Loading...
HomeMy WebLinkAbout#14 - Drake and DQ Final Plat and PUDSTAFF REPORT CITY COUNCIL DATE: 5/16/23 TO: Lake Elmo City Council FROM: Jenni Faulkner, Consulting Senior Planner Nathan Fuerst, Consulting Planner AGENDA ITEM: Public Hearing- Drake Motor Partners for Final Plat/Planned Unit Development BACKGROUND: On March 21, 2023 the City Council conditionally approved an application from Drake Motor Partners 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. Since their preliminary approval, the Applicant’s team has worked with City Staff to satisfy the conditions of preliminary plat approval. They have since revised plans according to the approvals granted in March and are seeking the Final approvals required to entitle their development. The City does not require final plat or PUD requests to be reviewed by the Planning Commission. As such, City staff have reviewed this application for conformance with the City’s previous conditions and approvals, and for conformance with existing City Standards. City Council Meeting May 16, 2023 Page 2 ISSUE BEFORE THE CITY COUNCIL: The City Council is asked to review and make a determination on the Final Plat, and Final Planned Unit Development (PUD). The Council should discuss the proposed development and make a decision on the application by adoption of a PUD Ordinance, resolution with findings and conditions, and approval of the Development Agreement. 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 – 4/14/23 60 Day Deadline – 6/13/23 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: Plat Summary: Total Site Area 17.06 acres Right-of-Way (R/W) 0.09 acres Wetlands 0.09 acres City Council Meeting May 16, 2023 Page 3 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. The users of Lots 2 and 3 are unknown at this time. 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. Final Plat and PUD Conformance The development is being proposed as a PUD because of the unique layout (Hudson Blvd through the subdivision) with a private access drive 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 to better utilize site features and to obtain a higher quality of development. PUD Deviations 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. When evaluating the preliminary PUD, the Council found three objectives met along with the minimum PUD requirements. Requested PUD Deviations/Flexibility: 1. Block 2 lots to have sole access from private driveway. 2. Lot 3, Block 2 to be created without street frontage. 3. Shared access is allowed between Lot 1, Block 1 and the adjacent commercial development. 4. 41-foot driveway width for combined Lots 1 & 2, Block 2. (This is to accommodate delivery trucks and for safety reasons). 5. A deviation to allow compatible, but not the same materials for trash enclosures. 6. Consider the longer front lot line of Lot 1 Block 1 the front (it’s a corner lot). 7. Required screening from residential to not have a 6-foot-tall fence along the westerly lot line of Lot 1 Block 2 in front of the retaining existing adjacent retaining wall. (Placing a fence in front of the retaining wall does not improve the screening between uses). 8. Deviation to not meet the one tree per 50 feet of frontage along north side of Hudson Boulevard and parking lot screening due to existing utilities and overhead powerlines that City Council Meeting May 16, 2023 Page 4 will remain in the boulevard area and proposed sidewalk/trail. These plantings are proposed along the private drive within Block 2. 9. Lighting to exceed 0.4-foot candles at the property line between Lots 1-2, Block 2 and on Lot 1, Block 1. 10. 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. 11. Deviations to design guidelines for Lot 1, Block1 including allowing more than 60% parking frontage on a public street and allow primary colors for exterior materials. PUD Ordinance: The City Code requires the Council adopt a PUD Ordinance as part of a PUD approval. It is attached for review and Council consideration. The ordinance details the permitted uses proposed in this PUD. The ordinance details future uses to be the following: a) All of the permitted uses within the C- Commercial zoning district b) All the auto dealer uses as in the proposed plans c) Fast-food uses as in the proposed plans (DQ) d) Indoor recreation facility e) Daycare f) Conditional or interim uses shall be subject to approval as outlined in the City Code. Accessory uses are the same as those allowed in the C-Commercial District. Bulk Standards are the same as those in the C-Commercial Zoning District unless otherwise noted in the PUD (Deviation or flexibility given). Other provisions in the PUD Ordinance (which were preliminary PUD conditions of approval) include: 1. 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. 2. Future development of Lots 2-3 Block 2 shall provide a minimum of 25% open space. 3. A maximum height of 30 feet shall be required for the future development of Lots 2 and 3, Block 2. 4. 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. 5. The future use of Lot 3, Block 2 shall comply with the screening requirements from abutting residential uses to the north. 6. For purposes of this PUD and allowed signage, the private driveway shall be considered street frontage. No wall signage is allowed on Block 2 facing north or west. City Council Meeting May 16, 2023 Page 5 7. 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. 8. Except for the fast-food restaurant use, no outdoor speakers are allowed. Sound from any speakers used on the restaurant premises shall not be audible above a level of normal conversation at the boundary of any surrounding residential district or on any residential property. 9. Each food or beverage drive-through business shall maintain refuse receptacles at all exits. 10. Sign permits are required and they must comply with the approved Comprehensive Sign Plan and City Ordinances. 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 property lines. The proposed development of Lot 1 meets setbacks as measured from the back of curb (implied property line). A provision has been added to the PUD Ordinance 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. as the lot is abutting the street right-of-way on both sides. 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. feet 40,681 sq. feet 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 n/a City Council Meeting May 16, 2023 Page 6 55 feet east (to drive centerline) 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. Said provision has been added to the PUD Ordinance. 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. This provision has been included in the PUD Ordinance. Architecture: During the preliminary plat and PUD review, staff found this use of the auto dealer and fast-food restaurant to be consistent with applicable City design standards. The final plans submitted are consistent with the preliminary approval. 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 • Deviation for trash enclosure to have painted CMU blocks and steel gates in lieu of same materials as principal building as was approved with preliminary PUD have been carried forward into the final PUD. 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 City Council Meeting May 16, 2023 Page 7 • Deviation for trash enclosure to have painted CMU blocks and composite gates in lieu of same materials as principal building as was approved with preliminary PUD have been carried forward into the final PUD. Design Review Guidelines: The standards in the guidelines call for aesthetically pleasing and compatible site design. The proposed two sites generally meet the standards. The two buildings are modern in design and colors and of good architectural materials. 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. Interstate Corridor Overlay District 105.04.590 : This overlay applies to lands near the interstate. The proposed PUD complies with the requirements. The amount of metal allowed (50% maximum) is not exceeded on any façade. Parking and Loading: The final plans are consistent with the preliminary plans and provide parking that meets the ordinance requirements for both proposed uses. They have also provided a location for the required off-street loading zone for the auto dealer (it’s in the drive aisle near the trash enclosure). The drive aisle widths on the fast-food site are not met, however there is enough room to mee the ordinance. A condition has been added that the plans be revised indicating driveway widths that meet the ordinance. Standards for Automotive/Vehicular uses 105.12.530 City code specifies specific standards for car washes and sales and storage lots. This proposal meets the requirements and is consistent with the preliminary approval. The proposed car wash is inside the building and not for public use. Conditions are included in the PUD Ordinance relating to repairs being conducted within the building and that no outdoor speakers are allowed except for the fast-food drive-through restaurant. 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, except for drive lane width. The plans shall be revised to indicate compliance with the City Code. A condition is included. A provision in the ordinance recites current noise provisions and that refuse receptacles are at all exits. Landscaping and Tree Preservation: The City’s Landscape Architect has reviewed the proposed plans and provided comments dated May 2, 2023. The tree preservation plan reflects the preliminary PUD approval with 76 caliper inches required to be replanted. A condition is in the Landscape Architect’s memo requesting that the East Infiltration Basin located on Lot 3, Block 2 be redesigned to maximize tree preservation if soils permit. Overall, the landscape plan has been modified to meet previous Landscape Architect’s comments. However, a few minor items remain outstanding. A revised landscape plan meeting ordinance requirements is required to be submitted with prior to release of the final plat. 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. This area is located along the north side of Hudson Blvd. City Council Meeting May 16, 2023 Page 8 Screening 105.04.040: Screening is required along Lot 1 Block 2 and Lot 3 Block 2 as they both abut residential uses. The screening plan is consistent with preliminary plan and PUD approval. Required screening is to be minimum 6 feet tall (above elevation of less intensive use) and 90% opaque year-round. The applicant is proposing a variety of 6-10’ tall coniferous trees within the westerly and northerly buffer areas. The grade difference ranges from 4-12’ along that side lot line. The applicant is proposing a high quality 6 foot fence on the northerly lot line and the westerly lot line, until it meets the retaining wall on the adjacent residential lot. The fence is not proposed to be place in front of (below) the retaining wall. The slopes and adjacent retaining wall are problematic for achieving ordinance requirements. It is reasonable to grant a deviation for screening (fencing) given the topography of the buffer area. The proposed planting plan exceeds ordinance requirements and is a benefit to the PUD. Parkland Dedication 103.00.150: 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. 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 1,000 sq. feet of this wetland filled which is adjacent to Hudson Boulevard. A condition regarding required mitigation is included. Streets and Access: Access is consistent with the preliminary approval. 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. Due to Fire Code regulations, there are limitations on the size of future buildings accessed from this private drive. A provision in the PUD Ordinance is that the total square feet of buildings on Lots 1-3 Block 2 not exceed 124,000 sq. feet unless a secondary access is approved by the City. Lot 1, Block 1 is 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 requested to allow lots to front on a private driveway versus a required public street (103.00.140). A Developers Agreement is required and part of this review. Lighting 105.04.070: City code requires that light fixtures be downcast and shielded. Light quantities shall not 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. A deviation is requested to allow footcandles to exceed ordinance requirements along the property line and within the private drive. The lighting plans (fixtures and foot-candles) have been updated from the preliminary approval. 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). There City Council Meeting May 16, 2023 Page 9 is downcast accent lighting in the front of the building. Foot candles exceed .4 at the property lines along the private drive, between Lots 1-2, Block 2. This is for security and safety reasons as the private drive functions like a private street. On the fast-food site, 18-foot-tall poles on 2-foot base are proposed (same height as the building). Foot candles proposed meet the requirements for the centerline of the street and front property lines. However, they exceed at the rear property line (I-94 side) and on the side abutting the retail strip mall. 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) and has more details provided at the preliminary approval. The applicant is proposing wall signs, ground signs, and directional and informational signs. Multiple deviations are being requested: 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; increased heigh for drive-thru menu board; and increase in square footage allowed for ground sign and wall signs. The signs will meet illumination standards. Sign permits are required, and they must comply with the approved Comprehensive Sign Plan and City Ordinances. 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 (up to 50% of that size). 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. Lot 1, Block 1, the fast-food restaurant has multiple wall signs on three of the four walls. The sign plan proposes two wall signs on three different facades. One of those facades does not have street frontage but is fronting on the shared commercial access to the east. No one wall is over 80 sq. feet combined, however the proposed sign plan would allow up to 150 sq. feet of wall sign per façade. Additionally, the sign plan calls for ancillary signs on facades less than 100 feet of frontage or no frontage. The sign plan includes a provision that the DQ menu board is approximately 7.5 feet tall where a maximum of 6 feet is permitted. Lot 1, Block 2, the automobile dealer is proposing a 150 sq. foot primary wall sign on the front of the building along with two 75 sq. foot ancillary signs (service sign and logo sign). The same walls signage is also proposed on the east façade facing the private driveway. The front of the automobile dealer is 200 feet equating to 200 sq feet of signage allowed on that façade and the east façade is 250 feet long resulting in up to 250 sq. feet of signage allowed (with the deviation that the private drive is considered a street for sign ordinance purposes). The proposed sign plan calls for up to 300 sq. feet and the proposed sign plan indicates 150 sq. feet is allowed per façade. Wall signage for Lot 2 and Lot 3 of Block 2 are unknown currently. The Comprehensive Sign Plan calls for 2-3 walls signs and 2 ancillary wall signs with a total of 300 sq. feet per façade being allowed opposed to a total of 150 sq. feet allowed. No future ground signs are contemplated. As buffer to the adjacent residential on Block 2, the applicant is proposing no wall signs face north or west. City Council Meeting May 16, 2023 Page 10 Two ground signs are proposed. Due to the location near the interstate, ground signs 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 faces the interstate. It is proposed to be 565 sq. feet. and containing a 108 sq. 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. After reviewing the location and alternatives for the proposed shared ground sign abutting Interstate I-94 on Lot 1 Block 1, the applicant is proposing a land swap with the city which would move the sign to the west in a triangle piece of land currently owned by the city (Hudson Blvd r- o-w area). In exchange for this unused portion of land, the city would get land within Lot 1 Block 1 abutting Hudson Blvd. This is a benefit to both parties as the city would get more control of land abutting the street and the developer would get land the city has no use for abutting I-94 for their sign. A condition is added that the land exchange is to be completed prior to issuance of a sign permit for said ground sign. If for some reason the land exchange is technically not feasible, then the developer could grant the city an easement for the piece and the city could grant the developer an Encroachment Agreement. However, both parties prefer the land swap as the first option to pursue and the Developer has submitted the paperwork for the lot line adjustment which could be executed after the final plat is recorded. City Engineer Comments: See attached memo dated May 6, 2023. Most of the comments relate to easements and proper dedication of easements. A standard condition of Final Plat 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, is also included along with obtaining necessary permits. Fire Chief Comments: There are no major outstanding items. Any remaining items will be addressed upon building permit review. See attached memo dated April 17, 2023. Due to access on Block 2, the square footage of future building is limited by the Fire Code. This has been articulated in the PUD Ordinance. 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. MnDOT Comments: There are no outstanding issues. Comments regarding ADA compliance for the sidewalk have been made as well as the potential for a drainage permit and potential r-o-w permit needed. City Attorney Review: The City Attorney has provided a plat opinion and is comfortable with the plat proceeding for Council review. City Council Meeting May 16, 2023 Page 11 Development Agreement: The Development Agreement has been prepared and the applicant agrees with the terms. The Agreement is typical and outlines the required public improvements, timing for permits, securities for improvements, etc. The Development Agreement does not include the future buyers (DQ otherwise) to be a party. Therefore a condition is included to require the future owner of Lot 1, Block 1 (the DQ) to enter into a Site Work Agreement prior to any permit being issued. PRELIMINARY PLAT/PUD CONDITIONS OF APPROVAL 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. Condition satisfied. 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) Condition Satisfied. 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 facade; to incorporate landscape features around the base of all permanent ground signs; provide foot candle measurements or statement to meet the ordinance. Condition Satisfied. 4. That the application for final plat and final PUD Plans identify all requests for flexibility from the City Code. Condition Satisfied. 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. Condition Satisfied, however, some outstanding items remain and are a condition of final plat approval. 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. Condition Satisfied, however, some outstanding items remain and are a condition of final plat approval. 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. Condition Satisfied, however, some outstanding items remain and are a condition of final plat approval. 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. No comments received; Condition satisfied. 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. Condition Satisfied, however, some outstanding items remain and are a condition of final plat approval. 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. Condition satisfied. City Council Meeting May 16, 2023 Page 12 11. The Final Plat/Final PUD shall include all necessary and additional public right-of-way and easements. Condition satisfied. 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. Condition of Final Plat Approval. 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. Condition of Final Plat Approval. 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. This has been incorporated into the PUD Ordinance. 15. Future development of Lots 2-3 Block 2 shall provide a minimum of 25% open space. This has been incorporated into the PUD Ordinance. 16. A maximum height of 30 feet shall be required for the future development of Lots 2 and 3, Block 2. This has been incorporated into the PUD Ordinance. 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. This has been incorporated into the PUD Ordinance. 18. The future use of Lot 3, Block 2 shall comply with the screening requirements from abutting residential uses to the north. This has been incorporated into the PUD Ordinance. 19. For purposes of this PUD and allowed signage, the private driveway shall be considered street frontage. This has been incorporated into the PUD Ordinance. 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. This has been incorporated into the PUD Ordinance. 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. This has been incorporated into the PUD Ordinance. 22. Each food or beverage drive-through business shall maintain refuse receptacles at all exits. This has been incorporated into the PUD Ordinance. 23. Sign permits are required and they must comply with the approved Comprehensive Sign Plan and City Ordinances. This has been incorporated into the PUD Ordinance. 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. Condition of Final Plat Approval. 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. Condition of Final Plat Approval. 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. Condition of Final Plat Approval. 27. A wetland permit is required for the proposed wetland filling. Required wetland mitigation shall be provided for at the time of permit. Condition of Final Plat Approval. City Council Meeting May 16, 2023 Page 13 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. Condition of Final Plat Approval. 29. Park dedication in the amount of $102,360.00 shall be paid prior to paid prior to recording of the final plat. This condition will be met upon 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. This condition will be met upon recording of 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. This condition will be met upon recording of the final plat. 32. The finalization, adoption, and publication of an overlay district ordinance shall occur before the recording of the final plat. This condition will be met upon 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. This condition will be met upon recording of the final plat. 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. This condition is carried over to allow for grading prior to recording of the final plat. 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. Condition satisfied. 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. This condition is no longer needed. RECOMMENDED FINDINGS: Recommended Findings for Final Plat/Final 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 final plat and Final PUD Plan is consistent with the preliminary plat and Preliminary PUD Plan approval. 2. That the Final PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. City Council Meeting May 16, 2023 Page 14 3. That the Final PUD Plan complies with the general intent of the C- Commercial zoning district with PUD modifications. 4. That the Final PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 5. That the final plat generally complies with the City’s Subdivision regulations. 6. That the final plat generally complies with the City’s design standards. 7. That the final plat generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 8. That the final plat and PUD Plan must be revised to address the comments noted in the City Engineer’s memorandum. 9. That the final PUD Plan must be revised to be consistent with City’s landscape plan and tree replacement standards pursuant to the Landscape Architects memo. 10. That the final plat and PUD Plan must be revised to address the comments noted in the Fire Department memo. 11. That the final PUD Plan meets the minimum requirements for a PUD. 12. That the final 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 significant site specific plantings proposed to buffer the adjacent residential uses and to the most reasonable extent possible, existing trees are being preserved within the buffer area. 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. City Council Meeting May 16, 2023 Page 15 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. 13. That the site will be served by public utilities, not have a detrimental impact on traffic, supply adequate off-street parking. 14. That the proposed land uses will be compatible both in terms of internal site plans, and with regard to adjacent land uses. 15. That the site complies with wetland, stormwater management requirements. 16. That the use will maintain standards of architectural design and building quality consistent with the uniform building code and all other applicable city codes, 17. That the proposed use will not create fiscal problems for the city or adversely impact the health, safety, or welfare of the city. 18. That the applicant has proposed significant mitigating efforts to buffer the proposed commercial uses on Block 2 form the adjacent residential uses including no wall signs facing north or west, additional landscaping, and higher quality fencing materials. 19. That the proposed uses will bring commerce and employment to the city. Recommended Conditions of Approval. Staff recommends the City Council approve the final PUD and final plat for PID 34.029.21.44.0006 and 34.029.21.44.0004 as proposed with the following conditions: 1. The Final Plat/Final PUD approval is conditioned upon the applicant meeting all City standards and design requirements unless specifically addressed otherwise in these conditions. 2. Prior to the City releasing the final plat, the applicant shall address all comments in the City Engineer's memo dated May 9, 2023 to the satisfaction of the City Engineer. 3. Prior to the City releasing the final plat the applicant shall revise the landscape plan and tree preservation plan in accordance with the City Landscape Architect's memo dated May 2, 2023 to the satisfaction of the City Landscape Architect. 4. Prior to the City releasing the final plat, the applicant shall demonstrate compliance with the items listed in the April 17, 2023, memo from the Fire Department to the satisfaction of the Fire Chief. 5. 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. 6. The applicant shall verify compliance with Valley Branch Watershed (VBWD) comments and that the applicant provide the City evidence that all conditions attached to City Council Meeting May 16, 2023 Page 16 a VBWD permit will be met before the starting any grading activity on the site. 7. The applicant shall verify compliance with Minnesota Department of Transportation (MnDOT) comments (dated May 4, 2023) and permitting, and that the applicant provide the City evidence that all conditions attached to a MnDOT permit will be met before the starting any grading activity on the site. 8. 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. 9. A wetland permit is required for the proposed wetland filling. Required wetland mitigation shall be provided for at the time of permit. 10. 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. 11. Park dedication in the amount of $102,360.00 shall be paid prior to paid prior to recording of the final plat. 12. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 13. A landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 14. The finalization, adoption, and publication of an overlay district ordinance shall occur before the recording of the final plat. 15. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer's 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. 16. The Developer shall pay all outstanding taxes and assessments at the time of recording the final plat. 17. The Developer shall provide the City with a copy of final title insurance policy at the time of recording the final plat. 18. The future owner of Lot 1, Block 1 (the DQ) shall enter into a Site Work Agreement prior to any permit being issued for said lot. This will require separate securities for code compliance. 19. For Lot 1,Block 1, the drive aisle widths shall be modified to meet City Code minimum requirements prior to issuance of a permit. 20. 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. 21. 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. 22. The land exchange for the 50-foot-tall ground sign shall be completed prior to issuance of said sign permit. If the land exchange is technically not feasible, then the developer may grant the city an easement and the city may grant the developer an Encroachment Agreement to achieve the same purpose. City Council Meeting May 16, 2023 Page 17 23. Approval of the final plat expires if not recorded within 180 days of the approval date. Extensions may be granted per City Code 103.00.100(b)(7). FISCAL IMPACT: Prior to recording the Final Plat, the Applicant will pay the City fees for Utility Area and Impact Charges and Parkland Dedication. Building Permit fees will be collected at the time of permit issuance. The City is not providing financial assistance as part of this project. OPTIONS: The City Council may: • Approve the requests. • Approve the requests with conditions. • Deny the requests, citing findings of fact. RECOMMENDATION: Should the City Council agree with staff’s recommendations and findings, it should conditionally approve the proposed Final Plat, Final PUD, and Development Agreement for the subject property with the recommended findings and conditions of approval listed in the staff report. The following approvals will be required: “Motion to adopt Resolution 2023-047 approving the final plat and PUD requested by Jon Hauser, Drake Motor Partners Le LLC for the subject property based on the findings of fact and recommended conditions of approval listed in the staff report.” [AND] “Motion to adopt Ordinance 2023-011 adopting the PUD standards requested by Jon Hauser, Drake Motor Partners Le LLC for the project on the subject property.” [AND] “Motion to adopt Resolution 2023-048 authorizing summary publication of Ordinance 2023- 011.” [AND] “Motion to adopt Resolution 2023-046 approving Development Agreement with Jon Hauser, Drake Motor Partners LE LLC .” ATTACHMENTS: 1. Application Narrative, including proposed PUD uses 2. Final Plat, PUD, Architectural Plans Auto Dealer 3. Final Plat, PUD, Architectural Plans Fast Food 4. Comprehensive Sign Plan 5. Land Swap Description City Council Meeting May 16, 2023 Page 18 6. Fire Chief Memo 7. City Engineer Memo 8. Landscape Architect Memo 9. MnDOT Memo 10. Draft PUD Ordinance 11. Resolutions of Approval 12. Development Agreement 13. Public Comment Final Plat and Final Planned Unit Development Narrative Lake Elmo, MN Prepared for: April 14, 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 ............................................................................................................................................................ 3 Existing Conditions ................................................................................................................................................. 3 Final Plat ................................................................................................................................................................ 4 Site Plan ................................................................................................................................................................. 4 Comprehensive Sign Plan ....................................................................................................................................... 6 Planned Unit Development ...................................................................................................................................... 6 Proposed Uses ....................................................................................................................................................... 9 Summary .............................................................................................................................................................. 14 Contact Information .............................................................................................................................................. 14 Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 3 Introduction On behalf of Drake Motor Partners LE LLC, Landform is pleased to submit this application for Final Plat and Final 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. The development 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 April 14, 2023 DRS22002 4 Final Plat We are requesting approval of a final plat to establish four lots from two existing lots. The four proposed parcels comply with the minimum lot requirements with the exception of the minimum lot width for Lot 3, Block 2 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 an electric auto sales and service business. 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 comply with the preliminary PUD approvals: C District Allowed Lot 1, Block 1 Lot 1, Block 2 Lot 2, Block 2** Lot 3, Block 2** 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 April 14, 2023 DRS22002 5 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 is 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; the site complies as it will have access to Hudson Boulevard which is classified as a major collector in the Comprehensive Plan. The location of the private drive access from Hudson Boulevard aligns with the approved access location in the Hudson Boulevard Design Standards. None of the lots in Block 2 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 across the three lots north of Hudson Boulevard in Block 2 do not exceed this standard. 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. 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. Trash enclosures are situated along the north side of the building in compliance with the required setbacks. 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. A condition of the PUD approval restricts the building area and height for Block 2 to a total 124,000 square foot of building area and height of 30 feet. 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 166 parking stalls for the auto sales and service use and 352 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 Boulevard will be buffered by green space and landscaping materials. Landscape islands are provided throughout the development which break up the continuous hardscape. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 6 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 and Screening Landscaping provided for Lot 1, Block 1 is in compliance with the Zoning Ordinance requirements. Eleven deciduous trees and are provided along the perimeter of the site. The trees, in addition to 24 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 on the site exceeds the minimum requirements: 222 trees are provided where a minimum of 98 trees are required. A double row of trees is provided along the north and west property lines of Block 2, where the development abuts residential properties. Even though Lot 3, Block 2 will not be developed at this time, trees will be installed on this lot to provide screening for the residential properties when Lot 1, Block 2 is initially developed. A privacy fence will also be installed along the north and west property lines of Block 2 to provide further screening for residential properties. Enhanced landscaping is provided along the private drive to differentiate it as a shared roadway from which each lot has driveway access. Lot 2, Block 2 shows conceptual landscaping at this time. Landscaping for Lots 2 and 3, Block 2 will comply with the City requirements when they are developed in the future. Additionally, the landscape plan shows that 77 equivalent trees will be provided to replace the 76 equivalent trees that are being removed for development. Flexibility is provided 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. The required trees are planted elsewhere on site. Flexibility from the boulevard tree requirement is discussed further in this report. Phasing 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 PUD flexibility provided for signage is discussed further below in addition to the Comprehensive Sign Plan narrative. Planned Unit Development 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. PUD Flexibility PUD flexibility is provided to allow: 1. Lot 3, Block 2 without street frontage. 2. Access to the lots in Block 2 by means of a private drive. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 7 3. Shared driveway access for Lot 1, Block 1 and the previously approved adjacent commercial development. 4. Up to 300 square feet of wall signage on the south and east facades of buildings on Block 2 where up to 150 square feet of wall signage is permitted per street frontage. 5. One ground sign exceeding 30 feet tall and 250 square feet in area including increased surface area for a multi-color electronic variable message sign. And for the ground sign to be located off premise until a land swap agreement between the applicant and the city is in place. 6. Street frontage trees to be relocated along the proposed private drive. 7. Screening between different land uses and parking lots abutting residential districts. 8. Lighting glare exceeding four-tenths footcandles at the property line between: a. Lot 1, Block 2 and 9931 Hudson Boulevard N. b. Lots 1 and 2, Block 2. 9. Indoor recreational facilities and daycare operations as permitted uses in the PUD. 10. Maximum driveway width of 41 feet for the Block 2 private drive entrance where 30 feet is permitted. 11. Deviations to design guidelines for Lot 1, Block1 including allowing more than 60% parking frontage on a public street and primary colors for exterior materials. 12. Deviation to allow for compatible, but not the same building materials for trash enclosures. 13. Consider the longer lot line of Lot 1 Block 1 the front (it is a corner lot) 14. Deviation to allow more than 60% of the parking for Lot 1, Block 1 adjacent to the public street. 15. Deviation to allow for primary colors for exterior building materials on Lot 1, Block 1. Lot 3, Block 2 Street Frontage Flexibility is provided from the required 100-foot minimum lot width required for proposed Lot 3, Block 2. This 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 is designed as a local street and a driveway will provide access 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 provided to allow access to Block 2 via the 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. Flexibility is also provided to allow a 41-foot wide private driveway entrance in order to accommodate trucks and increase traffic safety. 