANDING. 3. "LAKE ELMO COMMONS" WILL BE ON EACH SIGN, LETTERS MOUNTED HIGH ENOUGH TO AVOID BEING COVERED BY LANDSCAPING. 4. MULTI-TENANT SIGNS MAY PROVIDE SIGNAGE FOR TENANTS FOR ANY LOT. 5. SIGN DESIGN IS FOR EASY PANEL RECONFIGURATION. 6. FREESTANDING SIGNS MAY BE CHANGED OR UPDATED WITHOUT MASTER SIGN PLAN CHANGES. PT-5, "TROUT GREY" PAINT: (COLORS BY BENJAMIN MOORE) METAL WALL PANEL: (ALUCOBOND) MWP-2, COLOR: "CLEAR ANODIZED" MWP-8, COLOR: "BUNNY GREY" Lake Elmo Commons SIGN BOX 18'-0"SIGN BOX 31'-4" Sign Box 565 SF EACH SIDE 18'-0" CONCRETE WALL PANEL: CWP-1, COLOR: "TROUT GREY" FRONT AND BACK VIEWSIDE VIEW LOT 1- BLOCK 2 Sign Box Lake Elmo Commons SIGN BOX 12'-0" Sign Box 250 SF EACH SIDE 12'-0"5'-0" SCALE: 14" = 1'-0" GROUND SIGN 1 LOT 1- BLOCK 2 Sign Panel 6'-0"6'-0"6'-0"12'-8"4'-6"31'-4"1'-6"50'-0"30'-0"6'-8"1'-6"1'-0"SIGN BOX 20'-10"8'-0"6'-9"6'-8"6'-9"SCALE: 14" = 1'-0" GROUND SIGN 2 FRONT VIEWSIDE VIEW MWP-8 MWP-2 MWP-2MWP-2 MWP-2 CWP-1CWP-1CWP-1 MWP-8 DIGITAL Sign Panel 6'-0"6'-0"LOT 2- BLOCK 2 Sign Panel LOT 3- BLOCK 2 Sign Panel LOT 1- BLOCK 1 Sign Panel LOT 2- BLOCK 2 Sign Box MWP-2 CWP-1 MWP-2 MWP-2 MWP-8MWP-8 LOT 3- BLOCK 3 Sign Box 1 of 2 SIGN DESIGN STANDARDS DRAWING TITLE DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS LE, LLC namapartners cll Architecture . Interior Design. Planning. Graphics 2287 Pinto Trail, Elizabeth, CO Tel. 303.905.7567 LAKE ELMO COMMONS LAKE ELMO, MN Lot #2 - BLOCK 2 Lot #1- BLOCK 2 Lot #3 - BLOCK 2 Lake Elmo Commons an official sign development plan CITY OF LAKE ELMO, COUNTY OF WASHINGTON, STATE OF MINNESOTA 2 SITE PLAN 4 GROUND SIGN NOPARKING NOPARKING NOPARKING DHYT55" TV - CE I LI N G MO UN T ED W / 6 ' PO L E - MO UN T 9 ' AF F E275V3 SUPERCHARGER CABINET600 AMPSUPPORTS = (4) E261SC CHARGE POSTS E261SC - CH AR GE POSTE261SC - CH AR GE POST WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL WALL CONNECTOR WCE246M809BASEF890PEDESTAL LOT #1 - BLOCK 1 N B A C 1 GROUND SIGN SCALE: 18" = 1'-0" SOUTH ELEVATION A SCALE: 18" = 1'-0" EAST ELEVATION B 200'-0"30'-0"250'-0"30'-0"TOTAL SIGN SF: 300 SF MAX. PRINCIPAL SIGN AREA 150 SF MAX.ANCILLARY SIGN 75 SF MAX.ANCILLARY SIGN 75 SF MAX. ANCILLARY SIGN 75 SF MAX. ANCILLARY SIGN 75 SF MAX. TOTAL SIGN SF: 300 SF MAX. BUILDING SIGNAGE EXAMPLES 7'-6"10'-0"PRINCIPAL SIGN AREA 150 SF MAX. 28'-0"5'-4"4'-6"14'-95 8" 7'-6"10'-0"4'-6"14'-95 8" 28'-0"5'-4"2 of 2 SIGN DESIGN STANDARDS DRAWING TITLE DENVER, CO 80209 www.drakeres.com Tel. 303.825.6200 496 S. BROADWAY DRAKE MOTOR PARTNERS LE, LLC namapartners cll Architecture . Interior Design. Planning. Graphics 2287 Pinto Trail, Elizabeth, CO Tel. 303.905.7567 LAKE ELMO COMMONS LAKE ELMO, MN “Proudly Serving Neighbors & Friends” Lake Elmo Fire Department Memorandum To: Sophia Jensen, City Planner From: Dustin Kalis, Fire Chief Date: 3/1/23 Re: Preliminary Plat / PUD: Drake Motor Partners, LE LLC _______________________________________________________________________________________ The Lake Elmo Fire Department has completed a Preliminary Plat / PUD review for Drake Motor Partners, LE LLC based on submittals dated 2/16/23 with the following comments: Lot 1, Block 1 & Block 2, Lots 1, 2, 3: 1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. 2) An approved signage and marking plan shall be determined for all “No Parking and Fire Lane” access roads. 3) Fire hydrants shall be provided in approved locations following review by Engineering and Public Works. 4) Building address numbers shall be plainly visible from the street fronting the property and shall contrasting color from the background. Size and placement of address numbers shall be approved by the fire and planning departments. 5) A Fire Department approved lock box (KNOX) is required for emergency access to buildings at an approved location. Provide keys for emergency access into and throughout the occupancies as required. 6) The fire sprinkler system shall be installed compliant with provisions of “2016 NFPA Standard 13, Installation of Sprinkler Systems” and the Minnesota State Fire Code. City permit required prior to initiation of work. 7) Fire Department sprinkler connection locations to be approved prior to installation. 8) The fire alarm system shall be installed compliant with provisions of “2016 NFPA Standard 72, National Fire Alarm Code” and the Minnesota State Fire Code. City permit required prior to initiation of work. 9) The sprinkler system shall be properly monitored by a qualified monitoring company. 10) Install emergency egress illumination in the means of egress including exit discharge compliant with 2020 MSFC. 11) Install compliant exit signage as required by the 2020 MSFC. “Proudly Serving Neighbors & Friends” 12) Provide and install dry chemical fire extinguishers certified for service and tagged as required. Service classification rating shall be a minimum 2A classification rating and maximum travel distance of 75 feet to extinguishers. The minimum classification rating may be upgraded for special or extra hazard areas within the occupancy. 13) Rooms containing controls for air-conditioning systems, roof access, elevator equipment, sprinkler risers and valves, or other fire detection, suppression or control elements shall be identified for the use of the fire department. Approved signs required to identify fire protection equipment and equipment location, shall be constructed of durable materials, permanently installed and readily visible. Lot 1, Block 1 14) All parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000 pounds. Area of underground storm water storage shall also meet this requirement. 15) Commercial kitchens will require a review of fire suppression, ventilation and fuel source systems. Type I hood and duct systems shall be in compliance with code. 16) The hood and duct wet chemical extinguishing system(s) shall be installed compliant with provisions of 2016 NFPA Standard 17A, Installation of Standard for Wet Chemical Extinguishing Systems. City permit required prior to initiation of work. 17) A minimum of one Class K extinguisher shall be installed in the commercial kitchen at an approved location. The minimum classification rating may be upgraded for special or extra hazard areas within the occupancy. Block 2, Lots 1,2,3: 18) The gross building area of Lots 1, 2, and 3 of Block 2 shall not exceed 124,000 square feet unless an approved secondary access road is provided. 19) A review of hazardous/flammable/combustible liquids, battery and parts storage layout including commodities, quantities and rack construction and heights is required. The developer and architect shall provide the fire department a detailed plan for all storage, storage systems, racks and fluids management within the building. 20) The fire department will review operations with the developer and tenant to address specific emergency response and fire department training needs related to the service, storage and replacement of battery packs and power cells and any other emergency hazards related to their automobiles and energy systems. Codes and Standards Used for this Review This review is based on the following codes and standards as adopted and in effect in the State of Minnesota at the time of plan submittal.  2020 Minnesota State Fire Code  Lake Elmo Fire Department Fire Code Policy  NFPA 72, 2016 edition  NFPA 13, 2016 edition  NFPA 17A, 2016 edition   PAGE 1 of 4  MEMORANDUM         Date:  February 28, 2023        To:  Sophia Jensen, City Planner Re: Ebertz (Drake‐Electric Auto Sales & DQ)  Cc:  Jenni Faulkner, Planning Director   PID 3402921440004 and 3402921440006   Marty Powers, Public Works Director   Preliminary PUD Plat/Plans   Chad Isakson, PE, Assistant City Engineer      From: Jack Griffin, PE, City Engineer          Engineering has reviewed the Ebertz (Drake‐Electric Auto Sales and Dairy Queen) Preliminary PUD Plat/Plans  received on February 15, 2023. The review consisted of the following documentation:   Preliminary Plat and Preliminary PUD Narrative dated February 13, 2023.   Civil Site Plans for Electric Auto Sales and Service dated February 13, 2023.   Stormwater Management Plan for Electric Auto Sales and Service dated February 13, 2023.   Site Construction Plans for Dairy Queen Store dated February 13, 2023.   Stormwater Management Plan for Dairy Queen Store dated February 13, 2023.      STATUS/FINDINGS: A condition of Preliminary Plat approval must require the applicant to revise the site plans,  utility plans and grading plans to address each review comment and condition of approval to the satisfaction of  City staff, as part of the Final Plat application. Engineering has prepared the following review comments to be  addressed. A point‐by‐point response letter must accompany the plan resubmittal.    In addition, it is recommended that it be a condition of Preliminary and Final Plat/Plan approval that all public  improvements constructed to support the development must be designed and constructed in accordance with the  City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer.      PRELIMINARY AND FINAL PLAT/EASEMENTS  1. The Preliminary and Final Plat must be revised to clarify and revise the existing and proposed right‐of‐way  dedication along Hudson Boulevard.   Right‐of‐way dedication along Hudson Boulevard must include a minimum distance of 50‐feet north  and 50‐feet south of the existing Hudson Boulevard roadway centerline.    Right‐of‐way dedication must include the portion of property covered  by the Highway Easement  Document No. 90695.   Additional right‐of‐way dedication is required along the north boulevard of Hudson Boulevard to  ensure the proposed trail and 2‐foot clear zone is fully incorporated into the right‐of‐way.  2. All easement areas must be free from all encroachments other than those approved by the City Engineer  and upon execution of an easement encroachment agreement. Prohibited encroachments include, but  are not limited to trees, landscaping, fences, retaining walls, and building structures.  3. Drainage and utility easements are shown to be dedicated on the Preliminary Plat along all lot lines as  required. The site plans, utility plans and grading plans must be revised as needed to show the easements  FOCUS ENGINEERING, inc.  Cara Geheren, P.E.  651.300.4261  Jack Griffin, P.E.               651.300.4264  Ryan Stempski, P.E. 651.300.4267  Chad Isakson, P.E. 651.300.4285    PAGE 2 of 4  on the plans. The Site plans must also be revised as needed to preserve all easements along the public  right‐of‐way for use by small/dry utilities, free from encroachments and at grades that do not exceed 4:1.   A 10‐ft drainage and utility easement abutting the full length of the Hudson Boulevard right‐of‐way  must be provided as part of the Final Plat on both the north and south sides of the roadway.   All easements must be shown on the site plans for the Dairy Queen Store. The Site plans must be  revised to remove all easement encroachments.  4. The drainage and utility easement along the south property line of Lot 3, Block 2 must be increased to 40‐ feet to fully incorporate and protect the proposed drainage swale.  5. The drainage and utility easement over the East Infiltration basin (Lots 2 and 3, Block 2) must be revised  to incorporate the 100‐year HWL elevation/contour, and to incorporate the BMP maintenance access  road needed to access both the storm sewer inlet and outfall structures. The BMP access road must be  provided in accordance with the city engineering design standards.  