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. Ground and Wall Signage Flexibility is provided for wall and ground (monument) signage which is being coordinated 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 provided from the sign standards. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 8 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 provided from the permitted height, sign area and setback standards for ground signs on properties located south of 5th Street and north of I-94. One multi-tenant monument sign for the entire development adjacent to 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. A revision from the preliminary approvals is requested to locate the 50-foot ground sign in the right-of-way. The City will provide an encroachment agreement to the applicant to allow the sign to be located in the right-of-way as shown on the plans. The applicant has provided the City with an easement area over Lot 1, Block 1 adjacent to Hudson Boulevard in exchange for the encroachment agreement. One multi-tenant ground 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 feet in area. The provided sign flexibility allows for coordinated signage which reduces the number of monument signs and provides a more uniform design. No ground signs are proposed for Lots 1 and 3, Block 2. Flexibility is provided to allow wall signs on multiple facades and increase the permitted area. The provided flexibility allows 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 provided 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. Buried utilities and overhead power lines along Hudson Boulevard conflict with potential planting areas. The required boulevard trees will be placed along the private drive and Hudson Boulevard in locations where there will be less conflict with the existing utilities. Lighting Flexibility is provided 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 property line shared by Lot 1, Block 1 and 9931 Hudson Boulevard N to the east. Lot 1, Block 1 shares access with the existing commercial property to the east and additional lighting is necessary for vehicle and pedestrian safety. The lighting at the residential property lines complies with City standards. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 9 Driveway Width Flexibility is provided to allow a commercial driveway width of 41-feet, greater than the 32-feet that is allowed by ordinance. The larger width allows for safer access for transport vehicles and also allows for dedicated right and left turn lanes for vehicles exiting the development and turning onto Hudson Boulevard. Trash Enclosure Materials Flexibility is provided to allow compatible, but not the same building materials for the trash enclosures. The trash enclosures will be constructed with concrete block, which is a standard building material for trash enclosures. The block color will be compatible with the principal building. Lot 1, Block 1 Front Yard Flexibility is provided to allow the longer lot line of Lot 1, Block 1 as the front. The lot is considered a corner lot and is surrounded on three sides by right-of-way. Lot 1, Block 1 Parking Flexibility is provided to allow more than 60% of the site parking for Lot 1, Block 1 to be adjacent to the public road. Lot 1, Block 1 is a remnant piece of property surrounded by right-of-way on three sides. The odd shape and small size limits where parking can be located. Lot 1, Block 1 Building Colors Flexibility is provided to allow the use of primary colors for exterior materials on Lot 1, Block 1. The building elevations include areas of red that match Dairy Queen’s branding. PUD Benefit Consider the following list of benefits that are 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. - Additional landscaping to screen project elements from adjacent residential properties to the west and north. While Lot 3, Block 2 is proposed for future development, landscape screening will be installed in the first phase of development. - A privacy fence along the west and north property lines to provide additional screening to adjacent residential lots, installed in advance of Lot 3, Block 2 development. - 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 Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 10 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. Should conditional or interim uses be proposed for future development, such uses shall be subject to conditions of approval as outlined in the City Code. 1. Uses already permitted in the Commercial district. 2. Indoor recreational facilities. 3. Daycare operations. 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. (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. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 11 (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. 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 Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 12 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: (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. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 13 (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. 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. Electric Auto Sales & Service, Lake Elmo, MN April 14, 2023 DRS22002 14 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 Final Plat and Final PUD to allow for the construction of the electric auto sales dealership and fast food restaurant (Dairy Queen) on the site. The final plat and final PUD are consistent with the preliminary approvals granted on March 21, 2023. We anticipate the application will be heard at the City Council on May 16th. 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. NORTHNO SCALEAREA LOCATION MAPWASHINGTON COUNTY, MINNESOTASITEINTERSTATE HIGHWAY NO. 94WOODBURY DRIVE KEATS AVE N LAKE ELMO AVE N INWOOD AVE NRADIO DRIVE MANNING AVE S MANNING AVE NVALLEY CREEK ROAD10TH ST N19131517B109416HUDSON BLVDEBERTZ ADDITION NORTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.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.SOUTH LINE OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4, SEC. 34, TWP. 29, RNG. 21.477.18740.46463.27290.88HUDSON BOULEVARD N.57.4410 . 0 0 N5 1 ° 0 8 ' 4 9 " W L=326.50R=758.51Δ=24°39'45"10.00S26 °29 '04 "ES38°51'11"W 110.19L=248.02R=868.51Δ=16°21'43"1 0 7 . 9 8 N 4 6 ° 0 3 ' 2 6 " WS00°00'44"W 202.94S30°29'10"W 34.5723.69N26°46 '32 "W N 4 8 ° 1 0 ' 2 6 "W 7 0 . 8 6S89°58'47"E 24.50N89°50'27"E 183.26 24.43S00°01'13"W30.00 S89°58'47"E24.53N00°01'13"EN89°50'27"E 18.2248.07S00°41'04"WN00°01'13"E 570.62S89°50'27"W 203.28 S89°58'47"E 349.29 24.75S00°00'51"W25.88N00°01'13"EN89°24'59"W 208.37 S00°01'26"E 143.39N00°00'10"E 222.61S89°58'47"E 170.04 S25°12'01 "E 89 .83N54°48'18"E 120.884 1 . 1 7 N 4 9 ° 2 6 ' 1 4 "WS35°12'28"W 216.9214. 8 6 S5 4 ° 3 6 ' 1 7 " E S46°16'03"W53.431 4 .6 3N34 ° 15 '17 "WN08°51'06"E44.18N30°39'16"E56.54N30°30'07"E 156.2841.42N00°41'04"EN89°35'40"E 13.388.87N00°20'44"W30.00 N89°35'45"W9.29S00°20'44"EN89°35'40"E 111.31 25 . 3 2 S5 1 ° 0 8 ' 4 9 " E N54°48'18"E 74.29N38°51'11"E 72.0420 . 4 3 S 4 9 ° 2 6 ' 1 4 " E S89°58'47"E 434.00 S89°58'47"E 228.24 S00°01'13"W 292.40L=51.19 R=90.00 Δ=32°35'16"S32°36'29"W 157.89L=103.79R=90.00Δ=66°04'18"2 2 . 5 7S3 3 ° 2 7 ' 4 9 " E TRUNK HIGHWAY 12Δ58.36S38°51'11"WL=94.39Δ=7°07'47"L=232.11Δ=17°31'58"10 0 1 0 0 159.32S00°01'25"E 286.0625.0442.89Drainage andUtlity EasementWETLAND131.8513.22S89°28'02"W 40.0029.50 25.20 25.21 29.6730.0015.07 4.6550.2814.691 0 . 0 0 13.9728 . 1 3 43.8463.20S46°55'52"W2 2 . 0 7 S 4 4 ° 5 5 ' 1 3 " E58.91N45°04'47"E49.00N75°58'20"E57.40S14°01'40"E22.00N75°58'20"E76.02N14°01'40"WL=177.72R=2764.79Δ=3°40'59"45.83 N89°58'34"E 25 . 2 9 S5 0 ° 3 2 ' 5 9 " E 5.00 119.08HIGHWAY EASEMENT PER DOC. NO. 90694 HIGHWAY EASEMENT PER DOC. NO. 90695 DRAINAGE ANDUTILITY EASEMENTPER DOC. NO.3963744DRAINAGE ANDUTILITY EASEMENTPER DOC. NO. 3963744HIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 118.0558.36L=330.80Δ=24°39'45"L=272.29Δ=20°18'01"28. 2 5 N5 7 ° 3 6 ' 3 7 " W30.00S32°23'23"W29. 2 5 S5 7 ° 3 6 ' 3 7 " E 53.61S30°29'10"WS30°37'36"W 86.39S89°58'47"E 269.85 30.00N00°01'13"ES89°58'47"E 262.96 36.62S08°51'06"W31 . 4 9S34 °1 5 ' 1 7 "ES46°16'03"W 81.9022.44S72°00'02"WS89°35'11"W 160.58 17.56S86°26'19"W 313.85 HUDSON BOULEVARD N. TRUNK HIGHWAY 12 S17°34'57"E 110.00S02°52'17"E 187.48N89°58'34"E 83.75N01°35'12"W 181.73N15°00'31"E 118.13N01°26'03"E 103.00S89°58'47"E 494.45 S77°39'10"W 181.43S00°01'13"W 60.99NORTH LINE OF TRUNK HIGHWAY NO. 12 PER DOC. NO. 3975938 SW COR OF THE SE 14 OFSECTION 34, TOWNSHIP 29,RANGE 21EBERTZ ADDITIONDenotes 1/2 inch iron pipe monument found and marked as shown.Denotes 1/2 inch by 14 inch iron pipe monument set and marked byLicense No. 24332.NORTH050100 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 NOTESMASS GRADINGOVERALL UTILITIESSTORM SEWERSANITARY & WATERSANITARY & WATER PLAN AND PROFILESANITARY & WATER PLAN AND PROFILESANITARY & WATER PLAN AND PROFILESANITARY & WATER PLAN AND PROFILECITY OF LAKE ELMO STANDARD UTILITY NOTESHUDSON BOULEVARD EXISTINGCONDITIONS & DEMOLITIONHUDSON BOULEVARD STRIPING AND SIGNAGEHUDSON BOULEVARD LAYOUT PLANHUDSON BOULEVARD PLAN & PROFILEHUDSON BOULEVARD PLAN & PROFILEHUDSON BOULEVARD STORM CROSS SECTIONSHUDSON 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 DETAILSCIVIL CONSTRUCTION DETAILSOVERALL LANDSCAPE PLANENLARGED LANDSCAPE PLANSOIL AMENDMENT PLANLANDSCAPE DETAILSAREA LOCATION MAPABBREVIATIONSSYMBOLSEROSION CONTROL SYMBOLSDRAWING SYMBOLSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERnnnLEGAL 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)WSOBITUMINOUSC0.1C1.1C1.2C1.4C2.0C2.1C3.0C3.1C3.2C3.3C3.4C3.5C4.0C4.1C4.2C4.3C4.4C4.5C4.6C4.7C5.1C5.2AC5.2BC5.3AC5.3BC5.3CC5.4C5.5C5.6C5.7C5.8C5.9C5.10C7.1C7.2C7.3C7.4C7.5L2.0L2.1L3.0L7.1C21C7.31122PROJECT 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX01.25.23 02.13.23 03.07.23 03.16.23 03.30.23 04.14.23SHEETS 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/LProperty 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/WRight 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:44803XXXXXXXXXXXXXXXXXXXXXXX12.21.22X XXXXXXXXXXX10TH 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX04/14/202304/14/2023XXXXXXXXXXXXXXXXXXXXXXX Δ18" X 29" ARCH PIPE FESINV=956.6218" X 29" ARCH PIPE FESINV=957.3318" X 29" ARCH PIPE FESINV=957.32CABX ST STMHRE=961.98COBX CABX SS SSMHRE=965.67CABX CB RE=964.9612" FESINV=962.35CABX T N H18" FESINV=966.5618" FESINV=967.75SS SSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)18" FESINV=972.7118" FESINV=974.0515" FESINV=992.22C B R E = 9 9 1 . 0 8 STMHRE=991.07CBRE=986.72INV=981.87 (18")HYD58" X 36" ARCH PIPE FESINV=981.50HYD SSSSMHRE=991.72 SSSSMHRE=984.80HYD H YD SS SSMHRE=974.86SS SSMHRE=973.89HYD SS SSMHRE=971.60INV=0.00 (0" -)INV=0.00 (0" -)H YDSSSSMHRE=1002.26CBRE=1001.48SSSSMHRE=998.7618" FESINV=991.6821" FESINV=994.0115" FESINV=991.88SKIMMER 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" FESDRAINAGE 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 HUDSO N B L V D. Public St r e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #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 50. 6 ' 49 . 9 ' 50 . 1 '50.7 'EXISTING HUDSONBOULEVARDCENTERLINEPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 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 CONDITIONSNORTH060120EXISTING 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 HUDSO N B L V D. Public St r 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 =17 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=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERS00°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"S3 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 °18 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACKDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT5' DRAINAGE &UTILITY EASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85DRAINAGE & UTILITYEASEMENTBLOCK 2LOT 2BLOCK 1LOT 1LOT 1LOT 350. 6 49 . 9 50 . 1 50.7EXISTING HUDSONBOULEVARDCENTERLINEOUTLOT A TO BE DEDICATEDTO THE CITY OFLAKE ELMOPROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALPRELIMINARY PLATC1.2NORTH060120The 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)BENCHMARKEBERTZ ADDITIONLEGENDExisting EasementProposed EasementProposed SetbackProperty LineUnderlying Parcel LineInterior Lot Line 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 PINE48922' ht, 10" cal. spruce49025’ ht, 10” cal. spruce49120' ht, multi stem scotch pine49220‘ ht, 12“ cal. scotch pine49320‘ ht, 10“ cal. scotch pine49422‘ ht, 10“ cal. spruce49512" cal. coffee tree49610" cal. coffee tree49720’ ht, 8” cal. scotch pine49818’ ht, 8” cal. scotch pine49920’ ht, 8” cal. scotch pine50030’ ht, 14” cal. spruce50130’ ht, 14” cal. Spruce50230’ ht, 14” cal. Spruce50330’ ht, 14” cal. scotch pine50415" cal. Ash, 2/3 dead50524" cal. Poplar50612" cal. Ash, 2/3 dead50715" cal. Poplar50817" cal. Poplar50912" cal. poplar51012" cal. Poplar51117" cal. Poplar51216" cal. Poplar5136" cal. LocustB-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-3098097697 6977 9 7 7 9779789 7 8 978979 9 7 9 97998098 0 98 1 98 1981 981 976 975 975973974976977978980981 9829859 84984985990 982983984986987988989991992993994990988989991992STS >>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> STS>>STS >> STS >>STS >>STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >> STS>>STS>>STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS>>STS >> STS >>STS >>STS >> STS >> STS >> STS >> STS >> STS >> STS >>STS >>STS >>STS >>STS >>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 >SAN >LSSLSSLSSLS S STS >>STS >>STS >>STS>>STS>>STS>>ST S>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS >>STS>>985990 986987988989991980985 979981982983984986987988 975974 976980981 981980 981 980981980980981T987 97097598098596696796896997197297397497697797897998198298398498698798097697797897997597099099510009899919929939949969979989991001990989991992990 989991 985986987988989980977978979981982983984 970969971972970966967968969971972972971972973974988975980985973974976977978979981982983984986987975974974976977978979 975 962963965966967968969970GRADING LIMITSGRADING LIMITSGRADING LIMITSGRADING LIMITS===========================GRADING LIMITS#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 PINE48922' ht, 10" cal. spruce49025’ ht, 10” cal. spruce49120' ht, multi stem scotch pine49220‘ ht, 12“ cal. scotch pine49320‘ ht, 10“ cal. scotch pine49422‘ ht, 10“ cal. spruce49512" cal. coffee tree49610" cal. coffee tree49720’ ht, 8” cal. scotch pine49818’ ht, 8” cal. scotch pine49920’ ht, 8” cal. scotch pine50030’ ht, 14” cal. spruce50130’ ht, 14” cal. Spruce50230’ ht, 14” cal. Spruce50330’ ht, 14” cal. scotch pine50415" cal. Ash, 2/3 dead50524" cal. Poplar50612" cal. Ash, 2/3 dead50715" cal. Poplar50817" cal. Poplar50912" cal. poplar51012" cal. Poplar51117" cal. Poplar51216" cal. Poplar5136" cal. LocustPROPOSEDMONUMENT SIGN===nnnnnnnnnnnnnnnnnnnnnnnnn GRADING LIMITS============C1.41TREE PROTECTIONFENCE (TYP)LOT 1BLOCK 2LOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2LOT 3BLOCK 2PROJECT 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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALNORTH060120TREE 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 TypeTotal inches Inches Removed (30% allowed) Inches Mitigated Replacement Inches RequiredHardwoods 6 6 4 2Coniferous 301 242 (80%) 152 (50%) 76 (19-8' ht. trees*)Common 0 0 0 0:Grading Limits===:Tree Protection Fencing* Existing trees located on City Property shall be exempt from tree removal/replacement requirements.*Height of replacement tree / 2 = caliper inches of creditINSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.8' O.C.2.5'4'(TYP)NO SCALETREE PROTECTION1DRIPLINEPOLYETHYLENE SAFETY NETTING, COLOR: ORANGE.THREE TIES PER POST.DRIPLINE 6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE,SPACED EIGHT (8) FEET ON CENTER.5" MULCH LAYER 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 =17 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=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERS00°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 °18 '0 1 "L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACK WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809 BASEF890PEDESTAL WALL CONNECTORE246 M809 BASEF890PEDESTAL WALL CONNECTOR E246M809 BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809 BASEF890PEDESTAL WALL CONNECTORE246 M809 BASEF890PEDESTAL WALL CONNECTOR E246M809 BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOST SOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85CABX ST COBX CABX SS CABX CABX SS HYD SS SSHYD H YD SS 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 StreetHUDSO N B L V D. Public St r 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.Six (6') foot privacy fence. Trex or similar approved by Owner. Color: TBD. See Sheet L2.0 and Detail L7.0/6.42-inch high chain link fence. See Detail C7.4/6.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%2.3.4.5.6.7.8.9.1.29,970 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALOVERALLSITE PLANC2.0NORTH060120 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 =17 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=971.49NWL=967.50BTM=964.50WETLANDBUFFERS00°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"S3 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 °18 '0 1"L=701.81R=815.00Δ=49°20'17"10' SIDE BUILDING & PARKING SETBACK WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOST SOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85CABXSS (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 HUDSO N B L V D. Public St r 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'R 4 'R3.5 ' R8' R 8 '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 ' R 4 'R4'R40'R3.5' R3.5' R 3 . 5 '2ac15,000 SF32' 5.5' 5'7R3. 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'R3.5'7889ADDITIONALRIGHT-OF-WAYDEDICATIONEASEMENTTO CITYSIGNENCROACHMENTAREA10'5'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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALLOT 1 BLOCK 2SITE PLANC2.1NORTH04080Total 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.Six (6') foot privacy fence. Trex or similar approved by Owner. Color: TBD. See Sheet L2.0 and Detail L7.0/6.42-inch high chain link fence. See Detail C7.4/6.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%2.3.4.5.6.7.8.9.1.29,970 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' CABX ST COBX CABX CABX CABX (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 HUDSO N B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING 98097697 6977 9 7 7 9779789 78 978979 9 7 9 97998098 0 981981 98 1 98 1 98 1 981 976 975 975973974976977978980981 9829859 84984985990 982983984986987988989991992993994990988989991992STS >>STS >>STS>>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>>ST S>>STS>>STS>>STS >>985990 986987988989991980985 979981982983984986987988 975974976 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>980981981 980981 980981980980981T EAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFER987 970975980985990966967968969971972973974976977978979981982983984986987988989>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>980976977978979975970DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOST5' DRAINAGE &UTILITY EASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.8599099510009899919929939949969979989991001990989991992990 989991 985986987988989980977978979981982983984 970969971972970966967968969971972972971972973974990988989975980985973974976977978979981982983984986987975974974976977978979 975 962963964965966967968969970981.85981.49 DRAINAGE & UTILITYEASEMENTREFER TO SHEET C3.1REFER TO SHEET C3.3nnnnnn n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnEOF EO F EO F nn n nn n nn nnnnnnnnn n n nnnnnn n nnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnREFER TO SHEET C3.2nnn n nnnPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALOVERALL GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.0NORTH060120LEGEND:Inlet Protection:Tip Out Curbnnn:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.4,000 ft.SYMBOLDESCRIPTION:Erosion Control Blanket:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill985 s.f.:Enkamat 70202,958 s.f.:Maintenance Access RouteContact 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.Contractor to restore soils structure over 50% of the disturbed pervious area per Valley Branch Watershed District Requirements.Refer to landscape sheets for detail.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.11.12.13.14.15.16.17.18.19.20.21.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.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.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 Subsoil31.32.GRADING NOTESPAVING NOTESGENERAL NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.3INFILTRATION 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 begins.The 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.Soils at proposed infiltration basin must be decompacted per VBWD requirements. Infiltration basins shall not be excavated to finalgrade until contributing drainage areas are constructed and fully stabilized.The final phase of excavation to infiltration basin shall remove all accumulated sediment and be done by light, tracked equipemnt toavoid compaction of basin floor.Soils of the basin floor should be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor densityprior to planting. The upper 12 inches of soil shall be tilled prior to planting22.23.24.25.a.b.c.d.26.2728.29.30.3433Concrete 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.35.38.PAVING NOTES3637 PID: 3402921440004B-4B-7B-6PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NO PARKING 9809 7 9 98 1 98 1 9 8 1985982983984STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STSSTS>>STS>>>>STSSTS >>STS >>STS>>80.1980.0679.9779.9780.3380.4080.4880.5580.5580.4880.4180.3380.3380.4180.4880.5580.5680.4880.4180.3480.3480.4180.4980.5681.6981.4581.4081.4081.4581.6981.9881.9881.3080.9380.6681.0581.1681.1481.4381.4381.1481.0080.9881.4181.9881.9881.2381.0481.1479.6080.2080.4680.6580.5480.2379.9979.8179.7080.20 EOF79.5480.1180.3781.1481.4381.4381.1981.3981.1581.1581.3780.6080.61 EOF80.2879.9580.4080.52 EOF80.3580.4879.4180.1980.4180.51 EOF80.4480.2781.3781.1581.1581.1581.3782.0082.0081.3781.1681.2681.6181.3681.2981.2981.4381.4379.6380.7780.9681.04 EOF80.7781.2181.2181.2381.3681.9082.0081.9881.9081.3681.3281.2981.2981.4381.4381.2181.2181.3179.9680.3880.6080.71 EOF80.6780.6180.4779.8780.62 EOF82.0081.9881.9881.7181.5081.1081.4581.3780.9881.1581.4281.6981.6981.6981.6981.6981.6981.4281.4281.4281.4281.4281.4281.4281.4281.6981.6981.6982.0082.0080.1780.3580.5079.2980.8380.901.0%2.3% 2.1% 2.6%2.5%4.0%4.8%1.5%1.6%3.5%3.8%2.9%2.3%2.4%3.1%1.9%980981981 980981 980981980980981T1.4% 1.4%1.5%1.5%1.4%1.5% 1.5%2.0%1.8%1.5%80.952.2%2.3% 2.1% 2.1%2.0%0.8%0.9%0.7%0.9%GRADE BREAK GRADE BREAKGRADEBREAK GRADE BREAKGRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAKGRADE BREAK1.5%1.5%1.5%80.6980.702.0% 3. 2%1.6%2.9%2.8%2.1%1.5%1.5%3.3%81.8781.4281.691.4%1.0%2.9%0.7%1.3%1.5%987 82.00BC82.00BC81.92BC81.92BC81.93BC81.93BC2.3% 1.6% 1.5%2.4%82.00BC82.00BC81.4881.6981.71BC82.00BC81.7981.81BC81.6982.19BC82.00BC81.71BC81.6582.08BC81.8981.91BC81.7982.29BC81.73BC81.6282.12BC82.14BC81.6581.71BC82.0082.001.8%1.7%1.6%80.412.7 % 1.1%0.9%1.0%2.5%82.00BC82.00BC81.9281.94BC81.9281.94BC81.7582.25BC81.8082.30BC0.9%0.9%30' DRAINAGE & UTILITY EASEMENT WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890 PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOST 81.3781.0781.0480.9980.9981.372.1%33333C7.19B612 CURB& GUTTERC7.19B612 CURB& GUTTER37363634a34a34a34a34a34a34a34a34d34a34a34a34b34b34b34c34c34c34cC7.19B612 CURB & GUTTER3C7.19B612 CURB& GUTTERC7.19B612 CURB& GUTTERC7.19B612 CURB& GUTTERC7.19B612 CURB& GUTTERC7.11RIBBONCURBC7.19B612 CURB& GUTTERC7.19B612 CURB& GUTTERC7.19B612 CURB& GUTTER37C7.19B612 CURB& GUTTER36363634b3734cPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALENLARGED BLDG GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.1NORTH02040LEGEND:Inlet Protection:Tip Out Curbnnn:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.4,000 ft.SYMBOLDESCRIPTION:Erosion Control Blanket:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill985 s.f.:Enkamat 70202,958 s.f.:Maintenance Access RouteContact 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.Contractor to restore soils structure over 50% of the disturbed pervious area per Valley Branch Watershed District Requirements.Refer to landscape sheets for detail.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.11.12.13.14.15.16.17.18.19.20.21.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.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.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 Subsoil31.32.GRADING NOTESPAVING NOTESGENERAL NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.3INFILTRATION 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 begins.The 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.Soils at proposed infiltration basin must be decompacted per VBWD requirements. Infiltration basins shall not be excavated to finalgrade until contributing drainage areas are constructed and fully stabilized.The final phase of excavation to infiltration basin shall remove all accumulated sediment and be done by light, tracked equipemnt toavoid compaction of basin floor.Soils of the basin floor should be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor densityprior to planting. The upper 12 inches of soil shall be tilled prior to planting22.23.24.25.a.b.c.d.26.2728.29.30.3433Concrete 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.35.38.PAVING NOTES3637 CABX (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 StreetHUDSO N B L V D. Public St r e et B-8B-7B-6B-9B-10B-11B-13B-12WETLAND #1B-14B-15B-16B-17B-18PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING 980976976 977977 9779789 7 8 978979 9 7 9 97998098 0 981981 98 1 98 1 98 1 981 976975 975973974976977978980 981 98298598 4984985990 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 >> 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>>ST S>>>>STS>>STS>>980985 979981982983984986987988 975974976>>>>>>>>>80.3780.1781.3581.1881.2681.4881.4881.7381.2981.1981.5081.5081.5680.9080.7880.8480.8380.9380.8980.8780.8180.9580.8480.9080.8980.9480.8880.8780.8380.8980.7780.8580.8380.8480.7880.7680.7280.0479.9079.8779.9180.0480.1978.7078.4078.1978.9878.0076.4877.0477.4977.9478.3479.5479.0677.2675.4576.3576.7875.8774.9775.1575.0375.2375.4275.4675.7675.7275.7875.8376.3177.5478.3479.0579.7678.5278.0478.4279.3177.8677.0679.9179.8579.6179.5779.6179.2679.1979.4579.3877.9477.9878.3378.2676.5276.451.5%1.5%1.2%3.0%0.8%1.0%1.2%1.0%1.0%2.9%2.9%1.2%980981981 980981 980981980980981T SE PONDHWL=971.49NWL=967.50BTM=964.50GRADEBREAK GRADEBREAKGRADEBREAK GRADEBREAKGRADEBREAKGRADEBREAKGRADEBREAK GRADEBREAKGRADEBREAK71.53 EOF72.23 EOFGRADEBREAK2.0%2.1%1.2%78.7380.08 EOF78.7378.8478.8479.1879.1878.5779.5779.6479.05WETLANDBUFFER987 97097598098596796896997197297397497697797897998198298398498698780.3380.3380.3379.9780.3480.341.5% 1.5% 1.5%1.5%1.1%1. 0%1.8%79.68 EOF2.5%1.2%2.1%1.6%78.25>>>>>>>>>>>>>>>>>>>>>DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOST5' DRAINAGE & UTILITYEASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85970966967968969971972972971972973974975 962965966967968969970981.85981.49 DRAINAGE & UTILITYEASEMENT33333C7.19B612 CURB& GUTTER(TYP.)34a34a34a34a34a34a34b34b34b34b34b34c34c26c26c34cC7.11ROCK CONSTRUCTIONENTRANCEC7.19B612 CURB& GUTTERC7.19B612 CURB & GUTTER34aC7.11B612 CURB& GUTTERC7.19B612 CURB& GUTTER3737nn n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnFENCE(TYP.)C7.14SILTFENCEC7.14SILTFENCEEOF EO FC7.19B612 CURB& GUTTER37C7.19B612 CURB& GUTTER(TYP.)37EO F 3nn n n nnnnnnnnnnnnC7.41ROCKDIKEC7.1C7.41ROCKDIKEn n n nnnnnn n nnnnn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnC7.14SILTFENCE(TYP.)nn n nnnPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSOUTH GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.2NORTH04080LEGEND:Inlet Protection:Tip Out Curbnnn:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.4,000 ft.SYMBOLDESCRIPTION:Erosion Control Blanket:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill985 s.f.:Enkamat 70202,958 s.f.:Maintenance Access RouteContact 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.Contractor to restore soils structure over 50% of the disturbed pervious area per Valley Branch Watershed District Requirements.Refer to landscape sheets for detail.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.11.12.13.14.15.16.17.18.19.20.21.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.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.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 Subsoil31.32.GRADING NOTESPAVING NOTESGENERAL NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.3INFILTRATION 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 begins.The 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.Soils at proposed infiltration basin must be decompacted per VBWD requirements. Infiltration basins shall not be excavated to finalgrade until contributing drainage areas are constructed and fully stabilized.The final phase of excavation to infiltration basin shall remove all accumulated sediment and be done by light, tracked equipemnt toavoid compaction of basin floor.Soils of the basin floor should be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor densityprior to planting. The upper 12 inches of soil shall be tilled prior to planting22.23.24.25.a.b.c.d.26.2728.29.30.3433Concrete 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.35.38.PAVING NOTES3637 H YD H YD HY D H YD 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 = 982.00980977978979985990984986987988989991992993994990988989991992>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>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 988 989 991 980985 979981982983984986987988 975974 976>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>77.5478.3479.0579.7678.5278.0478.4279.3177.8677.061.0%1.0%2.6% 2.5% 4.0% 4.8% 1.6% 3.5% 3.8%2.9%2.3%2.4%3.1%4.8% 2.9%2.9%1.2%980 98 1 981980 981 980981TEAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)1.5%1.5%1.4%1.5%1.5%2.2% 2.3%0.8%0.9%GR A D E BR E A K GRADE BREAK GRADEBREAKGRADE BREAKGRADEBREAK 72.23 EOF1.4%1.0% 2.9% 0.7%1.3%1.5% 987 2.3%0.9%0.9%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>980976977978979975970DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENT WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTAL WALL CONNECTOR E246M809BASEF890PEDESTALE261SC - CHARGEPOST E261SC - CHARGEPOST 2.1%5' DRAINAGE & UTILITYEASEMENT99099510009899919929939949969979989991001990989991992990 989991 985986987988989980977978979981982983984 970969971972975980985973974976977978979981982983984986987975974974976977978979 26cnnnnnn n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnC7.14SILTFENCE(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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALNORTH GRADING,DRAINAGE, PAVING,& EROSION CONTROLC3.3NORTH04080LEGEND:Inlet Protection:Tip Out Curbnnn:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY21 ea.1 ea.4,000 ft.SYMBOLDESCRIPTION:Erosion Control Blanket:Pavement Sawcut:Construction LimitsESTIMATED QUANTITYSYMBOLDESCRIPTION:Wetland Fill985 s.f.:Enkamat 70202,958 s.f.:Maintenance Access RouteContact 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.Contractor to restore soils structure over 50% of the disturbed pervious area per Valley Branch Watershed District Requirements.Refer to landscape sheets for detail.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.11.12.13.14.15.16.17.18.19.20.21.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.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.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 Subsoil31.32.GRADING NOTESPAVING NOTESGENERAL NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.3INFILTRATION 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 begins.The 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.Soils at proposed infiltration basin must be decompacted per VBWD requirements. Infiltration basins shall not be excavated to finalgrade until contributing drainage areas are constructed and fully stabilized.The final phase of excavation to infiltration basin shall remove all accumulated sediment and be done by light, tracked equipemnt toavoid compaction of basin floor.Soils of the basin floor should be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor densityprior to planting. The upper 12 inches of soil shall be tilled prior to planting22.23.24.25.a.b.c.d.26.2728.29.30.3433Concrete 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.35.38.PAVING NOTES3637 SWPPP NOTESC3.4PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSTORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand general requirements of the construction contract.The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may washdownstream or contaminate stormwater.Building products that have the potential to leach pollutants must be under cover.Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fuelingand maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof concrete and other washout wastes.External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, etc.) shall be protected with construction or silt fence before work begins.Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator must not disturb more land than can be effectively inspected and maintained.Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.These practices shall remain in place until final stabilization has been established in accordance with the Permit.The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge into any surface water.Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days afterconnecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be 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. Stabilization must be complete within 14 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.Provide Energy Dissipation at all Pipe Outlets within 24 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.Refer to Permit requirements for temporary or permanent sediment basins.Establish Stabilized Construction ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.1.2.3.4.5.6.7.8.9.10.11.12.13.14.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas.Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.Inspection Records content shall include:A.Date and time of inspections;B.Name of persons conduction inspections;C.Findings of inspections, including specific locations where corrective actions are needed;D.Corrective actions taken including dates, times, and the party taking the corrective action;E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled orsuspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in thePermit.BMP Maintenance:A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe is indicated.B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose ofsediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.D.Remove sediment from paved roadways within one calendar day of discovery.E.Remove sediment from around BMPs protecting storm drain inlets.F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar daysof discovery, or as stated by the Permit.G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas and dedicated concrete and asphalt batch plants are cleaned and maintained.H.Replace damaged BMPs that no longer operate effectively.Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.1.2.3.4.5.6.7.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice of Termination (NOT). This does not include any records after submittal of the NOT.The following is a list of records that shall be kept at the project site available for inspectors to review:·Copy of the SWPPP, with any modifications;·Inspection and maintenance records;·Permanent operation and maintenance agreements;·Calculations for the design of temporary and permanent stormwater management systems;·Any other permits required for the project;·Records of all inspection and maintenance conducted during construction; and·All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional ormodified BMPs, designed to correct problems identified or address situations as detailed in the Permit.1.FINAL STABILIZATIONThe Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:A.Ensuring all areas have permanent cover.B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.1.POST CONSTRUCTION / PERMANENT BMPSSee Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting a NOT include:A.Site must have achieved final stabilization (refer to section above).B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed ofproperly.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand amendments to the approved SWPPP. Duties include but are not limited to:·Ensuring full compliance with the SWPPP and the Permit·Implementing all elements of the SWPPP, including but not limited to:··Implementing prompt and effective erosion and sediment control measures··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other thanStorm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,etc.·Conducting routine inspections and maintenance·Ensuring elimination of all unauthorized discharges·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:Drake Real Estate Servicesattn: John Hauser496 S. BroadwayDenver, CO 80209(303) 825-6200hauser@drakeres.comOperator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:To Be Determined. Contact Owner until Contractor Is Selected.SWPPP Designer:Tom Meyer, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, Mn 55401612-252-9070tmeyer@landform.netCertification: U Of MN, Design Of Construction SWPPP, Exp. May 31, 2025SWPPP Inspector / Manager:Chris OlsonLandform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-638-0239colson@landform.netCertification: U of MN, Construction Site Management, Exp. May 31, 2024BMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.Certification: , Exp.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Protect infiltration areas with construction fencing. Install fencing prior to site grading or within 24-hours of excavating an infiltrationbasin.Construct temporary / permanent sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs aroundnormal water levels within 48-hours of completion of basin grading.Stabilize outlets from temporary / permanent sedimentation basins within 24-hours of outlet construction.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct building and site features.Construct site walks.Provide final stabilization.Connect infiltration practices to storm sewer inlets.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,building construction, paving, and landscaping.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.2.3.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in thisdocument as the Permit.The SWPPP includes the following components:·Construction Documents prepared by Landform·Stormwater Management Plan prepared by Landform·Maintenance Plan for permanent stormwater BMPs·Geotechnical Report prepared by American Engineering TestingAll components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of theabove documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does have more than ten (10 ) disturbed acres draining to a common location and the site drains to an impaired orspecial water, therefore a temporary sediment basin is required. Refer to sheets C3.0-C3.3 for further information.Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. Thecontractor shall comply with the following requirements:A.Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 44.95030, Longitude: -92.90775Disturbed area = 16.1 ac.Pre-construction impervious area within disturbed area = 0.0 ac.Post-construction impervious area within disturbed area = 12.5 ac.Net change in impervious area within disturbed area = 12.5 ac.Type of stormwater management:·Infiltration·Wet sedimentation basinErosion prevention and sediment control quantities are on sheets C3.1 - C3.3.SURFACE WATER BUFFERS50 foot buffers from Surface Waters is not achievable for this project due to site layout constraints. Double silt fence will be installedprior to construction where buffer is less than 50'.1.Goose Lake (South) is impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; and stormwaterdoes not discharge to it. Impairment is for nutrients.A.TMDLs have not been established for this impaired waterMarkgrafs Lake is impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; and stormwater doesnot discharge to it. Impairment is for nutrientsA.TMDLs have not been established for this impaired waterKramer Wetland is impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; and stormwater doesdischarge to it. Impairment is for nutrientsA.TMDLs have not been established for this impaired waterB.This site will meet these TMDLs using the following methods: Erosion & Sediment Control, Sedimentation Basins perSections 23.9 and 23.10 of the Permit. CABX T NHHY DHYD HYD H YD HYD 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. HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150RETAINING WALLWETLAND #1WETLANDBUFFERn n n n nn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnFINISHED PAD ELEV. = 982.00 15.7% 1.4% 8.5% 5.9 % 2.8%2.9%7.0%2.8%1.2%19.3%25.4% 23 . 4 % 4.2%21.6%27.9%14.0%33.5%16.8%29.4%WABASIN 1BOTTOM ELEV. = 970.70 BASIN 2BOTTOM ELEV. = 967.50 C7.11VEHICLETRACKINGPADC7.42FLOATINGHEADSKIMMER2.0%2.0%4.2%5.6% 5.6%2.1% 1.8% 975 974 976 975 9 7 6 9 7 7 976 977 978 9759809719729739749769779789799819829839709759689699719729739749769709689699719729709689699719729759809729739749769779789799819809859799819829839 8 4986987988 9 7 5 98097 2 9 7 3 9 7 4 9 7 6977978979981982983984990987988989991992993 985990 983984986987988989991992990995991992993994996997998980985981982983984986 980985979981982983984986987988 975980985976977978979981982983984986987988975980971972973974976977978979981982990 990 990988989991991991992 990988989991992975971972973974976977978979979990990989989991991992992 9809 7 8 979981990990989989991991992 C7.22SILTFENCE(TYP.)C7.22SILTFENCE(TYP.)C7.12SILTFENCE(TYP.)C7.42FLOATINGHEADSKIMMER980985 978979981982983984986987 C7.11VEHICLETRACKINGPADPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALMASS GRADINGC3.5NORTH060120LEGEND:Inlet Protectionn:Silt Fence:Vehicle Tracking PadESTIMATED QUANTITY2 ea.1 ea.1,800 ft.SYMBOLDESCRIPTION:Erosion Control BlanketESTIMATED QUANTITYSYMBOLDESCRIPTION:DENOTES TEMPORARYCOMPOST BIO-LOG:DENOTES POSSIBLE STOCKPILEAREA:SWALE:DRAINAGE BOUNDARY:DENOTES BUILDING PAD AREATEMPORARY SEDIMENTATION BASIN STORAGEBASINDRAINAGE AREA (AC)REQ VOL (3600CF/AC)PROVIDED VOL (CF)17.928,44056,54328.129,16045,803:DENOTES CONCRETEWASHOUT AREAWA:DENOTES STAGING AREA10,600 sy.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 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.Contractor to restore soils structure over 50% of the disturbed pervious area per Valley Branch Watershed District Requirements.Refer to landscape sheets for detail.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.11.12.13.14.15.16.17.18.19.20.21.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.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.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 Subsoil31.32.GRADING NOTESPAVING NOTESGENERAL NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.3INFILTRATION 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 begins.The 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.Soils at proposed infiltration basin must be decompacted per VBWD requirements. Infiltration basins shall not be excavated to finalgrade until contributing drainage areas are constructed and fully stabilized.The final phase of excavation to infiltration basin shall remove all accumulated sediment and be done by light, tracked equipemnt toavoid compaction of basin floor.Soils of the basin floor should be loosened to a depth of at least 5 feet to a maximum compaction of 85% standard proctor densityprior to planting. The upper 12 inches of soil shall be tilled prior to planting22.23.24.25.a.b.c.d.26.2728.29.30.3433Concrete 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.35.38.PAVING NOTES3637 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 >> 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 >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLS S STS >>STS>>ST S>>ST S>>STS>>STS >> 0+00 1+00 2+00 3+00 3+94.30 E515 & E 51 7 55" TV - CEILIN G M OU N T E D W / 6 ' P OL E - M OU N T 9 ' A F FT EAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT5' DRAINAGE &UTILITY EASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85DRAINAGE & UTILITYEASEMENTCABX COBX CABX SS SSMHRE=965.67CABX CABX SS SSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)SSMHRE=973.89INV=0.00 (0" -)SSSSMHRE=998.76 (TRUNK HIGHWAY NO. 12)HUDSON BLVD.HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSO N B L V D. Public St r e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALLWETLAND #1B-14B-15B-16B-17B-18B-19B-20B-21B-22B-23B-24B-25B-26B-27B-28B-29B-30STS >>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 >> 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 >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLS S STS >>STS>>ST S>>ST S>>STS>>STS >> 0+00 1+00 2+00 3+00 3+94.30 C7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEC7.37WETTAPC7.37WETTAP31C7.32HYDRANT &GATE VALVEPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALOVERALLUTILITIESC4.0NORTH060120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35. 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 >> 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 >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLS S STS >>STS>>ST S>>ST S>>STS>>STS >>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): 972.84INV: 971.4448" DIAR-1642PER DETAIL C7.2/9CBMH-202RIM: 979.05INL (SW): 973.50INL (SE): 973.30INV: 973.3048" DIAR-3067PER DETAIL C7.2/10136' - 15" RCP @ 0.30%154' - 18" PVC @ 0.3%71' - 12" PVC @ 1.3%72' - 12" PVC @ 1.3%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 7 ' - 1 5 " RC P@ 1 . 2 3%123' - 36" RCP @ 0.18%64' - 12" RCP @ 0.31%7' - 18" RCP@ 0.68%FES-200INV: 967.50PER DETAIL C7.3/10FES-300INV: 979.65PER DETAIL C7.3/10151' - 30" RCP @ 0.25%FES-100INV: 968.20PER DETAIL C7.3/1082' - 36" RCP@ 0.28%FES-601INV: 967.50PER DETAIL C7.3/10187' - 36" RCP @ 0.90%MH-110RIM: 976.97INL (S): 969.82INL (W): 971.02INV: 969.8260" DIAR-1642PER DETAIL C7.2/10CB-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: 968.43W/ 6' SUMP84" DIAR-1642PER DETAIL C7.2/892' - 24" RCP @ 0.71%228' - 27" RCP @ 0.30%131' - 30" RCP @ 0.30%MH-301RIM: 986.33INL (W): 979.86INV: 979.8684" DIAR-1642PER DETAIL C7.2/9WYE-104INV: 974.34INV: 974.34INV: 974.3458' - 24" PVC@ 0.4%FES 400INV: 967.50PER DETAIL C7.3/10CBMH-401RIM: 972.64INL (SW): 967.68INL (SE): 967.68INV: 967.6848" DIAR-3067PER DETAIL C7.2/1049' - 1 5 " R C P @ 0 . 3 7 %117' SALVAGED OR NEW 58"X36"ARCH RCP@ 0.18%17' SALVAGED OR NEW 58"X36"ARCH RCP@ 0.30%CBMH-203RIM: 979.22INV: 973.5848" DIAR-3067PER DETAIL C7.2/10CBMH-112RIM: 975.09INL (SW): 970.43INV: 970.4360" DIAR-3250-APER DETAIL C7.2/10CBMH-402RIM: 972.84INV: 967.7048" DIAR-3067PER DETAIL C7.2/1010' - 27" RCP@ 0.31%7' - 12" RCP@ 1.14%8' - 15" RCP@ 0.24%15' - 15" RCP@ 0.50%215' - 24" PVC @ 2.5%MH-702RIM: 979.37INL (W): 974.36INV: 974.3648" DIAR-1642PER CITY DETAIL C7.2/1028' - 24" RCP@ 0.11%58' - 42" RCP@ 0.30%17' - 36" RCP@ 0.30%MH-701RIM: 973.52INL (W): 968.99INL (N): 969.45INV: 966.1572" DIAR-1642PER CITY DETAIL C7.2/10FES 700INV: 965.98PER DETAIL C7.3/10FES 710INV: 969.50PER DETAIL C7.3/10295' - 24" RCP @ 2.50%MH-703RIM: 988.08INL (W): 981.94INV: 981.7448" DIAR-1642PER CITY DETAIL C7.2/10FES-704INV: 985.73PER DETAIL C7.3/1064' - 24" RCP@ 5.94%EX MH 302RIM: 986.82INL (N): 981.51INV: 979.91REPLACE W/ R-16428' - 12" RCP@ 0.30%CB-303RIM: 986.46INV: 981.5448" DIAR-3067PER CITY DETAIL C7.2/10MH-800RIM: 991.31INL (NW): 987.38INV (E): 987.38 (EX. 15" RCP)48" DIAR-1642PER DETAIL C7.2/8CB-801RIM: 991.31INL (W): 987.5348" DIAR-3067PER DETAIL C7.2/10CB-802RIM: 991.60INL (W): 987.75INV: 987.7548" DIAR-3067PER DETAIL C7.2/10FES-210INV: 978.33PER DETAIL C7.3/1035' - 36" RCP@ 2.00%EX MH 800ARIM: 990.79REPLACE W/ R-1642EX MH 800BRIM: 991.05INL (W): 987.18 (15" RCP-W, PER PLAN)REPLACE W/ R-164271' - 12" PVC @ 1.2%WYE 103AINV: 974.11INV: 974.11INV: 974.1167' - 24" PVC@ 0.4%RD-103BINV: 974.9641' - 15" RCP@ 1.00%CBMH-204RIM: 979.38INL (E): 974.94INV: 973.7148" DIAR-3067PER DETAIL C7.2/1053' - 15 " R C P @ 2.0 2 %FES 205INV: 976.00PER DETAIL C7.3/1065 ' - 1 5 " R C P @ 1 . 0 0 %CB 403RIM: 972.96INV: 968.3348" DIAR-3067PER DETAIL C7.2/10CBMH-501RIM: 965.56INL (SE): 962.39INV: 962.3948" DIAR-3067PER DETAIL C7.2/1055' - 15" RCP @ 0.1 8 %CBMH-502RIM: 965.42INV: 962.4948" DIAR-3067PER DETAIL C7.2/1043' - 15" RCP@ 0.91%FES 500INV: 962.00PER DETAIL C7.3/10FES 600INV: 965.83PER DETAIL C7.3/10MH 200ARIM: 976.32INL (SW): 971.22INV: 967.6348" DIAR-1642PER DETAIL C7.2/970' - 36" RCP @ 0.18%MH 803RIM: 992.07INL (W): 987.96 (EX. 15" RCP)INV: 987.9648" DIAR-1642PER DETAIL C7.2/88' - 15" RCP@ 1.99%10' - 15" RCP@ 2.10%10' - 15" RCP@ 2.10%0+00 1+00 2+00 3+00 3+94.30E515 & E51755" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFFT EAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT5' DRAINAGE &UTILITY EASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85DRAINAGE & UTILITYEASEMENTCABX COBXCABX SS CABX CABXSS (TRUNK HIGHWAY NO. 12) INTERSTATE HIGHWAY NO. 94 HUDSON BLVD.HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSO N B L V D . Public S t r e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALLWETLAND #1B-14B-15B-16B-17B-18B-24B-25B-26B-27B-28B-29B-30STS >>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 >> 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 >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLS S STS >>STS>>ST S>>ST S>>STS>>STS >>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): 972.84INV: 971.4448" DIAR-1642PER DETAIL C7.2/9CBMH-202RIM: 979.05INL (SW): 973.50INL (SE): 973.30INV: 973.3048" DIAR-3067PER DETAIL C7.2/10136' - 15" RCP @ 0.30%154' - 18" PVC @ 0.3%71' - 12" PVC @ 1.3%72' - 12" PVC @ 1.3%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 7 ' - 1 5 " RC P@ 1 . 2 3%123' - 36" RCP @ 0.18%64' - 12" RCP @ 0.31%7' - 18" RCP@ 0.68%FES-200INV: 967.50PER DETAIL C7.3/10FES-300INV: 979.65PER DETAIL C7.3/10151' - 30" RCP @ 0.25%FES-100INV: 968.20PER DETAIL C7.3/1082' - 36" RCP@ 0.28%FES-601INV: 967.50PER DETAIL C7.3/10187' - 36" RCP @ 0.90%MH-110RIM: 976.97INL (S): 969.82INL (W): 971.02INV: 969.8260" DIAR-1642PER DETAIL C7.2/10CB-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: 968.43W/ 6' SUMP84" DIAR-1642PER DETAIL C7.2/892' - 24" RCP @ 0.71%228' - 27" RCP @ 0.30%131' - 30" RCP @ 0.30%MH-301RIM: 986.33INL (W): 979.86INV: 979.8684" DIAR-1642PER DETAIL C7.2/9WYE-104INV: 974.34INV: 974.34INV: 974.3458' - 24" PVC@ 0.4%FES 400INV: 967.50PER DETAIL C7.3/10CBMH-401RIM: 972.64INL (SW): 967.68INL (SE): 967.68INV: 967.6848" DIAR-3067PER DETAIL C7.2/1049' - 1 5 " R C P @ 0 . 3 7 %117' SALVAGED OR NEW 58"X36"ARCH RCP@ 0.18%17' SALVAGED OR NEW 58"X36"ARCH RCP@ 0.30%CBMH-203RIM: 979.22INV: 973.5848" DIAR-3067PER DETAIL C7.2/10CBMH-112RIM: 975.09INL (SW): 970.43INV: 970.4360" DIAR-3250-APER DETAIL C7.2/10CBMH-402RIM: 972.84INV: 967.7048" DIAR-3067PER DETAIL C7.2/1010' - 27" RCP@ 0.31%7' - 12" RCP@ 1.14%8' - 15" RCP@ 0.24%15' - 15" RCP@ 0.50%215' - 24" PVC @ 2.5%MH-702RIM: 979.37INL (W): 974.36INV: 974.3648" DIAR-1642PER CITY DETAIL C7.2/1028' - 24" RCP@ 0.11%58' - 42" RCP@ 0.30%17' - 36" RCP@ 0.30%MH-701RIM: 973.52INL (W): 968.99INL (N): 969.45INV: 966.1572" DIAR-1642PER CITY DETAIL C7.2/10FES 700INV: 965.98PER DETAIL C7.3/10FES 710INV: 969.50PER DETAIL C7.3/10295' - 24" RCP @ 2.50%MH-703RIM: 988.08INL (W): 981.94INV: 981.7448" DIAR-1642PER CITY DETAIL C7.2/10FES-704INV: 985.73PER DETAIL C7.3/1064' - 24" RCP@ 5.94%EX MH 302RIM: 986.82INL (N): 981.51INV: 979.91REPLACE W/ R-16428' - 12" RCP@ 0.30%CB-303RIM: 986.46INV: 981.5448" DIAR-3067PER CITY DETAIL C7.2/10MH-800RIM: 991.31INL (NW): 987.38INV (E): 987.38 (EX. 15" RCP)48" DIAR-1642PER DETAIL C7.2/8CB-801RIM: 991.31INL (W): 987.5348" DIAR-3067PER DETAIL C7.2/10CB-802RIM: 991.60INL (W): 987.75INV: 987.7548" DIAR-3067PER DETAIL C7.2/10FES-210INV: 978.33PER DETAIL C7.3/1035' - 36" RCP@ 2.00%EX MH 800ARIM: 990.79REPLACE W/ R-1642EX MH 800BRIM: 991.05INL (W): 987.18 (15" RCP-W, PER PLAN)REPLACE W/ R-164271' - 12" PVC @ 1.2%WYE 103AINV: 974.11INV: 974.11INV: 974.1167' - 24" PVC@ 0.4%RD-103BINV: 974.9641' - 15" RCP@ 1.00%CBMH-204RIM: 979.38INL (E): 974.94INV: 973.7148" DIAR-3067PER DETAIL C7.2/1053' - 15 " R C P @ 2.0 2 %FES 205INV: 976.00PER DETAIL C7.3/1065 ' - 1 5 " R C P @ 1 . 0 0 %CB 403RIM: 972.96INV: 968.3348" DIAR-3067PER DETAIL C7.2/10CBMH-501RIM: 965.56INL (SE): 962.39INV: 962.3948" DIAR-3067PER DETAIL C7.2/1055' - 15" RCP @ 0.1 8 %CBMH-502RIM: 965.42INV: 962.4948" DIAR-3067PER DETAIL C7.2/1043' - 15" RCP@ 0.91%FES 500INV: 962.00PER DETAIL C7.3/10FES 600INV: 965.83PER DETAIL C7.3/10MH 200ARIM: 976.32INL (SW): 971.22INV: 967.6348" DIAR-1642PER DETAIL C7.2/970' - 36" RCP @ 0.18%MH 803RIM: 992.07INL (W): 987.96 (EX. 15" RCP)INV: 987.9648" DIAR-1642PER DETAIL C7.2/88' - 15" RCP@ 1.99%10' - 15" RCP@ 2.10%10' - 15" RCP@ 2.10%0+00 1+00 2+00 3+00 3+94.30FUTURE STORM SEWER2828283333333434PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSTORM SEWERC4.1NORTH060120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35. 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 >> ST S>>70' - 6" PVC@ 6.49%178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%267' - 8" PVC @ 1.00%STS >> STS >> STS >> STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>20' - 6" PVC@ 2.10%ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >51' - 6" PVC@ 6.49%LSSLSSLSSLS S STS >>STS>>ST S>>STS>>STS>>STS >>MH-2SEE PLAN AND PROFILEMH-1SEE PLAN AND PROFILE2" WATER SERVICE CONNNECTION6" FIRE SERVICE CONNECTION8" X 2" TEE8" X 6" TEE8" X 6" TEE8" X 8" TEE8" WATER 8" WATER 8" WATER8" WATER8" WATER8 " W A T ER 8" 45° BEND8" X 8" TEE8" 30° BEND8" 22.5° BEND8" 45° BEND8" X 8" TEE8" CAPW/ MEGA LUGS8" X 6" TEE8" X 6" TEE8" WATER8" STUB 2INV: 967.348" GATE VALVE6" SAN SERVICEINV: 972.506" STUB 1INV: 959.348" CAP W/MEGA LUGSEXISTING CONNECTIONINL (NW): 955.76CORE DRILL W/ BOOT6" GATE VALVE2" CURB STOPFDCCLEAN OUTINL (W): 967.98INV: 967.988" GATE VALVE8" GATE VALVE8" X 8" TEE0+00 1+00 2+00 3+00 3+94.30E515 & E51755" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFFT EAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT5' DRAINAGE &UTILITY EASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85DRAINAGE & UTILITYEASEMENTCABX COBXCABX SS SSMHRE=965.67CABX CABXSS SSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)(TRUNK HIGHWAY NO. 12) INTERSTATE HIGHWAY NO. 94 HUDSON BLVD.HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSO N B L V D. Public St r e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALLWETLAND #1B-14B-15B-16B-17B-18B-24B-25B-26B-27B-28B-29B-30STS >>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 >> ST S>>70' - 6" PVC@ 6.49%178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%267' - 8" PVC @ 1.00%STS >> STS >> STS >> STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >> STS >> STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>20' - 6" PVC@ 2.10%ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >51' - 6" PVC@ 6.49%LSSLSSLSSLS S STS >>STS>>ST S>>STS>>STS>>STS >>MH-2SEE PLAN AND PROFILEMH-1SEE PLAN AND PROFILE2" WATER SERVICE CONNNECTION6" FIRE SERVICE CONNECTION8" X 2" TEE8" X 6" TEE8" X 6" TEE8" X 8" TEE8" WATER 8" WATER 8" WATER8" WATER8" WATER8 " W A T ER 8" 45° BEND8" X 8" TEE8" 30° BEND8" 22.5° BEND8" 45° BEND8" X 8" TEE8" CAPW/ MEGA LUGS8" X 6" TEE8" X 6" TEE8" WATER8" STUB 2INV: 967.348" GATE VALVE6" SAN SERVICEINV: 972.506" STUB 1INV: 959.348" CAP W/MEGA LUGSEXISTING CONNECTIONINL (NW): 955.76CORE DRILL W/ BOOT6" GATE VALVE2" CURB STOPFDCCLEAN OUTINL (W): 967.98INV: 967.988" GATE VALVE8" GATE VALVE8" X 8" TEE0+00 1+00 2+00 3+00 3+94.30C7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEC7.37WETTAPC7.37WETTAP2828FUTURE WATERMAIN23232323252525252831262621212121BEGIN PRIVATESANITARY SEWERPRIVATE SANITARY SEWERBEGIN PRIVATESANITARY SEWERPRIVATE SANITARY SEWERPRIVATE WATERBEGINPRIVATEWATER3128C7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVEPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALWATER & SANITARYC4.2NORTH060120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35. STS >>STS>>STS>>STS>>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>267' - 8" PVC @ 1.00%STSSTS>>STS>>STS>>STS >>STS>>ELECGASCOMMSAN >51' - 6" PVC@ 6.49%0+001+002+003+00SEE PLAN AND PROFILE8" X 8" TEE8" WATER8" X 8" TEE8" CAPW/ MEGA LUGS8" STUB 2INV: 967.348" GATE VALVEDRAINAGE & UTILITY EASEMENTB-5STS >>STS>>STS>>STS>>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>267' - 8" PVC @ 1.00%STSSTS>>STS>>STS>>STS >>STS>>ELECGASCOMMSAN >51' - 6" PVC@ 6.49%0+001+002+003+00SEE PLAN AND PROFILE8" X 8" TEE8" WATER8" X 8" TEE8" CAPW/ MEGA LUGS8" STUB 2INV: 967.348" GATE VALVE2Watermain Common DriveHORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''955960965970975980985-0+25977.50983.040+00977.65978.42977.47978.330+50977.82978.48977.65978.161+00976.99977.59976.26977.241+50975.30976.99974.39976.742+00974.01 976.49 973.91 976.242+50974.03 976.01 974.43 975.763+00974.76 975.49 975.09 975.853+50975.54 976.82 MH-2RIM: 975.79INL (W): 964.67INL (N): 964.67INV: 962.6748" DIAR-1642SEE DETAIL C7.3/88" PVC WATER267' - 8" PVC @ 1.00%24" StormBOTTOM PIPE=972.3924" StormBOTTOM PIPE=974.0012" StormBOTTOM PIPE=971.4312" StormBOTTOM PIPE=971.718" STUB 2INV: 967.348" CAPW/ MEGA LUGSPROPOSED GRADEEXISTING GRADEMAINTAIN 7.5' COVERWatermain Common DriveHORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''955960965970975980985-0+25977.50983.040+00977.65978.42977.47978.330+50977.82978.48977.65978.161+00976.99977.59976.26977.241+50975.30976.99974.39976.742+00974.01 976.49 973.91 976.242+50974.03 976.01 974.43 975.763+00974.76 975.49 975.09 975.853+50975.54 976.82 MH-2RIM: 975.79INL (W): 964.67INL (N): 964.67INV: 962.6748" DIAR-1642SEE DETAIL C7.3/88" PVC WATER267' - 8" PVC @ 1.00%24" StormBOTTOM PIPE=972.3924" StormBOTTOM PIPE=974.0012" StormBOTTOM PIPE=971.4312" StormBOTTOM PIPE=971.718" STUB 2INV: 967.348" CAPW/ MEGA LUGSPROPOSED GRADEEXISTING GRADEMAINTAIN 7.5' COVER 955960965970975980985955960965970975980985PROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALWATER & SANITARYPLAN AND PROFILEC4.3NORTH03060Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35. >>STS >>STS>>>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>ELECGASCOMMELECGASCOMMLSSLSS 4+005+006+007+ 0 0 7 + 1 9 . 3 3STS >>8" WATER8" WATER8" WA T E R 8" 30° BEND8" 22.5° BEND8" 45° BEND8" X 6" TEE8" GATE VALVE8" X 8" TEESE PONDHWL=971.49NWL=967.50BTM=964.50B-10B-13>>STS >>STS>>>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>ELECGASCOMMELECGASCOMMLSSLSS 4+005+006+007+ 0 0 7 + 1 9 . 3 3STS >>8" WATER8" WATER8" WA T E R 8" 30° BEND8" 22.5° BEND8" 45° BEND8" X 6" TEE8" GATE VALVE8" X 8" TEE955960965970975980985974.76975.49975.09975.853+50975.54976.82975.75977.654+00976.06978.39 976.23 979.124+50976.38 979.37 976.61 979.065+00976.81 978.74 977.48 978.515+50978.12 978.37 978.35 978.196+00978.37 978.06 977.61 977.596+50977.21 977.04 975.97 976.667+007+507+758" PVC WATER12" StormBOTTOM PIPE=971.7124" StormBOTTOM PIPE=972.0136" StormBOTTOM PIPE=970.93PROPOSED GRADEEXISTING GRADEMAINTAIN 7.5' COVER MAINTAIN 7.5' COVER CONENCT OT EXISTING WATERMAIN955960965970975980985974.76975.49975.09975.853+50975.54976.82975.75977.654+00976.06978.39 976.23 979.124+50976.38 979.37 976.61 979.065+00976.81 978.74 977.48 978.515+50978.12 978.37 978.35 978.196+00978.37 978.06 977.61 977.596+50977.21 977.04 975.97 976.667+007+507+758" PVC WATER12" StormBOTTOM PIPE=971.7124" StormBOTTOM PIPE=972.0136" StormBOTTOM PIPE=970.93PROPOSED GRADEEXISTING GRADEMAINTAIN 7.5' COVER MAINTAIN 7.5' COVER CONENCT OT EXISTING WATERMAINWatermain Common DriveHORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''Watermain Common DriveHORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''955960965970975980985955960965970975980985PROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALWATER & SANITARYPLAN AND PROFILEC4.4NORTH03060Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35.C7.32HYDRANT &GATE VALVEC7.37WETTAP STS>>STS >>STS >>STS SAN>SAN>SAN>SAN>SAN>SAN>SAN>178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%STS > > S T S > > >>20' - 6" PVC@ 2.10%SAN>51' - 6" PVC@ 6.49%3+000+001+002+002+63.41MH-2SEE PLAN AND PROFILEMH-1SEE PLAN AND PROFILE8" WATER8" 45° BEND8" X 8" TEE8" X 6" TEE8" WATER6" STUB 1INV: 959.34DRAINAGE & UTILITY EASEMENTCABXSSB-8B-11STS>>STS >>STS >>STS SAN>SAN>SAN>SAN>SAN>SAN>SAN>178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%STS > > S T S > > >>20' - 6" PVC@ 2.10%SAN>51' - 6" PVC@ 6.49%3+000+001+002+002+63.41MH-2SEE PLAN AND PROFILEMH-1SEE PLAN AND PROFILE8" WATER8" 45° BEND8" X 8" TEE8" X 6" TEE8" WATER6" STUB 1INV: 959.34Watermain Lot 2HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''950955960965970975950955960965970975-0+25974.70974.700+00974.32 974.32 974.02 974.020+50973.92 973.92 973.98 973.981+00974.17 974.17 974.14 974.141+50973.93 973.93 974.15 974.152+00969.83 969.83 965.60 965.602+503+003+25178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%MH-2RIM: 975.79INL (W): 964.67INL (N): 964.67INV: 962.6748" DIAR-1642SEE DETAIL C7.3/8MH-1RIM: 976.43INL (W): 958.92INL (N): 958.92INV: 956.9248" DIAR-1642SEE DETAIL C7.3/88" PVC WATER36" StormBOTTOM PIPE=965.7730" StormBOTTOM PIPE=970.04CONENCT OT EXISTING WATERMAINPROPOSED GRADEEXISTING GRADEMAINTAIN 7.5' COVER EXISTING CONNECTIONINL (NW): 955.76CORE DRILL W/ BOOTWatermain Lot 2HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''950955960965970975950955960965970975-0+25974.70974.700+00974.32 974.32 974.02 974.020+50973.92 973.92 973.98 973.981+00974.17 974.17 974.14 974.141+50973.93 973.93 974.15 974.152+00969.83 969.83 965.60 965.602+503+003+25178' - 8" PVC @ 2.10%55' - 8" PVC @ 2.10%MH-2RIM: 975.79INL (W): 964.67INL (N): 964.67INV: 962.6748" DIAR-1642SEE DETAIL C7.3/8MH-1RIM: 976.43INL (W): 958.92INL (N): 958.92INV: 956.9248" DIAR-1642SEE DETAIL C7.3/88" PVC WATER36" StormBOTTOM PIPE=965.7730" StormBOTTOM PIPE=970.04CONENCT OT EXISTING WATERMAINPROPOSED GRADEEXISTING GRADEMAINTAIN 7.5' COVER EXISTING CONNECTIONINL (NW): 955.76CORE DRILL W/ BOOTPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALWATER & SANITARYPLAN AND PROFILEC4.5NORTH03060Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35.C7.32HYDRANT &GATE VALVEC7.37WETTAP SAN>SAN>SAN>SAN>SANSTS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >> STS >> 267' - 8" PVC @ 1.00%STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ELECCOMMGASCOMMGASELECELECGASSTS>>STS >>2" WATER SERVICE CONNNECTION6" FIRE SERVICE CONNECTION8" X 2" TEE8" X 6" TEE8" X 6" TEE8" X 8" TEE8" WATER8" WATER8" X 8" TEE8" GATE VALVE8" CAP W/MEGA LUGS6" GATE VALVE2" CURB STOP0+001+002+003+003+94.30T DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTB-4B-5SAN>SAN>SAN>SAN>SANSTS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS >> STS >> 267' - 8" PVC @ 1.00%STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ELECCOMMGASCOMMGASELECELECGASSTS>>STS >>2" WATER SERVICE CONNNECTION6" FIRE SERVICE CONNECTION8" X 2" TEE8" X 6" TEE8" X 6" TEE8" X 8" TEE8" WATER8" WATER8" X 8" TEE8" GATE VALVE8" CAP W/MEGA LUGS6" GATE VALVE2" CURB STOP0+001+002+003+003+94.30965970975980985990965970975980985990-0+25992.23981.210+00990.98981.11989.60981.140+50988.92980.77987.63980.641+00986.30980.67985.35980.761+50984.08980.84982.62980.762+00981.90980.60 981.39 980.582+50980.57 980.73 980.13 980.883+00979.57 980.71 978.55 979.913+50977.95 978.84 4+004+2518" StormBOTTOM PIPE=974.6712" StormBOTTOM PIPE=974.7612" StormBOTTOM PIPE=974.5112" StormBOTTOM PIPE=974.87MAINTAIN 7.5' COVER8" PVC WATERPROPOSED GRADEEXISTING GRADE965970975980985990965970975980985990-0+25992.23981.210+00990.98981.11989.60981.140+50988.92980.77987.63980.641+00986.30980.67985.35980.761+50984.08980.84982.62980.762+00981.90980.60 981.39 980.582+50980.57 980.73 980.13 980.883+00979.57 980.71 978.55 979.913+50977.95 978.84 4+004+2518" StormBOTTOM PIPE=974.6712" StormBOTTOM PIPE=974.7612" StormBOTTOM PIPE=974.5112" StormBOTTOM PIPE=974.87MAINTAIN 7.5' COVER8" PVC WATERPROPOSED GRADEEXISTING GRADEWatermain Lot 1HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''Watermain Lot 1HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALWATER & SANITARYPLAN AND PROFILEC4.6NORTH03060Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary SewerPVC 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 hydrantRefer to sheet C4.7 for City of Lake Elmo standard notes on watermain, sanitary sewer, and storm sewer.Contractor shall furnish and install all parts necessary for new casting configuration.Construct storm structure over existing storm line. Contractor shall field verify location and inverts. All connections shall be watertight.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.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.35.C7.32HYDRANT &GATE VALVEC7.32HYDRANT &GATE VALVE 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALCITY OF LAKE ELMOSTANDARD UTILITY NOTESC4.7 ΔCABXSSSSMHRE=965.67CABXCBRE=964.9612" FESINV=962.35CABXTNH18" FESINV=966.5618" FESINV=967.75SSSSMHRE=964.05INV=955.56 (12" PVC-NW)INV=955.56 (12" PVC-NE)18" FESINV=972.7118" FESINV=974.05CBRE=991.08CBRE=991.08STSTMHRE=991.07CBRE=986.72INV=981.87 (18")HYD58" X 36" ARCH PIPE FESINV=981.50DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744(TRUNK HIGHWAY NO. 12)INTERSTATE HIGHWAY NO. 94H U 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 .Public S t ree t B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3963744XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX77XXXXXXXXXXXXXXX X X X X X X X X XBITUMINOUS10POWERPOLE10WATERMAIN10FORCEMAIN10OVERHEADELECTRIC10 GASMAIN10GASMAIN10WATERMAIN10SANITARYSEWER1013FORCEMAIN10WATERMAIN10OVERHEADELECTRIC10GASMAIN10FIBER10SANITARYSEWER10HYDRANT20CURB &GUTTER10BITUMINOUS10POWERPOLE10GRAVEL1314POWERPOLE14POWERPOLEOVERHEADELECTRIC14OVERHEADELECTRIC14SIGN10SIGN101720GATEVALVE1019CABLEBOX10CABLEBOX1018891910897WATERMAIN10STORMSEWER10STORMSEWERCURB &GUTTER107STORMSEWER107211313713XXXXXXXXXXXXX222318CBRE=996.21STSTMHRE=996.5018PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 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 CONDITIONSNORTH050100HUDSON 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.Contractor to coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with theutility companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction inaccordance with utility 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.Remove existing storm sewer pipe at shown location. After removal contractor shall install proposed storm sewer structures andpiping to maintain constant flow. All connections shall be watertight. Refer to Sheet C4.1 for proposed storm sewer.Driveway to be removed after the construction of new proposed driveway location. Site can not be opened for public use untilexisting driveway is removed.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 Removal181920212223MATCH LINE SEE BELOW MATCH LINE SEE ABOVE PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKING >>>>>>SE PONDHWL=971.49NWL=967.50BTM=964.50SOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85SSCABXSTCOBXCABXSSCABXCABXSSSTWEST 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 .CONNECT TOEXISTING CURB& GUTTERCONNECT TOEXISTING CURB& GUTTER8' WIDEBITUMINOUSTRAIL8' WIDEBITUMINOUSTRAILTIE-IN PROPOSEDPAVEMENT SECTIONTO EXISTINGPROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKING >>>>>>SE PONDHWL=971.49NWL=967.50BTM=964.50SOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.850+ 0 0 1+ 0 0 2+0 0 3+0 0 4+0 0 5+0 0 6+0 0 6+1 7 . 5 61RAISED MEDIAN W/4" CURB & 3-FTNOSE DOWNTIE-IN PROPOSEDPAVEMENT SECTIONTO EXISTING4DY24SY4DY4SWSW4DY24SY4SWSW4SWSW4DY4SWSW4SW24SW4DY4SW4SW4DY24SY4SW4SWSW4TW4TW4TW4TW4TWOM 1-118" X 18"OM 1-1 18" X 18"W11-2W16-7PLW11- 2 W16- 7 P L 11R1-1R 1 - 1ST4DY24SYTIE-IN PROPOSEDPAVEMENT MARKINGSTO EXISTINGPAVEMENT MARKINGSPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDSTRIPING AND SIGNAGEC5.2ANORTH050100Rectangular rapid-flashing beacon and pedestrian push-button actuator with R10-25 Sign.OM 1-1 18" x 18" Warning SignSign panels and posts shall meet City of Lake Elmo specifications1.2.3.NOTES_ _ _STRIPING LEGEND1st Digit:Width4",8", ect.2nd Digit:PatternS - SolidB - BrokenT - DottedD - DoubleK - Double BrokenH - Double Dotted3rd Digit:ColorW - WhiteY - YellowB - BlackMATCH LINE SEE BELOW MATCH LINE SEE ABOVE PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKING >>>>>>SE PONDHWL=971.49NWL=967.50BTM=964.50SOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85SSCABXSTCOBXCABXSSCABXCABXSSSTWEST 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 #1PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKING >>>>>>SE PONDHWL=971.49NWL=967.50BTM=964.50SOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.850+ 0 0 1+ 0 0 2+0 0 3+0 0 4+0 0 5+0 0 6+0 0 6+1 7 . 5 6R825'4 0 '12'12'13'12'28'12'13'12'R815'12'13'12'12'13'12'1:5 TAPER 1: 1 0 T A P E R 1: 6 T A P E R 12'12'13'12'12'1:4 TAPER 1:1 0 T A P E R 2 2 4 . 5 ' 18 0 ' 2 0 3 . 5 ' 1 7 1 . 6 '190.5 '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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDLAYOUT PLANC5.2BNORTH050100See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.Refer to Sheet C5.3A & C5.3B for Plan and ProfileLayout for Hudson Boulevard provided by KLJ Engineering.1.2.3.4.NOTES MATCH EXISTING9759809859909951000GRADE BREAK STA = 0+35.99ELEV = 994.432GRADE BREAK STA = 1+56.22ELEV = 991.565-2.38%PC2+79.84988.70Mid6+30.74980.57EXISTING FORCE MAINEXISTING WATERMAINCBMH-203RIM: 979.22INV: 973.5848" DIAR-3067SEE DETAIL C7.2/10S T S >> S T S > > S TS > >L=272.29R=768.51Δ=20°18'01" 98 5 990 981 982 983 984 98 6 98 7988989991 990 995 9 8 8 989991992993994 HIGHWAY EASEMENT PER DOC. NO. 90695WETLAND #1S T S >> S T S > > S TS > >L=272.29R=768.51Δ=20°18'01" 98 5 990 981 982 983 984 98 6 98 7988989991 990 995 9 8 8 9899919929939940+001+002+003+004+005+006+ 00CB-303EX MH 302MH-301FES-300CBMH-2036666CLEAN OUTCLEAN OUTCLEAN OUT-0+25995.16995.160+00994.65994.65994.13994.130+50993.58993.58993.00993.001+00992.38992.38991.73991.731+50991.14991.14990.62990.622+00990.04990.04989.44989.442+50988.88 988.88 988.33 988.333+00987.80 987.80 987.25 987.253+50986.69 986.69 986.10 986.104+00985.53 985.53 984.94 984.944+50984.35 984.35 983.72 983.725+00983.12 983.12 982.49 982.495+50981.97 981.97 981.42 981.426+00980.86 Hudson Blvd. CenterlineHORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''9759809859909951000PROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDPLAN & PROFILEC5.3ANORTH03060SEE SHEET C5.3BSEE SHEET C5.3BSee Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES MATCH EXISTINGPROPOSED ℄ GRADEEXISTING ℄ GRADEGRADE BREAK STA = 12+70.96 ELEV = 965.728 -2.32%-2.29%PT9+81.65972.43Mid6+30.74980.57EXISTING FORCE MAINEXISTING FORCE MAINEXISTING WATERMAINEXISTING WATERMAINCBMH-203RIM: 979.22INV: 973.5848" DIAR-3067SEE DETAIL C7.2/10CBMH-202RIM: 979.05INL (SW): 973.50INL (SE): 973.30INV: 973.3048" DIAR-3067SEE DETAIL C7.2/107' - 12" RCP@ 1.1%CBMH-402RIM: 972.84INV: 967.7048" DIAR-3067SEE DETAIL C7.2/10CBMH-401RIM: 972.64INL (SW): 967.68INL (SE): 967.68INV: 967.6848" DIAR-3067SEE DETAIL C7.2/108' - 15" RCP@ 0.2%977S33°27'49"E 22.57 N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50R=758.51Δ=24°39'45"97 0 975 98096 6 96 7 96 8 96 9 97 1 97 297397 4 976 977 978 979 981L=701.81R=815.00Δ=49°20'17"9709669679689699719 7 2 9 7 2 97 1 9 7 2 9 7 3974 97596296396496596696 7 96 8 96 9970 CABXCOBXCABXCABXCABX977S33°27'49"E 22.57 N38°51'11"E 175.87N51°08'49"W 10.00S38°51'11"W 58.36L=326.50R=758.51Δ=24°39'45"97 0 975 98096 6 96 7 96 8 96 9 97 1 97 297397 4 976 977 978 979 981L=701.81R=815.00Δ=49°20'17"9709669679689699719 7 2 9 7 2 97 1 9 7 2 9 7 3974 97596296396496596696 7 96 8 96 99706+007+008+009+0010+0011+0012+0013+0014+00STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> S T S > >STS>>STS>>CB 403CBMH-401CBMH-402FES 400FES 205CBMH-204CBMH-203CBMH-202MH-201CBMH-502CBMH-501FES 500666666CLEAN OUTCLEAN OUTCLEAN OUTCLEAN OUTHudson Blvd. CenterlineHORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''981.42981.426+00980.86980.86980.30980.306+50979.73979.73979.16979.167+00978.57978.57977.98977.987+50977.39977.39976.81976.818+00976.22976.22975.64975.648+50975.05 975.05 974.52 974.529+00973.95 973.95 973.37 973.379+50972.75 972.75 972.18 972.1810+00971.61 971.61 971.04 971.0410+50970.45 970.45 969.89 969.8911+00969.32 969.32 968.70 968.7011+50968.05 968.05 967.46 967.4612+00966.91 966.91 966.26 966.2612+50965.63 965.63 964.99 964.9913+00964.41 964.41 963.86 963.8613+50963.31 963.31 955960965970975980955960965970975980PROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDPLAN & PROFILEC5.3BNORTH03060SEE SHEET C5.3ASEE SHEET C5.3ASee Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 97598098599099597598098599099512" Hudson WaterTOP PIPE=978.528" Hudson SanitaryTOP PIPE=976.24CB-303RIM: 986.46INV: 981.5448" DIAR-3067SEE DETAIL C7.2/108' - 12" RCP@ 0.3%EX MH 302RIM: 986.82INL (N): 981.51INV: 979.91REPLACE WITH R-1642-B17' - SALVAGED OR NEW58" X 36" ARCH RCP@ 0.3%MH-301RIM: 986.33INL (W): 979.86INV: 979.8648" DIAR-1642-BPER DETAIL C7.2/9117' - SALVAGED OR NEW 58" X 36" ARCH RCP @ 0.2%FES-300INV: 979.65PER DETAIL C7.3/10PROPOSED GRADEEXISTING GRADEFES 205 - MH 201HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''960965970975980985960965970975980985-0+25977.89 976.320+00977.31 978.15 980.26 980.280+50979.84 979.81 976.92 979.751+00978.26 981.33 1+501+7512" Hudson WaterTOP PIPE=968.918" Hudson SanitaryTOP PIPE=966.05FES 205INV: 976.00PER DETAIL C7.3/1053' - 15" RCP @ 2.0%CBMH-204RIM: 979.38INL (E): 974.94INV: 973.7148" DIAR-3067SEE DETAIL C7.2/1041' - 15" RCP @ 1.0%CBMH-202RIM: 979.05INL (SW): 973.50INL (SE): 973.30INV: 973.3048" DIAR-3067SEE DETAIL C7.2/1037' - 15" RCP @ 1.2%MH-201RIM: 981.83INL (W): 977.63INL (SE): 972.84INV: 971.4448" DIAR-1642-BPER DETAIL C7.2/9PROPOSED GRADEEXISTING GRADECB 403 - FES 400HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''955960965970975980955960965970975980-0+25972.00 973.830+00974.34 973.62 972.60 973.320+50971.19 973.46 973.99 971.511+001+501+758" Hudson SanitaryTOP PIPE=960.6912" Hudson WaterTOP PIPE=963.73CB 403RIM: 972.96INV: 968.3348" DIAR-3067SEE DETAIL C7.2/1065' - 15" RCP @ 1.0%CBMH-401RIM: 972.64INL (SW): 967.68INL (SE): 967.68INV: 967.6848" DIAR-3067SEE DETAIL C7.2/1049' - 15" RCP @ 0.4%FES 400INV: 967.50PER DETAIL C7.3/10PROPOSED GRADEEXISTING GRADE9509559609659709509559609659708" Hudson SanitaryTOP PIPE=955.8812" Hudson WaterTOP PIPE=958.4555' - 15" RCP @ 0.2%CBMH-502RIM: 965.42INV: 962.4948" DIAR-3067SEE DETAIL C7.2/10CBMH-501RIM: 965.56INL (SE): 962.39INV: 962.3948" DIAR-3067SEE DETAIL C7.2/1043' - 15" RCP @ 0.9%FES 500INV: 962.00PER DETAIL C7.3/10PROPOSED GRADEEXISTING GRADECB 303 - FES 300HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''970970-0+25987.58987.340+00986.82986.49985.94986.450+50982.29986.25981.77984.751+00981.33981.79981.13979.661+502+002+25-0+25965.19965.560+00965.97965.90965.84965.680+50965.67965.95962.68962.901+001+501+75CB 502 - FES 500HORZ. SCALE: 1"=30''VERT. SCALE: 1"=3''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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDSTORM CROSS SECTIONSC5.3CNORTH03060See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDTYPICAL SECTIONSC5.4NO SCALETYPICAL TRANSITION SECTION (WITH TRAIL) PROPOSED B624 CONCRETECURB & GUTTER (TYP.)HUDSON BOULEVARD STA 1+56.22 TO 1+91.2626' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE%VARIES 1.6 TO 2.5*AREAS INDICATED AS MILL AND OVERLAY ON SHEET C5.5SHALL BE PAVED PER STANDARD SECTION DETAIL 3 ON SHEET C5.4.50' R/W10' UTILITYEASEMENTSee Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES℄8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)NO SCALETYPICAL LANE WIDENING SECTION (WITH TRAIL)FULL WIDTH (VARIES) PROPOSED B624 CONCRETECURB & GUTTER (TYP.)HUDSON BOULEVARD STA 0+31.1 TO 1+56.22124" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE%2.5*AREAS INDICATED AS MILL AND OVERLAY ON SHEET C5.5 SHALLBE PAVED PER STANDARD SECTION DETAIL 3 ON SHEET C5.4.2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360EX. 12' STRIPED MEDIANEX. 12'EB THRUEX. 