6. The drainage and utility easement at the northeast corner of Lot 2, Block must be revised to maintain a  minimum distance of 15‐feet from the storm sewer run from STMH 710 to FES 700.  7. The drainage and utility easements over Lot 1, Block 2 must be revised to fully incorporate the 100‐year  HWL elevation/contour for  the  SE Pond, including the BMP maintenance  access  road to  the pond  maintenance bench. The BMP access road must be provided in accordance with the city engineering  design standards.  8. Drainage and utility easements over Lot 1, Block 2 must be provided to fully incorporate the drainage  pathways and 100‐year HWL elevations/contours for the localized low areas from FES 300 to FES 210. The  100‐year HWL elevation and contour for each localized low area must be shown on the grading plans.  9. A dedicated drainage and utility easements must be provided over the existing wetland, including the  100‐year HWL and wetland buffer. The post development 100‐year HWL elevation and contour for the  wetland must be shown on the grading plans.  10. Public watermain and sanitary sewer easements must be provided to maintain a minimum 15‐ft from  centerline of pipe/hydrant or pipe/structure in all directions. Utility easements must be free from all  encroachments, including retaining walls, trees, other small/dry utilities, or storm water management  BMPs. Easements must be dedicated to the city as part of the plat. Dedicated watermain and sanitary  sewer easements must be shown on all site, grading, utility, and landscape plans when submitting a  Preliminary and Final Plat application.   Private utilities internal to the site (gas/electric/telecom) must be relocated outside of the dedicated  water/sewer easements.   Watermain and sanitary sewer easement revisions are necessary to cover all proposed hydrants and  the water/sewer service stubs to Lot 3, Block 2.   Easement revisions may be necessary to reflect any changes to the utility layout and alignments,  including Lot 1, Block 1 on the south side of Hudson Boulevard.  11. The storm water pond, infiltration basin and underground storm water BMP will remain privately owned  and maintained. As part of the development approvals, the applicant(s) will be required to sign a Storm  Water Maintenance and Easement Agreement in the city’s standard form of agreement. The storm water  BMPs must be shown on the Preliminary Plat, site plans, utility plans and grading plans, including the 100‐ year high water level areas, maintenance access roadways and maintenance benches.    The Preliminary Plat, and site plans must be revised to include the underground storm water BMP for  Lot 1, Block 1.  12. All  off‐site permanent and temporary easements necessary to construct the proposed  subdivision  improvements must be acquired and provided to the city prior to the approval of the construction plans.  Each easement must be provided in the city standard form of easement agreement.   A permanent off‐site drainage and utility easement is required for the proposed storm sewer run  from STMH 501 to FES 500 and to incorporate the 100‐year HWL elevation.   A temporary construction easement is needed to facilitate the construction and grading for FES 700.  13. No Outlots are proposed as part of the Preliminary and Final Plat.        PAGE 3 of 4    TRANSPORTATION IMPROVEMENTS     1. Site Access and Access Management. Access to Lots 1‐3, Block 2 will be provided from a private shared  commercial drive that extends north from Hudson Boulevard through the center of the site. The private  driveway is proposed at the approved Hudson Boulevard access location for the north parcel. Access to  Lot 1, Block 1 will extend south directly from Hudson Boulevard at the approved Hudson Boulevard access  location for the south parcel. However, per agreement with the property owners, the south access  location can only be permitted with the closure of the adjacent temporary Lakewood Crossing access.   The scope of the subdivision and Hudson Boulevard improvements (and development agreement for  the subdivision) must include the removal/phasing of the adjacent strip mall entrance. The proposed  new access to Lot 1, Block 1 (Dairy Queen Site) cannot be opened for public use until the adjacent  access is permanently closed.   2. Secondary Access. No secondary access is proposed for any lot within this subdivision. As a condition of  Preliminary and Final Plat approval, the future uses and build‐out for Lots 2 and 3, Block 2 must be limited  to developments not requiring secondary access per the State Fire Code.  3. Preliminary and Final Plat approval must be contingent upon the applicant completing improvements to  Hudson Boulevard as part of the subdivision improvements. The Hudson Boulevard Improvements must  be completed in conformance with the Hudson Boulevard Design Standards, with an Urban section on  both the north and south boulevards with a bituminous trail along the north side across the full frontage  of the development parcel, and a sidewalk or trail along the south side across the full frontage of the  south development parcel. Revisions to the Hudson Boulevard construction plans will be required as  directed and approved by the City Engineer.   4. Pedestrian Crossing. A mid‐block pedestrian crossing must be provided as shown on the city provided 2D  linework, and a minimum 6‐ft wide sidewalk constructed along the  south boulevard  to the existing  Lakewood Crossing development.   The proposed Hudson Boulevard Improvements will need to be revised to urbanize the south side of  the roadway along the entire frontage of Lot 1, Block 1, with a public sidewalk/trail extended within  the right‐of‐way from the pedestrian crossing to the adjacent Lakewood Crossing subdivision. The  proposed plans show a sidewalk across the property to be privately owned and terminating at the  Dairy Queen. The sidewalk is not located in the right‐of‐way or within a public easement.   Hudson Boulevard plans will need to be revised to depict the existing conditions, in particular as it  relates to existing trails, curb and gutter, storm sewer on each end of improvements, and including  the location of the existing trail installed by Springs Apartments.   An overall Hudson Boulevard improvement plan must be provided with the Final Plat application (as  part of the overall subdivision improvements) that includes all lane configurations, lane widths, turn  lane lengths, taper rates and lengths, and pavement markings.    The raised island for the pedestrian crossing should be revised to provide a minimum 8‐ft. opening to  match the 8‐ft. trail on the north side.   The plans will need to be revised to label all plan contours to facilitate review by the city. Cross  sections will be required as part of the Hudson Boulevard construction plans.    GRADING PLANS, STORMWATER MANAGEMENT AND STORM SEWER SYSTEM  1. The subdivision improvements are subject to a storm water management plan (SWMP) meeting State,  Valley Branch Watershed District (VBWD) and city rules. Storm water facilities proposed as part of the  development to meet State and watershed permitting requirements must be constructed in accordance  with the City Engineering Design Standards Manual dated January 2022.  2. The SWMP will be required to accommodate all site improvements and all public improvements needed  to support the development of the property, including the required Hudson Boulevard Improvements.  Stormwater Management must be constructed to serve each proposed lot.    The  SWMP must  be revised to identify impervious  surface calculations by lot and by public  improvements. The site design breakdown is required to establish and memorialize the allowable  impervious surfaces for development on future lots.    PAGE 4 of 4  3. The SWMP will be required to verify that rate control and volume control requirements are met for all  points of discharge from the site, and for each phase of the subdivision build‐out. The existing and  proposed drainage exhibits must be revised to label all points of discharge from the site. The SWMP rate  control summary tables must reference each discharge location independently and combined using the  same labeling as depicted on the exhibits. SWMP revisions are necessary to provide rate control for all  points of discharge and for all storm events.  4. Soil borings are required in accordance with the City Engineering Design Standards Manual dated January  2022 to determine the design infiltration rates. Borings must be taken as part of the SWMP submitted for  preliminary and final plat and must be taken within the foot print of the proposed basin.   Infiltration rates used for design purposes must be based on actual soil borings taken within the  proposed BMP footprint. Soil borings are required in the number and depth as outlined in the City  Engineering Design Standards. Geotechnical reports must provide analysis and recommendations on  proposed design infiltration rates.   The assumed infiltration rate for the proposed underground infiltration system must be revised to be  at a rate of 50% of the recommended infiltration rate based on actual soil borings.   A  soil boring map must  be included  in the Geotechnical Reports and overlaying the proposed  improvements to detail soil boring locations relative to the proposed BMPs.  5. The SWMP must be revised to provide a summary table of all proposed site BMPs necessary to provide  storm water management for the Project. The table must label each BMP consistent with the project  plans and must identify the 100‐year HWL elevation for each BMP.  6. The storm  water facilities constructed for this development should remain privately  owned and  maintained. The applicant will be required to execute and record a  Stormwater Maintenance and  Easement Agreement in the City’s standard form of agreement. The grading plans must indicate that the  storm water  basins are “Privately Owned and Maintained” and  to include the drainage and utility  easement areas.  7. The grading plans must be revised to show all emergency overflow (EOF) locations and elevations for all  BMPs and localized low areas. All EOFs and flow pathways must be protected by easement.  8. Revise the storm sewer layout as necessary to maintain all discharge velocities to be less than 5 fps. The  storm sewer calculations show FES 200 at 10.3 fps and FES 300 at 6.3 fps. The Dairy Queen storm sewer  calculations show the FES discharge to be 6.41 fps. Storm sewer calculations must be updated to include  all proposed storm sewer pipe runs. The diary queen store pipe discharge   9. Revise the storm sewer pipe from CBMH‐202 to MH‐201 to be minimum 15‐inch RCP.  10. Revise the DQ storm sewer pipe run from STMH 109 to FES to be minimum 15‐inch RCP.    MUNICIPAL WATER AND SANITARY SEWER  1. Public watermain and sanitary sewer are available to serve the subdivision with existing utilities located in  the Hudson Boulevard right‐of‐way. The developer will be responsible for all costs to extend utilities  within and throughout the subdivision to fully serve each proposed lot.  2. Hydrant locations and system valves must be placed internal to the site as directed by the Lake Elmo  Public Works and Fire Departments. Plan and easement revisions will be required accordingly. All internal  site hydrants, and watermains feeding any hydrant, will remain city owned and operated. Minimum 30‐ foot easements centered over the pipe/hydrant will be required without encroachments.  