6'SHOULDER50' R/W10' UTILITYEASEMENT50' R/W10' UTILITYEASEMENTEX. WB THRUVARIES (6'-11')WB THRUVARIES (0'-6')EX. SLOPE VARIESEX. SLOPE VARIESEXISTING PAVEMENT SECTION%VARIES 1.4-2.510' UTILITYEASEMENT2' CURB℄FULL WIDTH 37'13' STRIPED MEDIAN12' EB THRU12' WB THRU2' CURB50' R/WNO SCALETYPICAL CROWN SECTION (WITH TRAIL) PROPOSED B624 CONCRETECURB & GUTTER (TYP.)HUDSON BOULEVARD STA 1+91.26 TO 7+01.336' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE%2.5*AREAS INDICATED AS MILL AND OVERLAY ON SHEET C5.5SHALL BE PAVED PER STANDARD SECTION DETAIL 3 ON SHEET C5.4.50' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH 37'13' STRIPED MEDIAN12' EB THRU12' WB THRU2' CURB50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 23608" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360NO SCALETYPICAL CROWN SECTION (WALK WITH NO TRAIL OR CURB)SEE GRADING PLANFOR GRADING EXTENTSBEYOND HUDSON BLVD. ATINTERSECTIONHUDSON BOULEVARD STA 7+01.3 TO 7+86.465%2.560' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH VARIES13' EB TURN LANE OR4" MEDIAN CURB12' EB THRUEB TURNVARIES ('-1.5')12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360WB TURN LANEVARIES (0'-12')NO SCALETYPICAL CROWN SECTION (WITH TRAIL AND WALK)HUDSON BOULEVARD STA 7+86.46 TO 8+106%2.560' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH VARIES13'4" MEDIAN CURB12' EB THRUEB TURNVARIES (1.5'-10')12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 236012' WB TURN LANE PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURBNO SCALETYPICAL CROWN SECTION (WITH TRAIL AND WALK)HUDSON BOULEVARD STA 8+10 TO 9+81.657%2.550'-60' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANE12' EB THRUEB TURNVARIES (10'-12')12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360WB TURN LANEVARIES (0'-12') PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURBSEE GRADING PLAN FOR GRADING EXTENTSBEYOND HUDSON BLVD. AT INTERSECTION5' BOULEVARD6' SIDEWALK2' CLEAR ZONE%4%2%25' BOULEVARD6' SIDEWALK2' CLEAR ZONE%4%2%25' BOULEVARD6' SIDEWALK2' CLEAR ZONE%4%2%2 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDTYPICAL SECTIONSC5.4See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTESNO SCALETYPICAL CROWN SECTION (WITH TRAIL) SOUTH DRIVEWAYHUDSON BOULEVARD STA 9+81.65 TO 10+55.921NO SCALETYPICAL TRANSITION SECTION (WITH TRAIL)HUDSON BOULEVARD STA 12+52.06 TO 12+70.965NO SCALETYPICAL MILL AND OVERALY SECTIONHUDSON BOULEVARDEXISTING AGGREGATE BASEEXISTING BITUMINOUS BASE COURSE2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 2360EXISTING SUBBASEVARIABLE DEPTH LEVELING COURSE TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360SLOPE VARIES (REFER TO TYPICAL SECTION)7NO SCALETYPICAL LANE WIDENING SECTION (WITH TRAIL)HUDSON BOULEVARD STA 12+70.96 TO 13+65.85650' R/W10' UTILITYEASEMENT10' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANE12' EB THRU12' EB TURN12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360SHOULDERVARIES (2.5'-3.5') PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURB%VARIES 2.0 TO 2.5%VARIES 1.9-2.550' R/W10' UTILITYEASEMENT10' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANEEX. EB THRUVARIES (10'-12')EX. 12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360EX. SHOULDERVARIES (3.5'-9.0')EB THRUVARIES (0'-2')EXISTING B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURBEX. SLOPE VARIESEX. SLOPE VARIESEXISTING PAVEMENT SECTION2' SHOULDER%2.5NO SCALETYPICAL CROWN SECTION (WITH TRAIL AND WALK)HUDSON BOULEVARD STA 10+55.92 TO 11+24.882%2.550'-60' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANE12' EB THRUEB TURN ORSTRIPED SHOULDERVARIES (10'-12')12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360WB TURN LANEVARIES (0'-12') PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURBSEE GRADING PLAN FOR GRADING EXTENTSBEYOND HUDSON BLVD. AT INTERSECTION%2.550'-60' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANE12' EB THRUEB TURN ORSTRIPED SHOULDERVARIES (10'-12')12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360WB TURN LANEVARIES (0'-12') PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURB5' BOULEVARD6' SIDEWALK2' CLEAR ZONE%4%2%2NO SCALETYPICAL CROWN SECTION (WITH TRAIL AND WALK)HUDSON BOULEVARD STA 11+24.88 TO 12+14.503%2.550'-60' R/W10' UTILITYEASEMENT%2.510' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANE12' EB THRUEB TURN ORSTRIPED SHOULDERVARIES (10'-12')12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360WB TURN LANEVARIES (0'-12') PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURBNO SCALETYPICAL TRANSITION SECTION (WITH TRAIL)HUDSON BOULEVARD STA 12+14.50 TO 12+52.06450' R/W10' UTILITYEASEMENT10' UTILITYEASEMENT℄FULL WIDTH VARIES13' STRIPED MEDIAN ORWB TURN LANE12' EB THRU12' EB TURN12' WB THRU50' R/W8" AGGREGATE BASE (CLASS 6, 100% CRUSHED AGGREGATE, SPEC 3138)24" AGGREGATE SUBBASE (SELECT GRANULAR BORROW, SPEC 3149.2B)2" TYPE SP 9.5 WEAR COURSE MIXTURE (SPWEA340C), SPEC 23602" TYPE SP 12.5 NON-WEAR COURSE MIXTURE (SPNWB340C), SPEC 2360SHOULDERVARIES (0'-2.5') PROPOSED B624 CONCRETECURB & GUTTER (TYP.)6' BOULEVARD%48' BITUMINOUS TRAIL%2%22' CLEAR ZONE2' CURB%2.5%2.5 PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKING LSSLSSLSSLSS2+003+00 4+0 0 5+00 6+00 7+007+19.33>>>>>>>>WETLANDBUFFERS00°01'13"W 292.40 L=51.19 R=90.00Δ=32°35'16" S3 2 ° 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 22.57N00°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 = 3 2 6.5 0 R= 7 5 8.51 Δ = 2 4°39'45"S26°29'04"E 10.00L=272.29R=768.51Δ=20°18'01"L = 7 0 1.81 R= 8 15. 0 0Δ= 4 9 ° 2 0 '17"CABXCOBXCABXCABXCABXWE991.7WE991.8WE991.8WE991.8WEST 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. 613150HIGHWAY EASEMENT PER MNDOT ROW MAP 12-46RETAINING WALL-GRAVEL-WETLAND #1PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKINGNOPARKINGNOPARKING LSSLSSLSSLSS2+003+00 4+0 0 5+00 6+00 7+007+19.33>>>>>>>>WETLANDBUFFERS00°01'13"W 292.40 L=51.19 R=90.00Δ=32°35'16" S3 2 ° 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 22.57N00°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 = 3 2 6.5 0 R= 7 5 8.51 Δ = 2 4°39'45"S26°29'04"E 10.00L=272.29R=768.51Δ=20°18'01"L = 7 0 1.81 R= 8 15. 0 0Δ= 4 9 ° 2 0 '17"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 2 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDPAVING PLANC5.6NORTH050100:2" Mill and OverlayLEGEND:Full ReconstructionSee Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 0+509709809901000101010209709809901000101010200102030405060700-10-20-30-40-50-60-70ROW1+009709809901000101010209709809901000101010200102030405060700-10-20-30-40-50-60-70ROW1+5097098099010001010970980990100010100102030405060700-10-20-30-40-50-60-70ROW2.5%2.5%2.5%4.0%2.0%4.0%2.0%℄℄℄4.0%2.0%2+0097098099010001010970980990100010100102030405060700-10-20-30-40-50-60-70ROW 2+5096097098099010001010960970980990100010100102030405060700-10-20-30-40-50-60-70ROW 3+0096097098099010001010960970980990100010100102030405060700-10-20-30-40-50-60-70ROW ℄℄℄2.5%4.0%2.0%2.5%2.5%2.5%2.5%2.5%4.0%4:1WATERWATERFM4.0%2.0%2.0%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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDCROSS SECTIONSC5.7See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 3+50960970980990100096097098099010000102030405060700-10-20-30-40-50-60-70ROW4+00960970980990100096097098099010000102030405060700-10-20-30-40-50-60-70ROW4+50960970980990100096097098099010000102030405060700-10-20-30-40-50-60-70ROW ℄℄℄WATERFM2.5%2.5%3.5%3.5%1.5%2.5%2.5%3.5%3.5%1.5%1.5%2.5%2.5%4.0%2.0%3:13:13:1FMWATERWATERFMSTORMSTORMSTORM5+00960970980990100096097098099010000102030405060700-10-20-30-40-50-60-70ROW 5+50950960970980990100095096097098099010000102030405060700-10-20-30-40-50-60-70ROW 6+00950960970980990100095096097098099010000102030405060700-10-20-30-40-50-60-70ROW 2.5%2.5%4.0%4.0%2.0%5:1℄℄℄2.5%2.5%4.0%4.0%2.0%2.5%2.5%4.0%4.0%2.0%5:14:1WATERFMWATERFMWATERFMPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDCROSS SECTIONSC5.8See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 6+50950960970980990100095096097098099010000102030405060700-10-20-30-40-50-60-70ROW7+009509609709809901000950960970980990100001020304050607080901000-10-20-30-40-50-60-70ROW7+50950960970980990100095096097098099010000102030405060700-10-20-30-40-50-60-70ROW ℄℄℄2.5%2.5%4.0%4.0%2.0%2.5%2.5%4.0%2.0%2.5%2.5%3.5%1.5%16:110:16:13.1%4.0%WATERWATERWATERFMFMFM19:14.0%8+009509609709809909509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW℄RAISED CURBED MEDIAN2.5%2.5%4.0%2.0%1.5%3.9%2.0%4.0%WATERFMPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDCROSS SECTIONSC5.9See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 8+509509609709809909509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW9+009509609709809909509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW ℄℄2.5%2.5%4.0%4.0%2.0%2.0%2.5%2.5%4.0%4.0%2.0%2.0%5:14:12.1%3.5%WATERWATERFMFM9+509509609709809909509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW ℄2.5%2.5%4.0%4.0%2.0%2.0%4.9%4:1WATERFM9+509509609709809909509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW10+009509609709809909509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW10+509409509609709809909409509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW11+00℄℄℄2.5%2.5%4.0%4.0%2.0%2.0%2.5%2.5%4.0%2.0%2.5%4.0%2.0%2.5%4.9%4:14:110:13.1%6:14:1WATERWATERWATERFMFMFMPROJECT 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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDCROSS SECTIONSC5.10See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES 0102030405060700-10-20-30-40-50-60-7011+009409509609709809909409509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW11+509409509609709809909409509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW12+009409509609709809909409509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW ℄℄℄2.5%4.0%2.0%2.5%4.0%2.0%2.5%4.0%2.0%2.5%2.5%4.0%2.0%2.5%7:16:15:16:1WATERWATERWATERWATERWATERFMFMFMSANITARYSANITARY12+509409509609709809909409509609709809900102030405060700-10-20-30-40-50-60-70ROW ROW13+009409509609709809409509609709800102030405060700-10-20-30-40-50-60-70ROW ROW13+509409509609709809409509609709800102030405060700-10-20-30-40-50-60-70ROW ROW ℄2.5%4.0%2.0%2.5%2.5%2.5%8:16:13:13:16:1WATERWATERWATERWATERWATERWATERFMFMFMSANITARYSANITARYSANITARYSANITARYSANITARYSANITARY℄℄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 SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALHUDSON BOULEVARDCROSS SECTIONSC5.11See Sheets C5.4 and C5.5 for typical cross sections.Refer to Sheet C5.6 for mill and overlay and full reconstruction locations.The invert of the existing water main along Hudson Boulevard is assumed to be 8 ft. below existing groundelevation. Contractor to verify depth prior to construction.The invert of the existing sanitary sewer force main is assumed to be 11 ft. below existing ground elevation.Contractor to verify depth prior to construction.Layout for Hudson Boulevard provided by KLJ Engineering.Install 4-inch schedule 40 perforated PVC draintile per City of Lake Elmo standards. Refer to details 4-5 onsheet C7.4 for installation information.1.2.3.4.5.6.NOTES NO SCALE5NO SCALE8NO SCALE9CIVIL CONSTRUCTIONDETAILSC7.1SLOPEVARIESMIN7"2" - 3 " M A X10"-11"MI N 2"M A XMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.TEMPORARY COMPOST/BIO LOG45dCOMPOST/BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGINSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST.5'2.5'6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE.214'O.C.12TREE PROTECTIONINSTALL AT DRIPLINE OF TREE3113 1/2"B612 CONCRETE CURB AND GUTTERCONSTRUCT WITH REVERSE SLOPE GUTTERWHERE THE PAVEMENT SLOPES AWAY FROMCURB. GUTTER GRADE TO MATCH PAVEMENTGRADE (FORMS MAY BE TILTED).DIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINE6" AGGREGATEBASE6"7"6"8"12"6"%6.012" RAD.3" RAD.3"RAD.NO SCALE10BITUMINOUS TYP. SECTION24"3/8"CONCRETETYP. SECTIONSEALINGMATERIALTHICKENED BITUMINOUS EDGEAND CONCRETE SURFACEAGGREGATE BASEBITUMINOUS SURFACENON-EXTRUDINGFILLER1/8" RAD.12" CONCRETE RIBBON CURBNO SCALE112'4"6"100' MAX. (TYP)NOTE:RISER PIPE SHALL BE EXTENDED ABOVE GROUND LEVELINITIALLY & THEN CUT BACK TO MATCH FINAL GRADEFLOWCLEAN-OUT STRUCTURE12"6" PVC THREADEDCAP & PLUG6" PVC RISER6" PVC LONG SWEEP45° BEND4" X 6" PVC WYEENCASE IN CONCRETECONCRETE RINGIN LANDSCAPINGCONCRETE RINGIN PAVEMENTNEENAH CASTING TYPE R-1976CLEAN-OUT OR DOWNSTREAM MAIN LINE4" END CAP4" PVCNO SCALE12PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALNO SCALE1ROCK CONSTRUCTION ENTRANCECITY OF LAKE ELMONO SCALE2COMMERCIAL CONCRETE DRIVEWAYCITY OF LAKE ELMONO SCALE4SILT FENCECITY OF LAKE ELMONO SCALE7SEDIMENT CONTROL AROUND SEWER INLETCITY OF LAKE ELMONO SCALE3TYPICAL RIGHT OF WAY LAYOUTCITY OF LAKE ELMONO SCALE6TYPICAL POND SECTIONCITY OF LAKE ELMO12"8"6"CONSTRUCT WITH REVERSE SLOPEGUTTER. GUTTER GRADE TO MATCHPAVEMENT GRADE.12" RAD.3" RAD.6"7-1/4"1/4"3" RAD.7"6" AGGREGATE BASEDIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINE 12"8"6"NO SCALE12" CONCRETE RIBBON CURB1CONSTRUCT WITH REVERSE SLOPEGUTTER. GUTTER GRADE TO MATCHPAVEMENT GRADE.12" RAD.3" RAD.6"7-1/4"1/4"3" RAD.7"6" AGGREGATE BASEDIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINE6"VARIABLE 1'-4" SUMP DEPTH REFER TO PLANS FOR DEPTH PI P E D I A .VARIESNO SCALESTORM SEWER CATCH BASIN MANHOLEWITH SAFL BAFFEL8NOTE:1.ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBERGASKETS.2.MANHOLE STEPS NEENAH R198IJ OR EQUAL, 16" O.C.ALUMINUM STEPS APPROVED.3.DOGHOUSES SHALL BE GROUTED ON BOTH THEOUTSIDE AND INSIDE.MINIMUM OF 2, MAXIMUM OF 4 CONCRETEADJUSTING RINGS. WRAP ALL JOINTSBETWEEN THE RINGS, CASTING, ANDMANHOLE WITH A WATER-TIGHT WRAP.FULL BED OF MORTAR BETWEEN ANDA 6" COLLAR ON THE OUTSIDE OF RINGSPRECAST REINFORCED CONCRETE SLAB6" FOR 48" DIA.8" FOR 54" - 102" DIA.12" FOR 108" - 120" DIA.R-3250-A CASTINGUNLESS OTHERWISE NOTEDPRECAST CONCRETE MANHOLE SECTIONS(2) 24"X44" SAFL BAFFLE PANELSSECURED WITH 3/8" DIA. ANCHORBOLTS 2" EMBEDMENT.TOP OF PANELS = XXX.XNO SCALE3PROVIDE PAINTED SYMBOL ATEACH DESIGNATED ACCESSIBLEPARKING STALL. CENTER SYMBOLIN STALL NEAR DRIVE AISLE.INTERNATIONAL SYMBOL OF ACCESS67.5d2'2'2'10" DIAMETER5dALL LINES 5" WIDENO SCALE5FOOTING18" DIA.12"PIPE BOLLARD/ACCESSIBLE SIGN - MNNOTE:SIGN SHALL MEET THEREQUIREMENTS OF MN MUTCD R7-8mAND R7-8PSTANDARD STEEL 1/4"NUT & BOLT ASSEMBLY6" DIA. STEEL PIPEBOLLARD SCHEDULE 40,CONCRETE FILLED, PAINTEDTO MATCH BUIDLING TRIMEXPANSION JOINTCONCRETE WALK SECTIONCONCRETERIBBON CURB60" MIN. & 66" MAX.FROM PARKING SURFACETO BOTTOM OF SIGNAGEPER PLANPARKINGSIGN FACE ATPARKING STALLVEHICLE IDREQUIREDVAN ACCESSIBLESYMBOL 6"x6"ALL BARS TO BE 0.25"HIGH BY 8" WIDENO PARKINGACCESS AISLE(WHERE APPLICABLE)48"UP TO $200 FINEFOR VIOLATIONSIGN FACE ATACCESS AISLECONCRETE CROWNCIVIL CONSTRUCTIONDETAILSC7.2PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALBOTTOM OF CURBBOTTOM OF CURBSEE PLANSEE PLANNO SCALECONCRETE CURB TRANSITION2TOP OF CURBGUTTERTOP OF CURBGUTTERRIBBON CURBRIBBON CURBB612 CONCRETECURB AND GUTTERB612 CONCRETECURB AND GUTTERNO SCALEROUND PIPE BOLLARDFOOTING12"18" DIA.48"CONCRETE WALK ORBITUMINOUS PAVEMENTCONCRETE CROWN6" DIA. STEEL PIPE BOLLARD, SCHD. 40,CONCRETE FILLEDPAINT BOLLARD TO MATCH BUILDING TRIMCOLOR1/2" EXPANSION JOINT36"48"4NO SCALEPAINTED 'NO PARKING'NOPARKING1' 1'NOTE: TEXT SHALL BE PAINTED WHITE6" CLEAR6NO SCALESTORM SEWER CATCH BASIN MANHOLE10RIPRAP AT RCP OUTLETSCITY OF LAKE ELMONO SCALE7NO SCALESTORM SEWER MANHOLE9 FLOWFLOW6"2"2'3'-6"3'-6"2"3'-6" CATCH BASIN CASTING SUMPAT CONCRETE CURB AND GUTTERCASTING3'-6"CASTINGCASTINGPAVEMENTPAVEMENTRIM ELEVATION SHOWN ON PLANGUTTER FLOW LINECONCRETE CURB& GUTTERTAPER CURB AND GUTTEROVER THIS LENGTHNO SCALE5CIVIL CONSTRUCTIONDETAILSC7.3PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALNO SCALE2120°'D+2'2' FOR PIPE 4" OR LESS.MACHINE EXCAVATION LIMIT FOR RIGID PIPE.HAND SHAPE BOTTOM FOR SUPPORT OF RIGID PIPE.MACHINE EXCAVATION LIMIT FOR FLEXIBLE PIPE, GRANULAR FOUNDATION(IF REQUIRED), OR BEDDING REQUIRED FOR LOCAL CONDITIONS. DEPTHVARIES.PROVIDE LOCATING/MARKING TAPE MEETING LOCAL REQUIREMENTS.SEE DETAIL FOR BEDDING AND ENCASEMENT123453451D6"-12"66UTILITY TRENCHINGTRENCH WALLCONDITION VARIES2.1.INSULATION SHALL BE OF 1" OR 2" THICK BOARDS OF EXTRUDED OR EXPANDED POLYSTYRENE PLASTICFOAM SPECIFICALLY DESIGNED FOR USE IN UNDERGROUND CONSTRUCTION AND HAVING A MINIMUMCOMPRESSIVE STRENGTH OF 35 PSI. SPECIAL NOTE IS TO BE TAKEN THAT THIS TYPE IS DIFFERENTTHAN THE TYPE USED IN ORDINARY BUILDING CONSTRUCTION. THE INSULATION BOARD SHALL COMPLYWITH ATSM-D 1621.6" GRANULAR MATERIAL SHALL BE WELL COMPACTED AND LEVELED TO PERMIT PROPER BEARING FORINSULATION BOARD.6" GRANULAR. MAT.6" GRANULAR. MAT.8'4"6"dSANITARY SEWER INSULATIONPIPENO SCALE96GATE VALVE INSTALLATIONCITY OF LAKE ELMONO SCALE1TYPICAL HYDRANT SECTIONCITY OF LAKE ELMONO SCALE2WATERMAIN OFFSETCITY OF LAKE ELMONO SCALE3NO SCALE6" MIN.GRANULAR FOUNDATIONCLASS C BEDDINGTHE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL,OR DENSELY COMPACTED FILL MATERIAL UP TO A HEIGHT EQUAL TO ONE-SIXTHTHE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH (d) OF THE BEDDING MATERIALBELOW THE PIPE IS A MINIMUM OF 3" FOR 27" AND SMALLER PIPE, 6" FOR 66"DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE REMAININGSIDEFILL AND BACKFILL MATERIAL IS COMPACTED NATIVE SOILS. CLASS C (DIP & RCP)1/8 H 1/6 Bcd BcPIPE BEDDINGd = DEPTH OF BEDDING MATERIAL UNDER PIPEH = BACKFILL COVER ABOVE PIPEBc = OUTSIDE DIAMETERCOMPACTEDGRANULAR MATERIALOR DENSELY COMPACTEDFILL MATERIALHAND TAMPEDNATIVE MATERIAL46"ISOMETRIC27"-36"48"-54"21"24"78"-90"60"-72"42"18"15"1 1/4"Ø1 1/4"Ø1 1/4"Ø1"Ø1"Ø1"Ø3/4"Ø3/4"ØPIPE SIZEH12"3/4"ØBARS1"6"7"8"1"1"4"5"6"4"3"3/4"3/4"3/4"5/8"5/8"2 1/2"`H'5/8"BOLTSANCHOR CLIP24" MAXPROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARDTO FLARED END SECTION. HOT DIP GALVANIZE AFTERFABRICATION.TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLTFASTENERS PER JOINT. INSTALL AT60d FROM TOP OR BOTTOM OF PIPE.FLARED END SECTION AND TRASH GUARDTRASH GUARD SIZINGNO SCALE10NO SCALESECTION A-AFLOWAS NEEDED 1'-4"4'7"MANHOLE CASTING AND COVER, NEENAH R-1642-B, ESS BROS. 309, ORAPPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES.27"48'20" TO SPRING LINE(MAX.)SANITARY SEWER MANHOLENOTES:1.ON MANHOLES 8' DEEP AND GREATER A ONEFOOT FOUR INCH (1'-4") PRECAST SECTION SHALLBE PLACED IMMEDIATELY BELOW CONE SECTION.2.ALL JOINTS BETWEEN SECTIONS SHALL HAVE "O"RING RUBBER GASKETS.3.MINIMUM BOTTOM SLAB THICKNESS OF 6" FOR 14'STRUCTURE DEPTH. INCREASE SLAB THICKNESS1" FOR EACH 4' OF DEPTH GREATER THAN 14' ANDREINFORCE WITH 6"X6" W1.4/W1.4 W.W.F.2" ADJUSTING RINGS ASREQUIRED (MINIMUM 2, MAXIMUM 4)FULL BED OF MORTAR BETWEEN RINGS,CASTING AND ON OUTSIDE OF RINGS.ADJUST CASTING TO 1/2"BELOW FINISHED GRADE.SLOPE 2"/FOOTSTEPS 16" O.C. ONDOWNSTREAM SIDE8NO SCALEWATERMAIN WET TAP7UNDISTURBED EARTHSTAINLESS STEEL TAPPING SLEEVETHRUST BLOCKCONCRETE BLOCKCOMPACTED GRANULARBACKFILL OR ROCKGATE VALVEUNDISTURBED EARTH CIVIL CONSTRUCTIONDETAILSC7.4PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTAL3:1 DITCH BOTTOM3:1DITCH BOTTOM 2: 1 2:12.5'6"2.5'NO SCALEROCK DIKE13:11-1/2" CLEAR ROCKFLOW6" MINUS ROCKNO SCALEFLOATING HEAD SKIMMER2NO SCALERESERVED3NO SCALEDRAINTILE CLEANOUT4NO SCALEDRAINTILE CONNECTIONS5NO SCALE66" MAX.42" 7'-0" 4'10' MAX SPACING2'6" MIN.1'-6"42" VINYL COATED CHAINLINK FENCETIE WIRES SPACED18" +/- ON CENTER1-1/4" CONTINUOUSMESH FENCE FABRICVINYL COATEDBOTTOMKNUCKLEDRAIL WITH STRAPSLOPE TOP OF FOOTINGCONCRETE FOOTINGAT TERMINAL ANDCORNER POSTS ONLYTENSION BARSTRAP FOR MESH15" O.C., TYP.RAIL WITH STRAP3" O.D. STEEL END ATTERMINAL AND CORNERPOST WITH CAP, TYP.1-5/8" O.D.BRACE RAILCHAIN LINK, TOP KNUCKLED1-5/8" O.D. BRACE RAIL2-1/2" O.D. STEEL LINEPOST WITH CAP, TYP.NO SCALESIDEWALK AND TRAIL STANDARD NOTES9NO SCALE7GRADING AND EROSIONCONTROL STANDARD NOTESNO SCALESITE RESTORATION STANDARD NOTES9 CIVIL CONSTRUCTIONDETAILSC7.5PROJECT 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 SUBMITTALMAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALNO SCALEPEDESTRIAN CURB RAMP DETAILS1 CONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONABC1013Abies concolorWhite Fir40`H x 20`W10` HT.B & BABC619Abies concolorWhite Fir40`H x 20`W6` HT.B & BABC812Abies concolorWhite Fir40`H x 20`W8` HTB & BPIA615Picea abiesNorway Spruce50`H x 30`W6` HT.B & BPIA820Picea abiesNorway Spruce50`H x 30`W8` HTB & BPIGL21Picea glaucaWhite Spruce50`H x 20`W8` HTB & BPID1023Picea glauca `Densata`Black Hills Spruce45`H x 20`W10` HT.B & BPID611Picea glauca `Densata`Black Hills Spruce45`H x 20`W6` HT.B & BPID810Picea glauca `Densata`Black Hills Spruce45`H x 20`W8` HTB & BPIST13Pinus strobusEastern White Pine80`H x 40`W8` HTB & BDECIDUOUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACNO4Acer rubrum `Northwood`Northwood Maple50`H x 40`W2.5"CalB & BCEOC5Celtis occidentalisCommon Hackberry50`H x 50`W2.5"CalB & BULMO5Ulmus x `Morton Accolade` TMAmerican Elm `Accolade`60`H x 40`W2"CalB & BDECIDUOUS SHADE TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU15Acer rubrum `Autumn Spire`Autumn Spire Maple50`H x 25`W2.5" Cal.B & BASFF2Acer saccharum `Fall Fiesta`Fall Fiesta Sugar Maple60`H x 50`W2.5"CalB & BBENI4Betula nigraRiver Birch60`H x 50`W2.5"CalB & BGLTR15Gleditsia triacanthos `Impcole` TMImpcole Honeylocust30`H x 35`W2.5"CalB & BQUBI5Quercus bicolorSwamp White Oak55`H x 55`W2.5"CalB & BTILG8Tilia cordata `Greenspire`Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONJUHU21Juniperus horizontalis `Hughes`Hughes Juniper0.5`H x 7`W5 GAL.POTJUKA13Juniperus x pfitzeriana `Kallay`s Compact`Kallay`s Compact Juniper3`H x 5`W5 GAL.POTRAGL54Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac2`H x 7`W2 GAL.POTTAXT49Taxus x media `Tauntonii`Tauton Yew4`H x 5`W#5POTGRASSESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONSCSB14Schizachyrium scoparium `Blue Heaven`Blue Heaven Little Bluestem2`H x 3`W1 GAL.POTSPHE190Sporobolus heterolepisPrairie Dropseed3`H x 3`W#2POTPERENNIALSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONYUCI24Yucca filamentosa `Ivory Tower`Ivory Tower Yucca4`H x 4`W1 GAL.POTPROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS>>STS>>STS>>STS >>STS>>STS>>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>>STS>>STS >> STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSTS >>STS>>ST S>>TEAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT5' DRAINAGE &UTILITY EASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85CABX SS HYD SS SSHYD HYD SS SSHYDSSSS HUDSON BLVD.HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSO N B L V D . Public S t r e etRETAINING WALLWETLAND #1LOT 1BLOCK 2LOT 1BLOCK 1(DESIGNED BY OTHERS)STS >>STS>>STS>>STS>>STS >>STS>>STS>>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>>STS>>STS >> STS >> STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSTS >>STS>>ST S>>AABBCCDDLOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2LOT 3BLOCK 2L2.11ENLARGEDLANDSCAPE PLAN14(TYP)14(TYP)L7.1LP2.4CONIFEROUS TREE ON SLOPEPLANTING (TYP)21L7.1LP2.3CONIFEROUS TREEPLANTING (TYP)L7.1A-ASECTIONA-A2323L7.1B-BSECTIONB-BL7.2D-DSECTIOND-DL7.2C-CSECTIONC-CL7.16' PRIVACY FENCE(TYP)2323PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE LOT LINE LOT LINE LOT LINELOT LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEP R O P E R T Y L I N EL2.11ENLARGEDLANDSCAPE PLAN(1) PIST(3) PIA8(3) PID8(1) PID8(1) ABC8(1) PIST(1) PIST(1) ACRU(1) ACRU(1) TILG(2) BENI(2) BENI(3) ABC8(2) PIA8(1) ABC8(1) ACRU(2) PID8(1) PIST(2) PID10(3) PID6(2) ABC10(2) PID8(1) PIA8(2) 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) GLTR(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) ACRU(1) GLTR(3) GLTR(2) ACRU(1) GLTR(1) ACRU(2) GLTR(3) TILG(3) ULMO(1) ACNO(3) CEOC(1) PID8(3) ACNO(1) CEOC(1) ULMO(1) CEOC(1) ULMO(1) PIA8(1) PIA8(2) GLTRPROJECT 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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALOVERALLLANDSCAPE PLANL2.0Reserved.Coordinate installation with Contractors performing related work.Reserved.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.Reserved.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 for all turf, perennials, shrubs and trees. Irrigation shall be designed by irrigation contractor. Contractor shallsubmit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase andinstallation. Contractor shall follow all applicable codes 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.Reserved.Six (6') foot privacy fence. Trex or similar approved by Owner. Color: TBD. See Detail L7.0/6.Reserved.Irrigation for Lot 3, Block 2 to be provided in phase one of construction and supply to come from Lot 1, Block 2. Contractor to provideall piping and valves necessary in phase one so that the supply for Lot 3, Block 2 can be disconnected from Lot 1, Block 2 andreconnected to the future Lot 3, Block 2 building.See additional Landscape Notes on sheet L7.1.2.3.4.5.6.7.9.10.11.13.16.19.20.22.24.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.OVERALL PLANT SCHEDULECITY REQUIREMENTS8.12.14.15.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 calculations3.Street trees (837 l.f. street frontage)*Required81 trees153.5 inches(76 trees)17 treesProvided203 trees155.5 inches(77 trees)17 treesLEGENDNORTH06012017.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 trees21.18.Notes and Additional Plantings1.Additional trees for screening on north and west2.*Required street trees along Hudson Blvd are notproposed in lot frontage due to 10' min. separationfrom utility lines per City Code. Total quantities ofrequired street trees provided elsewhere on site.Applicant has asked for PUD flexibility for this requirement.3.Total required tree and shrub quantities areprovided on-site.Requirednot requiredProvided86 trees23.(X)CODEDenotes trees counted forinterior parking requirementProposed fenceExisting treesEasement lineExtents of Enlarged Landscape PlanDenotes area of sodDenotes rock mulchDenotes Low Maintenance Turf seed mix (MNDOT 25-131)Denotes Stormwater seed mix (MNDOT 33-261)Denotes Shallow Rooted BMP seed mix (BWSR)Denotes Dry Swale/Pond seed mix (MNDOT 33-262)Denotes Pollinator Plot Urban seed mix (BWSR 38-631)Denotes Cut Less seed mix (Ramy Turf Products or approved equal) PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING S4 6 ° 0 3 ' 2 6 " E 1 0 7 . 9 8 STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>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 >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >STS >>STS>>STS>>0+00 STS>>TSE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENT5' DRAINAGE & UTILITY EASEMENTSOUTHWEST DRIANAGE DITCHHWL=981.49(PRIVATELY OWNED AND MAINTAINED)HWL=981.85HIGHWAY EASEMENT PER DOC. NO. 90695WETLAND #1LOT 1BLOCK 2HUDSON BLVD.(3) PIGL(37) SPHE(13) JUKA(3) JUHU(39) SPHE(3) JUHU(1) ACRU(8) SPHE(9) YUCI(6) SCSB(8) SCSB(6) YUCI(17) SPHE(23) SPHE(12) SPHE(4) TILG(6) JUHU(1) ACRU(5) GLTR(5) SPHE(3) YUCI(6) SPHE(2) YUCI(3) JUHU(34) SPHE(6) JUHU(4) YUCI(12) RAGL(6) RAGL(12) RAGL(6) RAGL(12) RAGL(6) RAGL(9) SPHE(49) TAXT13(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)15(TYP)13(TYP)L7.1LP2.1DECIDUOUS TREEPLANTING (TYP)15(TYP)13(TYP)12(TYP)8' Wide Frontage Stripwith evergreen hedgePROJECT 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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALENLARGEDLANDSCAPE PLANL2.1NORTH03060Reserved.Coordinate installation with Contractors performing related work.Reserved.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.2.3.4.5.6.7.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.LEGEND(X)CODEDenotes trees counted forinterior parking requirementProposed fenceExisting treesEasement lineExtents of Enlarged Landscape PlanDenotes area of sodDenotes rock mulchDenotes Low Maintenance Turf seed mix (MNDOT 25-131)Denotes Stormwater seed mix (MNDOT 33-261)Denotes Shallow Rooted BMP seed mix (BWSR)Denotes Pollinator Plot Urban seed mix (BWSR 38-631)Denotes Cut Less seed mix (Ramy Turf Products or approved equal)8.12.14.13.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.Reserved.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.9.10.11.15.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 for all turf, perennials, shrubs and trees. Irrigation shall be designed by irrigation contractor. Contractor shallsubmit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase andinstallation. Contractor shall follow all applicable codes 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.16.17.18.19.Reserved.Six (6') foot privacy fence. Trex or similar approved by Owner. Color: TBD. See Detail L7.0/6.Reserved.Irrigation for Lot 3, Block 2 to be provided in phase one of construction and supply to come from Lot 1,Block 2. Contractor to provide all piping and valves necessary in phase one so that the supply for Lot 3,Block 2 can be disconnected from Lot 1, Block 2 and reconnected to the future Lot 3, Block 2 building.See additional Landscape Notes on sheet L7.1.20.21.22.23.24.LANDSCAPE NOTES ΔT NH H YD (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.Public StreetHIGHWAY EASEMENT PER MNDOT ROW MAP 12-46 HUDSO N B L V D . Public Str e etRETAINING WALLWETLAND #198097697 6977 9 7 7 9779789 7 8 978979 9 7 9 97998098098 1 98 1981 981 976 975 975973974976977978980981 98298598 4984985990 982983984986987988989991992993994990988989991992985990 986987988989991980985 979981982983984986987988 975974 976980981981 980981 980981980980981T EAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFER987 970975980985966967968969971972973974976977978979981982983984986987988989980976977978979975970DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT40' DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTWCWCWCWCWCWCWCWC5' DRAINAGE & UTILITYEASEMENTSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.8599099510009899919929939949969979989991001990989991992990 989991 985986987988989980977978979981982983984 970969971972970966967968969971972972971972973974988989975980985973974976977978979981982983984986987975974974976977978979 975 962963964965966967968969970LOT 1BLOCK 2LOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2LOT 3BLOCK 218(TYP)18(TYP)18(TYP)18(TYP)18(TYP)18(TYP)17(TYP)17(TYP)18(TYP)18(TYP)7(TYP)7(TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)17(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)17(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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSEEDING AND TURFPLANL2.2NORTH060120Reserved.Coordinate installation with Contractors performing related work.Reserved.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.Reserved.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 for all turf, perennials, shrubs and trees. Irrigation shall be designed by irrigation contractor. Contractor shallsubmit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase andinstallation. Contractor shall follow all applicable codes 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.Reserved.Six (6') foot privacy fence. Trex or similar approved by Owner. Color: TBD. See Detail L7.0/6.Reserved.Irrigation for Lot 3, Block 2 to be provided in phase one of construction and supply to come from Lot 1, Block 2. Contractor to provideall piping and valves necessary in phase one so that the supply for Lot 3, Block 2 can be disconnected from Lot 1, Block 2 andreconnected to the future Lot 3, Block 2 building.See additional Landscape Notes on sheet L7.1.2.3.4.5.6.8.9.10.11.12.13.14.15.16.19.20.21.22.23.24GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.Denotes area of sodDenotes rock mulchLEGENDNORTH060120Denotes 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.Denotes Shallow Rooted BMP seed mix (BWSR)Seed at rate of 41.31 lbs/acre.Denotes Dry Swale/Pond seed mix (MNDOT 33-262)Seed at rate of 44.0 lbs/acre.Denotes Pollinator Plot Urban seed mix (BWSR 38-631)Seed at rate of 19.90 lbs/acre.Denotes Cut Less seed mix (Ramy Turf Products or approved equal)Seed at rate of 150.0 lbs/acre.18.7.Denotes extents of Parking Area (192,905 s.f.)CITY REQUIREMENTSMinimum 5% of interior Parking Area must be greenspaceParking AreaBuildingNet Parking Area192,905 s.f. 50,527 s.f.142,378 s.f.Interior Parking Areagreenspace7,119 s.f.RequiredProposed9,618 s.f. PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING COMM COMMCOMMCOMMCOMMTEAST INFILTRATION BASINHWL=972.75BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.49NWL=967.50BTM=964.50WETLANDBUFFERSOUTHWESTDRIANAGE DITCHHWL=981.49(PRIVATELY OWNEDAND MAINTAINED)HWL=981.85CABX ST COBX CABX SS CABX CABX SS HYD SS SSHYD HYD SS SSHYD SSHYDSS HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150RETAINING WALLWETLAND #1LOT 1BLOCK 2LOT 1BLOCK 1(DESIGNED BY OTHERS)LOT 2BLOCK 2LOT 3BLOCK 2COMM COMMCOMMCOMMCOMM8(TYP)LOT 1BLOCK 1(DESIGNED BY OTHERS)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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSOIL AMENDMENTPLANL3.0Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Soil amendments. Use MNDOT Grade 1 Compost. Till to a depth of four (4") inches.Follow MNDOT Standard Specifications for tilling techniques and requirements for construction.See sheet L2.0 for complete landscape plan.2.3.5.6.GENERAL NOTESSOIL AMENDMENT NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.Denotes areas of soil amendmentLEGENDNORTH0601204.Areas of soil amendment: 50 % of total pervious area required to receive soil amendments.CALCULATIONSSoil amendment areaRequiredProposedTotal pervious area, Lot 1, Block 2 - 69,723 s.f.34,862 s.f. (50 %)38,787 s.f. (56 %)Lot 1, Block 1 soil amendment plan shall be provided by others.Lot 2, Block 2 and Lot 3, Block 2 soil amendment plans shall be provided during future development phases. 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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 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 BED4LANDSCAPEDETAILSL7.0NO SCALEPRIVACY FENCE6NO SCALECity of Lake Elmo Standard Notes7 PROPOSED CONIFEROUS TREE(10' installed height)PROPOSED DECIDUOUS TREE(10' installed height)PROPOSED PRIVACY FENCE(in background, 6' height)PROPOSED DECIDUOUS TREE(15-20 year growth)PROPOSED CONIFEROUS TREE(15-20 year growth)ADJACENT HOMEPROPOSEDAUTO DEALERSHIP(30' height)VIEW ANGLEVIEW ANGLEPROPERTY LINE DRAINAGE / UTILITY EASEMENT LINE 158'GROUND PLANEPROPOSED CONIFEROUS TREE(8' installed height)PROPOSED PRIVACY FENCE(6' height)PROPERTY LINE DRAINAGE / UTILITY EASEMENT LINEPROPOSED CONIFEROUS TREE(6' installed height)PROPOSED CONIFEROUS TREES(15-20 year growth)POTENTIAL FUTURE BUILDING(30' height)ADJACENT HOMEVIEW ANGLEVIEW ANGLE249'GROUND PLANEADJACENT STORMWATER BASINPROJECT 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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSECTIONSL7.1SECTION A-ASECTION B-BSCALE 1"=10'SCALE 1"=10' ADJACENT HOMEPROPOSED PRIVACY FENCE(6' height)PROPERTY LINEDRAINAGE / UTILITY EASEMENT LINEVIEW ANGLEVIEW ANGLEPROPOSED DECIDUOUS TREE(10' installed height)PROPOSED DECIDUOUS TREE(15-20 year growth)PROPOSED CONIFEROUS TREE(8' installed height)PROPOSED CONIFEROUS TREES(15-20 year growth)POTENTIAL FUTURE BUILDING(30' height)GROUND PLANE113'ADJACENT HOMEVIEW ANGLEVIEW ANGLEPROPERTY LINEDRAINAGE / UTILITY EASEMENT LINE PROPOSED CONIFEROUS TREE(8' installed height)PROPOSED CONIFEROUS TREE(15-20 year growth)PROPOSED CONIFEROUS TREE(15-20 year growth)PROPOSED CONIFEROUS TREE(15-20 year growth)PROPOSED CONIFEROUS TREE(8' installed height)PROPOSED CONIFEROUS TREE(8' installed height)PROPOSED INFILTRATION BASINPROPOSED PRIVACY FENCE(6' height)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 SUBMITTAL04/14/2023MAR. 07, 2023 WATERSHED SUBMITTALMAR. 16, 2023 CITY SUBMITTALMAR. 30, 2023 CITY SUBMITTALAPR. 14, 2023 CITY SUBMITTALSECTIONSL7.2SECTION C-CSECTION D-DSCALE 1"=10'SCALE 1"=10' NOPARKING NOPARKING NOPARKING L210 L210 L210 L210 L210 L210 L211 L210 L210 L211 L211L211 L211 L211L211 L211 L211L211 L210 L210L210 L173L174 13'AFF 13'AFF L173 13'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 L173 13'AFF L174 13'AFF L17313'AFF L173 13'AFF L17313'AFF L173 26'AFF L17326'AFF L17326'AFF L173 26'AFF L17326'AFF L17326'AFF L212 L212 L212 L212 L143 L173 13'AFF L143 L144 L143 L143 L143 L143 L143 L143 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 0.2 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 2.3 2.5 2.9 3.1 3.0 2.6 2.4 2.3 2.3 2.1 1.6 1.0 0.6 0.4 0.2 0.1 0.2 0.4 0.8 1.2 1.5 2.0 0.8 0.5 0.3 0.1 0.2 0.5 1.0 1.4 1.8 2.4 1.2 0.9 0.6 0.7 1.0 0.1 0.3 0.6 1.1 1.6 2.1 2.7 0.9 1.1 1.4 0.1 0.3 0.6 1.1 1.6 2.1 1.3 1.7 2.1 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 1.8 2.4 0.1 0.2 0.5 1.0 2.0 2.8 0.1 0.2 0.5 0.9 1.9 2.6 0.1 0.2 0.5 1.0 1.7 2.1 0.1 0.2 0.5 1.0 1.5 1.7 0.1 0.2 0.5 1.0 1.3 0.1 0.2 0.5 1.0 1.5 1.6 0.1 0.2 0.5 1.0 1.4 1.6 0.1 0.2 0.5 1.0 1.3 1.4 0.1 0.2 0.5 1.0 1.1 1.2 0.1 0.2 0.5 1.0 0.9 1.2 0.1 0.2 0.5 1.0 0.8 1.0 1.9 0.1 0.2 0.5 1.0 0.8 0.9 1.8 2.8 0.1 0.2 0.5 1.1 0.8 0.7 1.4 2.3 0.1 0.3 0.6 1.3 0.9 0.6 0.9 1.6 2.2 0.1 0.3 0.7 1.4 0.9 0.6 0.7 1.3 1.9 0.1 0.3 0.7 1.4 1.0 0.7 0.9 1.4 0.1 0.3 0.7 1.3 1.1 1.0 1.2 0.1 0.3 0.6 1.2 1.8 5.1 6.0 6.0 6.5 7.0 6.7 6.2 6.3 5.1 1.9 1.5 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 1.5 3.6 4.1 0.1 0.3 0.6 1.1 4.6 4.8 4.6 0.1 0.3 0.6 1.1 5.3 5.3 4.6 0.1 0.2 0.5 0.9 2.3 4.8 3.9 3.1 0.1 0.2 0.4 0.7 2.8 3.1 3.7 5.3 2.4 3.2 3.9 3.3 2.4 2.1 0.1 0.2 0.5 0.8 1.8 2.2 2.7 4.8 3.3 3.2 2.8 2.2 1.8 0.1 0.2 0.6 1.1 2.8 4.0 3.6 5.3 2.4 2.3 1.7 1.4 0.1 0.2 0.7 1.3 2.3 2.0 1.5 1.1 1.0 0.2 0.3 0.8 1.7 1.3 0.9 1.0 0.2 0.4 1.0 2.2 1.4 1.0 1.3 0.3 0.6 1.3 2.9 1.5 1.1 1.6 2.3 0.4 0.8 1.6 3.5 1.8 1.3 2.0 2.8 0.4 0.8 1.6 3.4 2.2 1.3 2.1 2.9 0.3 0.5 1.2 2.8 2.7 1.5 2.0 2.4 0.2 0.4 1.1 2.2 2.9 1.6 1.7 1.9 0.2 0.4 0.9 1.7 2.8 1.4 1.4 1.6 0.1 0.3 0.9 1.4 2.6 1.3 1.2 1.5 0.1 0.3 0.7 1.1 2.5 1.3 1.2 1.5 0.1 0.2 0.4 0.8 2.4 1.3 1.1 1.4 0.1 0.2 0.4 0.7 2.5 1.3 1.1 1.5 0.1 0.2 0.5 0.9 2.5 1.3 1.4 1.9 0.1 0.2 0.7 1.3 2.8 1.5 2.0 2.5 0.1 0.3 0.8 1.4 1.8 3.9 10.0 3.0 1.7 2.4 2.9 0.2 0.3 0.9 1.9 2.8 1.6 2.3 2.9 0.3 0.4 1.2 2.6 2.4 1.3 1.7 2.4 0.4 0.7 1.6 3.4 2.9 4.0 2.1 1.1 1.2 1.7 0.4 0.8 1.8 3.7 2.0 1.0 1.1 1.4 0.4 0.6 1.6 3.3 2.1 1.1 1.0 1.4 0.2 0.4 1.3 2.6 1.9 1.1 1.2 1.5 0.2 0.4 1.1 1.9 2.0 1.0 1.1 1.5 0.1 0.3 0.9 1.5 2.4 1.2 1.4 1.6 0.1 0.3 0.8 1.3 2.7 1.4 1.7 2.0 0.1 0.2 0.5 0.9 10.4 2.8 1.5 2.0 2.6 0.1 0.2 0.4 0.7 5.3 11.5 5.2 5.1 4.5 3.9 2.7 1.4 1.9 2.8 0.1 0.2 0.4 0.7 4.3 8.7 4.9 5.0 3.4 2.5 1.5 1.8 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 0.8 0.6 0.6 0.0 0.1 0.2 0.3 0.3 0.4 0.7 0.4 0.4 0.3 0.4 0.6 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 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 0.2 0.2 0.2 0.3 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 1.6 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 2.4 1.9 1.5 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 3.0 2.4 1.9 1.5 1.5 2.0 2.6 3.4 5.5 5.4 5.6 5.8 5.6 5.7 4.3 3.5 2.9 2.3 1.9 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 6.2 6.2 5.6 4.5 3.4 2.7 2.2 1.9 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 5.1 5.9 6.3 5.6 4.2 3.0 2.3 2.0 1.7 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 5.4 4.0 3.0 2.4 2.1 1.7 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 5.7 5.0 5.1 5.9 6.2 5.3 3.9 2.8 2.2 1.9 1.6 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 1.7 1.6 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 1.9 1.6 1.5 2.0 2.6 3.5 4.4 5.3 5.7 5.8 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 1.9 1.6 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 1.9 1.5 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 1.8 1.4 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 1.3 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 3.9 2.8 2.2 1.9 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 1.4 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 2.9 2.2 1.9 1.4 1.8 2.5 3.2 4.4 5.7 6.7 7.2 7.0 6.6 6.9 7.6 8.0 7.9 7.3 6.7 6.7 7.1 6.8 6.0 4.8 3.6 2.8 2.2 1.6 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 7.4 6.5 5.3 4.1 3.1 2.5 1.8 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 6.1 4.9 3.6 2.8 2.2 1.7 1.6 2.1 2.7 3.7 5.2 6.2 6.3 5.4 5.1 5.5 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 1.7 2.7 3.6 5.4 5.0 5.4 5.8 5.2 5.4 3.9 2.8 2.2 1.5 1.7 2.3 1.8 2.0 2.6 3.6 5.2 4.9 5.3 5.8 5.2 5.3 3.8 2.8 2.2 2.0 1.2 1.4 1.8 2.0 2.4 3.3 1.5 1.8 2.4 3.4 4.9 5.7 5.8 4.8 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 1.2 1.4 2.0 2.6 3.1 3.9 1.5 1.9 2.5 3.4 4.3 4.9 5.2 5.0 5.2 5.8 6.1 6.0 5.6 5.1 5.2 5.5 5.3 4.7 3.7 2.7 2.2 1.8 1.5 1.2 1.4 2.1 3.1 4.1 4.7 1.3 1.7 2.2 2.8 3.4 3.9 4.3 4.4 4.5 4.9 5.3 5.5 5.4 5.3 4.9 4.7 4.6 4.2 3.7 3.1 2.5 2.1 2.0 1.8 1.6 1.5 3.1 4.0 5.0 5.1 1.0 1.3 1.6 1.9 2.3 4.6 5.6 5.7 5.7 5.7 5.3 4.2 3.3 2.9 2.5 2.1 1.8 1.9 2.4 3.2 3.4 2.8 3.8 4.5 4.4 1.1 1.3 1.5 1.5 9.0 10.7 7.7 3.8 4.1 3.7 3.0 1.4 1.7 1.9 2.0 11.9 15.1 10.2 4.3 3.5 2.7 1.7 2.1 2.5 2.8 4.5 9.4 5.2 3.7 2.9 2.1 2.7 3.2 3.7 5.5 10.0 10.0 5.8 4.0 3.3 2.6 2.0 3.0 3.5 4.0 4.5 5.8 7.0 7.2 5.8 4.3 3.5 2.7 2.0 3.9 4.5 4.6 5.1 6.5 8.7 8.8 6.4 4.6 3.7 2.9 2.1 4.5 4.9 4.9 5.4 7.3 12.8 12.5 7.0 4.9 4.1 3.4 2.6 4.4 4.8 4.7 5.2 6.8 9.8 9.5 6.6 5.0 4.5 4.1 3.4 3.6 4.1 4.3 4.6 5.8 7.1 6.9 5.8 5.0 4.8 5.0 4.3 2.6 3.3 3.7 4.0 5.7 9.8 9.4 5.8 4.8 4.8 5.0 4.6 2.0 2.6 3.1 3.5 5.4 10.4 10.4 5.7 4.7 4.8 5.1 4.5 1.7 2.2 2.6 3.2 4.5 5.8 6.3 5.1 4.7 4.8 4.6 4.0 1.4 1.8 2.2 2.9 3.7 3.8 4.5 4.8 4.7 4.7 4.3 3.5 1.0 1.3 1.7 2.4 2.9 2.7 3.8 4.4 4.6 4.7 4.1 3.3 1.0 1.2 1.5 1.8 2.0 1.7 3.6 4.3 4.6 4.7 4.3 3.5 1.2 1.5 1.6 1.5 1.5 1.2 4.6 4.8 4.7 4.9 4.6 4.0 1.5 1.8 1.8 1.6 1.6 1.6 7.3 5.5 4.8 4.9 5.2 4.5 2.2 2.0 2.5 5.7 4.6 4.7 5.0 4.7 2.4 2.8 2.8 2.6 3.9 9.0 7.9 6.3 7.5 4.7 4.2 4.5 5.0 4.4 3.4 3.6 3.5 3.2 4.3 8.2 6.6 2.8 3.9 3.8 4.0 4.3 4.2 3.7 4.2 4.4 4.1 3.9 4.4 5.1 4.3 4.2 4.2 3.8 3.1 4.4 4.5 4.4 4.6 5.5 6.5 6.6 5.6 4.8 4.4 3.8 3.1 4.1 4.3 4.5 4.9 6.8 11.3 11.3 6.9 5.2 4.5 3.8 3.0 3.1 3.7 4.1 4.7 6.9 11.5 11.0 7.0 5.3 4.6 3.8 3.0 2.3 3.0 3.5 4.3 5.9 7.1 7.1 6.2 5.2 4.6 4.1 3.4 1.9 2.4 2.9 3.6 5.1 6.2 6.7 5.6 4.8 4.6 4.8 4.0 1.5 1.9 2.2 2.8 4.8 9.3 10.0 5.4 4.4 4.4 4.8 4.4 1.1 1.4 1.6 2.1 4.2 8.9 4.6 3.7 4.2 4.8 1.0 1.2 1.5 1.9 3.1 5.0 6.2 11.9 8.8 10.5 11.6 9.9 12.9 9.8 12.2 11.0 12.8 9.9 12.9 4.0 3.7 4.2 1.2 1.4 1.9 2.6 3.6 4.6 5.5 6.7 6.0 6.2 6.5 6.8 7.4 7.0 7.6 7.9 8.4 7.5 7.6 4.6 4.3 4.3 4.0 1.3 1.6 2.0 3.0 4.0 4.6 4.6 4.1 3.6 3.2 3.3 3.4 3.5 3.6 3.8 4.5 5.5 5.8 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 3.6 3.0 1.3 1.7 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 3.7 3.6 3.2 2.7 1.1 1.5 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 2.6 2.4 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 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.4 1.2 0.5 0.3 0.7 1.4 1.7 1.9 1.6 1.3 1.1 1.0 1.4 1.7 2.2 2.4 2.4 2.2 1.8 1.5 1.5 1.5 1.7 2.0 2.3 2.5 2.4 2.1 1.7 1.3 1.1 1.0 1.1 1.2 1.4 1.6 1.8 1.9 1.9 1.9 1.6 1.4 1.2 1.0 1.0 1.1 1.3 1.6 2.0 2.1 2.0 1.7 1.4 1.2 1.1 1.1 1.2 1.4 1.8 2.0 2.1 1.9 1.5 1.2 0.9 0.6 0.4 0.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 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 0.1 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 3.9 6.5 9.112.46.3 4.3 3.9 6.3 6.6 4.0 4.4 6.6 4.7 2.6 2.0 1.9 2.1 3.1 6.0 6.3 2.8 5.6 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 13.1 10.9 12.3 11.8 12.1 7.8 6.2 5.1 5.1 5.4 5.4 6.0 7.3 11.6 3.6 9.3 11.2 10.5 8.6 10.2 7.8 7.4 9.7 13.3 11.9 12.9 13.4 12.8 12.2 10.4 10.9 2.84.9 7.0 4.9 4.1 6.6 7.5 4.4 4.7 7.2 5.0 2.5 1.8 1.2 0.9 0.8 1.5 4.3 3.0 5.0 7.7 5.4 3.5 4.7 7.6 6.0 1.4 2.1 1.7 0.5 2.7 1.8 0.5 0.2 2.9 1.8 0.5 0.2 2.9 2.8 1.6 0.4 2.5 2.5 1.1 0.3 2.1 1.9 0.7 1.7 1.4 0.5 1.7 1.1 0.4 1.7 1.1 0.5 1.5 1.5 0.8 1.8 1.5 0.6 2.1 2.3 1.2 2.3 2.8 2.0 0.7 3.0 2.6 1.3 0.4 2.8 1.8 0.6 2.6 2.2 1.1 0.5 2.2 2.5 1.7 0.8 2.2 2.6 2.3 1.4 0.8 2.2 2.4 2.5 2.7 2.2 1.4 0.7 2.6 2.6 2.9 2.9 2.3 1.4 3.3 3.9 3.1 2.2 1.1 3.7 2.8 1.7 0.6 3.2 2.1 1.0 2.9 2.1 1.3 0.6 2.0 1.4 0.8 0.5 1.5 1.0 0.7 1.3 1.1 1.0 0.7 1.2 1.2 0.9 1.2 1.5 1.2 0.4 1.9 1.7 0.6 2.5 2.1 0.8 2.9 2.5 1.0 3.1 2.6 1.0 2.9 2.5 1.0 0.3 2.4 2.2 0.8 0.3 1.9 1.8 0.7 0.2 1.7 1.6 0.7 0.2 1.7 1.4 0.6 0.2 1.7 1.4 0.6 0.2 1.7 1.5 0.6 0.2 2.1 1.9 0.8 2.7 2.4 0.9 3.1 2.7 1.1 3.2 2.8 1.2 2.8 2.6 1.1 2.2 2.2 0.9 1.7 1.7 0.8 1.7 1.6 0.7 1.8 1.5 0.6 1.8 1.6 0.7 1.9 1.7 0.7 2.3 2.1 0.8 2.8 2.6 1.0 3.0 2.7 1.2 2.9 2.7 1.2 1.3 1.9 2.5 2.4 1.0 2.4 1.6 1.1 1.4 1.9 1.9 0.8 1.9 1.2 0.9 1.0 1.4 1.4 0.6 0.8 1.1 1.1 0.5 0.8 0.7 0.3 0.4 0.4 0.2 0.2 0.2 0.1 0.1 0.1 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 nama partners 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 MAR. 15, 2023 CITY RESUBMITTAL 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 ENGINEERED CONCRETE POLE BASE DESIGN TO MEET SPECIFICATIONS AS SHOWN WITH RESPECT TO POLE HEIGHT AND WIND RATING. CONDUIT IN AND OUT30" BELOW GRADE FINISHED GRADE 2'-6" 25'-0" 2" X 45 DEGREE STRAIGHT SQUARE STEEL POLE WITH POWDER COAT FINISH TO MATCH LUMINARIES, CAPABLE OF 100MPH TYPE 'L210', 'L211', & 'L212' POLE BASE POLES WITH EXPOSED BASES SHALL BE FORMED WITH SEAMLESS SONOTUBE FORMS. ANCHOR BOLTS, BASE PLATE, AND ROUND BASE COVER PROVIDED W/ POLE. BOLT CIRCLE TEMPLATE PER MANUFACTURER'S INSTALLATION REQUIREMENTS. GROUT BASE COVER - COLOR TO MATCH FULL CUT OFF LED FIXTURE. SINGLE HEAD FOR TYPE 'L210' & 'L212' AND TWIN HEADS FOR TYPE 'L211'. DEPTH PER STRUCTURAL ENGINEER 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 1.26 11.5 0.0 N.A.N.A. Parking Lot Illuminance Fc 4.31 15.1 1.0 4.31 15.10 Property Line Illuminance Fc 0.54 2.5 0.0 N.A.N.A. Sidewalk Around Building E Illuminance Fc 5.21 12.4 1.9 2.74 6.53 Sidewalk Around Building N Illuminance Fc 7.38 9.4 4.0 1.85 2.35 Sidewalk Around Building S Illuminance Fc 9.34 13.4 2.8 3.34 4.79 Sidewalk Around Building W Illuminance Fc 4.49 7.7 0.8 5.61 9.63 Street Illuminance Fc 1.55 3.9 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 nama partners 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 MAR. 15, 2023 CITY RESUBMITTAL E2.00 ELECTRICAL CUT SHEETS SCALE:1 TYPE 'L173' & 'L174' CUT SHEETS NOT SET SCALE SCALE:3 TYPE 'L210', 'L211' & 'L212' CUT SHEETS NOT SET SCALE SCALE:2 TYPE 'L143' & 'L144' CUT SHEETS NOT SET SCALE S E R V I C EABCDEB.1B.2C.1C.2C.3D.1D.254321EDCBA12345SCALE: 332" = 1'-0"SOUTH ELEVATION1SCALE: 332" = 1'-0"EAST ELEVATION2SCALE: 332" = 1'-0"NORTH ELEVATION3SCALE: 332" = 1'-0"WEST ELEVATION4PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."METAL COPING, MATCH PT-5,"TROUT GREY"ELEV: 28'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETPAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."ELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 30'-0"AFFT.O. PARAPETELEV: 28'-0"AFFT.O. PARAPETELEV: 26'-0"AFFT.O. PARAPETSTUCCOST-1, "BUNNY GRAY".ELEV: 00'-0"AFFFINISH FLOORELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORPAINTED TILT-UPCONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."ELEV: 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. PARAPETPAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."ELEV: 26'-0"AFFT.O. PARAPETELEV: 00'-0"AFFFINISH FLOORPAINTED TILT-UPCONCRETEPT-5, "TROUT GREY."ELEV: 28'-0"AFFT.O. PARAPETELEV: 28'-0"AFFT.O. PARAPETPAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."ELEV: 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 FLOORPAINTED TILT-UPCONCRETEPT-5, "TROUT GREY."ELEV: 30'-0"AFFT.O. PARAPETMETAL WALL PANEL,MWP-8, "BUNNY GRAY".PAINTED TILT-UP CONCRETEPT-5, "TROUT GREY."ELEV: 26'-0"AFFT.O. PARAPETMETAL WALL PANEL,MWP-1, "NEON RED".CLEAR ANODIZEDALUM. STOREFRONT.PT-5, "TROUT GREY"LEGEND:PAINT: (COLORS BY BENJAMIN MOORE)PT-8, "BUNNY GREY"METAL WALL PANEL: (ALUCOBOND)MWP-1, COLOR: "NEON RED"STOREFRONT:SF-1 CLEAR ANODIZED #14 (KAWNEER) WITH CLEARGLAZINGTO MATCH ADJACENT COLORDOORS:SECURITY CAMERAEXTERIOR WIRELESSACCESS POINTLIGHT FIXTURECOPING / FLASHING:TO MATCH ADJACENT COLORMWP-2, COLOR: "CLEAR ANODIZED"MWP-8, COLOR: "BUNNY GREY"STUCCO: (COLORS BY BENJAMIN MOORE)ST-1, "BUNNY GREY" SANDED FINISHPAINTED CMU BLOCKPT-5, "TROUT GREY."METAL COPING. MATCH PT-5 "TROUT GREY".STEEL GATES PT-5 "TROUT GREY"STEEL POSTS. MATCH PT-5 "TROUT GREY".ELEV: 6'-8"T.O. CAPELEV: 0'-0"FINISH GRADEELEV: 6'-8"T.O. CAPELEV: 0'-0"FINISH GRADESCALE: 332" = 1'-0"TIRE/TRASH ENCLOSURE5SIGNAGE SHOWN IS FOR POSSIBLE LOCATION ONLY.SIZES AND LOCATIONS WILL BE REVIEWED ANDAPPROVED BY THE CITY.METAL COPING, MATCH PT-5,"TROUT GREY"METAL COPING, MATCHPT-5, "TROUT GREY"METAL COPING, MATCH PT-5,"TROUT GREY"METAL COPING,MATCH PT-5,"TROUT GREY"METAL COPING,MATCH PT-5,"TROUT GREY"METAL COPING,MATCH PT-5,"TROUT GREY"METAL COPING,MATCH PT-5,"TROUT GREY"METAL COPING, MATCHPT-5, "TROUT GREY"METAL COPING, MATCHPT-5, "TROUT GREY"METAL COPING, MATCHPT-8, "BUNNY GRAY"METAL COPING, MATCHPT-5, "TROUT GREY"PARTIAL VISION OVERHEADDOORFULL VISION OVERHEADDOORFULL VISION OVERHEADDOORSTUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".STUCCOST-1, "BUNNY GRAY".METAL WALL PANEL,MWP-2, "ANNODIZED ALUM.".F5F5F5F5F5F5F5F5F5F5F5F5F5F8F4F6F6F8F78A4.03DRYER VENT6A4.033A4.02HOSE BIBB1A4.025A4.037A4.032A4.024A4.02METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"METAL COPING, MATCH ,"BUNNY GRAY"SOUTH:MATERIAL BREAK DOWN:TOTAL: 5,580 SFPRECAST PANEL: 2,186SF (39%)METAL PANELS: 1,675SF (30%)GLASS: 1,719SF (31%)EAST:MATERIAL BREAK DOWN:TOTAL: 6,790 SFPRECAST PANEL: 3,572SF (53%)STUCCO: 2,982SF (44%)GLASS: 236SF (3%)NORTH:MATERIAL BREAK DOWN:TOTAL: 5,344 SFPRECAST PANEL: 3,952SF (74%)STUCCO: 1,231SF (23%)GLASS: 161SF (3%)WEST:MATERIAL BREAK DOWN:TOTAL: 5,344 SFPRECAST PANEL: 2,601SF (49%)STUCCO: 2,507SF (47%)GLASS: 236SF (4%)DRAWING TITLE©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS LE, LLCnamapartnerscllArchitecture . Interior Design. Planning. GraphicsJAN. 20, 2023 CHECK SETSERVICE CENTER9800 HUDSON BLVD. N.LAKE ELMO, MNTRD ID: 27755ARCHITECT:2287 Pinto Trail, Elizabeth, COTel. 303.905.7567JAN. 26, 2023 BID SETMarch 22, 2023 CITY SUBMITTALA4.10EXTERIORELEVATIONS MATCH LINE A1.11MATCH LINE A1.122A4.014A4.102A4.103A4.111A4.103A4.013A4.011A4.012A4.011A4.01FIRE EXTINGUISHERS:BRACKETS IN SERVICE AREACABINETS IN BUSINESS AREASVERIFY LOCATIONS WITH FIREDEPARTMENT.LEGEND:OVERALL FLOOR PLAN1SCALE:18" = 1'-0"198'-0"56'-6"43'-6"43'-6"54'-6"248'-0" 54'-9"48'-1"71'-6"73'-8"198'-0"40'-3"7'-1058"8'-438"5'-1"13'-512"13'-512"11'-6"6'-8"12'-2"24'-8"54'-6"248'-0" 54'-9"71'-6"73'-8"48'-1" P136(JANITOR/SHOP SINK)P148(FRA ME L ES S M I RR OR )(CUSTO ME R F A UC ET )P150P149(CUST OM ER S IN K)P148(FRAM EL E SS MI RR O R) (CUS T OM ER FA UC E T)P150P149(CUSTO ME R S I NK ) (FRAMED MIRROR)P117 P127(CUSTOMER SINK)P129(CUSTOMER FAUCET) (FRAMED MIRROR)P117 P127(CUSTOMER SINK)P129(CUSTOMER FAUCET) (FRAME D M I R R O R )P117P127(CUSTO M E R S I N K )P129(CUST O M E R F A U C E T ) (FRA M E D M I R R O R )P117P127(CUS T O M E R S I N K )P129(CUST O M E R F A U C E T )P134(MOP SINK)IRR IGA TIO N B ACKF LOW PREVE NTER .FLOORSINK .DOUBLE CHECKBACKFLOW DET ECTOR ASSEM BLY . DCDA ( FI RE) .WALL HEAT ER. ABOVEHEATER DI SCONNE CT.T-STAT .REDUCED PR ESSUREBACKF LOWPREVEN TER WATER METERREMOTE RE ADER LOCAT ION FLOORSINK.ABCDE12345ABCDE12345B1B2C1C2C3D1D266TTTFLOORSINK .NOPARKINGNOPARKINGNOPARKINGE275V3 SUP ERC HA RGE R CAB I NET600 AMPSUPP ORT S = ( 4) E2 61 SC C HAR GE PO ST S E261 TO BE W ITHIN 330' MAX WALL CONNECTORWCE246M809BASE F890PEDESTALE261SC - CHARGEPOSTE274 OR E275 CABINETTO BE WITHIN 330' MAXE261SC - CHARGEPOSTE274 OR E275 CABINETTO BE WITHIN 330' MAX WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL WALL CONNECTORWCE246M809BASE F890PEDESTAL2'-8" 2'-8"25'-0"25'-5"17'-0" 4'-2" 49'-4"116'-0"24'-8" 15'-658"14'-6"133'-6"17'-6"29'-0"24'-258"14'-6"133'-6"17'-6"29'-0"24'-8"7'-1112"101'-6"2'-414"1'-0"1'-0"29'-6"14'-6"3'-912"31'-418"23'-112"8'-93 4"AREA OF THICKENED SLABLEVEL TO WITHIN 18" OVER 10'(0.1%) UNDER 2 POST118'-6"7'-6"7'-6"118'-6"7'-6"7'-3"7'-3"7'-6"4A4.014A4.01SLAB:LEVEL TO WITHIN 14" OVER 10' (0.2%) TYP. U.O.N.LEVEL TO WITHIN 18" OVER 10' (0.1%) UNDER 2 POSTDRIVE OVER LIFT, ALIGNMENT RACK, TYP.7'-3"7'-3"26'-558"7'-0"16'-038"7'-0"17'-058"7'-0"16'-1138"7'-0"17'-0"7'-0"17'-0"7'-0"14'-0"7'-0"26'-6"NSERVICE AREA 113WASH BAY COMPRESSOR RM 114CUSTOMER AREA 100CUSTOMER LOUNGE 101BREAK ROOM 108WOMEN'S TOILET 107MEN'S TOILET 106JAN. CLOSET 109IT CLOSET 110OFFICE 112UNISEX TOILET 104UNISEX TOILET 103CONF. ROOM 105CONF. ROOM 1111'-0" 1'-0" 1'-0" 1'-0"1'-0"1'-0"1A4.023A4.028A4.036A4.032A4.024A4.025A4.037A4.03AREA OF THICKENED SLABLEVEL TO WITHIN 18" OVER 10'(0.1%) UNDER 2 POSTA1.10OVERALLFLOOR PLANAS NOTEDSCALE:PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONSHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS LE, LLCnamapartnerscllArchitecture . Interior Design. Planning. GraphicsJAN. 20, 2023 CHECK SETSERVICE CENTER9800 HUDSON BLVD. N.LAKE ELMO, MNTRD ID: 27755ARCHITECT:2287 Pinto Trail, Elizabeth, COTel. 303.905.7567JAN. 26, 2023 BID SETARCHITECTI hereby certify that this plan, specification, or report wasprepared by me or under my direct supervision and that Iam a duly Licensed Architect under the laws of the stateof Minnesota.Signature:______________________________Typed or Printed Name: Herbert Donald CasnerDate: 01/13/23License Number: 60761March 22, 2023 CITY SUBMITTAL 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:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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.dwg04/11/23 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 . N .3$57 O) 3,DB(N&H0$5.S(L(V$7,ONS SHO:N $5( B$S(D ON *3S D(5,V(DV$LU(S )O5 N$VD .&ON7$&7L<NS.(< $ND &L$5. &O.0LFN L\QVNH\3O BR[   S. 0DLQ SWUHHWSWLOOZDWHU 0N OIILFH¬¬¬¬ &HOO¬¬¬¬¬¬¬ )D[¬¬¬¬¬¬¬ (PDLO¬ PLFN#O\QVNH\FODUN.FRPUND(5*5OUND U7,L,7,(S NO7(S7H( UND(5*5OUND U7,L,7,(S SHO:N H$V( B((N LO&$7(D)5O0 ),(LD SU5V(< ,N)O50$7,ON $ND (;,S7,N* D5$:,N*S.7H( SU5V(<O5 0$.(S NO *U$5$N7(( 7H$7 7H(UND(5*5OUND U7,L,7,(S SHO:N &O035,S( $LL SU&H U7,L,7,(S,N 7H( $5($ (,7H(5 ,N S(5V,&( O5 $B$NDON(D. 7H(SU5V(<O5 )U57H(5 DO(S NO7 :$55$N7 7H$7 7H(UND(5*5OUND U7,L,7,(S SHO:N $5( ,N 7H( (;$&7 LO&$7,ON,ND,&$7(D $L7HOU*H H( DO(S &(57,)< 7H$7 7H(< $5(LO&$7(D $S $&&U5$7(L< $S 3OSS,BL( )5O0 7H(,N)O50$7,ON $V$,L$BL(. 7H,S SU5V(< H$S NO7 3H<S,&$LL<LO&$7(D 7H( UND(5*5OUND U7,L,7,(S. *O3H(5 S7$7( ON(&$LL LO&$7( 7,&.(7 NU0B(5 S . SO0( 0$3S :(5(5(&(,V(D :H,L( O7H(5 U7,L,7,(S D,D NO7 5(S3OND 7O 7H(LO&$7( 5(4U(S7. $DD,7,ON$L U7,L,7,(S O) :H,&H :( $5(UN$:$5( 0$< (;,S7.&OUN7<&,7<5(V,S,ONS35O-(&7 LO&$7,OND$7(5(V,S,ON;;;&$LL B()O5( <OU D,*7:,N &,7< $5($7OLL )5((*RSKHU SWDWH OQH &DOOHUDSON BLVD. N..B($5,N*S $5( B$S(D ON 7H( :$SH,N*7ON &OUN7<&OO5D,N$7( S<S7(0 N$D . B($5,N*S$=,0U7HSSHO:N $5( D,))(5(N7 7H$N SHO:N ON 7H( 0NDO75(&O5D(D 3L$7. $LL ,N7(5,O5 $N*L(S 0$7&H 7H(5(&O5D(D 0NDO7 3L$7 $N*L(S ..UND(5*5OUND U7,L,7,(S SHO:N 3(5 *O3H(5 ON(LO&$7(S $ND $SBU,L7S 3L$NS 35OV,D(D B< 7H( &,7<O) L$.( (L0O (N*,N((5,N* D(3$570(N7..7H(5( 0$< SO0( UND(5*5OUND U7,L,7,(S *$S(L(&75,& (7&. NO7 SHO:N O5 LO&$7(D..SU5V(< ,N)O50$7,ON SHO:N )5O0 ),(LD &OLL(&7(DD$7(D ON  $ND .(;,S7,N* ,&( $ND SNO: $7 7H( 7,0( O) 7H( SU5V(<0$< H$V( H,ND(5(D OU5 $B,L,7< 7O LO&$7( OBV,OUS,035OV(0(N7S.SU5V(< NO7(S&,7< O) L$.( (L0O:$SH,N*7ON&OUN7<,N,7,$L ,SSU(NO57HL&SU5VL&BOUND$5<7O3O*5$3H<SU5V(<L$ND SU5V(<,N* ,N&.&O5N(5S7ON(35O-(&7 NO.),L( N$0(L(*(NDUND(5*5OUND (L(&75,&UND(5*5OUND &$BL( 7VUND(5*5OUND ),B(5 O37,&UND(5*5OUND 7(L(3HON(OV(5H($D U7,L,7<UND(5*5OUND *$SS$N,7$5< S(:(5S7O50 S(:(5:$7(50$,N)(N&(&U5B >7<3,&$L@&ON7OU5S)OUND 0ONU0(N7  ,3S(7  ,5ON 3,3(0$5.(D 5LS NO. &$BL( 7V 3(D(S7$L$,5 &OND,7,ON(5(L(&75,& 0$NHOL((L(&75,& 0(7(5(L(&75,& 3(D(S7$L(L(&75,& 75$NS)O50(5L,*H7 3OL(*U< :,5(3O:(5 3OL(*$S 0$NHOL(*$S 0(7(57(L(3HON( 0$NHOL(7(L(3HON( 3(D(S7$LS$N,7$5< &L($NOU7S$N,7$5< 0$NHOL(&$7&H B$S,NS7O50 D5$,N)L$5(D (ND S(&7,ONS7O50 0$NHOL(),5( D(37. &ONN(&7,ONH<D5$N7&U5B S7O3:$7(5 :(LL:$7(5 0$NHOL(:$7(5 0(7(53OS7 ,ND,&$7O5 V$LV(:$7(5 V$LV(BOLL$5D)L$* 3OL(0$,L BO;75$)),& S,*NUN.NO:N 0$NHOL(SO,L BO5,N*S3O7 (L(V$7,ON75$)),& S,*N$L&ON,)(5OUS 75((D(&,DUOUS 75(($5($7O7$L $5($ $S SHO:N  S4.)7.7H(5( $5( NO V,S,BL( 3$5.,N* S7$LLS D(S,*N$7(D ON7H,S 3$5&(L ,N&LUD,N*  H$ND,&$3 S7$LLS.(;,S7,N* 3$5.,N*7H,S 35O3(57< L,(S :,7H,N =ON( ; $5($S D(7(50,N(D7O B( OU7S,D( 7H( . $NNU$L &H$N&( )LOOD3L$,N$S SHO:N ON )(0$ )LOOD ,NSU5$N&( 5$7( 0$3NU0B(5 &( H$V,N* $N ())(&7,V( D$7( O))(B5U$5< 5D .)LOOD ,N)O50$7,OND(NO7(S (;,S7,N*$&&(SS &ON75OL $SSHO:N ON 5(&O5D3L$7BU,LD,N* L,N(B,7U0,NOUS SU5)$&(&ON&5(7( SU5)$&(($S(0(N7 NO7(S7KH IROORZLQJ VXUYH\ UHODWHG HDVHPHQWV DQG HQFXEUDQFHVDSSHDU RQ WKH )S$ 7LWOH SHUYLFHV DV DJHQW IRU )LUVW$PHULFDQ 7LWOH ,QVXUDQFH &RPSDQ\ 7LWOH &RPPLWPHQWNR.  GDWHG 0DUFK WK .(DVHPHQW IRU KLJKZD\ SXUSRVHV WRJHWKHU ZLWK WKH ULJKWWR FRQVWUXFW DQG PDLQWDLQ WHPSRUDU\ VQRZ IHQFHV RQODQGV DGMDFHQW WKHUHWR DV HYLGHQFHG E\ )LQDO &HUWLILFDWHUHFRUGHG DV DRFXPHQW NR.  LQ BRRN  RIDHHGV SDJH . $))(&7S SUB-(&7 35O3(57< NO7SHO:N (DVHPHQW IRU HOHFWULF WUDQVPLVVLRQ OLQH SXUSRVHV SHUDRFXPHQW NR.  LQ BRRN  RI DHHGV SDJH .$VVLJQHG WR ;FHOO (QHUJ\ ,QF. SHU DRFXPHQW NR.. $33($5S 7O L,( NO57H O) SUB-(&735O3(57< 0LQQHVRWD DHSDUWPHQW RI 7UDQVSRUWDWLRQ 5LJKW RI :D\3ODW NR.  UHFRUGHG DV DRFXPHQW NR. .5LJKW RI DFFHVV IURP WKH LDQG WR N. )URQWDJH 5G DNDHXGVRQ BOYG. N. LV UHVWULFWHG DPHQGHG DQG FRQYH\HG WRWKH &LW\ RI LDNH (OPR DV VKRZQ E\ 4XLW &ODLP DHHGGDWHG  UHFRUGHG  DV DRFXPHQWNR. . 5(S75,&7(D $&&(SS SHO:N $VVHVVPHQWV FRYHQDQWV FRQGLWLRQV WHUPV UHVWULFWLRQVHDVHPHQWV DQG REOLJDWLRQV FRQWDLQHG SHU DRFXPHQW NR.. $))(&7S SUB-(&7 35O3(57< NO7 SHO:N $VVHVVPHQWV FRYHQDQWV FRQGLWLRQV WHUPV UHVWULFWLRQVHDVHPHQWV DQG REOLJDWLRQV FRQWDLQHG SHU DRFXPHQW NR.. $))(&7S SUB-(&7 35O3(57< NO7 SHO:N &RYHQDQWV FRQGLWLRQV WHUPV UHVWULFWLRQV DQGHDVHPHQWV FRQWDLQHG LQ 3(50$N(N7 3UBL,& D5$,N$*( U7,L,7< ($S(0(N7 $ND $*5((0(N7 SHU DRFXPHQWNR. . L,(S NO57H O) SUB-(&7 35O3(57< &(57,),&$7,ON7R )S$ 7LWOH SHUYLFHV )LUVW $PHULFDQ 7LWOH ,QVXUDQFH&RPSDQ\ DQG B.- 5( LL&7KLV LV WR FHUWLI\ WKDW WKLV PDS RU SODW DQG WKH VXUYH\ RQZKLFK LW LV EDVHG ZHUH PDGH LQ DFFRUGDQFH ZLWK WKH 0LQLPXP SWDQGDUG DHWDLO 5HTXLUHPHQWV IRU $L7$NS3S LDQG7LWOH SXUYH\V MRLQWO\ HVWDEOLVKHG DQG DGRSWHG E\ $L7$ DQGNS3S DQG LQFOXGHV ,WHPV           DQG RI 7DEOH $ WKHUHRI. 7KH ILHOG ZRUN ZDV FRPSOHWHG RQ $SULOWK .&O5N(5S7ON( L$ND SU5V(<,N* ,N&.DDWHG 5HYLVHGB\ BBBBBBBBBBBBBBBBBBBBBBBBBBBBDDQLHO L. 7KXUPHV0LQQHVRWD LLFHQVH NR. 7KH )S$ 7LWOH SHUYLFHV DV DJHQW IRU )LUVW $PHULFDQ 7LWOH,QVXUDQFH &RPSDQ\ 7LWOH &RPPLWPHQW NR.  GDWHG0DUFK WK  DV OLVWHG RQ WKLV VXUYH\ ZDV UHOLHG XSRQIRU PDWWHUV RI UHFRUG. OWKHU HDVHPHQWV PD\ H[LVW WKDW ZHUHQRW VKRZQ LQ WKLV FRPPLWPHQW DQG DUH QRW VKRZQ RQ WKLVVXUYH\. &OV(5S $DD,7,ON$L 35O3(57< . SUBS7$N7,$L )($7U5(S OBS(5V(D ,N 7H( 35O&(SS O)&ONDU&7,N* 7H( ),(LD:O5. $5( SHO:N ON 7H(SU5V(<.. 7H(5( ,S OBS(5V$BL( (V,D(N&( O) 5(&(N7 ($57H0OV,N* :O5. ON 7H,S S,7(.. NO 0$5.(5S O) :(7L$NDS D(L,N($7(D B< $4U$L,),(D S3(&,$L,S7 :(5( OBS(5V(D ,N 7H(35O&(SS O) &ONDU&7,N* 7H( ),(LD:O5... 3LO77$BL( O))S,7( ($S(0(N7S O5 S(5V,7UD(S $5(SHO:N ON 7H( SU5V(<.7$BL( $ NO7(SSXLWH  NRUWKZHVWHUQ $YH.SWLOOZDWHU 0N 3KRQH ..GDQ#FVVXUYH\.QHW 7H( )OLLO:,N* L(*$L D(S&5,37,ON :,LL B( $5(SUL7 O) $N $D0,N,S75$7,V( LO7 D,V,S,ON O)7H( OV(5L$LL 3$5&(L )O5 3,D $ND  :$L7(5 (B(57= 3$5&(L NO7 5(&O5D(D 7KDW SDUW RI WKH :HVW HDOI RI WKH SRXWKHDVW 4XDUWHURI WKH SRXWKHDVW 4XDUWHU RI SHFWLRQ  7RZQVKLS 5DQJH  :DVKLQJWRQ &RXQW\ 0LQQHVRWDGHVFULEHG DV IROORZV B(*,NN,N* DW D SRLQW RQ WKHHDVW OLQH RI VDLG :HVW HDOI RI WKH SRXWKHDVW 4XDUWHURI WKH SRXWKHDVW 4XDUWHU RI SHFWLRQ  GLVWDQW. IHHW QRUWK RI WKH VRXWKZHVW FRUQHU WKHUHRIVDLG SRLQW DOVR EHLQJ RQ WKH ERXQGDU\ RI 3DUFHO B0LQQHVRWD DHSDUWPHQW RI 7UDQVSRUWDWLRQ 5LJKW RI:D\ 3ODW NXPEHUHG  DFFRUGLQJ WR WKHUHFRUGHG SODWV WKHUHRI WKHQFH NRUWK  GHJUHHV PLQXWHV  VHFRQGV :HVW DVVXPHG EHDULQJ DORQJVDLG HDVW OLQH . IHHW WR VDLG 3DUFHO BERXQGDU\ WKHQFH SRXWK  GHJUHHV  PLQXWHV VHFRQGV :HVW DORQJ VDLG ERXQGDU\ . IHHW DSRLQW GHVLJQDWHG DV B RQ VDLG SODW WKHQFHVRXWKZHVWHUO\ . IHHW DORQJ VDLG ERXQGDU\EHLQJ D WDQJHQWLDO FXUYH FRQFDYH WR WKH QRUWKZHVWKDYLQJ D UDGLXV RI . IHHW DQG D FHQWUDO DQJOHRI  GHJUHHV  PLQXWHV  VHFRQGV WR D SRLQWGHVLJQDWHG DV B RQ VDLG SODW WKHQFH SRXWK GHJUHHV  PLQXWHV  VHFRQGV (DVW DORQJ VDLGERXQGDU\ . IHHW WR D SRLQW GHVLJQDWHG DV BRQ VDLG SODW WKHQFH QRUWKHDVWHUO\ . IHHW DORQJVDLG ERXQGDU\ EHLQJ D WDQJHQWLDO FXUYH FRQFDYH WRWKH QRUWKZHVW KDYLQJ D UDGLXV RI . IHHW DFHQWUDO DQJOH RI  GHJUHHV  PLQXWHV  VHFRQGVDQG D FKRUG ZKLFK EHDUV NRUWK  GHJUHHV PLQXWHV  VHFRQGV (DVW WR WKH 3O,N7 O)B(*,NN,N*.35O3OS(D L(*$L D(S&5,37,ON3$57 O) 3,D H U D S O N B L V D N EXISTING BUILDINGSAWCUT AND REMOVECONCRETE CURB & GUTTERREMOVE AND REPLACERIGHT OF WAY FENCEFOR STORM SEWERCONSTRUCTIONREMOVE ASH TREES(TYP)REMOVE ASH TREES(TYP)REMOVALS FOR HUDSONBOULEVARD IMPROVEMENTSBY OTHERSSAWCUT & MILLBITUMINOUS EDGEPROTECT UNDERGROUNDUTILITIES DURING CONSTRUCTION(TYP)SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_remove.dwg04/11/23 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 ENTERN O P A R K I N G PROPOSEDBUILDING2632182415.7442824 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.BUILDINGSETBACK10 FT. BUILDING SETBACK1111111B2223334445556789TYP1011TYP11TYP1313131313131314141414DDD11TYP11TYP9TYPA7.938.740.715 FT.PARKINGSETBACK143HUDSON BOULEVARDIMPROVEMENTS BY OTHERS10B2271515152SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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.dwg04/13/23 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.15.PROPOSED DRAINAGE AND UTILITY EASEMENT, TYP.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% 22,880 SF 56%26,150 SF 64%14,531 SF 36%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 NOTESPOROUS ASPHALT H U D S O N B L V D N EXISTING BUILDINGPROPOSEDBUILDING121CONSTRUCTION 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.52 (PUBLIC)HYDRANT W/G.V.8" X 6" TEEGND EL 971.28" X 6"REDUCER6"-45°BEND6" D I P C L . 5 2 ( P R I V A T E )6" DIP CL.52 W/6" G.V. & BOX(FIRE)6" X 4" TEE6"-90°BEND4" DIP CL.52 W/4" G.V. & BOX(DOMESTIC)15" RCP FESIE 961.00PLACE 4.8 CYRIPRAP CL III30'-15" RCPCL.5 @ 0.90%STMH 109RE 971.00IE 961.27-15" SIE 964.19-12" N(SEE DETAIL)8'-12" PE@ 2.00%12" OUTLETIE 964.35CBMH 107RE 972.33IE 966.44-12" SIE 970.00-4" DT (BOTH)IE 963.44-SUMPCBMH 106RE 972.13IE 966.12-12" NIE 963.12-SUMP12" INLETIE 966.007'-12" PE@ 2.00%12" INLETIE 966.0022'-12" PE@ 2.00%16'-6" PVC @ 2.0%IE 967.30CBMH 105RE 972.73IE 966.30-12" NWIE 963.30-SUMP15'-12" PE@ 2.00%6" INLETIE 966.5039'-12" PE@ 0.45%*CBMH 101RE 972.63IE 965.18-12" SWIE 965.18-12" NIE 961.18-SUMP139'-12" PE@ 0.45%CBMH 102RE 968.95IE 965.80-12" SIE 965.80-12" NIE 965.80-12" WCB 103RE 969.33IE 965.93-12" S29'-12" PE@ 0.45%54'-12" PE@ 1.00%CB 104RE 970.13IE 966.34-12" E639'-42" CMPPERFORATEDIE 964.00212" INLETIE 965.0012" INLETIE 965.0080'-4" PE PERF. DRAINTILEW/ CLEANOUT AT END80'-4" PE PERF. DRAINTILEW/ CLEANOUT AT ENDSHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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.dwg04/13/23 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 CROSSINGSCBMHCBCBCBMHCBMHCBMH101*10210310410510610710848" DIAMETERR-3067-VBR-3067-VR-3067-VR-3067-VR-3067-VBR-3067-VBR-1642-BSTRUCTURE NO.SIZESTORM SEWER SCHEDULE48" DIAMETER24" X 36"24" X 36"48" DIAMETERCBMHNEENAH CASTINGOR EQUAL*INSTALL PRESERVER ENERGY DISSIPATOR ON INLET PIPER-3067-VBSTMH48" DIAMETER1.GREASE TRAP PER TENANT REQUIREMENTS.2.LOWER WATER BELOW SANITARY SEWER TO PROVIDE 24" MIN. SEPARATION.KEYNOTES48" DIAMETER48" DIAMETER H U D S O N B L V D N EXISTING BUILDINGTIP-OUT CURB(TYP )70.070.871.769.668.968.066.967.567.868.270.070.570.871.471.069.769.168.869.670.670.372.873.873.973.973.857 3 . 8 7 3 . 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 73.273.473.673.4573.073.272.873.272.572.772.873.372.372.5RI 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%1.9%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)ROCKCONSTRUCTIONENTRANCE73.061.0POND 10P539'-42" PERFORATED CMPROCK IE 963.5PIPE IE 964.0OUTLET EL 964.35100 YR HWL 967.597797897997997597497697797898098098197097598096997197297397497697797897998198297096696796896997197297267.8980978976974974974972972970 972972 9 7 2 97073.474.54.7%EOF73.3EOF73.2EOF72.8EOF72.7PERVIOUSPAVEMENT74.6EXTENT OFROCK BED (TYP)2% MAX. SLOPEIN THIS AREASHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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.dwg04/13/23 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 977978979979975974976977978980980981970975980969971972973974976977978979981982970966967968969971972972SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_swppp.dwg04/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA EROSION CONTROL PLAN PHASE I C5.1< SCALE IN FEET >Know what'sbelow.before you dig.CallR10' 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 SURVEYROCK ENTRANCEUNDERGROUND ELECTRICLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTIC00.0HYDRANTGATE VALVESEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCEINSTALL INLETPROTECTIONINSTALL SILT FENCEPERIMETER CONTROLINSTALL SILT FENCEPERIMETER CONTROLINSTALL INLETPROTECTIONINSTALL INLETPROTECTIONINSTALL ROCKTRACKING PADSWPPP REQUIREMENTS FORHUDSON BLVD IMPROVEMENTSBY OTHERS 97797897997997597497697797898098098197097598096997197297397497697797897998198297096696796896997197297270.070.871.769.668.968.066.967.567.868.270.070.570.871.471.069.769.168.869.670.670.372.873.873.973.973.857 3 . 8 7 3 . 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 73.273.473.673.4573.073.272.873.272.572.772.873.372.372.5RI 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%1.9%2.4%1.9%1.7%2.3 %2.5%2.3%3.3%2.1%2.6%4.1%73.061.067.8980978976974974974972972970 972972 9 7 2 97073.474.54.7%74.6Know what'sbelow.before you dig.CallR10' 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 SURVEYEROSION CONTROL BLANKETUNDERGROUND ELECTRICLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTIC00.0HYDRANTGATE VALVESEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCESHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_swppp.dwg04/13/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA EROSION CONTROL PLAN PHASE II C5.2< SCALE IN FEET >MAINTAIN VEHICLETRACKING PAD. SWEEPSTREET AS NEEDED.MAINTAIN INLETPROTECTION ONEXISTING INLET,TYPMAINTAIN SILT FENCEPERIMETER CONTROLMAINTAIN SILT FENCEPERIMETER CONTROLINSTALL AND MAINTAININLET PROTECTIONIMMEDIATELY AFTERCONSTRUCTION, TYPINSTALL RIPRAP ENERGYDISSIPATION ON OUTFALLIMMEDIATELY AFTERCONSTRUCTIONSWPPP REQUIREMENTS FORHUDSON BLVD IMPROVEMENTSBY OTHERSPROTECT UNDERGROUND INFILTRATIONSYSTEM FROM SEDIMENTATION ANDCOMPACTION DURING CONSTRUCTION.KEEP SYSTEM OFFLINE UNTIL FINALSTABILIZATION.ROCK ENTRANCESTABILIZE ALL AREAS DRAINING TOPERVIOUS PAVEMENT WITH SOD OREROSION CONTROL BLANKET ANDSEED PRIOR TO CONSTRUCTINGPERVIOUS PAVEMENT SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_swppp.dwg04/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA SWPPP NARRATIVE C5.3PROJECT INFORMATIONPROJECT NAME:DAIRY QUEEN STORE #70891STREET ADDRESS:UNASSIGNED, HUDSON BOULEVARD NORTHCITY:LAKE ELMOCOUNTY:WASHINGTONSTATE:MINNESOTAZIP CODE:55042LAT/LONG:44.9496, -92.9063PARCEL AREA:0.934 ACRESDRAINAGE BOUNDARY AREA:1.062 ACRESEXISTING IMPERVIOUS:0.000 ACRESPROPOSED IMPERVIOUS:0.620 ACRESNET NEW IMPERVIOUS:0.620 ACRESDISTURBED AREA:1.70 ACRESOWNER:LYNSKEY AND CLARKRESPONSIBLE PARTIESSWPPP DESIGN:JOSEPH RADACH PETRAINING:DESIGN OF CONSTRUCTION SWPPP, U OF MN (5/23 EXPIRATION)SITE MANAGER:TRAINING:LONG TERM O&M:LYSNKEY AND CLARKSWPPP CONTENTTHE SWPPP CONTAINS ALL SHEETS WITHIN THE CONSTRUCTION PLAN SET AND INCLUDES THE STORMWATER MANAGEMENT PLAN,INCORPORATED HEREIN BY REFERENCE. IN DEVELOPING THIS SWPPP, THE TEMPORARY AND PERMANENT BMPS WERE DESIGNED BASEDON EXPECTED RAINFALLS OF 3 INCHES IN 24 HOURS DURING CONSTRUCTION, WITH EXTREME EVENTS RANGING FROM 5 TO 7 INCHES IN24 HOURS.EXISTING CONDITIONSTHE SITE IS LOCATED APPROXIMATELY 900 FEET SOUTHWEST OF THE INTERSECTION OF HUDSON BOULEVARD AND KEATS AVENUE INLAKE ELMO, WASHINGTON COUNTY, MINNESOTA. THE SITE IS BOUNDED ON THE NORTH AND WEST BY HUDSON BOULEVARD, ON THESOUTH BY INTERSTATE 94, AND ON THE EAST BY EXISTING COMMERCIAL/RETAIL DEVELOPMENT. THE SITE IS CURRENTLY UNDEVELOPEDGRASSLAND.THE SITE BOUNDARY CONSISTS OF 0.934 ACRES, OF WHICH THERE ARE NO IMPERVIOUS SURFACES. THE DRAINAGE BOUNDARY BEINGCONSIDERED FOR THE DRAINAGE ANALYSIS IS 1.792 ACRES, WHICH INCLUDES RUNON AREAS TO THE WEST AND NORTH. THE DRAINAGEBOUNDARY CONTAINS 0.253 ACRES OF IMPERVIOUS SURFACE, WHICH INCLUDES THE PORTIONS OF HUDSON BOULEVARD DRAINING TOTHE SITE.THE SITE HAS A SLOPED TOPOGRAPHY, WITH ELEVATIONS RANGING FROM 982 IN THE WEST DOWN TO ABOUT 970 IN THE NORTHEASTAND SOUTHEAST. STORMWATER FROM THE SITE EITHER DRAINS EAST AND NORTH TO THE HUDSON BOULEVARD DITCH OR EAST ANDSOUTH TO THE INTERSTATE 94 DITCH. ALL STORMWATER FROM THE SITE ULTIMATELY DRAINS EAST TO MNDOT DRAINAGE PONDS.PROPOSED CONDITIONSLYNSKEY AND CLARK PLANS ON DEVELOPING THE SITE INTO A DAIRY QUEEN RESTAURANT, WITH ASSOCIATED PARKING AND DRIVEAREAS. DURING CONSTRUCTION, APPROXIMATELY 1.7 ACRES WILL BE DISTURBED. AFTER CONSTRUCTION, THE SITE BOUNDARY WILLCONTAIN 0.600 ACRES OF IMPERVIOUS SURFACE, AND THE DRAINAGE BOUNDARY WILL CONTAIN 0.620 ACRES OF IMPERVIOUS SURFACE,FOR A NET INCREASE OF 0.620 ACRES.STORM SEWER WILL BE USED TO COLLECT STORMWATER FROM THE SITE. THE STORM SEWER WILL BE ROUTED TO AN UNDERGROUNDCMP INFILTRATION SYSTEM FOR WATER QUALITY TREATMENT, VOLUME REDUCTION, AND RATE CONTROL. PERVIOUS PAVEMENT WILLALSO BE USED IN THE PARKING AREAS OF THE SITE TO PROVIDE ADDITIONAL VOLUME REDUCTION. THE CMP UNDERGROUND SYSTEMWILL DISCHARGE TO THE SOUTH TO THE INTERSTATE 94 DITCH. DRAINAGE PATTERNS OUTSIDE OF THE PROPOSED DEVELOPED AREASWILL GENERALLY BE MAINTAINED TO EXISTING CONDITIONS.SOIL INFORMATIONIN MAY OF 2022, HAUGO GEOTECHNICAL SERVICES DRILL TWO SOIL BORINGS TO CHARACTERIZE ONSITE SOILS. THE BORINGS SHOW ASOIL PROFILE GENERALLY CONSISTING OF VARIABLE DEPTHS OF TOPSOIL OVER CLAYEY SAND AND SILTY CLAYEY SAND. NOGROUNDWATER WAS OBSERVED IN THE BORINGS. THESE SOILS ARE PRIMARILY IN THE HYDROLOGIC SOIL GROUP (HSG) C. ACCORDINGTO THE NRCS WEB SOIL SURVEY, ONSITE SOILS CONSIST OF SILT LOAM IN THE HSG B.SITE CONTAMINATIONTHE SITE OR ADJACENT SITES ARE NOT KNOWN TO BE CONTAMINATED. A REVIEW OF THE MPCA'S "WHAT'S IN MY NEIGHBORHOOD" DIDNOT SHOW ANY ONSITE OR NEARBY CONTAMINATION SOURCES.STORMWATER RECEIVING WATERSALL STORMWATER WILL DRAIN TO MNDOT DRAINAGE PONDS LOCATED EAST OF SITE.SPECIAL OR IMPAIRED WATERSMARKGRAFS LAKE IS LOCATED 4,000 FEET SOUTHWEST OF THE SITE AND IS LISTED AS AN IMPAIRED WATER WITH A CONSTRUCTIONRELATED PARAMETER. ADDITIONAL BMPS ARE REQUIRED TO BE IMPLEMENTED AT THE SITE AND ARE AS FOLLOWS:·PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, INCLUDING SOIL STOCKPILES, AND COMPLETETHE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITETEMPORARILY OR PERMANENTLY CEASES.·PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITHFIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.WETLAND CONSIDERATIONSTHERE ARE NO KNOWN WETLANDS ONSITE.PERMANENT STORMWATER MANAGEMENT SYSTEMTHE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT REQUIRES SITES TO PROVIDE A WATER QUALITY VOLUME EQUAL TO ONEINCH OF RUNOFF OVER NEWLY CREATED IMPERVIOUS SURFACES. THE VALLEY BRANCH WATERSHED DISTRICT (VBWD) REQUIRES SITESTO PROVIDE VOLUME ABSTRACTION OF 1.1 INCHES OVER THE NET INCREASE OF IMPERVIOUS SURFACE. THE PROPOSED PLAN OFDEVELOPMENT HAS A NET INCREASE OF IMPERVIOUS SURFACE OF 0.620 ACRES, WHICH REQUIRES A VOLUME ABSTRACTION OF 0.057ACRE FEET.AN UNDERGROUND CMP INFILTRATION SYSTEM AND PERVIOUS PAVEMENT WILL BE USED TO PROVIDE VOLUME ABSTRACTION AND RATECONTROL FOR THE SITE. THE CMP SYSTEM WILL CONSIST OF APPROXIMATELY 539 FEET OF 42-INCH PERFORATED CMP PIPE PLACED INAND ON A ROCK BED. THE ROCK BED WILL EXTEND 6 INCHES BELOW AND ABOVE THE CMP PIPES, AND 24 INCHES ALONG THE SIDES. THEINVERT OF THE CMP SYSTEM IS PROPOSED TO BE 964.0 WITH THE SYSTEM OUTLET AT 964.35. THE VOLUME OF THE CMP SYSTEMBELOW THE OUTLET ELEVATION IS 0.030 ACRE FEET. THE SURFACE AREA OF THE ROCK BED IS 0.078 ACRE FEET. THE EQUIVALENT DEPTH(VOLUME DIVIDED BY AREA) OF THE CMP INFILTRATION SYSTEM IS 0.385 FEET. BASED ON THE CLAYEY SAND SUBSOILS, AN INFILTRATIONRATE OF 0.2 INCHES PER HOUR IS APPROPRIATE. PER VBWD, THE INFILTRATION RATE FOR UNDERGROUND SYSTEMS IS REQUIRED TO BEREDUCED IN HALF, WHICH SETS THE ASSUMED INFILTRATION RATE AT 0.1 INCHES PER HOUR. WITH AN EQUIVALENT DEPTH OF 0.385FEET AND AN INFILTRATION RATE OF 0.1 INCHES PER HOUR, THE SYSTEM WILL DRAWDOWN IN APPROXIMATELY 46 HOURS.PRETREATMENT FOR THE CMP INFILTRATION SYSTEM WILL BE PROVIDED BY SUMP STRUCTURES AND A PRESERVER ENERGYDISSIPATOR.THE PERVIOUS PAVEMENT WILL BE LOCATED IN THE NORTHWESTERLY PARKING STALLS AND WILL INCLUDE AN AREA OF 0.068 ACRES.THE PERVIOUS PAVEMENT WILL BE UNDERLAIN BY 18 INCHES OF ROCK BACKFILL AND A DRAINTILE WILL BE PLACED AT THE TOPPORTION OF THE ROCK TO PROVIDE OVERFLOW DRAINAGE. THERE WILL BE 12 INCHES OF ROCK BELOW THE DRAINTILE. THE TOTALVOLUME OF ROCK WILL BE 0.068 ACRE FEET. THE VOID SPACE IN THE ROCK IS ASSUMED TO BE 40%, WHICH EQUATES TO A TOTALWATER STORAGE VOLUME OF 0.027 ACRE FEET. THE EQUIVALENT DEPTH OF THE ROCK STORAGE (VOLUME DIVIDED BY AREA) IS 0.397FEET. WITH AN ASSUMED INFILTRATION RATE OF 0.1 INCHES PER HOUR, THE SYSTEM WILL DRAWDOWN IN APPROXIMATELY 48 HOURS.THE TOTAL VOLUME ABSTRACTION PROVIDED BY THE TWO PRACTICES IS 0.057 ACRE FEET, WHICH MEETS THE VOLUME ABSTRACTIONREQUIREMENT.THE RUNOFF MODELING PREDICTS THAT PROPOSED RUNOFF RATES WILL BE EQUAL TO OR LESS THAN EXISTING RUNOFFRATES FOR ALL DESIGN STORM EVENTS.BMP IMPLEMENTATION SCHEDULEPRIOR TO CONSTRUCTION, IMPLEMENT THE FOLLOWING BMPS:·VEHICLE TRACKING PAD·PERIMETER CONTROL·STORM DRAIN INLET PROTECTIONDURING CONSTRUCTION, IMPLEMENT THE FOLLOWING BMPS:·PHASED GRADING·STREET SWEEPING·STABILIZATION OF EXPOSED SOILS·STABILIZATION OF DITCHES OR SWALES·STOCKPILE PERIMETER CONTROL & STABILIZATION·MINIMIZATION OF SOIL COMPACTION AND PRESERVATION OF TOPSOIL·CONCRETE WASHOUT AREA·STORM DRAIN INLET PROTECTIONEROSION AND SEDIMENT CONTROL ESTIMATED QUANTITIESVEHICLE TRACKING PAD1 EASILT FENCE500 LFINLET PROTECTION9 EAEROSION CONTROL BLANKETAS NEEDEDTURF ESTABLISHMENT1.0 ACPERMIT REQUIREMENTS & SWPPP IMPLEMENTATIONTHE FOLLOWING SECTIONS WERE TAKEN FROM THE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT. IT IS THE RESPONSIBILITYOF THE PERMITTEE TO FOLLOW ALL REQUIREMENTS OF THE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT.3.1APPLICATION AND COVERAGE EFFECTIVE DATE. [MINN. R. 7090]3.2THE OWNER AND OPERATOR MUST SUBMIT A COMPLETE AND ACCURATE ON-LINE APPLICATION WITH THE APPROPRIATE FEE TOTHE MPCA FOR EACH PROJECT THAT DISTURBS ONE (1) OR MORE ACRES OF LAND OR FOR A COMMON PLAN OF DEVELOPMENTOR SALE THAT WILL ULTIMATELY DISTURB ONE (1) OR MORE ACRES. [MINN. R. 7090]3.3FOR PROJECTS OR COMMON PLANS OF DEVELOPMENT OR SALE THAT DISTURB LESS THAN 50 ACRES OR DO NOT DISCHARGESTORMWATER WITHIN 1 MILE (AERIAL RADIUS MEASUREMENT) OF A SPECIAL OR IMPAIRED WATER, PERMITTEES DO NOT NEED TOSUBMIT THE SWPPP WITH THE APPLICATION. PERMIT COVERAGE FOR THESE PROJECTS IS EFFECTIVE UPON APPLICATION ANDCOMPLETING THE PAYMENT PROCESS. [MINN. R. 7090]3.4FOR CERTAIN PROJECTS OR COMMON PLANS OF DEVELOPMENT OR SALE DISTURBING 50 ACRES OR MORE, THE COMPLETESWPPP MUST BE INCLUDED WITH THE APPLICATION AND SUBMITTED AT LEAST 30 DAYS BEFORE THE START OF CONSTRUCTIONACTIVITY. THIS APPLIES IF THERE IS A DISCHARGE POINT ON THE PROJECT WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF,AND FLOWS TO, A SPECIAL WATER LISTED IN ITEM 23.3 THROUGH 23.6 OR AN IMPAIRED WATER AS DESCRIBED IN ITEM 23.7.PERMIT COVERAGE FOR THESE PROJECTS IS EFFECTIVE UPON SUBMITTING THE APPLICATION AND COMPLETE SWPPP,COMPLETING THE PAYMENT PROCESS AND RECEIVING A DETERMINATION FROM THE MPCA THAT THE REVIEW OF THE SWPPP ISCOMPLETE. THE DETERMINATION MAY TAKE LONGER THAN 30 DAYS IF THE SWPPP IS INCOMPLETE. IF THE MPCA FAILS TOCONTACT THE PERMITTEES WITHIN 30 DAYS OF APPLICATION RECEIPT, COVERAGE IS EFFECTIVE 30 DAYS AFTER COMPLETINGTHE PAYMENT PROCESS. [MINN. R. 7090]3.5THE APPLICATION REQUIRES LISTING ALL PERSONS MEETING THE DEFINITION OF OWNER AND OPERATOR AS PERMITTEES. THEOWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THIS PERMIT. THE OPERATOR IS RESPONSIBLEFOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23.[MINN. R. 7090]3.6PERMITTEES WILL RECEIVE COVERAGE NOTIFICATION IN A MANNER DETERMINED BY THE MPCA. [MINN. R. 7090]3.7FOR CONSTRUCTION PROJECTS WHERE THE OWNER OR OPERATOR CHANGES (E.G., AN ORIGINAL DEVELOPER SELLS PORTIONS OFTHE PROPERTY TO VARIOUS HOMEBUILDERS OR SELLS THE ENTIRE SITE TO A NEW OWNER), THE CURRENT OWNER AND THE NEWOWNER OR OPERATOR MUST SUBMIT A COMPLETE PERMIT MODIFICATION FORM PROVIDED BY THE MPCA. THE CURRENT OWNERAND THE NEW OWNER OR OPERATOR MUST SUBMIT THE FORM PRIOR TO THE NEW OWNER OR OPERATOR COMMENCINGCONSTRUCTION ACTIVITY OR NO LATER THAN 30 DAYS AFTER TAKING OWNERSHIP OF THE PROPERTY. [MINN. R. 7090]3.8FOR CONSTRUCTION PROJECTS WHERE THE OWNER OR OPERATOR CHANGES, THE CURRENT OWNER MUST PROVIDE A SWPPP TOTHE NEW OWNER AND OPERATOR THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY. THE NEW OWNEROR OPERATOR CAN IMPLEMENT THE ORIGINAL SWPPP, MODIFY THE SWPPP, OR DEVELOP A NEW SWPPP. PERMITTEES MUSTENSURE THEIR ACTIVITIES DO NOT RENDER ANOTHER PARTY'S EROSION PREVENTION AND SEDIMENT CONTROL BMPSINEFFECTIVE. [MINN. R. 7090]4.1TERMINATION OF COVERAGE. [MINN. R. 7090]4.2PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.[MINN. R. 7090]4.3PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. [MINN. R. 7090]4.4PERMITTEES MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF THEY MEET ALL OFTHE FOLLOWING CONDITIONS:a.CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS; ANDb.AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED ANDPERMANENT COVER HAS BEEN ESTABLISHED ON THOSE AREAS; ANDc.ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; ANDd.THE SITE COMPLIES WITH ITEM 13.3 THROUGH 13.7.AFTER PERMIT COVERAGE IS TERMINATED UNDER THIS ITEM, ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OFTHE SITE WILL REQUIRE PERMIT COVERAGE IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMONPLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. [MINN. R.7090]4.5PERMITTEES MAY TERMINATE COVERAGE UPON MPCA APPROVAL AFTER SUBMITTING INFORMATION DOCUMENTING THE OWNERCANCELLED THE PROJECT. [MINN. R. 7090]6.1SWPPP AMENDMENTS. [MINN. R. 7090]6.2ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. [MINN. R. 7090]6.3PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER. [MINN. R. 7090]6.4PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENTWITH THE OBJECTIVES OF A USEPA APPROVED TMDL. [MINN. R. 7050.0210]7.1BMP SELECTION AND INSTALLATION. [MINN. R. 7090]7.2PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES. [MINN. R. 7090]8.1EROSION PREVENTION PRACTICES. [MINN. R. 7090]8.2BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. [MINN. R. 7090]8.3PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). [MINN. R. 7090]8.4PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANYPORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BECOMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOTREQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOTREQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATESTOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLSAT THE BASE OF THE STOCKPILE. [MINN. R. 7090]8.5FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. [MINN. R. 7090]8.6PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY ORPERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGEAND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 7090]8.7TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. [MINN. R.7090]8.8PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. [MINN. R. 7090]8.9PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090]8.10PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11. [MINN. R. 7090]9.1SEDIMENT CONTROL PRACTICES. [MINN. R. 7090]9.2PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALLSEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENTCONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. [MINN. R. 7090]9.3IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPSTO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.