3. The watermain and sanitary sewer plans must be revised to specify the public watermain and public  sewer mains vs. the “begin location” for each private water/sewer service to each lot. A curb‐stop or gate  valve is required and the end point of the public watermain and each private service must be clearly  labeled. Plan notes must be added to indicate that the private water/sewer services are to be constructed  per state building code.  4. The applicant  has indicated  that the estimated WAC and SAC units  for the subdivision include 19  WAC/SAC units for the auto service and office, 10 WAC/SAC units for the restaurant, and an additional 30  WAC/SAC units for the future development of Lots 2 and 3, Block 2. In addition, the estimated fire flow  demand has been reported to be 1,200 GPM for a 4‐hour duration.    Hoisington Koegler Group Inc. 800 Washington Ave. N., Suite 103 Minneapolis, Minnesota 55401 (612) 338-0800 www.hkgi.com Creating Places that Enrich People’s Lives Hoisington Koegler Group Inc. MEMORANDUM TO: Sophia Jensen FROM: Tim Solomonson, PLA DATE: 2/27/2023 RE: Preliminary Plat and PUD Review - Ebertz Property The Hendrix Apartments – Permit Set Addendum 1 Submittals The Preliminary Plat and PUD dated 2/13/23 Review History • Initial Sketch Plat landscape review on 9/20/2022. • PUD Pre-Application and plan documents dated 10/26/2022. Location: HUDSON BLVD N. LAKE ELMO, MN 55042 Current Land Use Category: Commercial (C) Adjacent and Surrounding Land Use: Medium Density Residential PUD (MDR PUD) to the north and west, High Density Residential PUD (HDR PUD) to the west, Public ROW to the south, and Commercial (C) to the east. Special Landscape Provisions in addition to the zoning code: none Tree Preservation: 105. 12. 470 • A tree preservation plan has been submitted that does not meet all Code requirements. o Site mass graded without reasonable effort made to preserve existing specimen trees o Plan missing required information, see 105.12.470 requirements Landscape Requirements: 105. 12. 480 • A landscape plan has been submitted and does not meet all requirements. o Plan missing required information, see 105. 12. 480 requirements  Provide details and cross section of all required screening  Parking lot tree requirements not met  Street frontage tree requirements not met Preliminary Plat and PUD Review – Ebertz Property – 02/27/2023 2  Landscape frontage strip requirement not met  Residential buffer strip requirement not met Recommendation: • Landscape and tree preservation plans are incomplete and lack basic information (scale, north arrow, linework, etc.) required to evaluate for compliance. • Bulleted items listed above are major items of concern, but are not inclusive of all missing or omitted information. • It is recommended that the landscape and tree preservation plans be resubmitted to meet landscape and tree preservation code (and plan) requirements. Hoisington Koegler Group, Inc. Tim Solomonson, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (612) 802-0142 E: tim@hkgi.com City Code for C- Commercial Proposed PUD Residential Uses Single Family Attached C Multi-family dwelling C Live-work unit C Group Living Semi-transient accommodations C Congregate housing C Public and Civic Uses Colleges and universities C Community service C Day care center C P Schools, public and private C Public assembly C Religious institutions C Services Business service P P Business center P P Offices P P Commercial kennel C Communication services P P Educational services P P Financial institution P P Funeral home P P Lodging P P City Code for C- Commercial Proposed PUD Services (continued) Medical facility C Membership organization P P Nursing and personal care C Personal services P P Repair and maintenance shop P P Veterinary services P P Food Services Standard restaurant P P Drive-in restaurant C P Drinking and entertainment P P Fast food restaurant P P Sales of Merchandise General retail sales P P Building supplies sales C Warehouse club sales C Furniture and appliance sales P P Grocery, supermarket P P Liquor store P P Garden center P P Neighborhood convenience store P P Shopping center P P Wholesaling P P Automotive/Vehicular Uses Automobile maintenance service C P Automobile parts/supply P P Car wash C P Gasoline station C P Parking facility C P Sales and storage lots C P Outdoor Recreation Outdoor recreation facility C Parks and open areas P P Indoor Recreation/Entertainment Indoor athletic facility P P Indoor recreation C P Agricultural and Related Uses Agricultural sales business P P Agricultural sales C P Agriculture support C Waysides Stand P P Transportation and Communications Broadcasting and communications P P Accessory Uses P Bed and breakfast P P Drive-through facility C Parking facility P P Outdoor storage C Outdoor display C Solar equipment P P Wind generator- ground mounted C Wind Generator- roof/structure mounted C Other structures typically incidental and clearly subordinance to permitted use P P CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. XX-YYY AN ORDINANCE AMENDING CHAPTER 105 OF THE LAKE ELMO CITY CODE OF ORDINANCES BY REZONING ALL PROPERTY AT PID 34.029.21.44.0006 and 34.029.21.44.0004 FROM C (COMMERCIAL) TO C-PUD (COMMERICAL PLANNED UNIT DEVELOPMENT) SECTION 1. Zoning Map Amendment. The following property is hereby rezoned from C-Commercial to C--PUD –Commercial Planned Unit Development: THE WEST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE 21, EXCEPT THAT PART DEPICTED AS PARCEL 33B ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 82-43 FILED MARCH 22, 1982, AS DOCUMENT NO. 429592, WHICH WAS TAKEN BY THE STATE OF MINNESOTA IN FINAL CERTIFICATE DATED OCTOBER 4, 1989, FILED OCTOBER 24, 1989, AS DOCUMENT NO. 613150. Washington County, Minnesota. SECTION 2. PUD District Regulations. Permitted uses and regulations acceptable to the PUD are hereby established as follows: 1. Land Use – Use of the property shall be the same as the C-Commercial district and the following industrial uses are allowed as conditional uses within this PUD. A. Light industrial B. Non-production industrial C. Motor freight and warehousing D. Research and testing 2. Accessory Uses - Accessory uses shall be incidental to the principle uses of the property and as allowed in the C- Commercial district. 3. Bulk Standards – Unless a PUD deviation has been granted or conditions imposed, the standards for this property shall be those found in the C- Commercial zoning District, Article XV of the Zoning Ordinance. SECTION 3. Zoning Map. The zoning map of the City of Lake Elmo shall be republished in the ordinary course to show the aforesaid zoning, and in the interim the Clerk shall appropriately mark the zoning map on file in the Clerk’s Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. SECTION 4. Effective Date. This ordinance shall become effective immediately upon adoption and publication in the official newspaper of the City of Lake Elmo. SECTION 5. Adoption Date. This Ordinance XX-YYY was adopted on this ___ day of __________________, 2023, by a vote of ___ Ayes and ___ Nays. LAKE ELMO CITY COUNCIL ________________________________ __ Mike Pearson, Mayor ATTEST: _____________________________________ Julie Johnson, City Clerk This Ordinance XX-YYY was published on the ______ day of __________________, 2023 a. Bed and breakfast b. Drive-through facility c. Parking facility d. Outdoor storage e. Outdoor display f. Solar equipment g. Other structures typically incidental and clearly subordinance to permitted use 3. Bulk Standards – Unless a PUD deviation has been granted or conditions imposed, the standards for this property shall be those found in the C- Commercial zoning District, Article XV of the Zoning Ordinance. SECTION 3. Zoning Map. The zoning map of the City of Lake Elmo shall be republished in the ordinary course to show the aforesaid zoning, and in the interim the Clerk shall appropriately mark the zoning map on file in the Clerk’s Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. SECTION 4. Effective Date. This ordinance shall become effective immediately upon adoption and publication in the official newspaper of the City of Lake Elmo. SECTION 5. Adoption Date. This Ordinance XX-YYY was adopted on this ___ day of __________________, 2023, by a vote of ___ Ayes and ___ Nays. LAKE ELMO CITY COUNCIL __________________________________ Mike Pearson, Mayor ATTEST: _____________________________________ Julie Johnson, City Clerk This Ordinance XX-YYY was published on the ______ day of __________________, 2023 You don't often get email from ndave5@icloud.com. Learn why this is important From:Sophia Jensen To:Jenni Faulkner Subject:FW: Subject: Preliminary Plat and Planned Unit Development (PUD). Property ID # 34.029.21.44.0006 and 34.029.21.44.0004. Drake Motor Partners LE LLC - four lot subdivision with one lot proposed as an auto dealership, one as fast-food restaurant and two va Date:Tuesday, March 7, 2023 3:49:39 PM From: Nita Dave <ndave5@icloud.com> Sent: Tuesday, March 7, 2023 3:49 PM To: Sophia Jensen <SJensen@lakeelmo.org> Subject: Subject: Preliminary Plat and Planned Unit Development (PUD). Property ID # 34.029.21.44.0006 and 34.029.21.44.0004. Drake Motor Partners LE LLC - four lot subdivision with one lot proposed as an auto dealership, one as fast-food restaurant and two vac... Caution: This email originated outside our organization; please use caution. Nita Dave 181 Junco Road N Lake Elmo, MN 55042 520-271-7707 Email: ndave5@icloud.com 3/7/2023 To: sjensen@lakeelmo.org City Hall 3880 Laverne Ave. N., Lake Elmo, MN 55042 Subject: Preliminary Plat and Planned Unit Development (PUD). Property ID # 34.029.21.44.0006 and 34.029.21.44.0004. Drake Motor Partners LE LLC - four lot subdivision with one lot proposed as an auto dealership, one as fast-food restaurant and two vacant lots. Dear Council Members: I am writing as a concerned resident. Although we are in favor of developing Lake Elmo, we are not happy to have auto dealership with bright lights right adjacent to this proposed development. Higher traffic and loss of unobstructed view from our home citing the reason why we decided to buy. We leave our blinds open at night to see the natural night light. We don’t want to see bright lights at night and disturb our sleep. We bought our house with the intention of clear view. We are not in favor of auto dealership development adjacent to our home. Thank you, Nita Dave 520-271-7707 From:Sophia Jensen To:Jenni Faulkner Subject:FW: Public Hearing, City Council Mtg. Tues., March 13, 2023 Date:Friday, March 10, 2023 1:53:41 PM Public comment for Ebertz below. -----Original Message----- From: pmdworak@gmail.com <pmdworak@gmail.com> Sent: Friday, March 10, 2023 1:51 PM To: Sophia Jensen <SJensen@lakeelmo.org> Subject: Public Hearing, City Council Mtg. Tues., March 13, 2023 [You don't often get email from pmdworak@gmail.com. Learn why this is important at https://aka.ms/LearnAboutSenderIdentification ] Caution: This email originated outside our organization; please use caution. In regard to ID#34.029.21.44.0006 and 34.029.21.44.0004, I oppose the building of two businesses in view of my back yard. I recently move to Lake Elmo and at 70 yrs old this will be my last purchased home. I never would have moved here if I knew my view out my backyard would have been a car lot and fast food business. Not only would it be an eye sore looking out my windows, but the lights from the car lot and the noise and extra traffic would be annoying from the fast food business. This residential area should remain a beautiful residential