[MINN. R. 7090]9.4TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS. [MINN. R. 7090]9.5A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. [MINN. R. 7090]9.6PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE. [MINN. R. 7090]9.7PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. [MINN. R. 7090]9.8PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP. [MINN. R. 7090]9.9PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER. [MINN. R. 7090]9.10PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. [MINN. R.7090]9.11PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTIONSITE OR ONTO PAVED ROADS WITHIN THE SITE. [MINN. R. 7090]9.12PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. [MINN. R. 7090]9.13PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. [MINN. R. 7090]9.14IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. [MINN. R. 7090]9.15PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. [MINN. R. 7090]9.16PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. [MINN. R. 7090]9.17PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER.[MINN. R. 7090]9.18PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. [MINN. R. 7090]10.1DEWATERING AND BASIN DRAINING. [MINN. R. 7090]10.2PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THEPROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSUREADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULTFROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING ASURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELYAFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. [MINN. R. 7050.0210]10.3IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. [MINN. R. 7090]10.4PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. [MINN. R. 7090]10.5IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION. [MINN. R. 7090]11.1INSPECTIONS AND MAINTENANCE. [MINN. R. 7090]11.2PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS. [MINN. R. 7090]11.3PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. [MINN. R. 7090]11.4PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONSPREVENT ACCESS TO THE AREA. [MINN. R. 7090]11.5DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. [MINN. R. 7090]11.6PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. [MINN. R. 7090]11.7PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. [MINN. R. 7090]11.8PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. [MINN. R. 7090]11.9PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. [MINN. R. 7090]11.10PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a.INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ONTHE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELYUNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. [MINN. R. 7090]11.11PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITESPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBETHE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUSINDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. [MINN. R. 7090]12.1POLLUTION PREVENTION MANAGEMENT MEASURES. [MINN. R. 7090]12.2PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. [MINN. R. 7090]12.3PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.[MINN. R. 7090]12.4PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. [MINN. R.7090]12.5PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. [MINN. R.7035]12.6PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. [MINN. R. 7041]12.7PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE. [MINN. STAT. 115.061]12.8PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS. [MINN. R. 7090]12.9PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTESFROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THEWASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITHMPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. [MINN. R. 7035, MINN.R. 7090]13.1PERMIT TERMINATION CONDITIONS. [MINN. R. 7090]13.2PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. [MINN. R. 7090]13.3PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.[MINN. R. 7090]13.4PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. [MINN. R. 7090]13.5PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. [MINN. R. 7090]13.6FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCESELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.[MINN. R. 7090]13.7FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. [MINN. R. 7090]14.1TEMPORARY SEDIMENT BASINS. [MINN. R. 7090]14.2WHERE TEN (10) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, PERMITTEES MUST PROVIDE ATEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERSSURFACE WATERS. PERMITTEES MAY CONVERT A TEMPORARY SEDIMENT BASIN TO A PERMANENT BASIN AFTER CONSTRUCTIONIS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OFDISTURBED SOIL TO LESS THAN TEN (10) ACRES DRAINING TO A COMMON LOCATION. [MINN. R. 7090]14.3THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO (2)-YEAR, 24- HOURSTORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER ISGREATER. [MINN. R. 7090]14.4WHERE PERMITTEES HAVE NOT CALCULATED THE TWO (2)-YEAR, 24-HOUR STORM RUNOFF AMOUNT, THE TEMPORARY BASINMUST PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF THE BASINS' DRAINAGE AREA. [MINN. R. 7090]14.5PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. [MINN. R.7090]14.6PERMITTEES MUST DESIGN THE OUTLET STRUCTURE TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZE THE DISCHARGE OFPOLLUTANTS. PERMITTEES MAY TEMPORARILY SUSPEND THE USE OF A SURFACE WITHDRAWAL MECHANISM DURING FROZENCONDITIONS. THE BASIN MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. [MINN.R. 7090]14.7PERMITTEES MUST PROVIDE ENERGY DISSIPATION FOR THE BASIN OUTLET WITHIN 24 HOURS AFTER CONNECTION TO A SURFACEWATER. [MINN. R. 7090]14.8PERMITTEES MUST LOCATE TEMPORARY BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11.[MINN. R. 7090]14.9PERMITTEES MUST CONSTRUCT THE TEMPORARY BASINS PRIOR TO DISTURBING 10 OR MORE ACRES OF SOIL DRAINING TO ACOMMON LOCATION. [MINN. R. 7090]14.10WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF ITEM 14.3 THROUGH 14.9 IS INFEASIBLE, PERMITTEESMUST INSTALL EFFECTIVE SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS, SILT FENCES,VEGETATIVE BUFFER STRIPS OR ANY APPROPRIATE COMBINATION OF MEASURES AS DICTATED BY INDIVIDUAL SITE CONDITIONS.IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, PERMITTEES MUST CONSIDER PUBLIC SAFETY ANDMAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON-SITE. PERMITTEES MUST DOCUMENT THISDETERMINATION OF INFEASIBILITY IN THE SWPPP. [MINN. R. 7090]SITE LOCATION MAP010002000500SITE1 M I L E DETAILS C6.1SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_details.dwg04/13/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA369 2581FLEXIBLE PAVEMENT SECTIONS4710NO SCALERIGID PAVEMENT SECTIONSNO SCALEPOROUS ASPHALT PAVEMENTNO SCALETURF ESTABLISHMENTNO SCALENO SCALECLEANOUTNO SCALECONCRETE WASHOUTNO SCALE6" CONCRETE FILLED PIPE BOLLARDNO SCALENO SCALENO SCALE1.5" BITUMINOUS WEAR COURSE, SPWEA340C, MNDOT 23602" BITUMINOUS BASE COURSE, SPWEA330C, MNDOT 23608" CLASS 5 AGGREGATE BASE, MNDOT 3138TACK COAT, MNDOT 2357LIGHT DUTY - PARKING AREASSAND BAG TO SECURESHEETING10 MILPOLYETHYLENESHEETINGVARIES2 :1 T YP HAY BALES ORCOMPACTED EARTHBERMVARIESNOTES1.THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTEGENERATED BY WASHOUT OPERATIONS.2.LIQUID AND SOLID WASHOUT WASTE SHALL NOT CONTACT THE GROUND.3.LIQUID AND SOLID WASHOUT WASTE SHALL BE DISPOSED OF IN COMPLIANCE WITH MPCA RULES.4.A SIGN SHALL BE INSTALLED INDICATING THE LOCATION OF THE WASHOUT FACILITY.STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TOLIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTIONOF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BECOMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATIONIS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH MNDOT 2575 AND SHALL BE AS FOLLOWS:SEED:21-111 AT 100 LBS PER ACRE OR 21-112 AT 100 LBS PER ACREMULCH:TYPE 1 AT 2 TONS PER ACREFERTILIZER:10-20-20 AT 300 LBS PER ACREPERMANENT SEEDING SHALL BE IN ACCORDANCE WITH MNDOT 2575 AND SHALL BE AS FOLLOWS, UNLESS SHOWNOTHERWISE ON THE PLANS:SEED:25-131 AT 220 LBS PER ACRE OR 25-141 AT 59 LBS PER ACREMULCH:TYPE 1 AT 2 TONS PER ACREFERTILIZER:10-10-10 AT 200 LBS PER ACRE1211NO SCALENO SCALEHANDICAP PARKING SIGNTYPICAL SIGNHEAVY DUTY HDPE DOME TOP BOLLARDCOVER (COLOR PER OWNER)6" DIA. GALVANIZED SCHEDULE 40 PIPEEMBED IN CONCRETE18"36"36"EXPANSION FELTNOTES1.BOLLARDS TO BE PLACED 12" BEHIND BACK OFCURB OR AS NOTED ON THE SITE PLAN.2.CONCRETE FOOTING TO BE HELD BELOWFINISHED CONCRETE SURFACE.NOTES:PROPOSED FINISHEDGRADEANCHOR POSTPNEUMATICALLY 12" MINIMUM OVERLAP5/16"x 1"BOLTS7' URBAN 5' RURAL UPPER SIGN POST5/16"x 2 1/2" BOLTS3' MIN.DRIVEN1.MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CITYSPECIFICATIONS.2.SIGN PANELS-REFLECTIVE SHEETING, VIP DIAMOND GRADE.3.BOLTS SHALL BE TAMPER PROOF.4.FLANGED CHANNEL SIGN POSTS SHALL BE PAINTED GREEN, 3 LB./L.F. AND 7'LONG.5.SIGNS INSTALLED IN CONCRETE SHALL HAVE AN APPROVED BREAK-AWAYDEVICE.6.EDGE OF SIGN SHALL BE MINIMUM 18" FROM BACK OF CURB.INSTALL NYLON WASHERAGAINST SIGN PLATENO PARKING12" HIGH LETTERS4" STRIPING(TYP)HANDICAP PARKINGSYMBOL (TYP)HANDICAP PARKING SPACE PAVEMENT MARKINGS PVC1'1' 4" CONCRETE PADFINISHED GRADE 45° BEND WYE MINIMUM1% SLOPEPVC NOTES:- ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED.- CLEAN OUTS ARE REQUIRED AT 100' SPACING AND AT CHANGE OF DIRECTION.- ALL CLEAN OUTS SHALL BE EQUIPPED WITH A FROST SLEEVE.CASTING SHALL BE MARKED SANITARY OR CO(CLEAN OUT) AS APPROVED BY ENGINEERNEENAH R-1914-APVC THREADED PLUGAPPROVED SUBGRADE, MIN. COMPACTION 95%4" PORTLAND CEMENT CONCRETE, MNDOT 31014" CLASS 5 AGGREGATE BASE, MNDOT 3138CONRETE WALKAPPROVED SUBGRADE, MIN. COMPACTION 95%6" PORTLAND CEMENT CONCRETE, MNDOT 31016" CLASS 5 AGGREGATE BASE, MNDOT 3138CONRETE PAVEMENTAPPROVED SUBGRADE, MIN. COMPACTION 95%NOTES1.FINAL PAVEMENT SECTIONS AND SUBGRADE COMPACTION REQUIREMENTSTO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD2" BITUMINOUS WEAR COURSE, SPWEA340C, MNDOT 23602" BITUMINOUS BASE COURSE, SPWEA330C, MNDOT 23609" CLASS 5 AGGREGATE BASE, MNDOT 3138TACK COAT, MNDOT 2357HEAVY DUTY - DRIVE AREASAPPROVED SUBGRADE, MIN. COMPACTION 95%PARKINGVEHICLE I DREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLER7-8mWHITE ON BLUE12" X 18"R7-8bPWHITE ON BLUE12" X 6"2" DIA. GALVANIZED SCHEDULE 40 PIPE12"60"NOTES1.SIGN TO BE PLACED 18" BEHIND BACK OF CURB,12" BEHIND SIDEWALK, OR AS NOTED ON THESITE PLAN.2.CONCRETE FOOTING TO USED AS NECESSARY TOKEEP SIGN PLUMB.3.CENTER SIGN AT HEAD OF PARKING SPACE NOTMORE THAN 96" FROM HEAD OF PARKING SPACE.4.SIGN HARDWARE PER MANUFACTURER.NOTES1.FINAL PAVEMENT SECTIONS AND SUBGRADE COMPACTION REQUIREMENTSTO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORDSTMH 108TOP CONCRETE WEIR967.515" OUTLET PIPE12" INLET PIPENEENAH CASTING R-1642-BOR EQUAL12" INLET PIPE15" OUTLET PIPE964.19961.276" DIAMETER ORIFICE964.35CONCRETE WEIR WALLW/6" DIAMETER ORIFICECONCRETE CURB & GUTTER7"1/2" R3/4"/FT.7.5" 6" PAVEMENTCURBAGG. BASENOTES:1.TIPOUT CURB SHALL SLOPE OUT AT 3/4" PER FOOT.2.WHERE CURB MEETS CONCRETE PAVEMENT, INSTALL 24" NO.4 DOWELSSPACED 36" ON CENTER.3" POROUS ASPHALTAGGREGATE SIZE A, TRAFFIC LEVEL 2, MNDOT 3139PG 58-28 OR PG 64-22, MNDOT 2360POROUS ASPHALTUNCOMPACTED SUBGRADE (ZERO SLOPE)2" ASTM NO. 57 AGGREGATE (3/4 INCH)16" ASTM NO. 2, 3, OR 5 STONE4" PE DRAINTILE DETAILS C6.2SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_details.dwg04/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA DETAILS C6.3SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_details.dwg04/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA DETAILS C6.4SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_details.dwg04/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA DETAILS C6.5SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE:06/10/22LIC #: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. 04/14/23 FINAL PLAT SUBMITTAL 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_details.dwg04/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA DO NOT ENTERNO PA RKI N G 10.00'28.00'1,455 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 3 PD2 5 RH 6 PM 1 PD 8 CK 6 SA 1 GM 50.00'24 PD2 1 GM 1 TM 5 5 ALL GRASS TO BE HYDROSEED, TYP. SEE SEED NOTES SHEET L1.0 5 1 PERIMETER DRAINAGE/UTILITY EASEMENT, TYP. PERIMETER DRAINAGE/UTILITY EASEMENT, TYP. PLANTS PROHIBITED IN DRAINAGE/UTILITY EASEMENT SANITARY SEWER LINE - NO TREES WITHIN 10' PERIMETER DRAINAGE/UTILITY EASEMENT, TYP. SIDEWALK CONNECTION 3 AX 3 PT 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: 4/12/23 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 Border Concept Commercial Grade Steel Edging Color: Black 323 lf Shredded Hardwood Mulch Color: To be chosen by homeowner 7.29 cy 3" Rock Mulch - Color: To be determined by owner 18.22 cy 1 4 5 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 AX Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry -3 GM Ginkgo biloba 'Magyar' / Magyar Maidenhair Tree 2.5" Cal.B&B 2 PT Populus tremuloides / Quaking Aspen 2.5" Cal.B&B 3 TM Tilia mongolica `Harvest Gold` / Harvest Gold Linden -3 CONIFERS BOTANICAL / COMMON NAME SIZE CONTAINER QTY PM Pinus mugo `Compacta` / Dwarf Mugo Pine #7 6 SHRUBS BOTANICAL / COMMON NAME SIZE CONTAINER QTY BG2 Buxus microphylla `Green Borders` / Green Borders Boxwood #5 9 PA2 Perovskia atriplicifolia / Russian Sage #5 3 PD2 Physocarpus opulifolius 'Donna May' TM / Little Devil Dwarf Ninebark #5 30 PD Physocarpus opulifolius 'Monlo' TM / Diabolo Purple Ninebark #5 2 GRASSES BOTANICAL / COMMON NAME SIZE CONTAINER QTY CK Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass #2 14 SL Schizachyrium scoparium / Little Bluestem #2 6 ANNUALS/PERENNIALS BOTANICAL / COMMON NAME SIZE CONTAINER QTY HS2 Hosta sieboldiana `Elegans` / Elegans Hosta #5 1 HK Hosta x 'Krossa Regal' / Krossa Regal Hosta #5 1 RH Rudbeckia hirta / Black-eyed Susan #3 12 SA Sedum x 'Autumn Joy' / Autumn Joy Sedum #3 12 SP Sedum x 'Purple Emperor' / Purple Emperor Stonecrop #3 3 GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY PP2 Poa pratensis / Kentucky Bluegrass Hydroseed 10,907 sf PLANT SCHEDULE 1 PUD SUBMITTAL 2/13/23 CITY OF LAKE ELMO MUNICIPAL CODE SECTION 105.12.480 LANDSCAPE REQUIREMENTS ·PROVIDE DETAILS AND CROSS SECTION OF ALL REQUIRED SCREENING - SCREENING REQUIRED ALONG FRONTAGE STRIP ON HUDSON AVE. SECTION PROVIDED - SEE SHEET L1.1. ·INTERIOR PARKING LOT LANDSCAPING ··AT LEAST FIVE PERCENT OF THE INTERIOR AREA OF PARKING LOTS WITH MORE THAN 30 SPACES SHALL BE DEVOTED TO LANDSCAPE PLANTING AREAS. AREAS MAY CONSIST OF ISLANDS OR CORNER PLANTING BEDS. ··CURRENT 32 SPACES - MINIMUM TREE PLANTING REQUIRED = 1 TREE PER 10 SPACES ··TOTAL TREES REQUIRED = 3 ··TOTAL TREES PROVIDED = 3 IN ADDITION TO FRONTAGE REQUIREMENTS ·PERIMETER PARKING LOT LANDSCAPING ··STREET FRONTAGE TREES - A MINIMUM OF ONE TREE FOR EVERY 50 FEET OF STREET FOOTAGE SHALL BE PLANTED AT THE TIME OF DEVELOPMENT ··361 LINEAR FEET OF FRONTAGE ON HUDSON AVE ··TOTAL REQUIRED = 8 ··TOTAL PROVIDED = 8 ··LANDSCAPE FRONTAGE STRIP REQUIREMENT - FRONTAGE ON HUDSON AVE ONLY ··WITHIN THE FRONTAGE STRIP, SCREENING SHALL CONSIST OF EITHER A MASONRY WALL, FENCE, BERM, OR HEDGE OR COMBINATION THAT FORMS A SCREEN A MINIMUM OF 3 1/2 AND A MAXIMUM OF FOUR FEET IN HEIGHT, AND NOT LESS THAN 50 PERCENT OPAQUE ON A YEAR-ROUND BASIS. SEE SECTION ON L1.1. ··TREES SHALL BE PLANTED AT A MINIMUM OF ONE DECIDUOUS TREE PER 50 LINEAR FEET WITHIN THE FRONTAGE STRIP. ·RESIDENTIAL BUFFER STRIP REQUIREMENT NOT MET - DOES NOT APPLY ··ALONGSIDE AND REAR PROPERTY LINES ABUTTING RESIDENTIAL PROPERTIES OR DISTRICTS, SCREENING SHALL BE PROVIDED, CONSISTING OF EITHER A MASONRY WALL, FENCE OR BERM IN COMBINATION WITH LANDSCAPE MATERIAL THAT FORMS A SCREEN A MINIMUM OF FOUR FEET IN HEIGHT, A MAXIMUM OF SIX FEET IN HEIGHT, AND NOT LESS THAN 90 PERCENT OPAQUE ON A YEAR-ROUND BASIS. LANDSCAPE MATERIAL SHALL INCLUDE TREES, PLANTED AT A MINIMUM OF ONE DECIDUOUS OR CONIFEROUS TREE PER 40 LINEAR FEET ALONG THE PROPERTY LINE. 1. 2 PUD SUBMITTAL 4/14/23 4.00'TREE APPROX. SIZE AT FULL GROWTH PERIMETER DRAINAGE/UTILITY EASEMENT PLANTING PROHIBITED WITHIN PERIMETER DRAINAGE/UTILITY EASEMENT PROPERTY BOUNDARY SCREEN HUDSON BLVD N.PARKING SPACE L1.1 PROJECT NO. 22-23DAIRY QUEEN STORE #7089106/10/22LAKE ELMO, MNCONCEPTUAL PHASE PRELIMINARY CONSTRUCTION DRAWING REVISION SCHEDULE NO.DESCRIPTION DATE 1003 Bay Ln NE Alexandria, MN 56308 phone 320.815.4580 12456 D A 123456 C B DBA: JILLIAN REINER Professional Landscape Architect SHEET NO. DESIGN PHASE SCALE DATE DRAWN BY: CHECKED BY: APPROVED BY:LANDSCAPE DETAILS1 PUD SUBMITTAL 2/13/23 PARKING LOT LANDSCAPE SCREENING SECTION SCALE 1" = 10' 2 PUD SUBMITTAL 4/14/23 Page 1 of 1Date:4/13/2023Scale:DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Designed By: K. TomczakChecked By: Trent ShoreDairy Queen Lake ElmoLuminaire ScheduleSymbolQtyLabelMountingHeightLum. WattsCalculation SummaryLLFDescriptionLabelUnitsAvgMaxMinAvg/MinMax/MinParking LotFc2.5010.60.0N.A.N.A.7AA3171000.900EX-LITE 100W T3 40K MOUNT ON 15FT POLE WITH 2FT BASEProperty Line 6' Above GradeFc0.383.00.0N.A.N.A.YDHDO NOT ENTERNO PARKING0.00.00.10.00.10.10.00.00.00.00.00.20.10.30.00.10.01.60.00.00.00.00.10.20.10.00.00.00.00.10.00.20.00.00.00.20.30.10.30.60.51.73.01.10.10.10.51.00.10.10.21.20.21.53.00.70.40.20.00.10.23.03.60.90.51.11.51.44.92.41.00.40.30.00.10.20.60.11.21.28.44.01.70.90.60.50.20.10.13.70.30.81.11.90.70.10.30.61.73.86.35.41.80.71.81.00.30.10.20.71.62.62.82.22.61.30.50.21.63.60.22.04.16.11.41.83.05.47.76.43.61.02.11.67.610.59.39.45.23.12.84.27.72.63.31.32.20.41.51.68.24.52.21.41.11.11.21.10.71.10.310.60.91.92.82.83.32.11.61.62.12.83.12.50.43.92.01.81.41.22.04.58.07.11.21.41.110.42.16.52.61.41.41.10.70.50.91.51.81.71.13.00.83.20.92.52.21.35.14.12.10.99.36.72.91.87.21.32.06.34.92.72.02.95.13.22.91.91.72.910.01.62.20.91.52.53.410.37.32.70.70.20.30.40.80.33.36.56.27.65.52.30.20.30.51.22.96.90.40.20.70.30.40.70.91.00.90.64.23.51.80.60.31.30.30.50.60.70.81.08.36.02.50.80.20.20.71 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc 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 MONTH THE OF BLIZZARD 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 FRANC H I S E E E L E C T S T O U S E AN ELECT R O N I C M E S S A G E C E N T E R IN PLACE O F T H E R E A D E R B O A R D : -VERIFY E L E C T R I C A L REQUIREM E N T S -PROVIDE D A T A C O N D U I T T O PYLON AS R E Q U I R E D -COORDI N A T E S I Z E A N D ASPECT R A T I O W I 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 NATIO N A L V E N D O R S L I S T F O R APPROVED S I G N M A N U F A C T U R E R S AND EXTER I O R E L E C T R O N I C R E A D E R BOARD MA N U 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 541802/13/2023 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# STAGE DATE 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# STAGE DATE 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 " S I N G L E 4 4"DO UBLE 48" 44"44" 44"44" 44" 44" 44" 6 6 " S I N G L E 4 4 " S I N G L E 4 4"SING LE 4 4"SING L E 4 4 " D O U B L E 4 4 " D O U B L E 4 4 " D O U B L E 4 4"SING LE 4 4"DO UBLE 44"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 " S I N G L E 44"4 4 " S I N G LE 4 4 " S I N G L E 10 324 48 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# STAGE DATE FIN. FLR. 100' -0" TRUSS BEARING 113' -0" T.O. PARAPET 120' -0" SILL HEIGHT 102' -8" D K G F G E M D G K D B 103' - 2" B.O. WINDOW 110' - 0" B.O. EYEBROW FRONT ELEVATION - TOTAL AREA: 857 SF • MATERIAL 'B' - EIFS: 67 SF = 7.8% • MATERIAL 'D' - EIFS: 322 SF = 37.6% • MATERIAL 'E' - METAL COPING & SCUPPERS: 48 SF = 5.6% • MATERIAL 'F' - METAL PANEL: 147 SF = 17.2% • MATERIAL 'G' - METAL EYEBROWS, OUTRIGGERS, & FLASHINGS: 46 SF = 5.4% • MATERIAL 'K' - STOREFRONT: 185 SF = 21.6% • MATERIAL 'M' - CORRUGATED METAL: 42 SF = 4.8% • METAL MATERIALS:= 33% • OTHER MATERIALS:= 67% FIN. FLR. 100' -0" TRUSS BEARING 113' -0" T.O. PARAPET 120' -0" SILL HEIGHT 102' -8" B D EE E 117' - 8" WALL LIGHT T.O.W. ROOF ACCESS LADDER E E 110' - 0" B.O. EYEBROW REAR ELEVATION - TOTAL AREA: 724 SF • MATERIAL 'B' - EIFS: 639 SF = 88.3% • MATERIAL 'D' - EIFS: 40 SF = 5.5% • MATERIAL 'E' - METAL COPING & SCUPPERS: 45 SF = 6.2% • METAL MATERIALS:= 6.2% • OTHER MATERIALS:= 93.8% DRAWN BY: SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME: CURRENT AS OF: PLAN START DATE: APPROVED FOR BID APPROVED FOR REVIEW APPROVED FOR CONSTRUCTION #WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541801/4" = 1'-0" 4/14/2023 10:35:20 AM P:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt240 O.R.V.22-039ELEVATIONSLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE APPROVALDAIRY QUEEN7/14/2022 PLAN FOR SITE APPROVAL ---1/4" = 1'-0"1 COLORED FRONT ELEVATION 1/4" = 1'-0"2 COLORED REAR ELEVATION REVISIONS # STAGE DATE 1 for review/construction/bid --/--/2021 FIN. FLR. 100' -0" TRUSS BEARING 113' -0" T.O. PARAPET 120' -0" SILL HEIGHT 102' -8" E M D G K D L G K D H E M D G K D E B E C D A 103' - 2" B.O. WINDOW B.O. EYEBROW 110' - 0" 1 246 ENTRANCE ELEVATION - TOTAL AREA: 1,546 SF • MATERIAL 'B' - EIFS: 425 SF = 27.5% • MATERIAL 'C' - EIFS: 88 SF = 5.7% • MATERIAL 'D' - EIFS: 491 SF = 31.8% • MATERIAL 'E' - METAL COPING & SCUPPERS: 94 SF = 6.1% • MATERIAL 'G' - METAL EYEBROWS, OUTRIGGERS, & FLASHINGS: 60 SF = 3.9% • MATERIAL 'H' - EIFS: 62 SF = 4% • MATERIAL 'K' - STOREFRONT: 183 SF = 11.8% • MATERIAL 'L' - EIFS: 82 SF = 5.3% • MATERIAL 'M' - CORRUGATED METAL: 61 SF = 3.9% • METAL MATERIALS: = 25.7% • OTHER MATERIALS: = 74.3% FIN. FLR. 100' -0" TRUSS BEARING 113' -0" T.O. PARAPET 120' -0" SILL HEIGHT 102' -8" E M D B D B E C C D C N E K K D K G F G 103' - 2" 110' - 0" B.O. WINDOW B.O. EYEBROW R A 1 246 ENTRANCE ELEVATION - TOTAL AREA: 1,546 SF • MATERIAL 'B' - EIFS: 812 SF = 52.5% • MATERIAL 'C' - EIFS: 182 SF = 11.8% • MATERIAL 'D' - EIFS: 110 SF = 7.1% • MATERIAL 'E' - METAL COPING & SCUPPERS: 81 SF = 5.2% • MATERIAL 'F' - METAL PANEL: 144 SF = 9.3% • MATERIAL 'G' - METAL EYEBROWS, OUTRIGGERS, & FLASHINGS: 22 SF = 1.4% • MATERIAL 'K' - STOREFRONT: 91 SF = 5.9% • MATERIAL 'M' - CORRUGATED METAL: 58 SF = 3.8% • MATERIAL 'R' - METAL PANEL: 46 SF = 3% • METAL MATERIALS: 351 SF = 22.7% • OTHER MATERIALS: = 77.3% DRAWN BY: SCALE:PROFESSIONAL SEAL:PROJECT INFO:SHEET NAME: CURRENT AS OF: PLAN START DATE: APPROVED FOR BID APPROVED FOR REVIEW APPROVED FOR CONSTRUCTION #WWW.ALLIANCEBUILDS.COMPHONE: (920)-336-3400 FAX: (920)-336-34011050 BROADWAY ST., WRIGHTSTOWN, WI 541801/4" = 1'-0" 4/14/2023 10:35:27 AM P:\22-039 DQ Lake Elmo MN\Design\Revit\22-039 DQ Lake Elmo.rvt242 O.R.V.22-039ELEVATIONSLAKE ELMOWASHINGTON COUNTY, MNPLAN FOR SITE APPROVALDAIRY QUEEN7/14/2022 PLAN FOR SITE APPROVAL ---1/4" = 1'-0"1 COLORED ENTRANCE ELEVATION 1/4" = 1'-0"2 COLORED DRIVE-THRU ELEVATION REVISIONS # STAGE DATE Comprehensive Sign Plan Narrative Lake Elmo, MN Prepared for: Drake Real Estate Services May 4, 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 ................................................................................................................................................ 4 Contact Information ...................................................................................................................................... 4 Electric Auto Sales & Service, Lake Elmo, MN May 4, 2023 DRS22002 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 provided. Ground Sign Standards Two ground signs are permitted for the development; one ground sign will be located on Lot 1, Block 1 and another on 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 be in addition to the permitted wall sign area. The following is a summary of the permitted ground signage in the PUD: Lot Ground Signs Allowed Maximum Permitted Area (Each Side) Maximum Height Allowed Maximum Height Allowed Lot 1, Block 1 1 565 sq. ft. 30 ft. 50 ft. Lot 1, Block 2 0 N/A 30 ft. N/A Lot 2, Block 2 1 250 sq. ft. 30 ft. 30 ft. Lot 3, Block 2 0 N/A 30 ft. N/A TOTAL 2 815 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. 4. Sign illumination shall conform with the sign illumination standards in the Zoning Ordinance. 5. Ground signs shall be landscaped in compliance with Section 105.12.43(h.2.f): a. Perennial plantings, grass or other landscaping features shall be incorporated around the base of all ground signs. A revision from the preliminary approvals is requested to locate the 50-foot ground sign in the right-of-way. The City will provide an encroachment agreement to the applicant to allow the sign to be located in the right-of-way as shown on the plans. The applicant will provide the City with an easement area over Lot 1, Block 1 adjacent to Hudson Boulevard in exchange for the encroachment agreement. In lieu of an encroachment agreement and easement area, the City and applicant may conduct a land swap and exchange ownership or provide a fee title for the subject areas. Electric Auto Sales & Service, Lake Elmo, MN May 4, 2023 DRS22002 2 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). 2. An electronic variable message sign is not proposed for the ground sign on Block 2. 3. Sign illumination shall conform with the sign illumination standards in the Zoning Ordinance. 4. Ground signs shall be landscaped in compliance with Section 105.12.43(h.2.f): a. Perennial plantings, grass or other landscaping features shall be incorporated around the base of all ground signs. Wall Sign Standards The following is a summary of the proposed wall signage in the PUD: Lot Wall Signs Permitted per Façade* Ancillary Wall Signs Permitted per Façade* Maximum Area Permitted per Façade* Lot 1, Block 1 3 1 150 sq. ft. Lot 1, Block 2 2 2 300 sq. ft. Lot 2, Block 2 3 2 300 sq. ft. Lot 3, Block 2 2 2 300 sq. ft. TOTAL 10 7 * Restrictions on which façades may display wall signs are described in the standards listed below. 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 façades 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. 4. Sign illumination shall conform with the sign illumination standards in the Zoning Ordinance. Proposed Lot 1, Block 1 Signage 1. One 65 square foot logo sign is proposed on the west building frontage. Electric Auto Sales & Service, Lake Elmo, MN May 4, 2023 DRS22002 3 2. One 47 square foot logo sign and 30 square feet of channel lettering is proposed on the north façade (frontage on Hudson Boulevard). a. A total of 77 square feet of signage is proposed on the north façade. 3. One 13.5 square foot logo sign and 24.5 square feet of channel lettering is proposed on the east façade. a. A total of 38 square feet of signage is proposed on the east façade. 4. Three directional signs are proposed for the site. Each sign is 2.6 square feet in area. a. Two directional signs at the driveway marking the entrance and exit lanes. b. One “do not enter” sign at the exit of the drive-through lane. 5. Menu signs are proposed for the drive-through. 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 is permitted on the east and south building façades on Lot 1, Block 2. b. Signage is permitted on the east, south and west building façades on Lot 2, Block 2. c. Signage is permitted on the east and south building façades on Lot 3, Block 2. i. Section 105.12.430(h.1) permits one wall sign per street frontage. d. 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. e. 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. 4. Sign illumination shall conform with the sign illumination standards in the Zoning Ordinance. 5. No new wall signs are permitted to face residential. Proposed Lot 1, Block 2 Signage 1. A total 300 square feet of signage is proposed on the south façade. a. One 150 square foot principal sign. b. Two 75 square foot ancillary signs. 2. A total of 300 square feet of signage is proposed on the east façade. a. One 150 square foot principal sign. b. Two 75 square foot ancillary signs. Electric Auto Sales & Service, Lake Elmo, MN May 4, 2023 DRS22002 4 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 The following standards are proposed for menu signs: 1. A menu sign up to 7 feet, 5 inches is permitted for Block 1, Lot 1. 2. All other menu signs within the development shall comply with the menu sign standards in Section 105.12.430(k.12): a. 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 SITE PLAN 4 NOPARKING NOPARKING NOPARKING DHY T 55" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFF E275V3 SUPERCHARGER CABINET600 AMPSUPPORTS = (4) E261SC CHARGE POSTS E261SC - CHARGEPOSTE261SC - CHARGEPOST WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTALE261SC - CHARGEPOSTE261SC - CHARGEPOST WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL GROUND SIGN LOT #1 - BLOCK 1 N 2 GROUND SIGN WALL CONNECTORWCE246M809BASEF890PEDESTAL 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 DHY T 55" TV - CEILING MOUNTED W/ 6' POLE - MOUNT 9' AFF E275V3 SUPERCHARGER CABINET600 AMPSUPPORTS = (4) E261SC CHARGE POSTS E261SC - CHARGEPOSTE261SC - CHARGEPOST WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL E275V3 SUPERCHARGER CABINET600 AMPSUPPORTS = (4) E261SC CHARGE POSTS E261SC - CHARGEPOSTE261SC - CHARGEPOST WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL WALL CONNECTORWCE246M809BASEF890PEDESTAL LOT #1 - BLOCK 1 N B A 1 GROUND SIGN WALL CONNECTORWCE246M809BASEF890PEDESTAL 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'-958" 7'-6"10'-0"4'-6"14'-958" 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 ADDITIONPROPOSEDDQ BUILDINGPROPOSEDPYLON SIGNPARCEL 1 TO CITYPARCEL 2 TO LOT 1, BLOCK 146.59S46°03'26"E56.76 N00°05'44"W N00°05'44"W 42.6944.15S89°54'16"WS46°03'26"E61.42MOST WESTERLYCORNER OF LOT 1SOUTH LINE OF PARCEL 33BSOUTHWESTERLY LINE OF LOT 1H U D S O N B L V DEBERTZ Landform® and Site to Finish® are reg is tered service marks of Land form Profess ional Services, LLC.Property Line AdjustmentELECTRIC AUTO DEALERSHIP • Lake Elmo, MN • 05.08.2023NORTH080EXISTING DESCRIPTIONS:Dairy QueenLot 1, Block1, EBERTZ ADDITION, Washington County, Minnesota.City of Lake ElmoParcel 33B, Minnesota Department of Transportation Right of Way Plat No. 82-43, Washington County, Minnesota.PROPOSED DESCRIPTIONS:Proposed Dairy QueenLot 1, Block1, EBERTZ ADDITION, Washington County, Minnesota, Except that part lying west of the following described line: Commencing at the mostwesterly corner of said Lot 1, thence South 46 degrees 03 minutes 26 seconds East, plat bearing, along the southwesterly line of said Lot 1, a distance of46.59 feet to the Point of Beginning of the line to be described; thence North 00 degrees 05 minutes 44 seconds West, a distance of 56.76 feet to thenorthwesterly line of said Lot 1 and there terminating.AndThat part of Parcel 33B, Minnesota Department of Transportation Right of Way Plat No. 82-43, Washington County, Minnesota, described as follows:Commencing at the most westerly corner of Lot 1, Block 1, EBERTZ ADDITION, said Washington County; thence South 46 degrees 03 minutes 26seconds East, plat bearing, along the southwesterly line of said Lot 1, a distance of 46.59 feet to the Point of Beginning; thence continuing South 46degrees 03 minutes 26 seconds East, along last said line, a distance of 61.42 feet to the south line of said Parcel 33B; thence South 89 degrees 54minutes 66 seconds West, along last said line, a distance of 44.15 feet to a line bearing South 00 degrees 05 minutes 44 seconds East from the Point ofBeginning; thence North 00 degrees 05 minutes 44 seconds West, a distance of 42.69 feet to the Point of Beginning.Proposed Lake ElmoParcel 33B, Minnesota Department of Transportation Right of Way Plat No. 82-43, Washington County, Minnesota, Except that part described as follows:Commencing at the most westerly corner of Lot 1, Block 1, EBERTZ ADDITION, said Washington County; thence South 46 degrees 03 minutes 26seconds East, plat bearing, along the southwesterly line of said Lot 1, a distance of 46.59 feet to the Point of Beginning; thence continuing South 46degrees 03 minutes 26 seconds East, along last said line, a distance of 61.42 feet to the south line of said Parcel 33B; thence South 89 degrees 54minutes 66 seconds West, along last said line, a distance of 44.15 feet to a line bearing South 00 degrees 05 minutes 44 seconds East from the Point ofBeginning; thence North 00 degrees 05 minutes 44 seconds West, a distance of 42.69 feet to the Point of Beginning.AndThat part of Lot 1, Block 1, EBERTZ ADDITION, Washington County, Minnesota, lying west of the following described line: Commencing at the mostwesterly corner of said Lot 1, thence South 46 degrees 03 minutes 26 seconds East, plat bearing, along the southwesterly line of said Lot 1, a distance of46.59 feet to the Point of Beginning of the line to be described; thence North 00 degrees 05 minutes 44 seconds West, a distance of 56.76 feet to thenorthwesterly line of said Lot 1 and there terminating. “Proudly Serving Neighbors & Friends” Lake Elmo Fire Department Memorandum To: Sophia Jensen, City Planner From: Dustin Kalis, Fire Chief Date: 4/17/23 Re: Final 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 4/14/23 with the following comments and responses: 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. The turning radius plan overlay has been provided and is accepted by the fire department. 2) An approved signage and marking plan shall be determined for all “No Parking and Fire Lane” access roads. Fire department, along with city engineering and public works, will work with project engineer to identify the No Parking and Fire Lane plan. 3) Fire hydrants shall be provided in approved locations following review by Engineering and Public Works. Hydrant plan has been reviewed and approved 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. Will be reviewed with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 7) Fire Department sprinkler connection locations to be approved prior to installation. Proposed location on current plans is acceptable to the fire department. Will confirm with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 9) The sprinkler system shall be properly monitored by a qualified monitoring company. Will be reviewed with final construction documents and plans. “Proudly Serving Neighbors & Friends” 10) Install emergency egress illumination in the means of egress including exit discharge compliant with 2020 MSFC. Will be reviewed with final construction documents and plans. 11) Install compliant exit signage as required by the 2020 MSFC. Will be reviewed with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 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. Provide the Fire Department and City Engineer with loading calculations. 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. Will be reviewed with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 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. Will be reviewed with final construction documents and plans. 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. Applicant has acknowledged this requirement in their memo dated 4/14/23. 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. Will be reviewed with final construction documents and plans. 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 “Proudly Serving Neighbors & Friends” replacement of battery packs and power cells and any other emergency hazards related to their automobiles and energy systems. Will be reviewed with final construction documents and plans. 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 3  MEMORANDUM         Date:  May 9, 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    Final 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) Final PUD Plat/Plans received on  May 2, 2023. The review consisted of the following documentation:   Final Plat and Final PUD Narrative dated April 14, 2023.   Final Plat Written Statements April 14, 2023.   Ebertz Addition Final Plat received May 2, 2023.   Civil Site Plans for Electric Auto Sales and Service dated May 2, 2023.   Project Manual for Electric Auto Sales and Service dated April, 2023.   Stormwater Management Plan for Electric Auto Sales and Service dated May 2, 2023.   Site Construction Plans for Dairy Queen Store dated April 14, 2023.   Stormwater Management Plan for Dairy Queen Store dated April 14, 2023.      STATUS/FINDINGS: Engineering review comments have been provided in two separate memos; one for Final  PUD/Plat approval, and one to assist with the completion of the Final Construction Plans.  Please see the following  review comments relating to the Final PUD/Plat application.      FINAL PLAT AND EASEMENTS  1. The Final Plat shall not be recorded until the City Engineer approves the Final Construction Plans.  2. All easements as required by the City Engineer and Public Works Director shall be documented on the  Final Plat prior to the release of the Final Plat for recording. Revisions to the Final Plat, Outlot boundaries  and easements may be necessary as the Construction Plans are reviewed and finalized.  3. 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.  4. Final Plat approval must be contingent upon the dedication of Hudson Boulevard right‐of‐way as shown  on the Preliminary Plat, Sheet C1.2, dated May 2, 2023 and the Final Plat received May 2, 2023; including  Outlot A to be deeded to the City of Lake Elmo following the recording of the Final Plat.  5. Outlot A is proposed as part of the Final Plat over the MnDOT trunk highway easement area (Highway  Easement Document No. 90695). Final Plat approval must be contingent upon the developer providing to  the city all necessary legal descriptions and easement exhibits for the city’s application to MnDOT to  turnback the area of highway easement over Hudson Boulevard as shown on the Preliminary Plat, Sheet  C1.2, dated May 2, 2023.   6. Drainage and utility easements are shown to be dedicated on the Final Plat along all lot lines as required.   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 3  7. Dedicated  drainage  and  utility  easements,  minimum  10‐feet  wide,  are  required  along  all  Hudson  Boulevard public roadway frontage, including along Lot 1, Block 1; and Lots 1 and 2, Block 2. Easements  have been shown on the Final Plat as required. The drainage and utility easements must be dedicated for  use by small/dry utilities and therefore must be free from any encroachments and must maintain grades  that do not exceed 4:1.  8. Dedicated utility easements will be required over all public watermain and sanitary sewer as determined  by the City Engineer and Public Works Director. Drainage and utility easements must be a minimum width  of 15 feet in each direction from centerline of pipe, hydrant or manhole structure. Easements have been  provided on the Final Plat and construction plans as required.  9. Drainage and utility easements are required over all wetlands, wetland buffers, and stormwater BMPs,  including the 100‐year high water level areas, maintenance access roadways and maintenance benches;  and to protect all emergency overflow pathways.   