area. Patrice Dworak 177 Junco Road N Lake Elmo, MN 55042 March 10, 2023 From:Sophia Jensen To:Jenni Faulkner Subject:FW: Tesla/DQ Application Date:Monday, March 13, 2023 3:54:22 PM See public comment for Ebertz property below. -----Original Message----- From: Bruce Miller <bmiller@mfcproperties.com> Sent: Monday, March 13, 2023 3:52 PM To: Sophia Jensen <SJensen@lakeelmo.org> Subject: Tesla/DQ Application [You don't often get email from bmiller@mfcproperties.com. Learn why this is important at https://aka.ms/LearnAboutSenderIdentification ] Caution: This email originated outside our organization; please use caution. Hi Sophia, It was nice talking with you today. As discussed, MFC Properties would like to go on record that although we are in support of the above referenced development, we do object to the proposed 50’ pylon sign. Our adjacent Lakewood Crossing development was allowed a maximum 30’ tall pylon and we respectfully ask the Planning Commission and City Council allow the sign, but to be no more that 30’ high. Unfortunately I am out of town and will not be able attend the public hearing today, but appreciate you making the Planning Commission aware of our concerns. Thanks. Bruce Miller MFC Properties Sent from my iPhone Dear Lake Elmo Planning Commission and City Council, This letter is in regards to the requested Planned Unit Development and Preliminary Plat for Drake Motor Partners. As a city planner in the East Metro, I have significant experience analyzing these types of requests. In reviewing the PUD deviations for this application, I found several items to be striking. These deviations include reducing the required amount of landscape screening along Lot 1, Block 2, placement of trash enclosures in the side yard setback area (without providing additional landscape screening), and to exceed the foot-candles requirement. Given the high intensity of the proposed commercial uses (car dealership and restaurant) the requested deviations would create a significant impact on the abutting and nearby residential properties, which include the Union Park Second Addition townhomes, the Springs at Lake Elmo apartments, and the Savonna 3rd Addition townhomes. The existing commercial properties in this area already cause a profound effect on nearby residences (please see nighttime picture of area below). I respectfully request that the Planning Commission and City Council require, as conditions of approval to the PUD and plat, higher standards for this development in order to minimize its impacts on neighboring residential properties. Thank you, Luke McClanahan 197 Junco Road North, Lake Elmo CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2023- 023 RESOLUTION APPROVING PRELIMINARY PLAT AND PRELIMINARY PUD PLAN FOR JON HAUSER, DRAKE MOTOR PARTNERS LE LLC, FOR THE EBERTZ SITE (PID 34.029.21.44.0006 AND 34.029.21.44.0004) WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Jon Hauser, Drake Motor Partners LE LLC, has submitted application to the City of Lake Elmo (City) for a Preliminary Plat and Preliminary PUD Plan for four lot subdivision with one lot proposed as an auto dealership, one lot as a fast food restaurant, and two vacant lots located on the north and south sides of Hudson Blvd, west of Keats Avenue, a copy of which is on file in the City of Lake Elmo Planning Department; and WHEREAS, notice was published, mailed and posted pursuant to the Lake Elmo Zoning Ordinance, Section 105.12.250; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on March 13, 2023 and voted to recommend denial of the project. The Planning Commission found that there were too many deviations, additional buffering/landscaping needed, lighting concerns, PUD sign along I94 is too tall, and proposed PUD uses were not supported as proposed; and WHEREAS, since the Planning Commission meeting, the applicant has offered to make changes to the plans to address screening abutting the residential to the west and north, the lighting, increasing the landscaping, reducing the number of deviations, and significantly reducing the PUD permitted uses; and WHEREAS, the City Council reviewed the Preliminary Plat and Preliminary PUD application for Jon Hauser, Drake Motor Partners project at its meeting held on March 21, 2023 and made the following findings of fact: 1. That the Preliminary PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 2. That the preliminary PUD Plan complies with the general intent of the C- Commercial zoning district with PUD modifications. 3. That the preliminary PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 4. That the preliminary plat generally complies with the City’s Subdivision regulations. 5. That the preliminary plat generally complies with the City’s design standards. 6. That the preliminary plat generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 7. That the preliminary plat and PUD Plan must be revised to address the comments noted in the City Engineer’s memorandum. 8. That the preliminary PUD Plan must be revised to be consistent with City’s landscape plan and tree replacement standards pursuant to the Landscape Architects memo. 9. That the preliminary plat and PUD Plan must be revised to address the comments noted in the Fire Department memo. 10. That the preliminary PUD Plan meets the minimum requirements for a PUD. 11. That the preliminary PUD Plan meets items a, c, d, and i from the identified PUD objectives identified in Section 105.12.1130. Planned unit developments should not be allowed simply for the purpose of increasing overall density or allowing development that otherwise could not be approved. a) Innovation in land development techniques that may be more suitable for a given parcel than conventional approaches. The shared access drive and stormwater ponding areas allow for more efficient use of land. c) Establishment of appropriate transitions between differing land uses. This overall PUD provides a buffer between the interstate highway and residential uses. There are site specific plantings proposed to buffer the adjacent high density residential uses and there is opportunity for future buffering with future uses on the northerly part of the PUD. d) Provision of more adequate, usable, and suitably located open space, recreational amenities, natural resource protection and other public facilities than would otherwise be provided under conventional land development techniques. This is achieved with shared stormwater ponding. i) Creation of more efficient provision of public utilities and services, lessened demand on transportation, and/or the promotion of energy resource conservation. With the proposed private access drive, there will be less demand on public services. 12. That the site will be served by public utilities, not have a detrimental impact on traffic, supply adequate off-street parking. 13. That the proposed land uses will be compatible both in terms of internal site plans, and with regard to adjacent land uses. 14. That the site complies with wetland, stormwater management requirements. 15. That the use will maintain standards of architectural design and building quality consistent with the uniform building code and all other applicable city codes, 16. That the proposed use will not create fiscal problems for the city or adversely impact the health, safety, or welfare of the city. 17. That the proposed uses will bring commerce and employment to the city. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve the Preliminary Plat and Preliminary PUD Plan for Jon Hauser, Drake Motor Partners subject to the following conditions: 1. As part of final PUD submittal, plans shall be revised to indicate the location of the required off-street loading area for Lot 1 Block 2. Provision of City Code 105.12.420 Off Street Loading shall be met. 2. As part of final PUD submittal, the plans shall indicate the percentage of building materials and more detail of types of materials to show compliance with Interstate Corridor Overlay District architectural requirements (105.04.610) 3. As part of final PUD submittal, the Comprehensive Sign Plan shall be revised to accurately reflect the number and size of wall signs proposed for Lot 1, Block 1; to accurately reflect the maximum wall area allowed per façade; to incorporate landscape features around the base of all permanent ground signs; provide foot candle measurements or statement to meet the ordinance. 4. That the application for final plat and final PUD Plans identify all requests for flexibility from the City Code. 5. The applicant shall revise the site plans, utility plans and grading plans to address each review comment and condition of approval to the satisfaction of City staff, as part of the Final Plat application. 6. That prior to the City finding any application for final plat and PUD plan complete the applicant shall address all comments in the City Engineer’s memo dated February 28, 2023 to the satisfaction of the City Engineer. 7. That prior to the City finding any application for final plat and PUD plan complete the applicant shall revise the landscape plan and tree preservation plan in accordance with the City Landscape Architect’s memo dated February 27, 2023 to the satisfaction of the City Landscape Architect. 8. That prior to the City finding any application for final plat and PUD plan complete the applicant shall revise the preliminary plat and PUD Plan to address any comments received by Washington County. 9. That prior to the City finding any application for final plat and PUD plan complete the applicant shall demonstrate compliance with the items listed in the March 1, 2023, memo from the Fire Department to the satisfaction of the Fire Chief. 10. The City Attorney shall issue a plat opinion certifying that the plat, title evidence, and all agreements and documents required under this title meet the requirements of the city prior to City Council review or approval of the final plat. 11. The Final Plat/Final PUD shall include all necessary and additional public right-of-way and easements. 12. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 13. The Preliminary Plat/Preliminary PUD approval is conditioned upon the applicant meeting all City standards and design requirements unless specifically addressed otherwise in these conditions. 14. The total square feet of buildings on Lots 1, 2, and 3 Block 2 shall not exceed 124,000 sq. feet unless a secondary access is approved by the City. 15. Future development of Lots 2-3 Block 2 shall provide a minimum of 25% open space. 16. A maximum height of 30 feet shall be required for the future development of Lots 2 and 3, Block 2. 17. Setbacks for Block 2 along the shared private drive shall be met as measured from the edge of the shared driveway. All other setbacks shall be that of the C underlying zoning district. 18. The future use of Lot 3, Block 2 shall comply with the screening requirements from abutting residential uses to the north. 19. For purposes of this PUD and allowed signage, the private driveway shall be considered street frontage. 20. All automobile repairs are conducted within an enclosed building and the storage or display of inoperable vehicles or other equipment shall meet all setback requirements of a primary structure and shall be totally screened from view from adjacent public streets and adjacent residential properties. 21. Sound from any speakers used on the premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. 22. Each food or beverage drive-through business shall maintain refuse receptacles at all exits. 