10. The storm water pond, infiltration basin and underground storm water BMP will remain privately owned  and maintained. A Storm Water Maintenance and Easement Agreement in the city’s standard form of  agreement  must  be  executed  and  recorded  with  the  Final  Plat  for  all  privately  owned  stormwater  facilities.  11. All off‐site permanent and temporary easements, if necessary to  construct  the  proposed  subdivision  improvements, must be acquired and provided to the city prior to the approval of the Final Construction  Plans. Each easement, if needed, must be provided in the city standard form of easement agreement.    FINAL CONSTRUCTION PLANS & SPECIFICATIONS  1. Final Construction Plans and Specifications must be prepared in accordance with the latest version of the  City Engineering Design Standards Manual dated January 2022, using City standard details, plan notes and  specifications and meeting City Engineering Design Guidelines, unless approved otherwise by the City  Engineer.  2. Final Construction Plans and Specifications must be revised in accordance with the Construction Plan  engineering review memorandum dated May 9, 2023. Separate construction plan review memos have  been prepared for the Eclectic Auto Sales and Service Plans, and Dairy Queen Plans.  3. 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 parcels. Access to  Lot 1, Block 1 will extend south directly from Hudson Boulevard at the approved Hudson Boulevard access  location for the south parcel. Per agreement with the property owners, the south access location can only  be permitted in connection with the closure of the adjacent temporary Lakewood Crossing access.  4. The scope of the subdivision and Hudson Boulevard improvements (and development agreement for the  subdivision) must include the removal/phasing of the adjacent Lakewood Crossing 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.   5. Secondary Access. No secondary access is proposed for any lot within this subdivision. As a condition of  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.  6. 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 extending from the proposed pedestrian  cross walk to the Lakewood Crossing development. Revisions to the Hudson Boulevard construction plans  will be required as directed and approved by the City Engineer.   7. Pedestrian Crossing. A mid‐block cross walk must be provided as shown on the Construction Plans.  8. 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      PAGE 3 of 3  with the City Engineering Design Standards Manual dated January 2022, whether the facilities are public  or privately owned and maintained.  9. 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.   10. 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. Hydrant locations and system  valves  must  be  placed  internal  to  the  site  as  directed  by  the  Lake  Elmo  Public  Works  and  Fire  Departments. All internal site hydrants, and watermains feeding any hydrant, will remain city owned and  operated. No utility pipe oversize costs are anticipated for this development.  11. The  Final  Construction  Plans  must  include  a  construction  parking  and  staging  plan  internal  to  the  development  site.  No  parking  or  any  construction  staging,  including  the  loading  and  unloading  of  materials and equipment will be allowed at any time on Hudson Boulevard during the construction of the  site improvements and buildings, unless specifically allowed through right‐of‐way permit or during city  approved roadway closures. All street, curb and boulevard damage caused by the construction activities  must  be  repaired  or  replaced  by  the  developer(s)  at  no  cost  to the city and must meet city design  standards and specifications.  12. No construction on the Project may begin until the applicant has received City Engineer approval for the  Final Construction Plans; the applicant has obtained and submitted to the City all applicable permits,  easements and permissions needed for the project; and a preconstruction meeting has been held by the  City’s engineering department.                                    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: 05/02/2023 RE: Final Plat and PUD – Ebertz (Drake Motor Partners & DQ) Ebertz (Drake Motor Partners & DQ) – Hudson Blvd Submittals The Preliminary Plat and PUD dated 4/14/23 Review History • Initial Sketch Plat landscape review on 9/20/2022. • PUD Pre-Application and plan documents dated 10/26/2022. • The Preliminary Plat and PUD dated 2/13/23. Location: HUDSON BLVD N. LAKE ELMO, MN 55042 (PID 34.029.21.44.0004 & 34.029.21.44.0006) 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 Tree preservation plan covers both DQ and Drake sites.  No signification trees removed from DQ site (no table) o Tree removals for DQ site are all non-specimen trees and allowed by code. o The tree preservation plan meets the required tree replacement calculations:  Tree replacement is required because more than thirty (30) percent of the diameter inches of significant coniferous/evergreen trees surveyed will be removed. Final Plat and PUD Review – Ebertz (Drake Motor Partners & DQ) - Hudson Blvd– 05/02/2023 2 Total Caliper Inches of Significant Trees On-Site: 307 Cal Inches Common Trees 0 Conifer/Evergreen Trees 301 Hardwood Trees 6 Nuisance Trees n/a Significant Inches Removed On-Site: 248 Cal Inches Common Trees 0 Conifer/Evergreen Trees 242 Hardwood Trees 6 Nuisance Trees n/a 30% Tree Removal Limits (Cal. Inches) Allowed Proposed Subtract Common Tree Removals 0 Subtract Conifer/Evergreen Tree Removals 90 Subtract Hardwood Tree Removals 6 0 Removals in excess of 30% allowances Cal Inches Common Removals in Excess of 30% Allowance 0.0 Conifer Removals in Excess of 30% Allowance 152 Hardwood Removals in Excess of 30% Allowance 0.0 Common Tree Replacement Needed (1/4 the dia inches removed) 0.0 Cal Inches Conifer Tree Replacement Needed (1/2 the dia inches removed) 76 Cal Inches Hardwood Tree Replacement Needed (1/2 the dia inches removed) 0.0 Cal Inches Common Tree Replacement Required @ 2.5" per Tree 0 # Trees Conifer Tree Replacement Required @ 2.5" per 8' Tall Tree 19 # Trees Hardwood Tree Replacement Required @ 2.5" per Tree 0 # Trees Final Plat and PUD Review – Ebertz (Drake Motor Partners & DQ) - Hudson Blvd– 05/02/2023 3 o Conditions for the release of final plat recording related to tree preservation are:  The named East Infiltration Basin location and grading shall be redesigned to maximize tree preservation of specimen conifers along the east property line, if soil conditions permit it.  Developer shall evaluate the feasibility of a basin sited as close to Lot 3’s (dashed) east parking area. • Slopes not great than 3:1 • No retaining wall requested • No reduction in Lot3 size • Additional soil borings will be required to test soil capacity for infiltration. • Basin design must first satisfy all Watershed and City Engineer review requirements. Landscape Requirements: 105. 12. 480 DRAKE SUBMITTAL: • A landscape plan has been submitted and does not meet all requirements. o Landscape frontage strip requirements:  12’ buffer strip dimension not met (currently 8’) • Taunton Yew is a slow growing species, replace with an evergreen shrub that has a medium to fast growth rate and meets year round opacity and size requirements • Plant away from parking lot to provide enough distance to allow for snow storage, bumper overhang, and protection from salt at mature size. • The landscape plan meets the required tree quantities. Site Measurement Code Required Proposed Street Frontage (LF) 837 Hudson Blvd N Required Street Frontage Trees (1 per 50 LF) 17 21 Development or Disturbed Area (Acres) 16 Required Development Trees (5 per Acre) 81 203 Interior Parking Lot Spaces (Commercial Lot) 114 Required Parking Lot Trees (1 per 15 Spaces) 8 8 Perimeter Parking Lot Frontage (Street) (LF) 250 East & south perimeter of commercial parking lot Final Plat and PUD Review – Ebertz (Drake Motor Partners & DQ) - Hudson Blvd– 05/02/2023 4 *Required Perimeter Lot Frontage Trees (1 per 50 LF) 5 *Already counted within Required Street Frontage Trees Screening Perimeter between Land Uses (LF) 1240 Required Perimeter Lot Frontage Trees (1 per 40 LF) 31 171 Required Mitigation Trees 76 220 Required Number of Trees 137 220 • The landscape plans meet the minimum composition of required trees: Master Plan Qty % Composition Deciduous Shade Trees 63 29% >25% required Coniferous Trees 157 71% >25% required Ornamental Trees 0 0% <15% required Tree Count 220 DQ SUBMITTAL: • A landscape plan has been submitted and does not meet all requirements. o Plant schedule should include: (a)(3) height and spread of each plant type at the time of planting and at the time of maturity o Irrigation requirement meet o Planting plan does not reflect City standard tree planting detail requirement for mulch ring. o Landscape frontage strip requirements:  8’ buffer strip dimension met  Front yard tree placement at parking should align with parking spot striping to avoid vehicle bumper conflicts.  Shrub species and spacing does not meet the (e)(1)(a) not less than 50 percent opaque on a year-round basis code requirement. • Shrub drip line location should be as close to easement line as is allowed to provide enough distance for snow storage, bumper overhang, and protection from salt at mature size. o (b)(2) Landscaped areas should be of adequate size to allow for healthy plant growth, to a typical mature size without impeding on roads, walks, trails, buildings or other areas needed for service access Final Plat and PUD Review – Ebertz (Drake Motor Partners & DQ) - Hudson Blvd– 05/02/2023 5 or public safety. Planting areas should provide adequate areas for plant maintenance. • The landscape plan does not meet the required tree quantities. Site Measurement Code Required Proposed Street Frontage (LF) 361 Hudson Blvd N Required Street Frontage Trees (1 per 50 LF) 8 8 Development or Disturbed Area (Acres) 0.93 Required Development Trees (5 per Acre) 5 3 Interior Parking Lot Spaces (Commercial Lot) n/a n/a Required Parking Lot Trees n/a n/a Perimeter Parking Lot Frontage (Street) (LF) 361 *Required Perimeter Lot Frontage Trees (1 per 50 LF) 8 *Already counted within Required Street Frontage Trees Screening Perimeter between Land Uses (LF) n/a Required Perimeter Lot Frontage Trees (1 per 40 LF) n/a n/a Required Mitigation Trees 0 0 Required Number of Trees 13 11 • The landscape plan does not meet the minimum composition of required trees: Master Plan Qty % Composition Deciduous Shade Trees 8 73% >25% required Coniferous Trees 0 0% >25% required Ornamental Trees 3 27% <15% required Tree Count 11 Final Plat and PUD Review – Ebertz (Drake Motor Partners & DQ) - Hudson Blvd– 05/02/2023 6 Recommendation: • Landscape and tree preservation plans are complete but do not meet all of the code requirements for compliance. • It is recommended that the landscape and tree preservation plans be approved with the condition that the above requirements are meet before the final plat is released for recording. Hoisington Koegler Group, Inc. Tim Solomonson, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (612) 802-0142 E: tim@hkgi.com Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 May 4, 2023 Sophia Jensen City Planner City of Lake Elmo 3800 Laverne Avenue North Lake Elmo, MN 55042 SUBJECT: MnDOT Review # P23-005A Drake Final Plat & PUD NW Quad I-94 and Keats Avenue North Lake Elmo, Washington County Dear Ms. Jensen: Thank you for the opportunity to review plat and associated plans for the Drake Final Plat & PUD development. MnDOT has reviewed the documents and has the following comments: MnDOT recommends that all sidewalks maintain a pedestrian access route of at least of at least four (4) feet and that pedestrian crossings meet ADA standards. ADA facility standards can be found at this link: https://www.dot.state.mn.us/ada/design.html . The existing sidewalk on the northside and proposed sidewalk on southside of the Hudson Blvd will attract customers walking and bicycling who will be competing with vehicle traffic. Curb ramps should be installed at both ends of the crosswalk. MnDOT suggests parking lot signage or a crossing for vehicles to watch for pedestrians crossing from the sidewalk into the building. MnDOT recommends the developer consider sloping the development’s driveway upward so that the sidewalk along Hudson can maintain the same level. Continued coordination with the City of Lake Elmo is also advisable to ensure that the sidewalk connection along Hudson is completed by the city to complement the development. For questions regarding these comments, contact Sara Dunlap, Metro Multimodal, at 651-234-7725 or sara.dunlap@state.mn.us. Water Resources: A drainage permit may be required. The applicant will need to demonstrate that there is no increase in discharge rates to the MnDOT (Right-Of-Way) ROW as part of the development for the 2, 10, and 100 year events. Submittal of stormwater calculations will be required. The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours. MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off-site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows. 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events. 4) Time of concentration calculations. 5) An electronic copy of any computer modeling used for the drainage computations. 6) See also the attached Drainage Permits Checklist for more information. The applicant will need to provide the actual drainage models and not just the summary printouts. Once a drainage permit application is submitted, a thorough review will be completed, and additional information may be requested. For questions regards these comments, contact Jason Swenson, Metro Water Resources, at jason.swenson@state.mn.us or 651-234-7539. Permits: In addition to the drainage permit mentioned above, a permit will be required for the trenching in the MnDOT ROW. Also, any other use of, or work within or affecting, MnDOT ROW will require a permit. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. Please direct questions regarding permit requirements to Buck Craig of MnDOT’s Metro Permits Section at Buck.Craig@state.mn.us or 651-234-7911. Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: 1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. PDF file(s) uploaded to MnDOT’s external shared internet workspace site at: https://mft.dot.state.mn.us. Contact MnDOT Planning development review staff at metrodevreviews.dot@state.mn.us for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. If you have any questions concerning this review, please contact me at (651) 234-7797. MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Sincerely, Cameron Muhic Senior Planner Copy sent via E-Mail: Buck Craig, Permits Lance Schowalter, Design Jason Swenson, Water Resources Kaare Festvog, Traffic Adam Josephson, Area Manager Ryan Coddington, Area Engineer Michael Lynch, Right-of-Way Casey Crisp, Surveys Sara Dunlap, Multimodal Michael Kowski, Maintenance Kimberly Zlimen, Transit Joseph Widing, Metropolitan Council CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 2023-011 AN ORDINANCE AMENDING CHAPTER 105 OF THE LAKE ELMO CITY CODE OF ORDINANCES BY REZONING ALL PROPERTY AT PID’s 34.029.21.44.0006 and 34.029.21.44.0004 FROM C (COMMERIAL) TO C-PUD (COMMERCIAL 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. To be platted as: Lot 1, Block 1 and Lots 1-3, Block 2, Ebertz Addition, according to the recorded plat thereof, County of Washington, State of Minnesota. SECTION 2. PUD District Regulations. Permitted uses and regulations acceptable to the PUD are hereby established as follows: 1. Land Use – Uses permitted, conditional, interim uses within this PUD shall be: All of the permitted, conditional, interim uses respectively within the C- Commercial zoning district; except the following shall be permitted: a. All the auto dealer uses as in the proposed plans b. Fast-food uses as in the proposed plans (DQ) c. Indoor recreation facility d. Daycare 2. Accessory Uses - Accessory uses shall be incidental to the principal uses of the property and as allowed in the C- Commercial zoning district. 3. Design and Performance 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 except that maximum building height shall be 30 feet and the total square footage of buildings on Lots 1-3, Block 2 not exceed 124,000 square feet unless a secondary access is approved by the City. The following deviations are granted as proposed: 1. Block 2 lots to have sole access from private driveway. 2. Lot 3, Block 2 to be created without street frontage. 3. Shared access is allowed between Lot 1, Block 1 and the adjacent commercial development. 4. 41-foot driveway width for combined Lots 1 & 2, Block 2. 5. A deviation to allow compatible, but not the same materials for trash enclosures. 6. Consider the longer front lot line of Lot 1 Block 1 the front (it’s a corner lot). 7. Required screening from residential to not have a 6-foot-tall fence along the westerly lot line of Lot 1 Block 2 in front of the retaining existing adjacent retaining wall. 8. Deviation to not meet the one tree per 50 feet of frontage along north side of Hudson Boulevard and parking lot screening due to existing utilities and overhead powerlines that will remain in the boulevard area and proposed sidewalk/trail. 9. Lighting to exceed 0.4-foot candles at the property line between Lots 1-2, Block 2 and on Lot 1, Block 1. 10. 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. 11. Deviations to design guidelines for Lot 1, Block1 including allowing more than 60% parking frontage on a public street and allow primary colors for exterior materials. 4. Comprehensive Sign Plan- A Comprehensive Sign Plan as approved by the Lake Elmo City Council with deviations is also incorporated into this PUD. 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 2023-011 was adopted on this 16th day of May, 2023, by a vote of ___ Ayes and ___ Nays. LAKE ELMO CITY COUNCIL _________________________________ Charles Cadenhead, Mayor ATTEST: _____________________________________ Julie Johnson, City Clerk This Ordinance 2023-011 was published on the ______ day of ________________, 2023 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA RESOLUTION NO. 2023-048 RESOLUTION AUTHORIZING PUBLICATION OF A SUMMARY OF ORDINANCE 2023-011 WHEREAS, the Lake Elmo City Council has adopted Ordinance No. 2023-011, an ordinance that amends the City’s Zoning Code Chapter 105 of the Lake Elmo City Code by rezoning all property at PID’s 34.029.21.44.0006 and 34.029.21.44.0004 from C (Commercial) To C-PUD (Commercial Planned Unit Development) WHEREAS, the ordinance is lengthy; and WHEREAS, Minnesota Statutes, section 412.191, subd. 4, allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the City Council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lake Elmo that the City Clerk shall cause the following summary of Ordinance No. 2023-011 to be published in the official newspaper in lieu of the entire ordinance: Public Notice The City Council of the City of Lake Elmo has adopted Ordinance No. 2023-011, an ordinance that amends the Zoning Ordinance Code by rezoning all property at rezoning all property at PID’s 34.029.21.44.0006 and 34.029.21.44.0004 from C (Commercial) To C-PUD (Commercial Planned Unit Development). This ordinance creates land use standards consistent with the requested Planned Unit Development for the Ebertz site by Drake Motor Partners for an automobile dealership and fast-food restaurant and two vacant lots which was approved by the Lake Elmo City Council on May 16, 2023. The full text of Ordinance 2023-011 is available for inspection at Lake Elmo City Offices during regular business hours. BE IT FURTHER RESOLVED by the City Council of the City of Lake Elmo that the City Administrator keep a copy of the ordinance at City Hall for public inspection and that a full copy of the ordinance be placed in a public location within the City. Dated: May 16, 2023 ___________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk (SEAL) CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2023-047 RESOLUTION APPROVING THE FINAL PLAT AND FINAL 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, the City of Lake Elmo has established a Comprehensive Plan that includes background data, policy statements, standards, and maps that help to guide the future physical, social, and economic development of the City; 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, through Resolution 2023-023, the City of Lake Elmo approved a Preliminary Plat and PUD, for a four-lot subdivision with one lot proposed as an auto dealership, one lot as a fast food restaurant, and two vacant lots; and WHEREAS, the Applicant, Jon Hauser, Drake Motor Partners LE LLC, has requested a Final Plat and PUD with the plans submitted to the City on April 14, 2023, along with subsequent revisions; and WHEREAS, the applications for Final Plat and PUD were not found by the city to be complete until May 2, 2023; and WHEREAS, notice was published, mailed and posted pursuant to the Lake Elmo Zoning Ordinance, Section 105.12.250; and WHEREAS, the Lake Elmo City Council held a public hearing on May 16th, 2023 and heard from those interested; WHEREAS, the Lake Elmo City Council reviewed the Final Plat and PUD requests as its meeting held on May 16, 2023 and voted to approve the item with the following findings of fact: 1. That the final plat and Final PUD Plan is consistent with the preliminary plat and Preliminary PUD Plan approval. 2. That the Final PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 3. That the Final PUD Plan complies with the general intent of the C- Commercial zoning district with PUD modifications. 4. That the Final PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 5. That the final plat generally complies with the City’s Subdivision regulations. 6. That the final plat generally complies with the City’s design standards. 7. That the final plat generally complies with the City’s Zoning Code with the exceptions provided for in the PUD. 8. That the final plat and PUD Plan must be revised to address the comments noted in the City Engineer’s memorandum. 9. That the final PUD Plan must be revised to be consistent with City’s landscape plan and tree replacement standards pursuant to the Landscape Architects memo. 10. That the final plat and PUD Plan must be revised to address the comments noted in the Fire Department memo. 11. That the final PUD Plan meets the minimum requirements for a PUD. 12. That the final 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 significant site specific plantings proposed to buffer the adjacent residential uses and to the most reasonable extent possible, existing trees are being preserved within the buffer area. 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. 13. That the site will be served by public utilities, not have a detrimental impact on traffic, supply adequate off-street parking. 14. That the proposed land uses will be compatible both in terms of internal site plans, and with regard to adjacent land uses. 15. That the site complies with wetland, stormwater management requirements. 16. That the use will maintain standards of architectural design and building quality consistent with the uniform building code and all other applicable city codes, 17. That the proposed use will not create fiscal problems for the city or adversely impact the health, safety, or welfare of the city. 18. That the applicant has proposed significant mitigating efforts to buffer the proposed commercial uses on Block 2 form the adjacent residential uses including no wall signs facing north or west, additional landscaping, and higher quality fencing materials. 19. That the proposed uses will bring commerce and employment to the city. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve Jon Hauser, Drake Motor Partners LE LLC Final Plat, and PUD requests subject to the following conditions: 1. The Final Plat/Final PUD approval is conditioned upon the applicant meeting all City standards and design requirements unless specifically addressed otherwise in these conditions. 2. Prior to the City releasing the final plat, the applicant shall address all comments in the City Engineer's memo dated May 9, 2023, to the satisfaction of the City Engineer. 3. Prior to the City releasing the final plat the applicant shall revise the landscape plan and tree preservation plan in accordance with the City Landscape Architect's memo dated May 2, 2023 to the satisfaction of the City Landscape Architect. 4. Prior to the City releasing the final plat, the applicant shall demonstrate compliance with the items listed in the April 17, 2023, memo from the Fire Department to the satisfaction of the Fire Chief. 5. 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. 6. 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. 7. The applicant shall verify compliance with Minnesota Department of Transportation (MnDOT) comments (dated May 4, 2023) and permitting, and that the applicant provide the City evidence that all conditions attached to a MnDOT permit will be met before the starting any grading activity on the site. 8. 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. 9. A wetland permit is required for the proposed wetland filling. Required wetland mitigation shall be provided for at the time of permit. 10. 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. 11. Park dedication in the amount of $102,360.00 shall be paid prior to paid prior to recording of the final plat. 12. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 13. A landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 14. The finalization, adoption, and publication of an overlay district ordinance shall occur before the recording of the final plat. 15. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer's 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. 16. The Developer shall pay all outstanding taxes and assessments at the time of recording the final plat. 17. The Developer shall provide the City with a copy of final title insurance policy at the time of recording the final plat. 18. The future owner of Lot 1, Block 1 (the DQ) shall enter into a Site Work Agreement prior to any permit being issued for said lot. This will require separate securities for code compliance. 19. For Lot 1,Block 1, the drive aisle widths shall be modified to meet City Code minimum requirements prior to issuance of a permit. 20. 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. 21. 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. 22. The land exchange for the 50-foot-tall ground sign shall be completed prior to issuance of said sign permit. If the land exchange is technically not feasible, then the developer may grant the city an easement and the city may grant the developer an Encroachment Agreement to achieve the same purpose. 23. Approval of the final plat expires if not recorded within 180 days of the approval date. Extensions may be granted per City Code 103.00.100(b)(7). Passed and duly adopted this16th day of May, 2023 by the Lake Elmo Minnesota City Council. ____________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk 1 LA515-110-862818.v1 CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2023-046 A RESOLUTION APPROVING THE DEVELOPMENT AGREEMENT FOR EBERTZ ADDITION WHEREAS, the City of Lake Elmo (the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Drake Motor Partners LE LLC, a Colorado limited liability company (the “Applicant”) previously submitted an application to the City for a final plat and final PUD plan for Ebertz Addition; and WHEREAS, the Lake Elmo City Council adopted Resolution No. 2023-047 on May 16, 2023 approving the final plat and final PUD plan for EBERTZ Addition; and WHEREAS, the conditions of approval of the final plat and final PUD plan in the Resolution No 2023-047 included a requirement that the Applicant enter into a development agreement acceptable to the City Attorney and approved by the City Council that delineates who is responsible for the design, construction, and payment of the required improvements with financial guarantees therefore; and NOW, THEREFORE, the City Council of the City of Lake Elmo hereby: 1. Approves the Development Agreement for EBERTZ Addition and authorizes the Mayor and City Clerk to execute it. The City Attorney is authorized to insert a list of the plan documents approved by the City Engineer in Exhibit B and insert the cost estimates for securities as approved by the City Engineer in Exhibit C of the Development Agreement. Passed and duly adopted this 16th day of May, 2023 by the City Council of the City of Lake Elmo, Minnesota. __________________________________ Charles Cadenhead, Mayor ATTEST: ________________________________ Julie Johnson, City Clerk 1 LA515-115-865354.v5 (reserved for recording information) DEVELOPMENT AGREEMENT EBERTZ Addition THIS DEVELOPMENT AGREEMENT is dated ______________, 2023, by and between the CITY OF LAKE ELMO, a Minnesota municipal corporation (the “City”) and DRAKE MOTOR PARTNERS LE LLC, a Colorado limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for EBERTZ Addition (referred to in this Agreement as the “Subdivision”). The property being platted is situated in the County of Washington, State of Minnesota, and is legally described on Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Subdivision on the condition that the Developer enter into this Agreement, furnish the security required by it, and record the plat with the County Recorder or the Registrar of Titles within 180 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. This Agreement is intended to regulate the development of the Subdivision property and the construction therein of certain public and private improvements. Unless separate written approval has been given by the City for a grading permit or other 2 LA515-115-865354.v5 approvals within the plat or land to be platted, the Developer may not construct public or private Subdivision Improvements or any buildings on the Subdivision Property until all the following conditions precedent have been satisfied: A. the Developer has executed and recorded with Washington County all drainage and utility easements required for the Subdivision by the City Engineer and Public Works Director in the City’s standard form or the easements have been dedicated to the City in the plat; B. this Agreement has been executed by the Developer and the City; C. the required Security (as hereinafter defined) have been received by the City from or on behalf of the Developer; D. final construction plans and specifications and final landscape plans have been submitted by the Developer and approved by the City Engineer, Fire Chief, and the City’s Landscape Architect; E. the Developer has paid the City for all of its legal, engineering, and administrative expenses incurred by the City regarding the City approvals and has given the City the additional City Engineering Administrative Escrow required by this Agreement; F. the Developer has paid any outstanding assessments and taxes for the Subdivision property; G. the Developer has fulfilled any park dedication requirements as specified under this Agreement; H. the Developer has received all necessary permits from the MPCA, MDH, DNR, MNDOT, applicable watershed, Washington County, and any other agency having jurisdiction over the Subdivision; I. the Developer has provided the City with a certificate of insurance required by this 3 LA515-115-865354.v5 Agreement; J. the Developer, the Developer’s engineer, and the Developer’s contractor(s) have initiated and attended a preconstruction meeting with the City Engineer, and City staff; K. the final plat has been recorded with Washington County; L. a title insurance policy has been issued in the amount of $100,000 in favor of the City insuring the City’s interests as they appear on the plat; M. the Developer has executed a stormwater maintenance and easement agreement in the City’s standard form; N. the City has issued a written notice that all above conditions have been satisfied and that the Developer may proceed. 4. CHANGES IN OFFICIAL CONTROLS. For five years from the date of this Agreement, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout, or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any changes to the City's Comprehensive Plan, official controls, platting, or dedication requirements enacted after the date of this Agreement. 5. DEVELOPMENT PLANS. The Developer agrees to develop the Subdivision in accordance with the City approvals, including the terms and conditions of approval of the final plat as detailed in City Council Resolution No. 2023-047, to construct all improvements in accordance with the approved construction plans and specifications (collectively, the “Plans”) prepared by a professional engineer licensed in the State of Minnesota at its sole expense. All terms and conditions of the City approvals are hereby incorporated by reference into this Agreement. The documents which constitute the Plans are those on file with and approved by the City and are listed on Exhibit B attached hereto. The Plans may not be modified by the Developer without 4 LA515-115-865354.v5 the prior written approval of the City. 6. IMPROVEMENTS. In developing the Subdivision in accordance with the Plans, the Developer shall make or install at its sole expense, the following public and private improvements (collectively, the “Subdivision Improvements”): A. Grading and erosion control; B. Sanitary sewer; C. Water system improvements; D. Stormwater improvements (storm sewer pipe, control structures, ponds, BMPs, etc.) E. Hudson Boulevard street and storm sewer improvements; F. Trails and sidewalks; G. Underground private utilities; H. Landscaping and screening; I. Street lighting and signage; J. Tree preservation and reforestation; K. Monuments required by Minnesota Statutes. All improvements shall be installed in accordance with the approved Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer's engineer will be able to certify that the construction work meets the approved Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors or a soil engineer inspect the Developer’s work on a full or part-time basis. The Developer's engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. 5 LA515-115-865354.v5 7. CITY ADMINISTRATION AND CONSTRUCTION OBSERVATION. At the time of the City’s approval of the final plat for the Subdivision, the Developer shall submit to the City an amount to be escrowed by the City for City administration and construction observation costs in an amount provided under paragraph 31 of this Agreement - Summary of Cash Requirements. Thereafter, the Developer shall reimburse the City each month, within 30 days of receiving an invoice, following submission of an invoice to the Developer, for all administration and construction observation costs incurred by the City during the construction of the Subdivision Improvements by the City’s engineering, public works, planning, and landscape architecture staff and consultants. After 30 days of the invoice, the City may draw upon the escrow and stop work on the site until the escrow has been replenished in its full amount. City administration and oversight will include monitoring of construction progress and construction observation, consultation with the Developer and the Developer’s professionals on status or problems regarding the project, coordination for testing, final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in the Security. Construction observation shall include, at the discretion of the City, part- or full-time inspection of proposed public utilities and street construction. The City will bill for the services on an hourly basis. The direction and review provided by the City through the inspection of the Subdivision Improvements should not be considered a substitute for the Developer-required management of the construction of the Subdivision Improvements. The Developer must require the Developer’s contractor(s) to furnish the City with a schedule of proposed operations at least five days prior to the commencement of construction for each type of Subdivision Improvement. The City shall inspect all Developer-installed Subdivision Improvements during and after construction for compliance with the Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards. The Developer will notify the City at such times during construction as the City requires for inspection 6 LA515-115-865354.v5 purposes based on a schedule established for this purpose. Such inspection is pursuant to the City’s governmental authority, and no agency or joint venture relationship between the City and the Developer is thereby created. 8. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25 percent ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the Subdivision Improvements identified in paragraph 6 above. 9. TIME OF PERFORMANCE. Subject to unavoidable delays including adverse weather conditions, the Developer shall install all required Subdivision Improvements by October 31, 2024. The Developer may, however, request an extension of time from the City, and the City agrees to grant a reasonable extension for delays. Such extension will not be the basis for placing the Developer in default based on the schedule of improvements. If the City grants the time extension, it shall be conditioned upon updating the Security or escrow posted by the Developer to reflect cost increases, if any, and amending this Agreement to reflect the extended completion date. 10. MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all maintenance of the Subdivision Improvements until the Subdivision Improvements are accepted by the City in writing. The Developer and its contractors must adhere to the City’s weight restrictions for all streets both inside and outside of the Subdivision, regardless of whether said streets are included in the City’s map of streets with weight restrictions and regardless of whether said streets are fully constructed. The Developer also is responsible to perform Gopher State One utility locates for all underground utilities until the Subdivision Improvements are accepted in writing by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when 7 LA515-115-865354.v5 streets become impassable, such streets shall be barricaded and closed by the Developer. The Developer and its contractors working on building or site improvements internal to the site must keep Hudson Boulevard North open to traffic at all times unless a right-of-way obstruction permit is obtained from the City. The Developer shall be responsible for keeping streets within and outside of the Subdivision clean and clear of dirt and debris that may spill, track, or wash onto the street from the Developer’s operations. The Developer shall contract for street cleaning for streets within and immediately adjacent to the Subdivision until the Subdivision Improvements have been accepted by the City. At a minimum, scraping and sweeping shall take place on a weekly basis and on a daily basis during heavy tracking days. 11. LICENSE. The Developer hereby grants the City, its agents, employees, officials, and contractors a license to enter the Subdivision to perform all work and inspections deemed appropriate by the City in conjunction with the development of the Subdivision and this Agreement. 