23. Sign permits are required and they must comply with the approved Comprehensive Sign Plan and City Ordinances. 24. All public improvements constructed to support the development must be designed and constructed in accordance with the City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer. 25. The applicant shall verify compliance with Valley Branch Watershed (VBWD) comments and that the applicant provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 26. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, wetland, sign, etc.), NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 27. A wetland permit is required for the proposed wetland filling. Required wetland mitigation shall be provided for at the time of permit. 28. The applicant/developer is responsible, at their own expense, for installing all required right of way improvements. Improvements in Hudson Boulevard shall be consistent with Washington County and city standards. 29. Park dedication in the amount of $102,360.00 shall be paid prior to paid prior to recording of the final plat. 30. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 31. A landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 32. The finalization, adoption, and publication of an overlay district ordinance shall occur before the recording of the final plat. 33. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The Agreement shall outline any approved phasing plan. 34. The applicant or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final PUD, and said plan shall document the extent of any proposed grading on the site. 35. That the applicant shall submit revised preliminary plat and project plans meeting all conditions of approval for City review and approval. The revised applicant/developer project plans and other materials shall meet all of the above conditions before the City will find complete any final plat or final PUD application for the development and before the start of any clearing or grading activity on the site. 36. That the City’s preliminary plat/preliminary PUD approval is good for one year from the date of City Council action, unless the applicant requests and the City Council approves a time extension. Passed and duly adopted this 21st day of March, 2023 by the Lake Elmo Minnesota City Council. ____________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2023-023 RESOLUTION DENYING PRELIMINARY PLAT AND PRELIMINARY PUD PLAN FOR JON HAUSER, DRAKE MOTOR PARTNERS LE LLC, FOR THE EBERTZ SITE (PID 34.029.21.44.0006 AND 34.029.21.44.0004) WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Jon Hauser, Drake Motor Partners LE LLC, has submitted application to the City of Lake Elmo (City) for a Preliminary Plat and Preliminary PUD Plan for four lot subdivision with one lot proposed as an auto dealership, one lot as a fast food restaurant, and two vacant lots located on the north and south sides of Hudson Blvd, west of Keats Avenue, a copy of which is on file in the City of Lake Elmo Planning Department; and WHEREAS, notice was published, mailed and posted pursuant to the Lake Elmo Zoning Ordinance, Section 105.12.250; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on March 13, 2023 and heard from several adjacent residents with concerns about tree preservation, screening, landscaping, lighting, buffering, compatibility, noise, and odors; and WHERAS, the Planning Commission voted to recommend denial of the project. The Planning Commission found that there were too many deviations, additional buffering/landscaping needed, lighting concerns, PUD sign along I94 is too tall, and proposed PUD uses were not supported as proposed; and WHEREAS, the City Council reviewed the Preliminary Plat and Preliminary PUD application for Jon Hauser, Drake Motor Partners project at its meeting held on March 21, 2023 and made the following findings of fact: 1. That the preliminary PUD Plan landscaping plan needs to be improved and needs further review. 2. That the preliminary PUD Plan lacks adequate screening between the proposed commercial and the abutting residential to the west and north of Block 2. 3. That the westerly border abutting residential needs to be defined and specific buffer yard between uses known and provided for. 4. That the proposed sign of 50 feet tall does not fit the neighborhood. 5. That the proposed future permitted uses are not acceptable at this stage of approval. There are too many unknowns with the proposed screening, buffer yard, and landscaping to support approval of the uses as proposed. 6. That the preliminary PUD Plan is requesting too many deviations or variances from the code and here are opportunities to meet the code. 7. That the preliminary plat and PUD staff report has too many conditions to approve. 8. That the preliminary PUD Plan lighting plan exceeds ordinance requirements and there are concerns about lighting impacts on adjacent properties. 9. That the preliminary PUD Plan does not meet the required PUD Objectives or provide benefits beyond general code requirements, 10. That the proposed land uses have not been presented to be compatible with regard to adjacent land uses. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby deny the Preliminary Plat and Preliminary PUD Plan for Jon Hauser, Drake Motor Partners. Passed and duly adopted this 21st day of March 2023 by the Lake Elmo Minnesota City Council. ____________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. March 14, 2023 Ms. Jenni Faulkner Planning Consultant City of Lake Elmo 3880 Laverne Ave. N. Lake Elmo, MN 55042 RE: Ebertz Property/Drake Motor Partners PUD/Preliminary Plat Application Dear Ms. Faulkner, The following letter is a follow-up to the Lake Elmo Planning Commission meeting that was held on March 13, 2023. A few neighboring property owners voiced concerns during the public hearing regarding the PUD/Preliminary Plat application submitted by Drake Motor Partners. We were not allowed to respond to the neighbors concerns during the meeting and therefore we are offering this written response to outline the ways in which the applicant is willing to work with staff to address the concerns. We offer the following clarifications and summary of design changes that we are working to address: 1. Lighting – The PUD flexibility requested in the application is internal to the site for Block 2 as well as the east property line of Block 1 where it adjoins the adjacent commercial property. The reasons we feel that flexibility is warranted include: a. Staff previously indicated a desire for the private drive to function as similar to a public street. As such, proper lighting along the length of the private drive will improve pedestrian and vehicle safety. b. Lot 1-Block 1 will share an access with the commercial property to the east. Again, pedestrian and vehicle safety warrant lighting levels above the 0.4 footcandles that is allowed by code. c. The areas where we are seeking flexibility on the lighting requirements do not impact the residential properties. The lighting levels adjacent to the residential properties are at or below the required 0.4 footcandles. 2. Noise - There are no outdoor speakers at the Automotive Dealership facility and all service work will be done in the building as is required by city code. We can commit to stay within the city ordinance sound levels. 3. Trash - We will move the trash enclosure to meet setback requirements, therefore eliminating the need for any PUD flexibility on the location. 4. Landscaping – The previously submitted landscape plan exceeded the number of trees required for the site. However, we will make adjustments to the landscape plan to address city comments and to provide additional trees adjacent to the residential property lines. We will also provide a screening exhibit with a cross-section view from the three residential developments. 5. Screening Fence – A 6-foot screening fence was previously proposed along the north property line. We are proposing to revise the site plan to extend the fence along the west property line, adjacent to the Union Park development, until reaching the area of the existing retaining wall on the Springs development. The fence will be constructed of a composite material and provide year-round screening. Details will be provided with revised plans. 6. Uses – We are willing to reduce our permitted “use by right” uses to just the following: a). All the commercial uses already zoned as permitted, b). All of the Auto Dealership uses listed in the PUD, c). All the DQ requirements listed in the PUD, d). Indoor Recreational Facility and e). Daycare Operations. We are fine with keeping all the other uses that would normally be subject to conditional use remain that way, as recommended by staff. 7. Signage – We will restrict all Block 2 building signs from facing north or west to minimize any impacts to the residential neighborhoods. Ms. Jenni Faulkner 2 March 14, 2023 We look forward to discussing these items at the City Council meeting on March 21, 2023. Please let me know if there is any additional information that will be beneficial for you or the Council. Sincerely, Landform Tom Meyer, PE Project Lead COPY: FILE Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. March 16, 2023 Ms. Kristina Handt City Administrator City of Lake Elmo 3800 Laverne Avenue North Lake Elmo, MN 55042 RE: Response to Comments from March 13, 2023 Planning Commission Meeting Dear Ms. Handt, This letter is a follow-up to address the main concerns raised at the Planning Commission meeting held on March 13, 2023 regarding the Ebertz Property/Drake Motor Partners Preliminary Plat and PUD application. The development team was not given the opportunity to respond to the concerns raised by Commissioners and residents during the meeting. This letter is a written response to concerns raised by residents and Commissioners and further detail the ways in which the applicant will work with City Staff to address these concerns. PRIVATE DRIVEWAY/LIGHTING PUD flexibility is requested to allow for a private driveway to serve the lots on Block 2. This single design feature includes four areas of flexibility: (1) to allow sole access from a private driveway, (2) to allow the creation of Lot 3, Block 2 without public street frontage (frontage is provided on the private driveway), (3) driveway width to allow a 41-foot wide private driveway at the point it intersects the right-of -way line, (4) increased lighting levels internal to the site along the shared property line of Lots 1 and 2, Block 2. City Staff has indicated a desire for the private driveway on Block 2 to function similar to a public street, which includes pedestrian connections, turn lanes and adequate lighting along the length of the driveway for pedestrian and vehicle safety. The private driveway has been proposed because creating a public street and right-of-way dedication does not provide a benefit to the City, applicant or adjacent property owners. Because the private driveway on Block 2 is situated along the internal property lines between Lots 1 and 2, Block 2, lighting levels above the allowed 0.4 footcandles along this shared property line are warranted for adequate pedestrian and vehicle safety measures. The Code provides an exception for the maximum light cast for lighting located within and intended for a right- of-way which aligns with our requested flexibility to design the private driveway to the standards of a public street. Lighting will exceed the maximum 0.4 footcandles only along the private driveway between Lots 1 and 2, Block 2. The lighting along the private driveway is consistent with the lighting that would be provided if it were a public street. Flexibility is also sought for the lighting levels at the shared private driveway between the existing commercial property and Lot 1, Block 1. The shared private driveway that was previously approved by the City warrants lighting levels above the allowed 0.4 footcandles to improve pedestrian and vehicle safety. We are not requesting to increase the allowed footcandles along any property lines adjacent to residential. The lighting levels adjacent to residential are at or below the required 0.4 footcandles. LANDSCAPING Some residents voiced concerns over the preservation of existing trees and the proposed screening adjacent to their properties. The previously submitted landscape plan exceeded the number of trees required for the site and included a 6- foot fence was previously proposed along the north property line. However, in response to the resident’s concerns and to address City comments we have revised the landscape plan to provide additional trees adjacent to the residential property lines. Furthermore, the plans have been updated to include planting the trees on the future Lot 3, Block 2 in the first phase of development, rather than when that lot is developed. We have also updated the plans to add a 6-foot high fence along Ms. Kristina Handt 2 March 16, 2023 the west property line until reaching the existing retaining wall in addition to the fence on the north property line that was previously proposed on the plans. Revised screening exhibits with cross section views and additional fence details will be provided to illustrate the enhanced screening. We have also revised the grading along the north side of Lot 3, Block 2 to preserve a few of the existing specimen trees on the property during phase one of construction. However, it should be noted that final development of Lot 3, Block 2 may require the removal of these trees. SIGNAGE Concerns were also raised on the potential impact of the proposed signage on residential properties. We are proposing less signage than allowed by the ordinance with only two ground signs totaling 815 sq. ft. where four ground signs totaling 1,000 sq. ft. could be permitted for the development. Flexibility for the 50-foot ground sign on Block 1 has been requested to provide additional height to give adequate visibility to Interstate 94 south of the development. The 50-foot ground sign is located at the furthest location possible from existing residential developments. The limited number and location of proposed ground signs and sign area will minimize the impact of commercial signage on the surrounding residential properties. The proposed ground signs will be illuminated in compliance with the City sign illumination and brightness standards. We will also prohibit wall signs on the north and west building elevations in Block 2 to further reduce potential impacts to residential neighborhoods. The following is a summary of the proposed ground signage: Lot Ground Signs Allowed Ground Signs Proposed Maximum Area Allowed Proposed Area (Each Side) Maximum Height Allowed Proposed Height Lot 1, Block 1 1 1 250 sq. ft. 565 sq. ft. 30 ft. 50 ft. Lot 1, Block 2 1 0 250 sq. ft. N/A 30 ft. N/A Lot 2, Block 2 1 1 250 sq. ft. 250 sq. ft. 30 ft. 30 ft. Lot 3, Block 2 1 0 250 sq. ft. N/A 30 ft. N/A TOTAL 4 2 1,000 sq. ft. 815 sq. ft. TRASH ENCLOSURE We have adjusted the location of the trash enclosure on Lot 1, Block 2 to comply with the required setbacks to alleviate any concerns over the location of the trash enclosure. PUD flexibility for the trash enclosure setback is no longer required or requested. PROPOSED USES We are no longer requesting PUD flexibility to permit Light Industrial uses. We are also no longer requesting all Conditional and Interim uses within the Commercial district be permitted “by right”. Our revised proposed permitted uses are the following: (a) uses already Permitted in the Commercial district. (b) all of the auto dealership uses listed in the PUD, (c) all of the Dairy Queen/fast food restaurant proposed uses listed in the PUD, (d) indoor recreational facilities, and (e) daycare operations. If proposed for in future development, Conditional and Interim uses shall be subject to conditions of approval as outlined in the City Code. Ms. Kristina Handt 3 March 16, 2023 NOISE The proposed auto dealership on Lot 1, Block 2 will not have any outdoor speakers. All service work will be conducted inside the building per city requirements; outside service work is not permitted or proposed. The applicant has committed to complying with the maximum sound levels as allowed by City Code. CONDITIONS OF APPROVAL We have reviewed staff comments and are comfortable with the proposed approval conditions for this project as drafted by staff. Commissioners questioned the number of conditions and we note that many of the proposed conditions simply restate the standards in the City Code and required permits for the approval process. We look forward to presenting our project and discussing these items at the Council meeting on March 21, 2023. Sincerely, Landform Tom Meyer, PE Project Lead COPY: Jon Hauser, Drake Real Estate Jenni Faulkner, Consulting City Planner Section Views - West Screening Exhibits • 03.16.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. in collaboration with: Section View - Phase 1 Section View - Future Existing Townhome Section View Key Plan Existing Townhome Existing retaining wall 12-foot tall (approx) Existing retaining wall 12-foot tall (approx) Proposed evergreens after 15-20 years’ growth Proposed Auto Dealership Proposed Auto Dealership Proposed evergreens at time of planting Section Views - Northwest Screening Exhibits • 03.16.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. in collaboration with: Section View - Phase 1 Section View - Future Existing Townhomes Section View Key Plan Proposed evergreens after 15-20 years’ growth Proposed Auto Dealership Proposed Auto Dealership Proposed evergreens at time of planting Existing Townhomes Proposed 6’ Privacy Fence Proposed 6’ Privacy Fence Section Views - North Screening Exhibits • 03.16.2023 AUTO DEALERSHIP • Lake Elmo, MN Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. in collaboration with: Section View - Phase 1 Section View - Future Proposed Auto Dealership Proposed Auto Dealership Existing Townhome Approximate Future Building Proposed and existing trees after 15-20 years’ growth Existing Townhome Proposed and existing trees at time of planting Section View Key Plan Proposed 6’ Privacy Fence Proposed 6’ Privacy Fence LAKE ELMO, MNSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLELECTRIC AUTO SALES & SERVICELAKE ELMO, MINNESOTAMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY/OVERHANGBIT. EDGEFESCATCH BASINMANHOLEDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETEXISTING CONDITIONSPRELIMINARY PLATTREE PRESERVATIONOVERALL SITE PLANLOT 1 BLOCK 2 SITE PLANOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLENLARGED BUILDING GRADING, DRAINAGE,PAVING & EROSION CONTROLSOUTH GRADING, DRAINAGE, PAVING& EROSION CONTROL PLANNORTH GRADING, DRAINAGE, PAVING& EROSION CONTROL PLANSWPPP NOTESOVERALL UTILITIESSTORM SEWERSANITARY & WATERHUDSON BOULEVARD EXISTINGCONDITIONS & DEMOLITIONHUDSON BOULEVARD ALIGNMENTHUDSON BOULEVARD PLAN & PROFILEHUDSON BOULEVARD PLAN & PROFILEHUDSON BOULEVARD TYPICAL SECTIONSHUDSON BOULEVARD PAVING PLANHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSHUDSON BOULEVARD CROSS SECTIONSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSOVERALL LANDSCAPE PLANENLARGED LANDSCAPE PLANSOIL AMENDMENT PLANPHOTOMETRICSLANDSCAPE DETAILSAREA LOCATION MAPABBREVIATIONSSYMBOLSEROSION CONTROL SYMBOLSDRAWING SYMBOLSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG120GM12"STS8"SANLTFENCINGCONCRETE CURBRETAINING WALL OEMANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMBMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSC0.1C1.1C1.2C1.4C2.0C2.1C3.0C3.1C3.2C3.3C3.4C4.0C4.1C4.2C5.1C5.2C5.3AC5.3BC5.4C5.5C5.6C5.7C5.8C5.9C5.10C7.1C7.2C7.3C7.4L2.0L2.1L3.0L4.1L7.1C21C7.31122PROJECT BENCHMARK:MNDOT NAME: 8282 AXIN LAKE ELMO, 0.05 MILE EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 ANDWOODBURY DRIVE (KEATS AVENUE NORTH) IN LAKE ELMO, AT INTERSTATE HIGHWAY 94 MILEPOINT 251.75, 69.8 FEETNORTH OF WESTBOUND INTERSTATE HIGHWAY 94 FOG LINE, 1.5 FEET SOUTH OF WITNESS POST.ELEVATION = 938.31 (NAVD 88)MNDOT NAME: 8282 AYIN LAKE ELMO, 0.7 MILE EAST ALONG INTERSTATE HIGHWAY 94 ROM THE JUNCTION OF INTERSTATE HIGHWAY 94 ANDINWOOD AVENUE NORTH/RADIO DRIVE IN LAKE ELMO, AT INTERSTATE HIGHWAY 94 MILEPOINT 250.85, 38.7 FEET NORTHOF WESTBOUND INTERSTATE HIGHWAY 94 FOG LONE, 41.7 FEET SOUTH OF RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF AWITNESS POST.ELEVATION = 985.73 (NAVD 88)SITE BENCHMARK:TBDELEVATION = TBD (NAVD 88)SOIL BORINGB-X123.45%1.00THE WEST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 29, RANGE21, EXCEPT THAT PART DEPICTED AS PARCEL 33B ON MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAYPLAT NO. 82-43 FILED MARCH 22, 1982, AS DOCUMENT NO. 429592, WHICH WAS TAKEN BY THE STATE OF MINNESOTA INFINAL CERTIFICATE DATED OCTOBER 4, 1989, FILED OCTOBER 24, 1989, AS DOCUMENT NO. 613150.WASHINGTON COUNTY, MINNESOTA234.5LIGHT POLE3MINOR CONTOUR123MINOR CONTOUR123LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: TOM MEYERPROJECT CONTACTSCIVIL ENGINEERARCHITECTLANDFORMSURVEYORLANDFORM08.29.22 10.26.22XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX01.25.23 02.13.23 03.07.23 03.16.23SHEETS ISSUED BY DATECOMPOST/BIO LOG))))))))))))))))))))DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX. ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL. ElevationELEC.ElectricalELEV.ElevationEMER.EmergencyENGR.EngineerENTR.EntranceEQ.EqualEQUIP.EquipmentEQUIV.EquivalentEXIST.ExistingEXP.ExpansionF & IFurnish and InstallF.B.O.Furnished by OthersF.C.Face of CurbF.D.Floor DrainF.D.C.Fire Department ConnectionF.V.Field VerifyFBFull BasementFBWOFull Basement Walk OutFBLOFull Basement Look OutFDN.FoundationFESFlared End SectionFFEFinished Floor ElevationFLR.FloorFT. OR (') FootFUT.FutureG.B.Grade BreakG.C.General ContractorGAL.GallonGALV.GalvanizedGFEGarage Floor ElevationGL.GlassGR.GradeH.HeightH.P.High PointHDPEPHigh Density Polyethylene PipeHGT.HeightHORIZ.HorizontalHVACHeating, Ventilation, Air ConditioningHYDHydrantI.D.Inside Dimension OR IdentificationI.E. or IEInvert ElevationIN. OR (")InchesINFO.InformationINL.Inlet ElevationINSUL.InsulationINV.Invert ElevationJT.JointL.F.Linear FeetL.P.Low Point / Liquid PetroleumLB.PoundLGULocal Government UnitLB.PoundLB.LongitudinalLT.Light / LightingMAINT.MaintenanceMAS.MasonryMATL.MaterialMAX.MaximumMECHMechanicalMED.MediumMFR.ManufacturerMHManholeMIN.Minimum / MinuteMISC.MiscellaneousMNDOTMinnesota Department Of TransportationMOD.Module / ModularMUL.MullionN.NorthN.I.C.Not In ContractNO. OR # NumberNOMNominalNTSNot to ScaleNWENormal Water ElevationNWLNormal Water LevelO.F.On CenterO.G.Outside DimensionO.H.Overhead ElectricOH.OverheadOHWLOrdinary High Water LevelOPNG.OpeningORIG.OriginalP.C.Point of CurvatureP.I.Point of IntersectionPIVPost Indicator ValveP.L. OR P/L Property LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/W Right of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearUNDERGROUND FIBER OPTICFOEROSION CONTROL BLANKETNORTHNO SCALEDRAKE REAL ESTATE SERVICES496 S. BROADWAYDENVER, CO, 80209TEL (303) 