12. CONSTRUCTION ACCESS AND PARKING. Construction traffic access and egress for all building construction and internal site work is restricted to access via Hudson Boulevard North at the existing and approved new driveway locations and designated rock construction entrances along Hudson Boulevard North per the approved erosion control plans. No construction traffic is permitted on other adjacent streets or at any other location along Hudson Boulevard North. The Developer must maintain adequate access for emergency vehicles that is acceptable to the City in its sole discretion at all times during construction. All construction parking and staging, including the loading and unloading of equipment and supplies during the construction of the building construction and internal site work must be completed interior to the project site and is not allowed to occur on a public street or within any public right-of-way, including, but not limited to Hudson Boulevard. The Developer and contractors shall be responsible for the repair and restoration of any damage to the street, curb, 8 LA515-115-865354.v5 trail, sidewalk, and boulevard caused by the construction activities. Such work shall meet all City standards and specifications. 13. CONSTRUCTION SEQUENCE AND COMPLIANCE. The City will require the Developer to construct the Subdivision Improvements in a sequence that will allow progress and compliance points to be measured and evaluated. The Developer and the Developer’s representatives are required to supervise and coordinate all construction activities for all Subdivision Improvements and must notify the City in writing stating when the work is ready for the inspection at each of the measurable points defined in the following paragraphs. The Developer may utilize temporary stormwater treatment methods for the Subdivision until the stormwater basins on the site are constructed by the Developer within the Subdivision. If the City Engineer determines that the Developer’s temporary treatment of stormwater for the Subdivision is not being managed properly by the Developer, then the City may issue a stop work order. 14. EROSION CONTROL. All construction regarding the Subdivision Improvements shall be completed in a manner designed to control erosion and in compliance with the City Code, the City’s Engineering Design and Construction Standards Manual, all watershed district permits, the Minnesota Pollution Control Agency’s best management practices, and other requirements including the City’s permit with the Minnesota Pollution Control Agency for the municipal separate storm sewer system program. Before initiating any work on the site, the Developer must implement an erosion control plan and have the City inspect and approve the erosion control measures. The Developer shall coordinate and install erosion and sediment control measures with the various stages of development. The City may impose additional erosion control requirements at any stage in development as deemed necessary to maintain a compliant site. The Developer shall promptly reseed all areas disturbed for Subdivision Improvements after the work in the area is complete unless construction of the next stage of the Subdivision Improvements will begin in that area within seven days. The parties recognize that time is of the essence in controlling erosion. 9 LA515-115-865354.v5 If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within 10 days, the City may draw on the Security to pay any costs. The City will not allow any development or site work, utility, or street construction and the City will not issue any building permits unless the Subdivision is in full compliance with the approved erosion control plan. 15. SITE GRADING. In order to construct the Subdivision Improvements and otherwise prepare the site for development, it will be necessary for the Developer to grade the Subdivision property. All grading must be done in compliance with this Agreement and the grading plans on file with the City. Within 30 days after completion of the grading, the Developer shall provide the City with an “as built” grading plan and a certification by a registered land surveyor or engineer as required in the City’s Engineering Design and Construction Standards Manual. The City will not accept the site grading or release the related security until the grading as-built plans have been received and documents that all construction tolerances have been achieved. 16. STREET AND UTILITY IMPROVEMENTS. All storm sewers, sanitary sewers, watermain, and streets, including any turn lane or intersection improvements, shall be installed in accordance with the approved Plans, the City approvals, the City Code, and the City’s Engineering Design and Construction Standards Manual. Curb and gutter, the first lift of the bituminous streets, trails, boulevards graded, street signs installed, and all restoration work on the site shall be completed in accordance with the approved Plans. Once the work is completed, the Developer or the Developer’s representative shall submit a written request to the City asking for an inspection of the initial improvements. The City will then schedule a walk- through to create 10 LA515-115-865354.v5 a punch list of outstanding items to be completed. Upon receipt of the written punch list provided by the City, the punch list items must be completed by the Developer and the City notified to re- inspect the improvements. Before the placement of the final bituminous wear course, the Developer shall repair or replace all broken or failing curbs, trails and damaged or settled streets as determined by the City from a pre-wear course walk through inspection. 17. LANDSCAPING AND TREE REPLACEMENT IMPROVEMENTS. A. The Developer agrees to install or cause to be installed landscaping in accordance with the approved Plans, the City approvals, the City Code, the City’s Engineering Design and Construction Standards Manual, and the City’s Landscape and Irrigation Standards. All landscaping materials such as trees, shrubs, grasses, or other vegetation installed by the Developer must be warrantied and maintained for a period of two years. The two-year warranty period shall be deemed to start once all required landscaping identified as responsibility of the Developer in the approved Plans has received acceptance by the City. The Developer agrees to have the installer complete an inspection 30 days prior to the end of the two-year warranty period and provide the City with a written report identifying the condition of all landscaping. In the event any landscaping installed by the Developer is deemed to be in poor condition or dead, the Developer is to replace the landscaping with like kind materials or as otherwise approved by the City. B. The Developer shall be responsible for maintaining regular watering, fertilizing, and over-seeding necessary to establish final lawns and yards as identified in the approved Plans for outlots, public rights-of-way, and any disturbed areas outside the Subdivision boundaries according to a landscape maintenance plan approved by the City. The Developer agrees to achieve “substantial performance” on all seeded or sodded lawns and yards disturbed during the construction of Subdivision Improvements. For the purpose of this Agreement “substantial performance” shall 11 LA515-115-865354.v5 be defined for areas seeded or sodded with a turf or lawn mix as “square foot turf areas with an average blade height of three inches free of eroded, bare, or dead spots and free from perennial weeds or unwanted grasses with no visible surface soil.” For areas seeded with a native grass or flower mix “substantial performance” shall be defined as “square foot native grass or flower areas with an average height of eight inches free of eroded, bare, or dead spots and no visible surface soil.” 18. SIGNAGE, STREET LIGHTING AND OTHER UTILITIES. The Developer agrees to install street signs, traffic and parking signs, and pavement markings within the Subdivision all in accordance with the approved Plans and the City Engineering Design Standards Manual. Street and traffic sign details shall be submitted by the Developer to the City for approval before their installation. In addition, the Developer shall be responsible for the cost and all coordination work to extend private utilities along with street lighting within the Subdivision all in accordance with the approved plans and right-of-way permits. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement, the Subdivision Improvements lying within public easements shall become City property. Prior to acceptance of the public Subdivision Improvements by the City, the Developer must furnish the City with a complete set of reproducible "record" plans and an electronic file of the "record" plans in accordance with the City’s Engineering Design and Construction Standards Manual together with the following affidavits: - Developer/Developer Engineer’s Certificate - Land Surveyor’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. All necessary forms will be furnished by the City. Upon receipt of “record plans” and affidavits, and upon review and verification by the City Engineer that the public Subdivision Improvements have been completed in accordance with the terms of this Agreement, the City Engineer will accept the completed public Subdivision Improvements. 12 LA515-115-865354.v5 20. PARK DEDICATION. The Developer shall pay a cash contribution of $102,360 in satisfaction of the City's park dedication requirements. The City requires a cash contribution in lieu of dedication of land in the amount of $6,000 per acre. The amount of the cash contribution was calculated as follows: 17.06 acres x $6.000 = $102,360. The park dedication fee shall be paid by the Developer before the final plat is released to the Developer for recording. 21. SANITARY SEWER AND WATER UTILITY AVAILABILITY CHARGES (SAC AND WAC). The Developer shall be responsible for the payment of all sewer availability charges (SAC) and all water availability charges (WAC) with respect to the Subdivision Improvements required by the City and any state or metropolitan government agency. The sewer availability charge (SAC) in the amount of $3,000.00 per Residential Equivalent Charge (“REC”) shall be paid by the Developer or the Developer’s contractor on behalf of the Developer to the City at the time the City issues a building permit for each building with the development. The water availability charge (WAC) in the amount of $3,000.00 per REC shall be paid by the Developer or the Developer’s contractor on behalf of the Developer at the time the City issues a building permit for each building within the development. In addition, a sewer connection charge in the amount of $1,000.00 per REC, a Metropolitan Council sewer availability charge in the amount of $2,485.00 per REC, and a water connection charge in the amount of $1,000.00 per REC will be payable by the Developer and collected by the City at the time the City issues a building permit for each building with the development. 22. WETLAND MITIGATION. The Developer shall complete wetland mitigation/restoration in accordance with the approved Plans and in accordance with any applicable Watershed or agency permits. If the mitigation work is found to be incomplete or restoration is unsuccessful, the City may draw down the Security at any time during the warranty period to perform the work 13 LA515-115-865354.v5 if the Developer fails to take corrective measures after being provided reasonable notice by the City. 23. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. The City will issue building permits for all buildings within the entire Subdivision provided that the final plat has been recorded with Washington County. B. The City will issue a certificate of occupancy for the building that is to be constructed on Lot 1, Block 1 (fast-food restaurant) provided that all Subdivision Improvements have been installed by the Developer and have been accepted by the City. The City will not accept any Subdivision Improvements until as-built record drawings for the applicable Phase are submitted for review and are approved by the City verifying that the Subdivision Improvements within such Phase have been installed in accordance with the approved Plans. C. The City will issue a certificate of occupancy for the building that is to be constructed on Lot 1, Block 2 (automobile dealer) provided that all Subdivisions Improvements have been installed by the Developer and are accepted by the City. The City will not accept any Subdivision Improvements until as-built record drawings for the applicable Phase are submitted for review and are approved by the City verifying that the Subdivision Improvements within such Phase have been installed in accordance with the approved Plans. D. No building permit shall be issued for Lot 2 and Lot 3, Block 2 until such time that all Subdivision Improvements have been installed by the Developer and have been accepted by the City. E. Breach of the terms of this Agreement by the Developer beyond any applicable notice and cure periods including nonpayment of billings from the City, shall be grounds for denial of building permits, certificates of occupancy, and withholding of 14 LA515-115-865354.v5 other permits, inspections, or actions and the halting of all work in the Subdivision. F. If the City issues building permits before the acceptance of the Subdivision Improvements by the City, the Developer assumes all liability and costs resulting in delays in completion of the Subdivision Improvements and damage to the Subdivision Improvements caused by the City, the Developer, the Developer’s contractors, subcontractors, materialmen, employees, agents, or any third parties. 24. RESPONSIBILITY FOR COSTS. A. In the event that the City receives claims from labor, materialmen, or others alleging that work required by this Agreement has been performed and the amounts due to them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the Security in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the funds deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Agreement. B. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Subdivision, including but not limited to legal, planning, engineering, and inspection expenses incurred in connection with the City’s approval and acceptance of the plat and the Subdivision, the preparation of this Agreement, the City’s review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Subdivision. All amounts incurred 15 LA515-115-865354.v5 and due to the City at the time of the recording of the final plat must be fully paid by the Developer prior to the City executing and releasing the final plat for recording. C. The Developer shall hold the City and its officials, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from the City’s approval of the plat and the development of the Subdivision unless caused by the negligence, action, or inaction of the City. The Developer shall indemnify and defend the City and its officials, employees, and agents for all costs, damages, or expenses that the City may pay or incur in consequence of such claims, including attorneys' fees. D. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including reasonable engineering and attorneys' fees. E. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Agreement. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire Subdivision, or any portion of it. F. The Developer shall pay in full all bills submitted to it by the City through the established escrow for obligations incurred under this Agreement within 30 days after receipt. Bills not paid by the Developer within 30 days shall be assessed a late fee per the City adopted fee schedule. Upon request, the City will provide copies of detailed invoices of the work performed by the City and its consultants. 25. SPECIAL PROVISIONS. The following special provisions shall apply to the Subdivision and include the Conditions of Approval of the Final Plat and Final PUD Plans that are contained in City Council Resolution No. 2023-047: 16 LA515-115-865354.v5 A. That publication of the PUD ordinance shall be required before the recording of the approved final plat. B. All storm water facilities internal to the Subdivision shall be privately owned and maintained. A storm water maintenance and easement agreement in the City’s standard form must be executed by the Developer and recorded with the final plat. C. If applicable, the Developer shall provide the City with a copy of written permission from adjacent property owners for any off-site grading work or storm sewer discharges to adjacent properties before starting any work on the Property. D. Before the installation or construction of any signs within the Subdivision, the Developer shall submit sign plans to the City for review and obtain sign permits from the City. E. A landscape maintenance agreement and landscape and irrigation license in the City’s standard form must be executed by the Developer and recorded with the final plat. F. Prior to the issuance of a sign permit for the 50-foot tall ground sign to be located on Lot 1 Block 1 of the Subdivision, the City and the Developer shall complete a land exchange whereby the Developer conveys the property shown on the attached Exhibit D to the City and the City conveys the property shown on the attached Exhibit D to the Developer. The terms of said land exchange shall be set forth in a separate land exchange agreement to be entered into between the City and the Developer. If the land exchange is technically unfeasible, then the Developer may grant the City an easement and the City may grant the Developer an encroachment agreement for same said land. 26. MISCELLANEOUS. A. The Developer may not assign this Agreement without the written permission of the City Council. The Developer's obligations hereunder shall continue in full force and 17 LA515-115-865354.v5 effect even if the Developer sells the Subdivision or any portion of it. B. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a professional engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved Plans. All retaining walls identified on the Plans or by special conditions referred to in this Agreement shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. The Developer shall take out and maintain or cause to be taken out and maintained until six months after the City has accepted the public Subdivision Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,500,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,500,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate of insurance evidencing coverage prior to the City signing this Agreement. The certificate shall provide that the City must be given 30 days’ advance written notice of the cancellation of the insurance. D. Third parties shall have no recourse against the City under this Agreement. E. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity 18 LA515-115-865354.v5 of the remaining portions of this Agreement. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land and may be recorded against the title to the Subdivision property at the Developer’s expense. The Developer covenants with the City, its successors and assigns, that it is the fee owner of the Subdivision and has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subdivision property, including, but not limited to, mortgagees; that there are no unrecorded interests in the Subdivision property being final platted; and the Developer will indemnify, defend, and hold the City harmless for any breach of the foregoing covenant. Notwithstanding the foregoing, following Developer’s completion of the requirements under this Agreement, at the Developer’s written request, the City will execute and deliver to the Developer a release of this Agreement, in recordable form. H. Each right, power, or remedy herein conferred upon the City is cumulative and in addition to every other right, power, or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power, and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power, or remedy. I. The Developer represents to the City that the Subdivision and the Subdivision Improvements comply or will comply with all City, County, metropolitan, state, and 19 LA515-115-865354.v5 federal laws and regulations, including but not limited to subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Subdivision is not in compliance, the City may, at its option following written notice and a reasonable opportunity to cure, refuse to allow construction work on the Subdivision until it is brought into compliance. “Reasonable” shall be defined for these purposes as the City’s estimate as to the amount of time it would take the Developer to bring the Subdivision into compliance. Upon the City’s demand, the Developer shall cease work until there is compliance. 27. EVENTS OF DEFAULT. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: A. Subject to unavoidable delays, and following written notice and an opportunity to cure, failure by the Developer to commence and complete construction of the Subdivision Improvements pursuant to the terms, conditions, and limitations of this Agreement. B. Failure by the Developer, following written notice and an opportunity to cure, to substantially observe or perform any material covenant, condition, obligation, or agreement on its part to be observed or performed under this Agreement. 28. REMEDIES ON DEFAULT. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: A. The City may suspend its performance under the Agreement until it receives assurances from the Developer, deemed adequate by the City that the Developer will cure its default and continue its performance under the Agreement. Suspension of performance includes the right of the City to withhold permits, including, but not 20 LA515-115-865354.v5 limited to, building permits and certificates of occupancy. B. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from the Developer, or immediately draw on the Security, as set forth in this Agreement. 29. ENFORCEMENT BY CITY; DAMAGES. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. In the event of a default by the Developer as to construction or repair of any of the Subdivision Improvements or any other work or undertaking required by this Agreement, the City may, at its option and following written notice and an opportunity to cure, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek an order from any court for permission to enter the Subdivision for such purposes. If the City does such work, the City may, in addition to its other remedies, levy special assessments against the land within the Subdivision to recover the costs thereof. For this purpose, the Developer, for itself and its successors and assigns, expressly waives any and all procedural and substantive objections to the special assessments, including, but not limited to, hearing requirements, and any claim that the assessments exceed the benefit to the land so assessed. The Developer, for itself and its successors and assigns, also waives any appeal rights otherwise available pursuant to Minnesota Statutes Section 429.081. The Developer also acknowledges that its failure to perform any or all of the Developer’s obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, 21 LA515-115-865354.v5 the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. 30. WARRANTY. During the warranty period, the Developer warrants that all Subdivision Improvements will be free from defects and that they will continue to meet all technical specifications and standards. During the warranty period, the Developer agrees to repair or replace any Subdivision Improvement, or any portion or element thereof, which shows signs of failure, normal wear and tear excepted. If the Developer fails to repair or replace a defective Subdivision Improvement during the warranty period, the City may repair or replace the defective portion and may draw upon the Security to reimburse itself for such costs. The Developer agrees to reimburse the City fully for the cost of all Subdivision Improvement repair or replacement if the cost thereof exceeds the remaining amount of the Security. Such reimbursement must be made within 45 days of the date upon which the City notifies the Developer of the cost due under this paragraph. The Developer hereby agrees to permit the City to specially assess any unreimbursed costs against the Subdivision if the Developer fails to make required payments to the City. The Developer, on behalf of itself and its successors and assigns, acknowledges the benefit to the Subdivision of the repair or replacement of the Subdivision Improvements and hereby consents to such assessment and waives the right to a hearing or notice of hearing or any appeal thereon under Minnesota Statutes, Chapter 429. A. The required warranty period for all work relating to the public sewer and water shall be two years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to public street construction, including the improvements and turn lanes on Hudson Boulevard North, the concrete curb and gutter, trails and sidewalks, materials and equipment shall be one year from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is two years from the date of final written City acceptance of the installation. 22 LA515-115-865354.v5 31. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, payment of special assessments, payment of the costs of all public Subdivision Improvements, and construction of all public Subdivision Improvements, the Developer shall furnish the City with an irrevocable letter of credit or cash escrow or a combination of a cash escrow and a letter of credit (the “Security") in the amount of $XXXXXX. The bank originating the letter of credit shall be determined by the City to be solvent and creditworthy. The letter of credit shall substantially be in the form attached to this Agreement and must be approved by the City. The amount of the Security was calculated as itemized on Exhibit C. If at any time the City reasonably determines that the bank issuing the letter of credit no longer satisfies the City’s requirements regarding solvency and creditworthiness, the City shall notify the Developer and the Developer shall provide to the City within 45 days a substitute for the letter of credit from another bank meeting the City’s requirements. If the Developer fails to provide the City within 45 days with a substitute letter of credit from an issuing bank satisfactory to the City, the City may draw under the existing letter of credit. This breakdown is for historical reference; it is not a restriction on the use of the Security. The City may draw upon the Security, without notice, for any violation of the terms of this Agreement or if the Security is allowed to lapse prior to the end of the required term. If the required Subdivision Improvements are not completed at least 30 days prior to the expiration of the Security, the City may also draw upon it. If the Security is drawn upon, the proceeds shall be used by the City to cure the default. 32. REDUCTION OF SECURITY. Upon written request by the Developer and upon receipt of proof satisfactory to the City Engineer that work has been completed in accordance with the approved Plans and the terms of this Agreement and that all financial obligations to the City have been satisfied, the City Engineer may approve reductions in the Security in the following instances: 23 LA515-115-865354.v5 A. Upon completion of grading operations, including temporary site restoration. The Developer must submit an as-built grading survey to the City that at a minimum establishes the as-built grades at all lot corners and downstream drainage conveyance systems and storm water ponds. Upon inspection of the site and approval of the as-built survey by the City, 100 percent, or $XXXXXX of the Security associated with grading may be released. This Security reduction does not include amounts related to erosion and sedimentation control. B. Up to 75 percent of the Security associated with the itemization on Exhibit C may be released upon completion of the following key milestones of the project as determined by the City Engineer: 1. Construction Categories 2 and 3: The amount of $XXXXXX may be released when all sanitary sewer and watermain utilities have been installed, all testing and televising has been successfully completed, sanitary sewer as-built inverts have been verified, and the utilities are considered ready for use by the City Engineer. 2. Construction Categories 4 and 5: The amount of $XXXXXX may be released when all streets, sidewalks, trails, and storm sewer have been installed and tested, and have been found to be complete to the satisfaction of the City Engineer including all corrective work for any identified punch list items and including verification of storm sewer as-built inverts, but not including the final wear course. 3. Construction Categories 6-10 and 14-17: The amount of $XXXXXX may be released when all remaining Developer’s obligations under this Agreement have been completed including: (1) bituminous wear course; (2) street lighting and private utilities; (3) bio retention facilities; (4) iron monuments for lot corners have been installed; (5) all financial obligations to the City 24 LA515-115-865354.v5 satisfied; (6) the required "record" plans in the form of the City standards have been received and approved by the City; and (7) the public Subdivision Improvements are accepted by the City Engineer and the City Council. C. Twenty-five percent of the original Security amount, excluding grading and landscaping improvements shall be retained until: (1) all Subdivision Improvements have been fully completed and accepted by the City, including all corrective work and warranty punch list items; (2) all financial obligations to the City have been satisfied; and (3) the warranty period has expired. D. Twenty-five percent of the original Security amount associated with Landscaping Improvements shall be retained by the City until: (1) all Landscaping Improvements have been fully completed and accepted by the City, including all corrective work and warranty punch list items being completed by the Developer; (2) all financial obligations to the City have been satisfied; and (3) the warranty period has expired. 33. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Agreement which must be paid to the City prior to the execution of this Agreement by the City: Park Dedication: $102,360 City Engineering Administration Escrow: $50,000 TOTAL CASH REQUIREMENTS: $152,360 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents or mailed to the Developer by certified mail at the following addresses: Drake Motor Partners LE, LLC, 496 S. Broadway, Denver, CO 80209 Attn: Jon Hauser (hauser@drakeres.com). Notices also may be delivered to the Developer via email to the above email addresses, provided that a hard copy of the notice is also delivered by 25 LA515-115-865354.v5 certified mail or hand delivery. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator or mailed to the City by certified mail in care of the City Administrator Kristina Handt (khandt@lakeelmo.org) at the following address: Lake Elmo City Hall, 3800 Laverne Avenue N, Lake Elmo, Minnesota 55042. Notices may also be delivered to the City via email to the above email address, provided that a hard copy of the notice is also delivered by certified mail or hand delivery. 35. EVIDENCE OF TITLE. The Developer shall furnish the City with evidence of fee ownership of the Subdivision property being platted by way of a title insurance policy dated not earlier than 30 days prior to the execution of the plat. 36. COMPLIANCE WITH LAWS. The Developer agrees to comply with all laws, ordinances, regulations, and directives of the state of Minnesota and the City applicable to the Subdivision property. This Agreement shall be construed according to the laws of the state of Minnesota. 37. SEVERABILITY. In the event that any provision of this Agreement shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall pertain only to such section and shall not invalidate or render unenforceable any other provision of this Agreement. 38. NON-WAIVER. Each right, power, or remedy conferred upon the City by this Agreement is cumulative and in addition to every other right, power, or remedy, express or implied, now or hereafter arising, or available to the City at law or in equity, or under any other agreement. Each and every right, power, and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power, or remedy. If either party waives in writing any default or nonperformance by the other party, such waiver shall be deemed to apply only to such event and shall not waive any other prior or subsequent 26 LA515-115-865354.v5 default. 39. MUTUAL COOPERATION. Notwithstanding anything to the contrary in this Agreement, the City and the Developer each agree to use reasonable efforts to cooperate with each other to carry out the purposes of this Agreement and to avoid unreasonable delays in the performance of this Agreement; provided, however, the Developer acknowledges that the foregoing is not a waiver of any of the City’s discretion, rights or remedies under this Agreement. 40. COUNTERPARTS. This Agreement may be executed simultaneously in any number of counterparts, each of which shall be an original and shall constitute one and the same Agreement. 27 LA515-115-865354.v5 CITY OF LAKE ELMO By: ____________ __________________ Charles Cadenhead Its: Mayor By: __________________ _____________ Julie Johnson Its: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this ___ day of ________________, 20323, by Charles Cadenhead and Julie Johnson, the Mayor and City Clerk, respectively, of the City of Lake Elmo, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 28 LA515-115-865354.v5 DRAKE MOTOR PARTNERS LE LLC By: Drake Development LLC, Manager By: Drake Real Estate Services, Inc., Manager BY: Jon Hauser___________ ___________ ITS: General Manager _______________________ STATE OF __________ ) ) ss. COUNTY OF ________ ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2023, by Jon Hauser as General Manager of Drake Development LLC and Drake Real Estate Services Inc., the managers of Drake Motor Partners LE LLC, a Colorado limited liability company, on behalf of the company. __________________________________ NOTARY PUBLIC DRAFTED BY: City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901 29 LA515-115-865354.v5 MORTGAGEE CONSENT TO DEVELOPMENT AGREEMENT NOTE- only need if there is mortgage holder at time of recording development agreement , which holds a mortgage on the Property, the development of which is governed by the foregoing Development Agreement, agrees that the Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2023. STATE OF ___________ ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ___ day of ________________, 2023, by _______________________________________________________________. NOTARY PUBLIC DRAFTED BY: City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 (651) 747-3901 A-1 LA515-115-865354.v2 LA515-115-865354.v5 EXHIBIT A TO DEVELOPMENT AGREEMENT Legal Description of the Property Lot 1, Block 1 and Lots 1-3, Block 2, Ebertz Addition, according to the recorded plat thereof, County of Washington, State of Minnesota. B-1 LA515-115-865354.v5 EXHIBIT B TO DEVELOPMENT AGREEMENT List of Plan Documents The following documents prepared by XXXXXXXXXXX constitute the Plans: SHEET NUMBER TITLE REVISION DATE C-1 LA515-115-865354.v5 EXHIBIT C TO DEVELOPMENT AGREEMENT NOTE: Developer to provide professional cost estimates Subdivision Improvements Cost/Security Amount Estimate CONSTRUCTION CATEGORY COST 125 percent 1 Grading 2 Sanitary Sewer 3 Watermain 4 Storm Sewer (includes pond structures and outfall pipes) 5 Street and Sidewalks 6 Trails 7 Surface Water Facilities (ponds, infiltration basins, other BMPs) 8 Street Lighting 9 Street and Traffic Signs 10 Private Utilities (electricity, natural gas, telephone, and cable) 11 Landscaping Improvements 12 Tree Preservation and Restoration 13 Wetland Mitigation and Buffers 14 Monuments 15 Erosion and Sedimentation Control 17 Developer’s Record Drawings TOTALS D-1 LA515-115-865354.v5 EXHIBIT D TO DEVELOPMENT AGREEMENT Land to be Exchanged Between the City and the Developer LA515-115-865354.v5 FORM OF IRREVOCABLE LETTER OF CREDIT No.__________________ Date: ________________ TO: City of Lake Elmo Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $___________ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No.____________, dated ______________, 20___, of (Name of Bank)" ; b) Be signed by the Mayor or City Administrator of the City of Lake Elmo. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 20___. We hereby agree that all sight drafts drawn under and in conformity with the terms of this Letter of Credit will be duly honored if drawn and presented for payment together with the documents required herein to [INSERT NAME AND ADDRESS OF BANK AND CONTACT PERSON] if presented before _____p.m. on or before the expiration date. Presentations may be made by certified mail, return receipt requested, or by Federal Express or any other recognized courier company. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Lake Elmo City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: City Administrator, City Hall, 3800 Laverne Ave. N., Lake Elmo Minnesota 55042 and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its: ______________________________ 1 Sophia Jensen From:Patrick Carlson <carlson2442@gmail.com> Sent:Wednesday, May 10, 2023 10:20 PM To:Sophia Jensen Subject:Feedback on Final PUD Application Caution: This email originated outside our organization; please use caution. Hello Sophia, The following is feedback based on a request for comments from residents on an upcoming PUD Application in the area northwest of Keats Drive and Interstate 94 (PIDs: 3402921440004 and 340292144006). As commercially zoned areas, I recognize that this is important for raising money for the city of Lake Elmo. If possible, I would prefer the commercial development to be some type of entity that primarily revolves around daytime professional operations (e.g. dentist, doctor, lawyer, etc.). As contrasted to a commercial development that sees a wider range of operations into the night (restaurant, fast-food, etc.) which brings with it noise, light, smells, etc. Given the small plot of land, I suspect this will be one or two levels not large scale commercial. I would also appreciate it if the design used trees to try to separate the commercial space from the residential space. I appreciate your consideration and thank you for sending out the mailer with details. Patrick Carlson 213 Junco Road N Lake Elmo MN 55042 You don't often get email from carlson2442@gmail.com. Learn why this is important