825-6200CONTACT: JON HAUSER105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHN105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECTI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "C".LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.THIS CERTIFICATION IS FOR SHEET NUMBERS BEGINNING WITH "L".JOSH POPEHN, RLALICENSE NUMBER:DATE:44803X X X XX X X X XXX X X X X XX12.21.22X X X XX X X X10TH ST N.SITE10TH ST N.KEATS AVE N.LAKE ELMO AVE N.INWOOD AVE N.4TH ST N.HUDSON BLVD N.HUDSON BLVD N.HUDSON RDHUDSON RDBIELENBERG DRRADIO DRWOODBURY DRSETTLERS RIDGE PKWYHUDSON RDTAMARACK RD4944949494NAMA PARTNERS6140 GREENWOOD PLAZA BOULEVARD, SUITE 100GREENWOOD VILLAGE, CO 80111TEL 720-289-0001CONTACT: MIKE BRETTMANNTHOMAS O. MEYER, P.E.42016CIVIL & LANDSCAPETITLE SHEETC0.1PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALX X XX X X X XXX X X XX X X XXXXXXX X X XX X X XX X X XX X X X XX X X X XX XX X X XX X X XX X X X XX X X03/16/202303/16/2023X XX B-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12WETLAND #1#488 6" (DBH) PIN OAK #487 18" (DBH) WHITE PINE#486 20' RED CEDAR#485 20" (DBH) WHITE PINE#484 30' WHITE PINE#483 22" (DBH) WHITE PINE#482 14" (DBH) WHITE PINE#481 12" (DBH) WHITE PINE#480 22" (DBH) WHITE PINE#479 17" (DBH) WHITE PINE#478 12" (DBH) WHITE PINE#477 22" (DBH) WHITE PINE#476 16" (DBH) WHITE PINE#475 18" (DBH) WHITE PINE#474 18" (DBH) WHITE PINE#473 8" (DBH) WHITE PINE#472 18" (DBH) WHITE PINE#471 20' WHITE PINE#470 8" (DBH) RED PINE#469 10" (DBH) RED PINE#468 22' WHITE PINE#467 24' WHITE PINE#466 20' WHITE PINE #488 6" (DBH) PIN OAK #487 18" (DBH) WHITE PINE#486 20' RED CEDAR#485 20" (DBH) WHITE PINE#484 30' WHITE PINE#483 22" (DBH) WHITE PINE#482 14" (DBH) WHITE PINE#481 12" (DBH) WHITE PINE#480 22" (DBH) WHITE PINE#479 17" (DBH) WHITE PINE#478 12" (DBH) WHITE PINE#477 22" (DBH) WHITE PINE#476 16" (DBH) WHITE PINE#475 18" (DBH) WHITE PINE#474 18" (DBH) WHITE PINE#473 8" (DBH) WHITE PINE#472 18" (DBH) WHITE PINE#471 20' WHITE PINE#470 8" (DBH) RED PINE#469 10" (DBH) RED PINE#468 22' WHITE PINE#467 24' WHITE PINE#466 20' WHITE PINE S4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 Δ =3 °4 0 '5 9 " R =2 7 6 4 .7 9 L =1 7 7 .7 2 N00°01'26"W 286.05S38°51'11"W 110.20Δ=16°21'40"R=868.52L=248.01STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>S T S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSTS >> SAN >SAN >LSSLSSLSSLSS STS >>STS >>STS >>STS>>STS>>STS>>TGRADING LIMITSGRADING LIMITSGRADING LIMITSGRADING LIMITSPROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL03/16/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALNORTH0 60 120TREE PRESERVATIONC1.4:Tree RemovalLEGENDTREE PRESERVATION REQUIREMENTSCode Sec. 105.12.470Up to 30% removals without replacement. Removal calculations apply to each tree type individually andany replacements needed shall apply to each tree type (hardwood, coniferous, common).Replacement multipliersHardwoods - 1/2 per inch lostConiferous - 1/2 per inch lostCommon - 1/4 per inch lostTree Type Total inches Inches Removed (30% allowed) Inches Mitigated Replacement Inches RequiredHardwoods 6 6 4 2Coniferous 301 271 (90%) 181 (60%) 91 (23-8' ht. trees)Common 0 0 0 0:Grading Limits PROPOSED BUILDING50,527 S.F.FFE = 982.0035' PARKING SETBACK50' BUILDING SETBACK35' PARKING SETBACK 50' BUILDING SETBACK 10' BUILDING & PARKING SETBACK15' FRONT PARKING SETBACK30' FRONT BUILDING SETBACKNOPARKING NOPARKING NOPARKING 10' PARKING SETBACK 15' PARKING SETBACK30' REAR BUILDING SETBACK 25' BUILDING SETBACK15' PARKING SETBACK25' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK10' PARKING SETBACK15' PARKING SETBACK 10' BUILDING & PARKING SETBACK35' PARKING SETBACK50' BUILDING SETBACKS4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 Δ =3 °4 0 '5 9 " R =2 7 6 4 .7 9 L =1 7 7 .7 2 N00°01'26"W 286.05S38°51'11"W 110.20Δ=16°21'40"R=868.52L=248.0115' PARKING SETBACK30' BUILDING SETBACKS00°01'13"W 15.00S89°58'47"E 228.24S89°58'47"E 434.00 TEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.50WETLAND BUFFERS00°01'13"W 292.40L=51.19R=90.00Δ=32°35'16"S32°36'29"W 157.89L=103.79R=90.00Δ=66°04'18"S 3 3 ° 2 7 ' 4 9 " E 2 2 . 5 7 S00°01'26"E 290.88N00°01'13"E 740.46N00°01'13"E 477.18S00°01'26"E 463.27N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50R=758.51Δ=24°39'45"S26°29'04"E 10.00L =2 7 2 .2 9 R =7 6 8 .5 1 Δ =2 0 °1 8 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACK WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOSTSOUTHWEST DRIANAGE DITCHHWL=981.50(PRIVATELY OWNED AND MAINTAINED)HWL=981.85ΔCABX ST COBX CABX SS CABX CABX TNHSSHYDSSSSHYDHYDSS SSHYD SSHYDSS (TRUNK HIGHWAY NO. 12)HUDSON BLVD.EAST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.NORTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)SAVONA TOWNHOMES HOMEOWNERS ASSOCPID: 3402921410164(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 Public StreetHUDSON B L V D. Public Str e etRETAINING WALL-GRAVEL-WETLAND #1LOT 1BLOCK 2LOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2LOT 3BLOCK 2FUTUREBUILDINGFUTUREBUILDING15,000 SF58,000 SFREFER TO SHEET C2.1Total Parking Stalls Required37,536 s.f. / 250 = 151 stallsRequired Parking:37,536 s.f. Total gross floor areaOne Stall per 250 s.f. of gross floor area used for sales or customer service. One stall per 2,000 s.f. of outside sales/display area. 6346352Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(9x18)166The Property is Zoned C - CommercialBuilding Setback Information is as follows:Front Yard = 30 ft.Rear = 30 ft.Side (interior) = 10 ft.Side (corner) = 25 ftParking Setback Information is as follows:Front Yard = 15 ft.Rear = 10 ft.Side (interior) = 10 ft.Side (corner) = 15 ftLot Coverage Information is as follows:Lot Area Minimum = 20,000 s.f. = 0.46 ac.Lot Width Minimum = 100 ft.Total Site Area = 742,967 s.f. = 17.06 ac.ImperviousPerviousTotal269,112199,38969,723s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:269,1120269,112s.f.s.f.s.f.6.184.581.606.180.006.18Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.GENERAL NOTESPARKING SUMMARY (LOT 1 - BLOCK 2)AREA SUMMARY (LOT 1 - BLOCK 2)ZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)ImperviousPerviousTotal116,44087,33029,110s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:116,4400116,440s.f.s.f.s.f.2.702.030.672.6702.67AREA SUMMARY (FUTURE LOT 2 - BLOCK 2)100.0%75.0%25.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal312,863234,64778,216s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:312,8630312,863s.f.s.f.s.f.7.185.381.807.1807.18AREA SUMMARY (FUTURE LOT 3 - BLOCK 2)100.0%75.0%25.0%100.0%0.0%100.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal40,68125,96714,714s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:40,681040,681s.f.s.f.s.f.0.930.600.330.930.000.93AREA SUMMARY (LOT 1 - BLOCK 1)ac.ac.ac.ac.ac.ac.ea.ea.ea.ea.100.0%63.8%36.2%100.0%0.0%100.0%100.0%74.1%25.9%100.0%0.0%100.0%100.0%0.0%100.0%2.3.4.5.6.7.1.29,970 s.f. Total outside sales/display area29,970 s.f. / 2,000 = 15 stallsCustomer Parking - 126 stallsEmployee Parking - 40 stallsOff-Street Loading Area - 12' x 50'PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALOVERALLSITE PLANC2.0NORTH0 60 120 PROPOSED BUILDING50,527 S.F.FFE = 982.0035' PARKING SETBACK50' BUILDING SETBACK10' BUILDING & PARKINGSETBACK15' FRONT PARKING SETBACK30' FRONT BUILDING SETBACKNOPARKING NOPARKING NOPARKING 10' PARKING SETBACK 15' PARKING SETBACK30' REAR BUILDING SETBACK 25' BUILDING SETBACK15' PARKING SETBACK25' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK15' PARKING SETBACK35' PARKING SETBACK50' BUILDING SETBACKS4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 Δ =3 °4 0 '5 9 " R =2 7 6 4 .7 9 L =1 7 7 .7 2 N00°01'26"W 286.05S38°51'11"W 110.20Δ=16°21'40"R=868.52L=248.0115' PARKING SETBACK30' BUILDING SETBACKS00°01'13"W 15.00S89°58'47"E 228.24S89°58'47"E 434.00T SE PONDHWL=971.48NWL=967.50BTM=964.50WETLAND BUFFERS00°01'13"W 292.40L=51.19R=90.00Δ=32°35'16"S32°36'29"W 157.89L=103.79R=90.00Δ=66°04'18"S 3 3 ° 2 7 ' 4 9 " E 2 2 . 5 7 S00°01'26"E 290.88N00°01'13"E 740.46N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50R=758.51Δ=24°39'45"S26°29'04"E 10.00L =2 7 2 .2 9 R =7 6 8 .5 1 Δ =2 0 °1 8 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACK WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTAL WALL CONNECTORE246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOSTSOUTHWEST DRIANAGE DITCHHWL=981.50(PRIVATELY OWNED AND MAINTAINED)HWL=981.85ΔCABXTNHSS (TRUNK HIGHWAY NO. 12)HUDSON BLVD.WEST LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150 Public StreetHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 HUDSON B L V D. Public Str e etRETAINING WALLWETLAND #118'30'9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.)9'(TYP.) 9' (TYP.) 18' 197.8'LOT 1BLOCK 2MONUMENT SIGNFOR LOTS 1-3BLOCK 2COMBINED PYLON SIGNFOR ALL BLOCK 1 & 2PROPERTIESLOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2FUTUREBUILDING9'(TYP.)17'18'30'12'24'18'9'(TYP.)9'(TYP.)9'(TYP.)24'36'24'36'24'36'24'18'29'19'10'9'(TYP.)18'30'18'6'6'18'30'18'9'(TYP.)9'(TYP.)9'(TYP.)9' (TYP.) 14'14'22'22'247.8'35'382220202417177181712371527333838R4'R4'R4 'R4'R4 'R3 . 5 'R8'R8 'R25'R5'R3.5'R3.5'R3.5'R20'R3.5'R4'R 4 ' R25' R106'R74' R12' R 2 5 ' R70' R5'R10'R3.5'R3.5'R6'R5'R20'R25'R25'R25'R25'R3.5'R3.5'R20'R3.5'R74'R106' R 1 5 ' R2'R2'R4'R4'R4'R4'R 4 'R4'R4'R4'R4'R4'R4'R4'R 4 'R4'R4' R4 'R4'R40'R3.5'R3.5'R3 . 5 '2ac15,000 SF32' 5.5' 5'7R 3 . 5 'R3.5'R28'R3.5'24'R5'R3.5'R3.5'R5'R3.5'R3.5'R3.5'(2) BARRICADESMUTCD TYPE 111"STOP" SIGNMNMUTCD R1-1"STOP" SIGNMNMUTCD R1-1107'4107'86.5'250'403.96'4"STOP" SIGNMNMUTCD R1-1C7.23BOLLARD WITHADA SIGN (TYP.)C7.23BOLLARD WITHADA SIGN (TYP.)C7.24BOLLARD(TYP.)4acR20'R20'R3.5'R3.5'7PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALLOT 1 BLOCK 2SITE PLANC2.1NORTH0 40 80Total Parking Stalls Required37,536 s.f. / 250 = 151 stallsRequired Parking:37,536 s.f. Total gross floor areaOne Stall per 250 s.f. of gross floor area used for sales or customer service. One stall per 2,000 s.f. of outside sales/display area. 6346352Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)(9x18)166The Property is Zoned C - CommercialBuilding Setback Information is as follows:Front Yard = 30 ft.Rear = 30 ft.Side (interior) = 10 ft.Side (corner) = 25 ftParking Setback Information is as follows:Front Yard = 15 ft.Rear = 10 ft.Side (interior) = 10 ft.Side (corner) = 15 ftLot Coverage Information is as follows:Lot Area Minimum = 20,000 s.f. = 0.46 ac.Lot Width Minimum = 100 ft.Total Site Area = 742,967 s.f. = 17.06 ac.ImperviousPerviousTotal269,112199,38969,723s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:269,1120269,112s.f.s.f.s.f.6.184.581.606.180.006.18Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.GENERAL NOTESPARKING SUMMARY (LOT 1 - BLOCK 2)AREA SUMMARY (LOT 1 - BLOCK 2)ZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)ImperviousPerviousTotal116,44087,33029,110s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:116,4400116,440s.f.s.f.s.f.2.702.030.672.6702.67AREA SUMMARY (FUTURE LOT 2 - BLOCK 2)100.0%75.0%25.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal312,863234,64778,216s.fs.f.s.f.ImperviousProposed (Assume 75% Max. Impervious Area):TotalPerviousExisting:312,8630312,863s.f.s.f.s.f.7.185.381.807.1807.18AREA SUMMARY (FUTURE LOT 3 - BLOCK 2)100.0%75.0%25.0%100.0%0.0%100.0%ac.ac.ac.ac.ac.ac.ImperviousPerviousTotal40,68125,96714,714s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:40,681040,681s.f.s.f.s.f.0.930.600.330.930.000.93AREA SUMMARY (LOT 1 - BLOCK 1)ac.ac.ac.ac.ac.ac.ea.ea.ea.ea.100.0%63.8%36.2%100.0%0.0%100.0%100.0%74.1%25.9%100.0%0.0%100.0%100.0%0.0%100.0%2.3.4.5.6.7.1.29,970 s.f. Total outside sales/display area29,970 s.f. / 2,000 = 15 stallsCustomer Parking - 126 stallsEmployee Parking - 40 stallsOff-Street Loading Area - 12' x 50' PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> ST S>>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSTS >> SAN >SAN >LSSLSSLSSLSS STS >>STS >>STS >>STS>>STS>>STS>>TEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.50DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENTSOUTHWEST DRIANAGE DITCHHWL=981.50(PRIVATELY OWNED AND MAINTAINED)HWL=981.85CABX ST COBX CABX SS CABX CABX TNHSSHYDSSSSHYDHYDSS SSHYD SSHYDSS HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150RETAINING WALLWETLAND #1STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN > SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> ST S>>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSTS >> SAN >SAN >LSSLSSLSSLSS STS >>STS >>STS >>STS>>STS>>STS>>L2.11ENLARGEDLANDSCAPE PLAN(1) PIST(3) PIA8(3) PID8(3) PIGL(1) PID8(1) ABC8(1) PIST(1) PIST(1) TILG(2) BENI(2) TILG(2) BENI(1) TILG(3) ABC8(2) PIA8(1) ABC8(2) PIGL(2) PID8(2) PIST(2) PID10(2) PIA8(3) PID6(2) ABC10(1) PIA8(2) PID8(2) PID8(1) ABC10(1) PIA8(2) PID10(2) PIA6(2) ABC6(1) ABC10(1) PIA6(1) PID10(3) ABC6(2) ABC10(2) PIA6(2) PIA6(2) ABC10(1) ABC6(3) PID6(1) ABC8(2) PIA8(2) PID10(3) PIGL(2) PIA6(1) ABC6(1) ABC10(1) PIA8(1) ABC6(1) ABC8(3) PID10(3) ABC6(2) PIGL(2) ASFF(3) PID10(3) PID6(2) PIGL(2) PID10(4) ABC6(3) PIA6(1) PIA8(1) PIA8(1) PID10(1) PIA8(1) PIA8(3) PIGL(3) PID10(4) ABC8(2) PIST(2) PIA6(3) ABC6(3) PIA8(2) PID6(2) PIGL(3) ABC10(5) PIGL(3) ABC6(5) PIST(2) PID10(2) PIA6(1) PIGL(1) ABC10(1) PID10(1) QUBI(1) PIST(1) QUBI(1) PIA8(1) PID10(1) PIST(1) QUBI(1) ABC10(1) PIA8(1) PID10(1) ABC8(1) QUBI(1) QUBI(1) ABC10(2) PIA6(1) PID8(1) ACRU(2) ACRU(1) GLTR(1) ACRU7(TYP)7(TYP)14(TYP)14(TYP)15(TYP)15(TYP)L7.1LP2.4CONIFEROUS TREE ON SLOPEPLANTING (TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)218(TYP)17(TYP)18(TYP)18(TYP)18(TYP)18(TYP)18(TYP)L7.1LP2.3CONIFEROUS TREEPLANTING (TYP)(P)22(TYP)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)(P)L7.16' PRIVACY FENCE(TYP)AAL7.1A-ASECTIONA-ACONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONABC10 15 Abies concolorWhite Fir40`H x 20`W 10` HT.B & BABC6 21 Abies concolorWhite Fir40`H x 20`W 6` HT.B & BABC8 12 Abies concolorWhite Fir40`H x 20`W 8` HTB & BPIA6 18 Picea abiesNorway Spruce50`H x 30`W 6` HT.B & BPIA8 21 Picea abiesNorway Spruce50`H x 30`W 8` HTB & BPIGL 26 Picea glaucaWhite Spruce50`H x 20`W 8` HTB & BPID10 24 Picea glauca `Densata`Black Hills Spruce45`H x 20`W 10` HT.B & BPID6 11 Picea glauca `Densata`Black Hills Spruce45`H x 20`W 6` HT.B & BPID8 11 Picea glauca `Densata`Black Hills Spruce45`H x 20`W 8` HTB & BPIST 14 Pinus strobusEastern White Pine80`H x 40`W 8` HTB & BDECIDUOUS SHADE TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU 15 Acer rubrum `Autumn Spire`Autumn Spire Maple 50`H x 25`W 2.5" Cal. B & BASFF 2 Acer saccharum `Fall Fiesta`Fall Fiesta Sugar Maple 60`H x 50`W 2.5"CalB & BBENI 4 Betula nigraRiver Birch60`H x 50`W 2.5"CalB & BGLTR 15 Gleditsia triacanthos `Impcole` TM Impcole Honeylocust 30`H x 35`W 2.5"CalB & BQUBI 5 Quercus bicolorSwamp White Oak55`H x 55`W 2.5"CalB & BTILG 8 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"CalB & BSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONJUHU 15 Juniperus horizontalis `Hughes`Hughes Juniper0.5`H x 7`W 5 GAL.POTJUKA 13 Juniperus x pfitzeriana `Kallay`s Compact` Kallay`s Compact Juniper 3`H x 5`W 5 GAL.POTTAXT 56 Taxus x media `Tauntonii`Tauton Yew4`H x 5`W #5POTGRASSESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONSCSB 14 Schizachyrium scoparium `Blue Heaven` Blue Heaven Little Bluestem 2`H x 3`W 1 GAL.POTSPHE 147 Sporobolus heterolepisPrairie Dropseed3`H x 3`W #2POTPERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONYUCI 20 Yucca filamentosa `Ivory Tower`Ivory Tower Yucca4`H x 4`W 1 GAL.POTPROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL03/16/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALOVERALLLANDSCAPE PLANL2.0Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction.Edge planting beds with 5-inch, 18" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent tocurbing, walks or buildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule andthe number shown on the Drawing, the Drawing shall govern.Trees shown in 'Future Plantings' area count towards total quantities for project but will be installed during a later phase.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawingsand system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicablecodes and obtain all necessary permits from local jurisdiction.Seed mixtures (MNDOT 25-131, MNDOT 33-261 and MNDOT 33-262) as defined in current MNDOT Seeding Manual. Seed mixture(BWSR Native Grass Waterway General) as defined by Minnesota Board of Water and Soil Resources. Native Seeds shall be ofMinnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to theOwner 30 days minimum prior to installation. Refer to Legend below.Remainder of Lots 2 &3, Block 2 shall be seeded with MNDOT 21-112 (Winter Wheat Cover Crop). Seed at rate of 100.0 lbs/acre.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for requirederosion prevention and sediment control.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.Six (6') foot privacy fence. Trex or other selected by Owner. Color: TBD.Callout (P) designates a required Interior Parking Area shade tree. See summary in table below.2.3.4.5.6.9.11.13.16.19.20.22.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.OVERALL PLANT SCHEDULEDenotes area of sodDenotes rock mulchCITY REQUIREMENTS7.8.10.12.14.15.City of Lake Elmo Code - Overall development requirements (16 acres)1. Disturbed land = 5 trees per acre disturbed2. Existing tree replacements(Equivalent trees) See sheet C1.4 for calculationsRequired81 trees153.5 inches(76 trees)Provided204 trees155.5 inches(77 trees)LEGENDNORTH0 60 120Denotes Low Maintenance Turf seed mix (MNDOT 25-131)Seed at rate of 220 lbs/acre.Denotes Stormwater seed mix (MNDOT 33-261)Seed at rate of 35 lbs/acre.17.City of Lake Elmo Code - Lot 1 Block 1 requirements (6.2 acres)1. Interior parking area = min 5% shall be landscaped2. Parking area trees = 1 tree per 15 spaces3. Parking at public R.O.W. = 1 deciduous tree per 50 l.f.4. Screening adjacent to Residential District = 1 tree per 40 l.f.5. Disturbed land = 5 trees per acre disturbedRequired6,967 s.f.23 trees 5 trees31 trees31 treesProvided7,675 s.f.23 trees 5 trees31 trees59 trees21.Denotes Native Grass Waterway seed mix (BWSR)Seed at rate of 45.21 lbs/acre.18.Denotes Dry Swale/Pond seed mix (MNDOT 33-262)Seed at rate of 44.0 lbs/acre.Notes and Additional Plantings1. Additional trees for screening on north and west2. Required street trees along Hudson Blvd are notproposed due to 10' min. separation from utilitylines per City Code. Applicant has asked for PUDflexibility for this requirement.3. Total required tree and shrub quantities areprovided on-site.Requirednot requiredProvided86 trees CONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONPIGL 3 Picea glaucaWhite Spruce50`H x 20`W 8` HTB & BDECIDUOUS SHADE TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU 13 Acer rubrum `Autumn Spire`Autumn Spire Maple 50`H x 25`W 2.5" Cal. B & BGLTR 14 Gleditsia triacanthos `Impcole` TM Impcole Honeylocust 30`H x 35`W 2.5"CalB & BTILG 4 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"CalB & BSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONJUHU 15 Juniperus horizontalis `Hughes`Hughes Juniper0.5`H x 7`W 5 GAL.POTJUKA 13 Juniperus x pfitzeriana `Kallay`s Compact` Kallay`s Compact Juniper 3`H x 5`W 5 GAL.POTTAXT 56 Taxus x media `Tauntonii`Tauton Yew4`H x 5`W #5POTGRASSESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONSCSB 14 Schizachyrium scoparium `Blue Heaven` Blue Heaven Little Bluestem 2`H x 3`W 1 GAL.POTSPHE 147 Sporobolus heterolepisPrairie Dropseed3`H x 3`W #2POTPERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONYUCI 20 Yucca filamentosa `Ivory Tower`Ivory Tower Yucca4`H x 4`W 1 GAL.POTPROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS>>STS>>STS>>STS>>STS >>SAN >>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSSSTS>>THWL=971.48NWL=967.50BTM=964.50WETLAND BUFFERDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTSOUTHWEST DRIANAGE DITCHHWL=981.50(PRIVATELY OWNED AND MAINTAINED)LOT 1BLOCK 2(3) PIGL(37) SPHE(13) JUKA(3) JUHU(39) SPHE(3) JUHU(1) ACRU(1) ACRU(1) ACRU(8) SPHE(9) YUCI(6) SCSB(8) SCSB(6) YUCI(17) SPHE(23) SPHE(12) SPHE(4) TILG(6) JUHU(1) ACRU(1) ACRU(56) TAXT(5) GLTR(1) GLTR(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) GLTR(3) GLTR(2) GLTR(2) GLTR(5) SPHE(3) YUCI(6) SPHE(2) YUCI(3) JUHU13(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)8(TYP)8(TYP)8(TYP)8(TYP)8(TYP)8(TYP)12(TYP)12(TYP)1313(TYP)13(TYP)15(TYP)15(TYP) (TYP)15(TYP)14(TYP)L7.1LP2.1DECIDUOUS TREEPLANTING (TYP)L7.1LP2.3CONIFEROUS TREEPLANTING (TYP)L7.1LP2.5SHRUBPLANTING (TYP)L7.14PERENNIALPLANTING (TYP)8(TYP)8(TYP)8(TYP)8(TYP)15(TYP)13(TYP)L7.1LP2.1DECIDUOUS TREEPLANTING (TYP)PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL03/16/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALENLARGEDLANDSCAPE PLANL2.1PLANT SCHEDULENORTH0 30 60Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 4 inches of topsoil and sod all turf areas disturbed by Construction.Edge planting beds with 5-inch, 18" thick, black, commercial grade steel edging (Sur-Loc or approved equal) except where adjacent tocurbing, walks or buildings.Place plants according to layout with proper nominal spacing. Quantities shown in Plant Schedule are for this sheet only. See sheetL2.0 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on theDrawing, the Drawing shall govern.Trees shown in 'Future Plantings' area count towards total quantities for project but will be installed during a later phase.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawingsand system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicablecodes and obtain all necessary permits from local jurisdiction.Seed mixtures (MNDOT 25-131, MNDOT 33-261 and MNDOT 33-262) as defined in current MNDOT Seeding Manual. Native Seedsshall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentationto the Owner 30 days minimum prior to installation.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for requirederosion prevention and sediment control.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes.2.3.4.5.6.9.10.11.16.17.18.19.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.7.8.12.13.14.15.Denotes area of sodDenotes rock mulchLEGEND PROJECT NUMBER:DRAWING TITLEELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Landscape Architect under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTAL03/16/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTAL12"6"MIN.MIN.SPACING VARIES(SEE PLANS)IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NO SCALEPERENNIAL PLANTING18" MIN.SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EXISTING SUBGRADEBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED.(SEE PLANS)REFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE PLANTING BEDEDGINGMULCHCREATE SAUCER AROUND PLANTWITH PLANTING SOILPERENNIALPLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1) FOOT FROM EDGE OF PLANTING BED4LANDSCAPEDETAILSL7.010'PROPOSEDCONIFEROUS TREE6'PROPOSED PRIVACY FENCEPROPERTY LINEPROPOSED BUILDING30'5'NO SCALESECTION A-A5